Item C18BOARD OF COUNTY COMMISSIONERS
AGENDA ITEM SUMMARY
Meeting Date: June 10, 2015 Division: Public Works & Engineering
Bulk Item: Yes X No _ Department: Project Management
Staff Contact /Phone #: Doug Sposito X4416
AGENDA ITEM WORDING: Approval to reject lowest bid response from Drace Construction Corp. and
negotiate with second lowest bidder D.L. Porter Constructors, Inc. for the construction of the Key West
Lighthouse Renovations. Project Funded by the Tourist Development Council.
ITEM BACKGROUND: On April 30, 2015, Project Management opened sealed responses to the Request
for Proposals for the Key West Lighthouse Renovations. There were only two responders as shown on the
attached Bid Tabulation Sheet. The lowest bidder failed to provide sufficient relevant professional experience
appropriate to the historical nature of the unique project as called for in the request for proposals. Based on its
response, the lowest bidder is deemed unqualified for this project. Staff needs approval to negotiate with the
second lowest responsive bidder to reduce the scope of work to be within the budget granted by the TDC.
PREVIOUS RELEVANT BOCC ACTION: On October 17, 2014, the BOCC approved and entered
into a contract with Bender and Associates for design of the Key West Lighthouse Renovations.
CONTRACT/AGREEMENT CHANGES: N/A
STAFF RECOMMENDATIONS: Reject lowest bid response and authorize staff to negotiate with
second lowest bidder.
TOTAL COST: N/A INDIRECT COST: N/A BUDGETED: Yes
DIFFERENTIAL OF LOCAL PREFERENCE: N/A
COST TO COUNTY: SOURCE OF FUNDS: TDC.DAC 1
REVENUE PRODUCING: Yes No X AMOUNT PER MONTH Year
APPROVED BY: County Atty OMB/Purchasing Risk Management
DOCUMENTATION: Included X Not Required
DISPOSITION:
Revised 7/09
AGENDA ITEM #
BUDGET AND FINANCE DEPARTMENT
PURCHASING OFFICE
TABULATION SHEET
OPEN DATE: APRIL 30, 2015 AT 3:00 PM,
TITLE: KEY WEST LIGHT STATION RENOVATIONS
RESPONDENT
BID BOND
BID AMOUNT
DRACE CONSTRUCTION CORP.
5%
BASE PROPOSAL $431,008.00
ADD ALT.#1 $ 6,465.00
ADD ALT.#2 $ 14,916.00
ADD ALT.#3 $ 30,269.00
D.L. PORTER CONSTRUCTORS, INC.
5%
BASE PROPOSAL $665,800.00
ADD ALT.#1 $ 9,300.00
ADD ALT.#2 $ 12,000.00
ADD ALT.#3 $ 22,000.00
Bid Committee Pre -sent: Emie Coughlin - Purchasing Office, Johnnie Yonque-MCPM
Members of the Public Present; Buddy Montgomery/brace Const., Jared Christman/Drace Const., Robert Blanchard/D.L. Porter
I hereby certify that this is a true and correct copy of said bid opening and that all bidders listed above have been checked against the
State of Florida Convicted & Suspended Vendor listings. All bids listed above were received by the date and time specified.
Bid Opened By: Emie Coughlin - Purchasing Manager
Revised F
14
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* Time Approximate 9:45 A.M. *
BOARD OF COUNTY COMMISSIONERS
AGENDA ITEM SUMMARY
Meeting Date: June 10, 2015 Division: Public Works & Engineering.
Bulk Item: Yes X No _ Department: Project Management
Staff Contact /Phone #: Doug Sposito X4416
AGENDA ITEM WORDING: Approval to reject lowest bid response from Drace Construction Corp. and
negotiate with second lowest bidder D.L. Porter Constructors, Inc. for the construction of the Key West
Lighthouse Renovations. Project Funded by the Tourist Development Council.
ITEM BACKGROUND: On April 30, 2015, Project Management opened sealed responses to the Request
for Proposals for the Key West Lighthouse Renovations. There were only two responders as shown on the
attached Bid Tabulation Sheet. The lowest bidder failed to provide sufficient relevant professional experience
appropriate to the historical nature of the unique project as called for in the request for proposals. Based on its
response, the lowest bidder is deemed unqualified for this project. Staff needs approval to negotiate with the
second lowest responsive bidder to reduce the scope of work to be within the budget granted by the TDC.
PREVIOUS RELEVANT BOCC ACTION: On October 17, 2014, the BOCC approved and entered
into a contract with Bender and Associates for design of the Key West Lighthouse Renovations.
CONTRACT/AGREEMENT CHANGES: N/A
STAFF RECOMMENDATIONS: Reject lowest bid response and authorize staff to negotiate with
second lowest bidder.
TOTAL COST: N/A INDIRECT COST: N/A BUDGETED: Yes
DIFFERENTIAL OF LOCAL PREFERENCE: N/A
COST TO COUNTY: SOURCE OF FUNDS: TDC.DAC 1
REVENUE PRODUCING: Yes _ No X AMOUNT PER MONTH Year
APPROVED BY: County A: /Purchasing Risk Management
DOCUMENTATION: Included X Not Required
DISPOSITION:
Revised 7/09
AGENDA ITEM # C-18
* REVISED: Additional Back—up Added.
BUDGET AND FINANCE DEPARTMENT
PURCHASING OFFICE
TABULATIO,N SHEET
OPEN DATE: APRIL 30, 2015 AT 3:00 PM,
TITLE: KEY WEST LIGHT STATION RENOVATIONS
RESPONDENT
BID BOND
BID AMOUNT
DRACE CONSTRUCTION CORP.
50/0
BASE PROPOSAL $431,008.00
ADD ALT.*1 $ 6,465.00
ADD ALT42 $ 14,916.00
ADD ALT43 30 269.00
D.L. PORTER CONSTRUCTORS, INC.
50/0
BASE PROPOSAL $665,800.00
ADD ALT.*1 $ 9,300.00
ADD ALT42 $ 12,000.00
ADD ALT43 22 000.00
Bid Committee Present: Emie Coughlin - Purchasing Office, Johnnie Yongue-MCPM
Members of the Public Present; Buddy Montgomery/brace Const., Jared Christman/brace Const., Robert Blanchard/D.L. Porter
I hereby certify that this is a true and correct copy of said bid opening and that all bidders listed above have been checked against the
State of Florida Convicted & Suspended Vendor listings: All bids listed above were received by the date and time specified.
Bid Opened By Emie Coughlin - Purchasing Manager
EXHIBIT 1: RFP Key west Light Station Renovations
EXHIBIT 2: Specifications for Key West Light Station
Historic Restoration
EXHIBIT 3: Proposal: Drace Construction Corp
EXHIBIT 4: Proposal: D. L. Porter Constructors, Inc.
EXHIBIT 5. Minutes: Mandatory Pre -Bid Meeting
April 10, 2015 —10:00 A.M.
EXHIBIT 1:
Request For Proposals
Ivey West Light Station Renovations
MONROE COUNTY
BOARD OF COUNTY COMMISSIONERS
REQUEST FOR PROPOSALS
FOR
Key West Light Station Renovations
There will be a MANDATORY Pre -bid Conference at 938 Whitehead Street, Key West, FL
33040 on April 10th, 2015 at 10:00am. Any proposal received from a Contractor not present will
result in a non -responsive proposal.
BOARD OF COUNTY COMMISSIONERS
Mayor Danny Kolhage, District 1
Mayor Pro Tern Heather Carruthers, District 3
George Neugent, District 2
David Rice, District 4
Sylvia Murphy, District 5,
COUNTY ADMINISTRATOR
Roman Gastesi
Clerk of the Circuit Court Dir. of Public Works / Eng. Division
Amy Heavilin Kevin G. Wilson P. E.
DATE
March 2015
PREPARED BY:
Monroe County Project Management Department
KEY WEST LIGHT STATION RENOVATIONS
TABLE OF CONTENTS
TABLE OF CONTENTS......................................................................................................2
SECTION 00030
NOTICE OF CALLING FOR PROPOSALS..........................................4
SECTION 00100
INSTRUCTIONS TO PROPOSERS......................................................5
SECTION 00110
PROPOSAL FORM............................................................................16
SECTION 00120
INSURANCE REQUIREMENTS AND FORMS..................................29
SECTION 00163
PRE -PROPOSAL SUBSTITUTIONS..................................................40
SECTION 00230
SITE SURVEY....................................................................................
45
SECTION 00300
SCOPE OF WORK.............................................................................
46
SECTION 00350
MILESTONE SCHEDULE/LIQUIDATED DAMAGES .........................49
SECTION 00500
AGREEMENT.....................................................................................
46
SECTION 00750 GENERAL CONDITIONS OF THE CONTRACT................................67
SECTION 00970 PROJECT SAFETY AND HEALTH PLAN.......................................100
SECTION 00986 CONTRACTOR QUALITY CONTROL PLAN...................................114
SECTION 00990 SPECIAL CONDITIONS...................................................................119
SECTION 01010
SUMMARY OF THE WORK.............................................................120
SECTION 01015
CONTRACTOR'S USE OF PREMISES............................................124
SECTION 01027
APPLICATION FOR PAYMENT.......................................................125
SECTION 01030
ALTERNATES..................................................................................136
SECTION 01040
PROJECT COORDINATION............................................................137
SECTION 01045
CUTTING AND PATCHING..............................................................141
SECTION 01050
FIELD ENGINEERING......................................................................145
SECTION 01200
PROJECT MEETINGS......................................................................148
SECTION 01301
SUBMITTALS...................................................................................151
SECTION 01310
PROGRESS SCHEDULES...............................................................155
SECTION 01370
SCHEDULE OF VALUES.................................................................157
SECTION 01385
DAILY CONSTRUCTION REPORTS...............................................159
SECTION 01395
REQUEST FOR INFORMATION(RFI).............................................161
SECTION 01400
QUALITY CONTROL........................................................................163
SECTION 01421
REFERENCE STANDARDS AND DEFINITIONS ............................170
SECTION 01500
TEMPORARY FACILITIES..............................................................176
SECTION 01520
CONSTRUCTION AIDS....................................................................178
SECTION 01550
ACCESS ROADS AND PARKING AREAS......................................180
SECTION 01560
TEMPORARY CONTROLS..............................................................181
TABLE OF CONTENTS Page 2 of 208
KEY WEST LIGHT STATION RENOVATIONS
SECTION 01590
FIELD OFFICES AND SHEDS.........................................................183
SECTION 01595
CONSTRUCTION CLEANING..........................................................184
SECTION 01600
MATERIAL AND EQUIPMENT.........................................................186
SECTION 01630
POST -CONTRACT SUBSTITUTIONS.............................................188
SECTION 01640
PRODUCT HANDLING.....................................................................192
SECTION 01700
CONTRACT CLOSEOUT.................................................................194
SECTION 01710
FINAL CLEANING............................................................................197
SECTION 01720
PROJECT RECORD DOCUMENTS.................................................199
SECTION 01730
OPERATION AND MAINTENANCE DATA......................................202
SECTION 01740
WARRANTIES..................................................................................205
TABLE OF CONTENTS Page 3 of 208
KEY WEST LIGHT STATION RENOVATIONS
SECTION 00030
NOTICE OF REQUEST FOR COMPETITIVE SOLICITATIONS
NOTICE IS HEREBY GIVEN that on April 30, 2015 at 3:00 P.M. the Monroe
County Purchasing Office will receive and open sealed responses for the following:
KEY WEST LIGHT STATION RENOVATIONS
KEY WEST, MONROE COUNTY, FLORIDA
Requirements for submission and the selection criteria may be requested from
DemandStar by Onvia at www.demandstar.com OR
www.monroecountybids.com or call toll -free at 1-800-711-1712. The Public
Record is available at the Monroe County Purchasing Office located at The Gato
Building, 1100 Simonton Street, Room 2-213, Key West, Florida. All Responses
must be sealed and must be submitted to the Monroe County Purchasing Office.
Publication dates
Citizen (Wed) 3/25/15
Keynoter (Wed) 3/25/15
Reporter (Fr) 3/27/15
End of Section 00030
NOTICE OF CALLING FOR PROPOSALS 00030-Page 4 of 207
;6
KEY WEST LIGHT STATION RENOVATIONS
SECTION 00100
INSTRUCTIONS TO PROPOSERS
To be considered, Proposals must be made in accordance with these Instructions to Proposers.
ARTICLE 1
DEFINITIONS
1.1 Terms used in these Instructions to Proposers, which are defined in the General
Conditions, shall have the same meanings or definitions as assigned to them in the
General Conditions.
1.2 A Proposal, Bid, or Response is a complete and properly signed proposal to do the
Work for the sums stated therein, including any Owner Options or Alternates stipulated
therein, and submitted in accordance with the Proposal Documents. In Request for
Proposals the word "Bid" is used interchangeably for "Proposal' or "Response".
1.3 Addenda are written or graphic instruments issued by the Owner, its agents, employees
or consultants prior to the receipt of Proposals, which modify or interpret the Proposal
Documents by additions, deletions, clarifications, or corrections.
1.4 Allowance is a given amount to be included in the Proposer's proposal. From this
Allowance, payments will be made to the vendor for the specified service or project. If
the contractor is responsible for making payments, he will be reimbursed for the
payments to the vendor via presentation of invoices in his monthly payment application.
Allowance includes labor, materials, installation, permits, etc.
1.5 Alternate Proposal (or Alternate) is an amount stated in the Proposal to be added to or
deducted from the amount of the Base Proposal if the corresponding change in the
Work, as described in the Proposal Documents, is accepted.
1.6 Architect/Engineer is the Architect or Engineer hired by the County to design the
project
1.7 Base Proposal is the sum stated in the Proposal for which the Proposer offers to
perform the Work described in the Proposal Documents as the base, to which may be
added or from which Work may be deleted for sums stated in Alternate Proposal or
Owner Option Proposals.
1.8 Proposer is a person or entity who submits a Proposal.
1.9 Proposal Documents include the Notice of Calling for Proposal, Instructions to
Proposers, Proposal, Pre -Proposal Substitutions, Scope of Work, Milestone Schedule
and other sample Proposal and contract forms and the proposed Contract Documents
including any addenda issued prior to receipt of Proposals. The Contract Documents
consist of this Agreement, Conditions of the Contract (General, Supplementary and
other Conditions), Drawings, Specifications, Proposal Documents, Addenda issued prior
to execution of this Agreement, together with the response to RFP and all required
insurance documentation, and Modifications issued after execution of this Agreement.
The Contract represents the entire and integrated agreement between the parties hereto
and supersedes prior negotiations, representations or agreements, either written or oral.
An enumeration of the Contract Documents, other than Modifications, appears in Article
INSTRUCTIONS TO PROPOSERS 00100-Page 5 of 207
KEY WEST LIGHT STATION RENOVATIONS
9. In the event of a discrepancy between the documents, precedence shall be
determined by the order of the documents as just listed.
1.10 Local Business means, as specifically defined in Monroe County Code Section 2-
349(b), the vendor has a valid receipt of the business tax paid as issued by Monroe
County Tax Collector at least one year prior to the notice of request for bids or proposals
for the business to provide the goods, services or construction to be purchased, and a
physical business address located within Monroe County from which the vendor
operates or performs business on a day-to-day basis that is a substantial component of
the goods or services being offered to Monroe County. The physical business address
must be registered with the Florida Department of State as its principal place of business
for at least one year prior to the notice of request for bids or proposals. Post Office
Boxes are not verifiable and shall not be used for the purpose of establishing a physical
address.
1.11 "Owner" is synonymous with "Monroe County".
1.12 "Perform" means to comply fully with the specified or implied requirements.
1.13 "Provide" means "furnish and install'. Wherever "provide" or "furnish and install' are
used, this shall mean the purchase and complete installation, and all purchasing
requirements and procedures, as per the specified or implied requirements.
1.14 Sub -bidder is a person or entity who submits a bid to a Proposer for materials or labor
for a portion of the Work.
1.15 "Unit Price" means an amount stated in the Proposal as a price per unit of
measurement for materials or services as described in the Proposal Documents or in the
proposed contract documents. Unit prices shall apply to change orders.
ARTICLE 2
COPIES OF PROPOSAL DOCUMENTS
2.1 Proposers may obtain complete sets of the Proposal Documents from DemandStar by
Onvia at www.demandstar.com or www.monroecountybids.com, or call toll -free at 1-800-
711-1712.
2.2 Proposers shall use complete sets of Proposal Documents in preparing Proposals.
Neither the Owner nor Project Management, nor their agents, nor the Architect/Engineer
assumes any responsibility for errors or misinterpretations resulting from the use of
incomplete sets of Proposal Documents.
2.3 Submitted Proposals MUST. include an Insurance Agent Statement and a completed
Insurance Checklist, and all forms and requirements as called for in the Request for
Proposals. Failure to include all necessary forms and licenses will result in a non-
responsive proposal.
ARTICLE 3
EXAMINATION OF PROPOSAL DOCUMENTS AND SITE
INSTRUCTIONS TO PROPOSERS 00100-Page 6 of 207
KEY WEST LIGHT STATION RENOVATIONS
3.1 Before Submitting a Proposal:
3.1.1 Each Proposer shall thoroughly examine all the Proposal Documents.
3.1.2 Each Proposer shall visit the site to familiarize himself with local conditions that
may in any manner affect the cost, progress, or performance of the Work. There
will be a MANDATORY Pre -bid Conference at 938 Whitehead Street, Key
West, FL 33040 on Friday, April 10t , 2015 at 10:00am. Any proposal received
from a Contractor not present will result in a non -responsive proposal.
3.1.3 Ignorance on the part of the Proposer shall in no way relieve him of the
obligations and responsibilities assumed under this Proposal.
3.1.4 Should a Proposer find discrepancies, ambiguities in, or omissions from the
Proposal Documents, or should he be in doubt as to their meaning, he shall at
once notify the Owner, in writing by e-mail to yongue-JohnnieCaD-MonroeCounly
FL.Gov
3.2 The lands upon which the Work is to be performed, right-of-ways for access thereto and
other lands designated for use by the Contractors in performing the Work are identified
in the General Requirements or Drawings.
. 3.3 Each Proposer shall study and carefully correlate his observations with the Proposal
Documents.
3.4 The submission of a Proposal will constitute a representation by the Proposer that he
has complied with every requirement of Article 3 and that the Proposal Documents are
sufficient in scope and detail to indicate and convey understanding of all terms and
conditions for performance of the Work.
ARTICLE 4
INTERPRETATION AND CORRECTION OF PROPOSAL DOCUMENTS
4.1 Proposers and Sub -proposers shall promptly notify the Director of Project Management
in writing of any ambiguity, inconsistency or error that they may discover upon
examination of the Proposal Documents or of the site and local conditions.
4.2 Proposers and Sub -proposers requiring clarification or interpretation of the Proposal
Documents shall submit their questions in writing to the Director of Project Management
no later than ten (10) business days prior to the date for receipt of Proposals (see 3.1.4).
Any answer, interpretation, correction or change of the Proposal Documents will be
accomplished by Addenda. Copies of Addenda will be made available for inspection at
DemandStar by Onvia at www.demandstar.com or www.monroecountybids.com or call
toll -free at 1-800-711-1712. Interpretations, corrections, or changes of the Proposal
Documents made in any other manner will not be binding, and Proposers shall not rely
upon such interpretations, corrections, and changes. Oral and other interpretations or
clarifications will be without legal effect.
INSTRUCTIONS TO PROPOSERS 00100-Page 7 of 207
5.1
KEY WEST LIGHT STATION RENOVATIONS
ARTICLE 5
PROPOSALPROCEDURE
FORM AND STYLE OF PROPOSAL
5.1.1 The Proposal shall be submitted on the forms included in Section 00110 of these
Proposal Documents with the exception of the Proposal Bond, which may be
submitted in alternate forms as described in Section 5.3.1 of these Instructions to
Proposers. Each of the forms in Section 00110 must be properly filled out,
executed, and submitted as the Proposal.
5.1.2 All blanks on the Proposal Form shall be filled in with ink or by typewriter.'
5.1.3 Where so indicated on the Proposal Form, sums shall be expressed in both
words and figures, and in case of discrepancy between the two, the amount
written in words shall govern. Failure to comply shall constitute a non -responsive
proposal.
5.1.4 Any interlineation, alteration, or erasure must be initialed by the signer of the
Proposal.
5.1.5 All requested Alternates shall be proposed. If no change in the Base Proposal is
required, enter "No Change". Failure to comply shall constitute a non -responsive
proposal.
5.1.6 All requested Allowances shall be proposed. Failure to comply shall constitute a
non -responsive proposal.
5.1.7 The Proposer is required to submit a copy of the appropriate Contractor's license
(Monroe County or State) as part of the Proposal.
5.1.8 In addition to price, evaluation of Bid Proposals will include an analysis and
ranking of firms based on the following required information:
Proposals shall contain Pre -qualification requirements for award of contracts.
The following contractors will be required to demonstrate qualifications
appropriate to the historical nature of the project:
1. Masonry
2. Metal restoration and welding
3. Metal casting and founding
4. Roofers
Documentation demonstrating such qualifications shall include, but not be limited
to:
1. Resumes of any academic training;
2. Evidence of possession of required licenses and/or business permits; and
3. Evidence of on the job experience in historic preservation projects of a similar
nature.
INSTRUCTIONS TO PROPOSERS 00100-Page 8 of 207
KEY WEST LIGHT STATION RENOVATIONS
In addition to the documentation required for contractors, individual supervisors
of craftsmen shall provide references, one of which is an Owner of a completed
relevant historical project of the contractor and one of which is an Architect or
Engineer for a completed relevant historic project. Provide any additional
information, including photographs, as applicable, in order to show historic
preservation experience.
5.2 ADDENDA
5.2.1 Each Proposer shall ascertain prior to submitting his Proposal that he has
received all Addenda issued, and he shall acknowledge their receipt in his
Proposal. However, in case any Proposer fails to acknowledge receipt of such
addenda, his Proposal will nevertheless be construed as if it had been received
and acknowledged, and the submission of the Proposal will constitute
acknowledgement of receipt of the addenda. It is the responsibility of each
Proposer to verify that he has received all addenda issued before Proposals are
opened.
5.2.2 No Addenda will be issued later than five (5) business days prior to the date for
receipt of Proposals except for an Addendum withdrawing the request for
Proposals or one which includes postponement of the date for receipt of
Proposals.
5.2.3 Copies of Addenda will be made available for inspection wherever Proposal
Documents are on file for that purpose. See Article 4.2 above.
5.3 PROPOSAL SECURITY
5.3.1 Each Proposal shall be accompanied by a Proposal Security made payable to
Monroe County, in the amount of five percent (5%) of the Proposer's maximum
Proposal price. The Proposal Security shall be in the form of a cashiers check
made payable to the County, or in a bond from Surety Company authorized to do
business in Florida. If a Bid Bond is submitted as Proposal Security, the attorney -
in -fact who executes the bond on behalf of thesurety shall affix to the Bond a
certified and current copy of his power of attorney.
5.3.2 The Proposal surety constitutes a pledge by the Proposer that he will enter into a
Contract with the Owner on the terms stated in his Proposal. The Proposal
Security of the successful Proposer will be retained until such Proposer has
entered into a Contract with the Owner, whereupon it will be returned. If the
successful Proposer fails to execute and deliver the Contract, the Owner may
annul the Notice of Award and the amount of the proposal security of that
Proposer shall be forfeited to the Owner not as a penalty, but as liquidated
damages.
5.3.3 The proposal security of any Proposer may be retained by the Owner until either
(a) the Contract has been executed, or (b) the ninety-first (91 st) day after the
Proposal opening, or (c) the ninety-first (91 st) day after all Proposals have been
rejected.
INSTRUCTIONS TO PROPOSERS 00100-Page 9 of 207
KEY WEST LIGHT STATION RENOVATIONS
5.4 SCHEDULING, MANPOWER REQUIREMENTS, AND PERMITS
5.4.1 The overall schedule for construction is shown in the Proposal Documents
"Milestone Schedule" at Section 00350.
5.4.2 The Contractor will be required to provide adequate manpower and equipment in
order to meet the requirements of the schedule.
5.4.3 Proposer shall determine all permits, impact fees, inspections, testing and survey
(and fees required by same) required by Federal, State, Municipal or Utility
bodies having jurisdiction over the project. Proposer shall include in his
proposal the cost of all such permits, impact fees, inspections, testing, and
surveys for the project site/building. The Contractor shall be required to secure
all such permits, impact fees, inspections, testing, surveys, and to provide all
installation, permitting, required for the execution of this Contract. The
Contractor shall be responsible for any and all building permit costs or impact
fees required for the substantial completion of this project.
5.4.4 The Contractor shall be responsible to secure and pay for all testing services of
an independent testing laboratory to perform specified inspections and testing as
indicated in Technical Specification Sections and as required by the contract or
governing authorities. Contractor shall include the cost of all inspection and
testing fees in his bid proposal.
5.5.1 Proposals shall be submitted to Monroe County at the designated location not
later than the time and date for receipt of Proposals indicated in the Notice of
Calling for Proposals, or any extension thereof made by Addendum. Proposals
received after the time and date for receipt of Proposals will be returned
unopened.
5.5.2 Two signed (2) originals and two (2) copies one (1) saved electronically tabbed
and indexed in Adobe Acrobat file (.PDF) format delivered on a downloadable
CD/DVD of the proposal setting forth all proposal documents (total equals five)
are to be submitted. Place the proposal security in its own separate envelope,
marking on the outside "Proposal Security", and. place all other proposal
documents in another envelope, marking on the outside "Proposal Documents".
Both envelopes are to be inserted in one larger envelope. If the Proposal is
hand -delivered, the envelope shall be filled out as follows:
In the upper left hand corner, place the Proposer's name and address.
2. In the center of the envelope, put the following:
Monroe County Purchasing Department
1100 Simonton Street, Room 2-213
Key West, FL 33040
INSTRUCTIONS TO PROPOSERS 00100-Page 10 of 207
KEY WEST LIGHT STATION RENOVATIONS
3. In the lower left hand corner, put the following:
KEY WEST LIGHT STATION RENOVATIONS
Monroe County, FI
DATE TIME
April 30th, 2015 3:00pm
If the Proposal is sent by mail or courier, the sealed envelope shall be enclosed
in a separate mailing envelope with the notation "SEALED PROPOSAL
ENCLOSED" on the face thereof, and then address the mailing envelope in the
conventional manner.
5.5.3 The Proposer shall assume full responsibility for timely delivery at the location
designated for receipt of Proposals.
5.5.4 Oral, telephonic, telegraphic, faxed, and emailed Proposals are invalid and will
not receive consideration.
5.6 MODIFICATION AND WITHDRAWAL OF PROPOSALS
5.6.1 A Proposal may not be modified, withdrawn, or canceled by the Proposer during
the stipulated time period following the time and date designated for the receipt
of Proposals, except as provided in paragraph 5.7 Right to Claim Error in
PROPOSAL, and each Proposer so agrees in submitting his Proposal.
5.6.2 Prior to the time and date designated for receipt of Proposals, any Proposal
submitted may be modified by delivery to Monroe County Purchasing
Department of a complete Proposal as modified. All envelopes shall be marked
"Modified Proposal". Delivery shall comply with requirements for the original
proposal.
5.6.3 Proposals may be withdrawn prior to the time and date designated for the receipt
of Proposals. Withdrawn Proposals may be resubmitted up to the time
designated for the receipt of Proposals provided that they are then fully in
conformance with these Instructions to Proposers.
5.6.4 Proposal Security shall be in an amount equal to 5% of the of the modified
proposal price. See Article 5.3.1 for description of the form of the proposal
security
5.6.5 Conditional, modified, or qualified proposals will be rejected. Proposers are to
comply with the instructions on the proposal forms, and not make any changes
thereto.
5.7 RIGHT TO CLAIM ERROR IN PROPOSAL
5.7.1 Each Proposer's original work papers, documents, and materials used in
preparation of the proposal shall be enclosed in an envelope and marked clearly
as to contents, must be received by Monroe County Purchasing Department no
later than 24 hours after the time and date for receipt of Proposals, or any
extension thereof made by Addendum. Proposers who fail to submit their
INSTRUCTIONS TO PROPOSERS 00100-Page 11 of 207
KEY WEST LIGHT STATION RENOVATIONS
original work papers, documents, and materials used in the preparation of the
proposal, as provided herein, waive all rights to claim error in the Proposal.
5.7.2 Owner will review documents submitted within the designated time frame for the
purpose of determining the validity of the Proposer's claim.
5.7.3 Following review of the Proposer's claim at the election of the owner the Owner
may:
a. Allow the Proposer to withdraw the Proposal and the Owner retains the
Proposal Security.
b. Allow the Proposer to withdraw the Proposal and the Owner returns the
Proposal Security.
C. Allow the Proposer to enter into contract for the proposed Work at the
original Proposal price.
ARTICLE 6
CONSIDERATION OF PROPOSALS
6.1 OPENING OF PROPOSALS
6.1.1 The properly identified Proposals received on time will be opened at the Monroe
County Purchasing Department. The public is permitted to be present.
6.1.2 Any Proposal not received by the Purchasing Department on or before the
deadline for receipt of proposals designated in the Notice of Calling for Proposals
will be returned unopened.
6.2 PROPOSALS TO REMAIN OPEN
6.2.1 All Proposals shall remain open and valid for ninety (90) days after the date
designated for receipt of Proposals.
6.2.2 The Owner may, at his sole discretion, release any Proposal and return the
Proposal Security before the ninety (90) days has elapsed.
6.3 AWARD OF CONTRACT
6.3.1 The Owner reserves the right to reject any and all proposals, or any part of a
proposal. The Owner reserves the right to waive variations from the
specifications that do not render the proposal non -conforming. The Owner retains
the right to disregard non -conformities, non -responsive proposals or conditional
proposals in the best interest of the County.
6.3.2 In evaluating Proposals, the Owner shall consider the qualifications of the
proposers and whether or not the Proposals comply with the prescribed
requirements in the Proposal Documents.
6.3.3 The Owner shall have the right to accept alternates in any order or combination
and to determine the low proposer on the basis of the sum of the Base Proposal
plus Alternates selected by the Owner. The Owner reserves the right to reject
INSTRUCTIONS TO PROPOSERS 00100-Page 12 of 207
KEY WEST LIGHT STATION RENOVATIONS
any or all Alternates in the selection process as is deemed necessary to keep the
project within budget.
6.3.4 The Owner may consider the qualifications and experience of subcontractors
and/or other entities (including those who are to furnish materials, or equipment
fabricated to a special design) proposed for each of the principal portions of the
Work as identified in the Proposal Documents. Proposers shall submit their
listing of subcontractors. A Proposed Subcontractor Listing Form supplied by the
Owner is to be completed for this purpose.
6.3.5 Where legally acceptable the Owner shall consider preference to local
businesses in making a purchase or awarding a contract who meet the
criteria for a local business as defined by Section 2-349 of the Monroe County
Code.
6.3.6 Individuals or firms which meet all the criteria in Section 2-349 of the Monroe
County Code and are a conforming' and responsible proposer shall receive local
preference and shall be given an amount not to exceed two and one half percent
(2.5%) of the lowest nonlocal responsive and responsible proposer. Total
proposal price shall include the base proposal and all alternatives or options to
the base proposal which are part of the proposal and being recommended for
award by the appropriate authority.
6.3.7 If the Local Business subcontracts 50% or more of the goods, services or
construction to other "Local Businesses" which meet all of the criteria in Section
2-349 of the Monroe County Code, an additional two and one half percent (2.5%)
preference will be given of the lowest nonlocal responsive and responsible
proposer.
6.3.8 The application of local preference may be waived upon written recommendation
by the Owner and approval by the Monroe County Board of County
Commissioners at the time of Award of Contract. Waiver of the application of the
local preference is based upon analysis of the marketplace and in consideration
of the special or unique quality of goods, services, or professional services
sought to be purchased by the Owner.
6.3.9 The Owner may conduct such investigations, as he deems necessary to assist in
the evaluation of any Proposal and to establish the responsibility, qualifications,
and financial ability of the Proposers, proposed subcontractors, and other
persons or organizations to do the Work in accordance with the Contract
Documents to the Owner'ssatisfaction within the prescribed time.
6.3.10 The Owner reserves the right to reject the Proposal of any Proposer who does
not pass any such evaluation to its satisfaction.
6.3.11 If the Contract is awarded, it will be awarded to the lowest, conforming
responsible Proposer who is deemed qualified by the Owner as indicated in
section 300-1.3-9 of the front end documents. Award of bid will not be based
solely on price; contractor and subcontractors must demonstrate their
qualifications and experience.
INSTRUCTIONS TO PROPOSERS 00100-Page 13 of 207
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6.3.12 if the Contract is to be awarded, the Owner will issue the Notice to Proceed to the
successful Proposer within ninety (90) days after the date of receipt of proposals.
The Owner reserves the right to return all Proposals, not make any awards, and
cancel the Project.
6.3.13 The Owner is tax exempt and reserves the right to purchase directly various
construction materials and equipment that may be a part of the Contract. If the
Owner elects to make a particular purchase, the Owner will, via a Purchase
Contract, purchase the materials and equipment, and the Contractor shall assist
the Owner in the preparation of these Purchase Contracts, including providing to
the Owner appropriate tax -credits. The Contractor agrees that the amount of the
purchase and the appropriate tax credit will be the subject of a deductive change
order in recognition of the fact that the purchase and taxes were computed into
the contractor's costs.
6.3.14 The contract shall require a public construction bond equal to the contract cost.
6.4 EXECUTION OF CONTRACT
6.4.1 The contract shall be put in final form by Project Management and given to the
Contractor for signature. The Contractor shall sign and deliver all four originals of
the Contract Agreement to Project Management within ten days after receipt of a
contract from Project Management. All other Contract Documents such as
Insurance Certificates are to be provided to Project Management within fourteen
days after approval of the contract by the Board of County Commissioners. A
Notice to Proceed will be issued to the Contractor after approval of the contract
by the BOCC and upon satisfactory compliance with these provisions. In no
event shall the failure of the Contractor to provide satisfactory Insurance
Certificates within the stipulated time be cause for an extension of the contract
time. Project Management will return one fully executed copy of the Contract
Agreement to the Contractor with all other Contract Documents attached upon
receipt from the Owner.
6.5 OWNER'S RIGHT TO RETAIN PROPOSAL BOND AND AWARD TO NEXT LOWEST
CONFORMING RESPONSIBLE PROPOSER
In the event the Contractor given Notice of Award in 6.3 above fails to execute
and deliver all contract documents required in 6.4 above, the Owner may
exercise its right to retain the proposal bond and award the contract to the next
lowest conforming responsible proposer.
ARTICLE 7
SPECIAL LEGAL REQUIREMENTS
7.1 Each Proposer, before submitting the Proposal, shall familiarize itself with all Federal,
.State, and local laws, ordinances, permit fees, impact fees, rules and regulations that
may apply to the Work or that may in any manner affect the cost, progress, or
performance of the Work.
7.2 A person or affiliate who has been placed on the convicted vendor list following a -
conviction for public entity crime may not submit a proposal on a contract to provide any
INSTRUCTIONS TO PROPOSERS 00100-Page 14 of 207
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goods or services to a public entity, may not submit a proposal on a contract with a
public entity for the construction or repair of a public building or public work, may not
submit proposals on leases of real property to public entity, may not be awarded or
perform work as a contractor, supplier, subcontractor, or consultant under a contract with
any public entity, and may not transact business with any public entity in excess of the
threshold amount provided in Section 287.017, Florida Statutes for CATEGORY TWO
for a period of 36 months from the date of being placed on the convicted vendor list.
END SECTION 00100
INSTRUCTIONS TO PROPOSERS
00100-Page 15 of 207
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SECTION 00110
PROPOSALFORM
The Proposal shall be submitted on the forms included in this section of the Proposal
Documents as previously instructed herein.
Item
Description
Pages
1.
Proposal Form
19-21
2.
Bid Bond (Proposal Security)
22
3.
Non -Collusion Affidavit
23
4.
Lobbying and Conflict of Interest Clause
24
5.
Drug -Free Workplace Form
25
6.
Local Preference Form
26
7.
Public Entity Crime Statement
27
8.
Subcontractor Listing Form
28
9.
Insurance Checklist
29
10.
Workers Compensation and Employers' Liability
33
11.
General Liability
34
12.
Not Used
13.
Vehicle Liability
35
14.
Not Used
15.
Proposer's Insurance and Indemnification Statement
38
16.
Insurance Agent's Statements
39
17.
Contractor License
Current Copy to Be Submitted with Proposal
Subcontractor Licenses to Be Submitted Prior to
Award of Notice to Proceed
18. In order to determine if the persons or entity submitting proposals are responsible, all
Proposals for contracts to be awarded under this section must contain the following
information:
A. A list of the entity's shareholders with five (5) percent or more of the stock or, if a
general partnership, a list of the general partners; or, if a limited liability company, a
PROPOSAL FORM 00110-Page 16 of 207
KEY WEST LIGHT STATION RENOVATIONS
list of its .members; if a solely owned proprietorship, names(s) of owner(s). A copy of
documentation demonstrating that the entity is a legally viable entity shall be
attached.
B. A list of the officers and directors of the entity;
C. Relevant Experience: The number of years the person or entity has been operating
and, if different, the number of years it has been providing the service, goods, or
construction services called for in the proposal specifications (include a list of similar
projects);
D. The number of years the person or entity has operated under its present name and
any prior names;
E. Answers to the following questions regarding claims and suits:
a. Has the person or entity ever failed to complete work or provide the goods for
which it has contracted? (If yes, provide details of the job, including where the
job was located and the name of the owner.)
b. Are there any judgments, claims, arbitration proceeding or suits pending or
outstanding against the person, principal of the entity, or entity, or its officers,
directors, or general partners (this specifically includes any present or prior
entities in which the person, principal, entity, officer, director or general
partner of the proposing entity has been involved as a person, principal, entity,
officer, director or general partner in the last five (5) years)? (If yes, provide
details, include enough information about the judgment, claim, arbitration or
suit so that the Owner will able to obtain a copy of the judgment or claim or
locate the suit by location and case number.)
c. Has the person, principal of the entity, entity, or its officers, major
shareholders or directors within the last five (5) years, been a party to any law
suits or arbitrations with regard to a contract for services, goods or
construction services similar to those requested in the specifications with
private or public entities? This specifically includes any present or prior
entities in which the person, principal, entity, officer, director or general
partner of the proposing entity has been involved as a person, principal, entity,
officer, director or general partner in the last five (5) years. (If yes, provide
details, include enough information about the judgment, claim, arbitration or
suit so that the Owner will able to obtain a copy of the judgment or claim or
locate the suit by location and case number.)
d. Has the person, principal of the entity, or its officers, owners, partners, major
shareholders or directors, ever initiated litigation against the County or been
sued by the County in connection with a contract to provide services, goods or
construction services? This specifically includes any present or prior entities in
which the person, principal, entity, officer, director or general partner of the
proposing entity has been involved as a person, principal, entity, officer,
director or general partner in the last five (5) years. (If yes, provide details,
include enough information about the judgment, claim, arbitration or suit so
that the Owner will able to obtain a copy of the judgment or claim or locate the
suit by location and case number.)
PROPOSAL FORM 00110-Page 17 of 207
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e. Whether, within the last five (5) years, the Owner, an officer, general partner,
controlling shareholder or major creditor of the person or entity was an officer,
general partner, controlling shareholder or major creditor of any other entity
that failed to perform services or furnish goods similar to those sought in the
request for bids;
f. Customer references (minimum of three), including name, current address
and current telephone number;
Credit References (minimum of three), including name, current address
and current telephone number;
g. Financial statements for the prior three years. Please provide in a separate
sealed envelope for the Contractor's confidentiality, and clearly label the
envelope "CONFIDENTIAL" one (1) original copy.
( "Any financial statement that an agency requires a prospective bidder to
submit in order to prequalify for bidding or for responding to a bid for a road or
any other public works project is exempt from s. 119.07(1) and s.24(a), Art. 1
of the State Constitution.")
h. In addition to price, evaluation of Bid. Proposals will include an analysis and
ranking of firms based on the following required information:
Proposals shall contain Pre -qualification requirements for award of contracts.
The following contractors will be required to demonstrate qualifications
appropriate to the historical nature of the project:
1. Masonry
2. Metal restoration and welding
3. Metal casting and founding
4. Roofers
Documentation demonstrating such qualifications shall include, but not be
limited to:
1. Resumes of any academic training;
2. Evidence of possession of required licenses and/or business permits; and
3. Evidence of on the job experience in historic preservation projects of a
similar nature.
In addition to the documentation required for contractors, individual
supervisors of craftsmen shall provide references, one of which is an Owner
of a completed relevant historical project of the contractor and one of which is
an Architect or Engineer for a completed relevant historic project. Provide any
additional information, including photographs, as applicable, in order to show
historic preservation experience.
PROPOSAL FORM 00110-Page 18 of207
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SECTION 00110
PROPOSALFORM
PROPOSAL TO: MONROE COUNTY BOARD OF COUNTY COMMISSIONERS
c/o PURCHASING DEPARTMENT
1100 SIMONTON STREET
ROOM 2-213
KEY WEST, FLORIDA 33040
PROPOSAL FROM:
The undersigned, having carefully examined the Work and reference Drawings, Specifications,
Proposal, and Addenda thereto and other Contract Documents for the construction of:
KEY WEST LIGHT STATION RENOVATIONS
Monroe County, FI
and having carefully examined the site where the Work is to be performed, having become
familiar with all local conditions including labor affecting the cost thereof, and having familiarized
himself with material availability, Federal, State, and Local laws, ordinances, rules and
regulations affecting performance of the Work, does hereby propose to furnish all labor,
mechanics, superintendents, tools, material, equipment, transportation services, and all
incidentals necessary to perform and complete said Work and work incidental hereto, in a
workman -like manner, in conformance with said Drawings, Specifications, and other Contract
Documents including Addenda issued thereto.
The undersigned further certifies that he has personally inspected the actual location of where
the Work is to be performed, together with the local sources of supply and that he understands
the conditions under which the Work is to be performed. The successful proposer shall assume
the risk of any and all costs and delays arising from the existence of any subsurface or other
latent physical condition which could be reasonably anticipated by reference to documentary
information provided and made available, and from inspection and examination of the site.
The Base Proposal shall be furnished below in words and numbers. If there is an
inconsistency between the two the Proposal in words shall control.
Dollars.
(Total Base Proposal- words)
(Total Base Proposal — numbers)
I acknowledge Alternates as follows:
ADD Alternate No. 1: Patching of slate roofing at keepers quarters, oilhouse, and wood shingle
roofing at shed building.
K11
(Cost in words)
PROPOSAL FORM 00110-Page 19 of 207
KEY WEST LIGHT STATION RENOVATIONS
Dollars ($ )
ADD Alternate No.2: New Copper Gutters and Downspouts at the Lighthouse keepers
quarters.
/100
(Cost in words)
Dollars($ )
ADD Alternate No.3: Patching and Painting of interior masonry at the Lightouse.
KC
(Cost in words)
Dollars ($ )
I acknowledge receipt of Addenda No.(s)
No. Dated
No. Dated
No. Dated
No. Dated
PROPOSAL FORM 00110-Page 20 of 207
KEY WEST LIGHT STATION RENOVATIONS
Proposer, states by his check mark in the blank beside the form and by his signature that he
has provided the following forms (located in Section 00110):
a. Proposal Form
b. Proposal Security (Bid Bond)
C. Non -Collusion Affidavit
d. Lobbying and Conflict of Interest Clause
e. Drug -Free Workplace Form
f. Subcontractor Listing Form
g. Proposer's Insurance and Indemnification Statement
h. Insurance Agents Statement (signed by agent)
i. Local Preference Form and requirements (if applicable)
In addition, Proposer states that he has included a certified copy of Contractor's License, and
Monroe County Occupational License. (Check mark items above, as a reminder that they
are included.)
Mailing Address:
Phone Number:
Date: Signed:
(Name)
(Title)
Witness: (Seal)
PROPOSAL FORM - 00110-Page 21 of 207
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BID (PROPOSAL) BOND
KNOW ALL MEN BY THESE PRESENTS, that we
(Here insert name and address or legal title of Contractor)
as Principal, hereinafter called the Principal, and
(Here insert full name and address or legal title of Surety)
a corporation duly organized under the laws of the State of as Surety, hereinafter called the
Surety, are held and firmly bound unto
(Here insert full name and address or legal title of Owner)
as Obligee, hereinafter called the Obligee, in the sum of Dollars ($), for the payment of which
sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs,
executors, administrators, successors and assigns, jointly and severally, firmly by these
presents.
WHEREAS, the Principal has submitted a bid for
(Here insert full name, address and description of project)
NOW, THEREFORE, if the Obligee shall accept the bid of the Principal shall enter into a
Contract with the Obligee in accordance with the terms of such bid, and give such bond or
bonds as may be specified in the bidding or Contract Documents with good and sufficient surety
for the faithful performance of such Contract and for the prompt payment of labor and material
furnished in the prosecution thereof, or in the event of the failure of the Principal to enter such
Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not
to exceed the penalty hereof between the amount specified in said bid and such larger amount
for which the Obligee may in good faith contact with another party to perform the Work covered
by said bid, then this obligation shall be null and void, otherwise to remain in full force and
effect. Any action instituted by a claimant under this bond must be in accordance with the
notice and time limitations provisions in Section 255.05(2), Florida Statutes.
(Witness)
(Witness)
(Principal) (Seal)
(Title)
(Surety) (Seal)
(Title
PROPOSAL FORM 00110-Page 22 of 207
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SECTION 00110
NON -COLLUSION AFFIDAVIT
I, of the city
according to law on my oath, and under penalty of perjury, depose and say that:
lam
of the firm of
the proposer making the Proposal for the project described in the notice for calling for proposals
for:
and that I executed the said proposal with full authority to do so;
2. The prices in this proposal have been arrived at independently without collusion, consultation,
communication or agreement for the purpose of restricting competition, as to any matter relating to
such prices with any other proposer or with any competitor;
3. Unless otherwise required by law, the prices which have been quoted in this proposal have not
been knowingly disclosed by the proposer and will not knowingly be disclosed by the proposer prior
to proposal opening, directly or indirectly, to any other proposer or to any competitor; and
4. No attempt has been made or will be made by the proposer to induce any other person, partnership
or corporation to submit, or not to submit, a proposal for the purpose of restricting competition; and
5. The statements contained in this affidavit are true and correct, and made with full knowledge that
said project.
(Signature of Proposer)
STATE OF:
COUNTY OF:
PERSONALLY APPEARED BEFORE ME, the undersigned authority,
(Date)
who, after first being sworn by me, (name of individual signing) affixed his/her signature in the space provided above
on this day of 20
NOTARY PUBLIC
My commission expires:
PROPOSAL FORM 00110-Page 23 of 207
ETHICS CLAUSE
KEY WEST LIGHT STATION RENOVATIONS
LOBBYING AND CONFLICT OF INTEREST CLAUSE
SWORN STATEMENT UNDER ORDINANCE NO. 010-1990
MONROE COUNTY, FLORIDA
(Company)
warrants that he/it has not employed, retained or otherwise had act on his/its behalf any former County
officer or employee in violation of Section 2 of Ordinance No. 010-1990 or any County officer or employee in violation
of Section 3 of Ordinance No. 010-1990. For breach or violation of this provision the County may, in its discretion,
terminate this contract without liability and may also, in its discretion, deduct from the contract or purchase price, or
otherwise recover, the full amount of any fee, commission, percentage, gift, or consideration paid to the former
County officer or employee".
STATE OF:
COUNTY OF:
Subscribed and sworn to (or affirmed) before me on
by
or has produced
identification)
My commission expires:
(Signature)
(date)
(name of affiant). He/She is personally known to me
as identification. (Type of
NOTARY PUBLIC
PROPOSAL FORM 00110-Page 24 of 207
KEY WEST LIGHT STATION RENOVATIONS
DRUG -FREE WORKPLACE FORM
The undersigned vendor in accordance with Florida Statute 287.087 hereby certifies that:
(Name of Business)
1. Publishes a statement notifying employees that the unlawful manufacture, distribution,
dispensing, possession, or use of a controlled substance is prohibited in the workplace and
specifying the actions that will be taken against employees for violations of such prohibition.
2. Informs employees about the dangers of drug abuse in the workplace, the business's
policy of maintaining a drug -free workplace, any available drug counseling, rehabilitation, and
employee assistance programs, and the penalties that may be imposed upon employees for
drug abuse violations.
3. Gives each employee engaged in providing the commodities or contractual services that
are under proposal a copy of the statement specified in subsection (1).
4. In the statement specified in subsection (1), notifies the employees that, as a condition
of working on the commodities or contractual services that are under proposal, the employee
will abide by the terms of the statement and will notify the employer of any conviction of, or plea
of guilty or nolo contendere to, any violation of Chapter 893 (Florida Statutes) or of any
controlled substance law of the United States or any state, for a violation occurring in the
workplace no later than five (5) days after such conviction.
5. Imposes a sanction on, or require the satisfactory participation in a drug abuse
assistance or rehabilitation program if such is available in the employee's community, or any
employee who is so convicted.
6. Makes a good faith effort to continue to maintain a drug -free workplace through
implementation of this section.
As the person authorized to sign the statement, I certify that this firm complies fully with the
above requirements.
Proposer's Signature
Date
PROPOSAL FORM 00110-Page 25 of 207
KEY WEST LIGHT STATION RENOVATIONS
LOCAL PREFERENCE FORM
A. Vendors claiming a local preference according to Ordinance 023-2009, as amended by Ordinance No.
004-2015, must complete this form.
Name of Bidder/Responder.
Date:
1. Does the vendor have a valid receipt for the business tax paid to the Monroe County Tax Collector
dated at least one year prior to the notice of request for bids or proposals? (Please furnish
copy.)
2. Does the vendor have a physical business address located within Monroe County from which the
vendor operates or performs business on a day to day basis that is a,substantial component of the goods
or services being offered to Monroe County?
(The physical business address must be registered as its principal place of business with the Florida
Department of State for at least one year prior to the notice of request for bid or proposal.)
List Address:
Telephone Number:
B. Does the vendor/prime contractor intend to subcontract 50% or more of the goods, services or
construction to local businesses meeting the criteria above as to licensing and location?
If yes, please provide:
1. Copy of Receipt of the business tax paid to the Monroe County Tax Collector by the subcontractor
dated at least one year prior to the notice or request for bid or proposal.
2. Subcontractor's physical business address within Monroe County from which the subcontractor
operates:
(The physical business address must be registered as its principal place of business with the Florida
Department of State for at least one year prior to the notice of request for bids or proposals)
Tel. Number
Address
Print Name:
Signature and Title of Authorized Signatory for
Bidder/Responder
STATE OF _
COUNTY OF
On this day of , 20 , before me, the undersigned notary public,
personally appeared known to me to be the person whose name is
subscribed above or who produced as identification, and acknowledged that
he/she is the person who executed the above Local Preference Form for the purposes therein contained.
My commission expires:
(Seal)
Notary Public
Print Name
PROPOSAL FORM 00110-Page 26 of 207
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PUBLIC ENTITY CRIME STATEMENT
"A person or affiliate who has been placed on the convicted vendor list following a conviction for
public entity crime may not submit a bid on a contract to provide any goods or services to a public
entity, may not submit a bid on a contract with a public entity for the construction or repair of a
public building or public work, may not submit bids on leases of real property to public entity, may
not be awarded or perform work as a contractor, supplier, subcontractor, or CONTRACTOR under a
contract with any public entity, and may not transact business with any public entity in excess of the
threshold amount provided in Section 287.017, Florida Statutes, for CATEGORY TWO for a period
of 36 months from the date of being placed on the convicted vendor list."
I have read the above and state that neither
(Proposer's name) nor any Affiliate has been placed on the convicted vendor list within the last 36
months.
(Signature)
Date:
STATE OF: _
COUNTY OF:
Subscribed and sworn to (or affirmed) before me on the day of ,
20 , by (name of affiant). He/She is personally known
to me or has produced (type of
identification) as identification.
My Commission Expires:
NOTARY PUBLIC
PROPOSAL FORM 00110-Page 27 of 207
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SUBCONTRACTOR LISTING FORM
Division Subcontractor Contact Person Ph # w/area Fax: Cell: Address
code
PROPOSAL FORM 00110-Page 28 of 207
KEY WEST LIGHT STATION RENOVATIONS
SECTION 00120
INSURANCE REQUIREMENTS AND FORMS
MONROE COUNTY, FLORIDA
Insurance Checklist
FOR
Proposer
Workers' Compensation
X Workers' Compensation Statutory Limits
Bodily Injury by
Accident/Bodily
Injury by Disease, policy
limits/Bodily Injury by Disease
each employee
WC1
Employers Liability
$100,000/$500,000/$100,000
WC2 X
Employers Liability
$500,000/$500,000/$500,000
WC3
Employers Liability
$1,000,000/$1,000,000
/$1, 000, 000
WCUSLH
US Longshoremen &
Same as Employers'
Harbor Workers Act
Liability
WCJA
Federal Jones Act
Same as Employers'
Liability
INSURANCE REQUIREMENTS AND FORMS 00120-Page 29 of 207
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General Liability
As a minimum, the required general liability coverages will include:
• Premises Operations • Products and Completed Operations
• Blanket Contractual 0 Personal Injury
• Expanded Definition
of Property Damage
Required Limits:
GL1
GI-2 X
GI-3
GI-4
Required Endorsement:
GLXCU
GLLIQ
GLS
$200,000 per Person; $300,000 per Occurrence
$200,000 Property Damage
or
$300,000 Combined Single Limit
$300,000 per Person; $500,000 per Occurrence
$200,000 Property Damage
or
$500,000 Combined Single Limit
$500,000 per Person; $1,000,000 per Occurrence
$100,000 Property Damage
or
$1,000,000 Combined Single Limit
$2,000,000 Combined Single Limit
Underground, Explosion and Collapse (XCU)
Liquor Liability
Security Services
All endorsements are required to have the same limits as the basic policy.
INSURANCE REQUIREMENTS AND FORMS 00120-Page 30 of 207
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Vehicle Liability
As a minimum, coverage should extend to liability for:
• Owned; Non -owned; and Hired Vehicles
Required Limits:
VL1
VL2
VL3
VL4
X
Miscellaneous Coverages
$50,000 per Person: $100,000 per Occurrence
$25,000 Property Damage
or
$100,000 Combined Single Limit
(The use of VL1 should be limited to special projects that
involve
other governmental entities or "Not for Profit" organizations.
Risk Management must approve the use of this form).
$200,000 per Person; $300,000 per Occurrence
$200,000 Property Damage
or
$300,000 Combined Single Limit
$500,000 per Person; $1,000,000 per Occurrence
$100,000 Property Damage
or
$1,000,000 Combined Single Limit
$5,000,000 Combined Single Limit
BR1 X
Builders'
Limits equal to the
Risk
total cost of construction completed
project.
MVC
Motor Truck
Limits equal to the maximum
Cargo
value of any one shipment.
PRO1
Professional
$ 300,000 per Occurrence/$
500,000Agg.
PR02
Liability
$ 500,000 per Occurrence/$1,000,000
Agg.
PR03
$1,000,000 per Occurrence/$2,000,000
Agg.
POL1
Pollution
$ 500,000 per Occurrence/$1,000,000
Agg.
POL2
Liability
$1,000,000 per Occurrence/$2,000,000
Agg.
POL3
$5,000,000 per Occurrence/$10,000,000
Agg.
INSURANCE REQUIREMENTS AND FORMS 00120-Page 31 of 207
ED1
ED2
GK1
G K2
GK3
MED1
MED2
MED3
MED4
IF
VLP1
VLP2
VLP3
BLL
HKL1
HKL2
HKL3
AIR1
AI R2
AI R3
AE01
Agg.
AE02
Agg.
AE03
Agg.
E01
Agg.
E02
Agg.
E03
Agg.
KEY WEST LIGHT STATION RENOVATIONS
Employee
$ 10,000
Dishonesty
$100,000
Garage
$ 300,000 ($ 25,000 per Veh)
Keepers
$ 500:000 ($100,000 per Veh)
$1,000,000 ($250,000 per Veh)
Medical
$ 300,000/$ 750,000 Agg.
Professional
$ 500,000/$ 1,000,000 Agg.
$1,000,000/$ 3,000,000 Agg.
$5,000,000/$10,000,000 Agg.
Installation
Maximum value of Equipment
Floater
Installed
Hazardous
$ 300,000 (Requires MCS-90)
Cargo
$ 500,000 (Requires MCS-90)
Transporter
$1,000,000 (Requires MCS-90)
Bailee Liab.
Maximum Value of County Property that
will be in the Bailee's possession.
Hangarkeepers
$ 300,000
Liability
$ 500,000
$ 1,000,000
Aircraft
$ 1,000,000
Liability
$ 5,000,000
$50,000,000
Architects Errors $ 300,000 per Occurrence/$ 500,000
& Omissions $ 500,000 per Occurrence/$1,000,000
$ 1,000,000 per Occurrence/$3,000,000
Engineers Errors $ 300,000 per Occurrence/$ 500,000
& Omissions $ 500,000 per Occurrence/$1,000,000
$ 1,000,000 per Occurrence/$3,000,000
INSURANCE REQUIREMENTS AND FORMS 00120-Page 32 of 207
KEY WEST LIGHT STATION RENOVATIONS
WORKERS' COMPENSATION
INSURANCE REQUIREMENTS
FOR .
CONTRACT: KEY WEST LIGHT STATION RENOVATIONS
BETWEEN
MONROE COUNTY, FLORIDA
AND
Prior to the commencement of work governed by this contract, the Contractor shall
obtain Workers' Compensation Insurance with limits sufficient to respond to the
applicable state statutes.
In addition, the Contractor shall obtain Employers' Liability Insurance with limits of not
less than:
$500,000 Bodily Injury by Accident
$500,000 Bodily Injury by Disease, policy limits
$500,000 Bodily Injury by Disease, each employee
Coverage shall be maintained throughout the entire term of the contract.
Coverage shall be provided by a company or companies authorized to transact
business in the state of Florida.
If the Contractor has been approved by the Florida's Department of Labor, as an
authorized self -insurer, the County shall recognize and honor the Contractor's status.
The Contractor may be required to submit a Letter of Authorization issued by the
Department of Labor and a Certificate of Insurance, providing details on the Contractor's
Excess Insurance Program.
If the Contractor participates in a self-insurance fund, a Certificate of Insurance will be
required. In addition, the Contractor may be required to submit updated financial
statements from the fund upon request from the County.
INSURANCE REQUIREMENTS AND FORMS 00120-Page 33 of 207
KEY WEST LIGHT STATION RENOVATIONS
GENERAL LIABILITY
INSURANCE REQUIREMENTS
FOR
CONTRACT: KEY WEST LIGHT STATION RENOVATIONS
BETWEEN
MONROE COUNTY, FLORIDA
AND
Prior to the commencement of work governed by this contract, the Contractor shall
obtain General Liability Insurance. Coverage shall be maintained throughout the life of
the contract and include, as a minimum:
• Premises Operations
• Products and Completed Operations
• Blanket Contractual Liability
• Personal Injury Liability
• Expanded Definition of Property Damage
The minimum limits acceptable shall be:
$300,000 per Person;
$500,000 per Occurrence
$200,000 Property Damage
or
$500,000 Combined Single Limit
An Occurrence Form policy is preferred. If coverage is provided on a Claims Made
policy, its provisions should include coverage for claims filed on or after the effective
date of this contract. In addition, the period for which claims may be reported should
extend for a minimum of twelve (12) months following the acceptance of work by the
County.
The Monroe County Board of County Commissioners shall be named as Additional
Insured on all policies issued to satisfy the above requirements.
GL
INSURANCE REQUIREMENTS AND FORMS 00120-Page 34 of 207
KEY WEST LIGHT STATION RENOVATIONS
VEHICLE LIABILITY
INSURANCE REQUIREMENTS
FOR
CONTRACT: KEY WEST LIGHT STATION RENOVATIONS
BETWEEN
MONROE COUNTY, FLORIDA
AND
Recognizing that the work governed by this contract requires the use of vehicles, the
Contractor, prior to the commencement of work, shall obtain Vehicle Liability Insurance.
Coverage shall be maintained throughout thelife of the contract and include, as a
minimum, liability coverage for:
• . Owned, Non -Owned, and Hired Vehicles
The minimum limits acceptable shall be:
$300,000 Combined Single Limit (CSL)
If split limits are provided, the minimum limits acceptable shall be:
$200,000 per Person
$300,000 per Occurrence
$200,000 Property Damage
The Monroe County Board of County Commissioners shall be named as Additional
Insured on all policies issued to satisfy the above requirements.
VL
INSURANCE REQUIREMENTS AND FORMS 00120-Page 35 of 207
KEY WEST LIGHT STATION RENOVATIONS
BUILDER'S RISK -
INSURANCE REQUIREMENTS
FOR
CONTRACT: KEY WEST LIGHT STATION RENOVATIONS
BETWEEN
MONROE COUNTY, FLORIDA
AND
The Contractor shall be required,to purchase and maintain, throughout the life of the
contract, and. until the project is accepted by the County, Builder's Risk Insurance on an
All Risk of Loss form. Coverage shall include:
Theft
Aircraft
Windstorm
Vehicles
Hail
Smoke
Explosion
Fire
Riot
Collapse
Civil Commotion
Flood
The policy limits shall be no less than the amount of the finished project and coverage
shall be provided on a completed value basis.
Property located on the construction premises, which is, intended to become a
permanent part of the building, shall be included as property covered.
The policy shall be endorsed permitting the County to occupy the building prior to
completion without effecting the coverage.
The Monroe County Board of County Commissioners shall be named as Additional
Insured and Loss Payee.
BR 1
INSURANCE REQUIREMENTS AND FORMS 00120-Page 36 of 207
KEY WEST LIGHT STATION RENOVATIONS
PROPOSER'S INSURANCE AND INDEMNIFICATION STATEMENT
INSURANCE REQUIREMENTS
Worker's Compensation
Employers Liability
General Liability, including
Premises Operations
Products and Completed Operations
Blanket Contractual Liability
Personal Injury Liability
Expanded Definition of Property Damage
Builder's Risk: Required
Statutory Limits
$500,000 Bodily Injury by Accident
$500,000 Bodily Injury by Disease Policy Limits
$500,000 Bodily Injury by Disease, each employee
$500,000 Combined Single Limit
or
$300,000 per Person
$500,000 per Occurrence
$200,000 Property Damage
Vehicle Liability (Owned, non -owned, and hired vehicles) $300,000 Combined Single Limit
If split limits are preferred:
$200,000 per Person
$300,000 per Occurrence
$200,000 Property Damage
Public Construction bond: Required
Hold Harmless and Indemnification. Notwithstanding any minimum insurance requirements
prescribed elsewhere in this agreement, Contractor shall defend, indemnify and hold the
COUNTY and the COUNTY's elected and appointed officers and employees harmless from and
against (i) any claims, actions or causes of action, (ii) any litigation, administrative proceedings,
appellate proceedings, or other proceedings relating to any type of injury (including death), loss,
damage, fine, penalty or business interruption, and (iii) any costs or expenses that may be
asserted against, initiated with respect to, or sustained by, any indemnified party by reason of,
or in connection with, (A) any activity of Contractor or any of its employees, agents, contractors
or other invitees during the term of this Agreement, (B) the negligence or willful misconduct of
Contractor or any of its employees, agents, sub -contractors or other invitees, or (C) Contractor's
default in respect of any of the obligations that it undertakes under the terms of this Agreement,
except to the extent the claims, actions, causes of action, litigation, proceedings, costs or
expenses arise from the intentional or sole negligent acts or omissions of the COUNTY or any
of its employees, agents, contractors or invitees (other than Contractor). Insofar as the claims,
actions, causes of action, litigation, proceedings, costs or expenses relate to events or
circumstances that occur during the term of this Agreement, this section will survive the
expiration of the term of this Agreement or any earlier termination of this Agreement.
In the event that the completion of the project (to include the work of others) is delayed or
suspended as a result of the Contractors failure to purchase or maintain the required insurance,
the Contractor shall indemnify the County from any and all increased expenses resulting from
such delay. Should any claims be asserted against the County by virtue of any deficiency or
ambiguity in the plans and specifications provided by the Contractor, the Contractor agrees and
INSURANCE REQUIREMENTS AND FORMS 00120-Page 37 of 207
KEY WEST LIGHT STATION RENOVATIONS
warrants that the Contractor shall hold the County harmless and shall indemnify it from all
losses occurring thereby and shall further defend any claim or action on the County's behalf.
The first ten dollars ($10.00) of remuneration paid to the Contractor is for the indemnification
provided for the above.
The extent of liability is in no way limited to, reduced, or lessened by the insurance requirements
contained elsewhere within this AGREEMENT.
PROPOSER'S STATEMENT
I understand the insurance that will be mandatory if awarded the contract and will comply in full
with all the requirements. I fully accept the indemnification and hold harmless as set out on page
00110-12 of this proposal.
PROPOSER
Signature
INSURANCE REQUIREMENTS AND FORMS 00120-Page 38 of 207
KEY WEST LIGHT STATION RENOVATIONS
INSURANCE AGENT'S STATEMENT
I have reviewed the above requirements with the proposer named above. The following
deductibles apply to the corresponding policy.
POLICY
Liability policies are Occurrence
Insurance Agency
DEDUCTIBLES
Signature
Claims Made
INSURANCE REQUIREMENTS AND FORMS 00120-Page 39 of 207
KEY WEST LIGHT STATION RENOVATIONS
SECTION 00163
PRE -PROPOSAL SUBSTITUTIONS
PART 1 - GENERAL
1.1 Document includes
A. Pre -Proposal Substitutions
1.2 PROPOSER'S OPTIONS
A. For products specified only by reference standard, select product meeting that
standard, by any manufacturer.
B. For products specified by naming several products or manufacturers, select one
of the products and manufacturers named which complies with the Technical
Specifications.
C. For Products specified by naming several products or manufacturers and stating
"or equivalent", "or equal", or "Project Management approved equivalent", or
similar wording, submit a request for substitutions, for any product or
manufacturer which is not specifically named for review and approval by Owner
and Architect.
D. For products specified by naming only one prod uct/manufacturer, there is no
option and no substitution will be allowed.
1.3 SUBSTITUTIONS
A. Base Proposal shall be in accordance with the Contract Documents.
1. Substitutions for products may be made during the proposal process by
submitting completed substitution request form and substantiating product
data/literature a minimum of ten calendar days prior to the Proposal Date
to Project Management.
2. Project Management will consider requests utilizing this section from the
Proposer for substitution of products in place of those specified.
3. Those submitted 15 calendar days prior to Proposal Date will be included
in an addendum if acceptable.
4. Substitution requests may be submitted utilizing a facsimile machine
(FAX) if substitution request forms and substantiating data are submitted.
PRE -PROPOSAL SUBSTITUTIONS 00163-Page 40 of 207
KEY WEST LIGHT STATION RENOVATIONS
B. Submit separate request for each substitution. Support each request with:
Complete data substantiating compliance of proposed substitution with
requirements stated in Contract Documents:
a. Product identification, including manufacturer's name and
address.
b. Manufacturer's literature, identifying:
1) Product description.
2) Reference standards.
3) Performance and test data.
C. Samples, as applicable.
d. Name and address of similar projects on which product has been
used and date of each installation.
2. Itemized comparison of the proposed substitution with product specified,
listing significant variations.
3. Data relating to changes in construction schedule.
4. All effects of substitution on separate contracts.
5. List of changes required in other work or products.
6. Designation of required license fees or royalties.
7. Designation of availability of maintenance services, sources of
replacement materials.
C. Substitutions will not be considered for acceptance when:
1. Acceptance will require substantial revision of Contract Documents.
2. In the judgment of the Owner, the substitution does not include adequate
information necessary for a complete evaluation.
D. The Owner will determine the acceptability of any proposed substitution.
1.4 PROPOSER'S REPRESENTATION
A. In making formal request for substitution the Proposer represents that:
1. He has investigated proposed product and has determined that it is
equivalent to, or superior in all respects to that specified.
2. He will provide same warranties or bonds for substitution as for product
specified.
3. He will coordinate installation of accepted substitution into the Work, and
will make such changes as may be required for the Work to be complete
in all respects.
4. He waives claims for additional costs caused by substitution which may
subsequently become apparent.
5. Cost data is complete and includes related costs under his Contract, but
not:
a. Costs under separate contracts.
b. Arch itect/E ng I neer's costs for redesign or revision of Contract
Documents.
PRE -PROPOSAL SUBSTITUTIONS 00163-Page 41 of 207
KEY WEST LIGHT STATION RENOVATIONS
6. Cost data need not be submitted, if request is for inclusion in an
addendum.
1.5 PROJECT MANAGEMENT'S DUTIES
A. Review requests for substitutions with reasonable promptness.
B. Issue an addendum to identify accepted substitutions.
C. Substitution requests that are not approved will be returned to the party
submitting the request.
1.6 SUBSTITUTION REQUEST FORM
A. The form is attached to this Section.
B. Substitutions will be considered only when the attached form is completed and
included with the submittal with all required back-up data.
PRE -PROPOSAL SUBSTITUTIONS 00163-Page 42 of 207
KEY WEST LIGHT STATION RENOVATIONS
SUBSTITUTION FORM
TO: Project Management
PH:
FAX:
We hereby submit for your consideration the following product instead of the specified item for the above project:
Drawing No. Drawing Name Spec Sec. Spec Name Paragraph Specified Item
Proposed Substitution:
Attach complete information on changes to Drawings and/or Specifications which proposed substitution will require
for its proper installation.
Submit with request necessary samples and substantiating data to prove equal quality and performance to that which
is specified. Clearly mark manufacturer's literature to indicate equality in performance.
The undersigned certifies that the function, appearance and quality are of equal performance and assumes liability for
equal performance, equal design and compatibility with adjacent materials.
Submitted By:
Signature Title
Firm
Address
City / State / Zip Code
Telephone Date
Signature shall be by person having authority to legally bind his firm to the above terms. Failure to provide legally
binding signature will result in retraction of approval.
For use by Project Management: Approved Approved as noted Not Approved
Redd too late Insufficient data received
By Date
PRE -PROPOSAL SUBSTITUTIONS 00163-Page 43 of 207
KEY WEST LIGHT STATION RENOVATIONS
Fill in Blanks Below:
A. Does the substitution affect dimensions shown on Drawings?
Yes No If yes, clearly indicate changes:
B. Will the undersigned pay for changes to the building design, including engineering and detailing costs
caused by the requested substitution?
Yes No If no, fully explain:
C. What effect does substitution have on other Contracts or other trades?
D. What effect does substitution have on construction schedule?
E. Manufacturer's warranties of the proposed and specified items are:
Same Different. Explain:
F. Reason for Request:
G. Itemized comparison of specified item(s) with the proposed substitution; list significant variations:
H. Designation of maintenance services and sources: (Attach additional sheets if required.)
END SECTION 00163
PRE -PROPOSAL SUBSTITUTIONS 00163-Page 44 of 207
KEY WEST LIGHT STATION RENOVATIONS
SECTION 00230
SITE SURVEY
A. The Plat of Survey and other survey data, are available in the Office of Project
Management for review, and are for the general information of the proposer. The data
contained was prepared by the Owner for the Architect's use for the design of the
project, and neither the Owner nor the Architect, nor Project Management make any
representation,, guarantee of warranty as to the accuracy or completeness of data
indicated, expressed or implied.
B. Proposers shall visit the site; make their own investigations, assumptions and
conclusions as to the nature and extent of existing surface and overhead conditions
affecting the work. Neither the Owner nor the Architect, nor Project Management will be
responsible for additional type or extent of work required to be performed under the
Contract due to any assumptions or conclusions by the successful proposer based upon
the survey information provided.
END OF SECTION 00230
SITE SURVEY 00230 - Page 45 of 207
KEY WEST LIGHT STATION RENOVATIONS
SECTION 00300
SCOPE OF WORK
1.0 GENERAL SCOPE
Provide all labor, supervision, engineering, materials, supplies, equipment, tools,
transportation, surveying, layout, and protection for the proper execution and
completion of all the work in accordance with the Contract Documents. The
Work shall include but not be limited to that shown on the Drawings and detailed
in the Technical Specifications included in this Proposal Package.
1.1 SCOPE OF WORK
The Scope of Work consists of:
This work will be a renovation on a historic structure listed on the National Park
Service Inventory of Historic Light Stations.
The scope of work includes various painting, repair and restoration work at the
historic Key West Light Station Property at 938 Whitehead St., Key West. Work
shall be as shown in the drawings and the specifications, including but not limited
to:
Historic lighthouse: paint the entire lighthouse exterior. Repair historic metalwork
and paint the interior of the top(metal portion) of the lighthouse. Repair various
historic metal components including portholes, doors, platforms, ventilators, and
roofing. Patch and paint various historic lighthouse elements including
ventilators, beadboard, and metal stairways.
Historic Keepers Quarters building: paint entire building exterior. Repair and paint
exterior siding, exterior columns and historic wood windows and shutters.
Provide and install new vertical accessible lift and new wood stair at rear of
building.
Sitework: repair and paint existing wood fencing around the property. Install new
trench drain, door and swale at the gift shop. Repair spalling concrete above
doorway.
ADD Alternates include the following:
1. Patching of slate roofing at keepers quarters, oilhouse, and wood shingle
roofing at shed building.
2. New Copper Gutters and Downspouts at the Lighthouse keepers quarters.
3. Patching and Painting of interior masonry at the Lightouse.
The Scope of Work shall include, all work shown and listed in the Project
Drawings. The Contractor is required to provide a complete job as contemplated
by the drawings and specifications, which are a part of this bid package. The
SCOPE OF WORK 00300-Page 46 of 207
KEY WEST LIGHT STATION RENOVATIONS
Contractor shall furnish all labor, supervision, materials, power, tools, equipment,
supplies and any other means of construction necessary or proper for performing
and completing the Scope of Work, unless otherwise specifically stated.
The Contractor shall be responsible for complying with regulations, approvals,
and permitting by the: Federal Aviation Administration, Florida Department of
Transportation; Monroe County Growth Management, Monroe County
Building Dept., Monroe County Airport, Fire Marshall, Historic Architectural
Review Committee, and any other permitting or regulatory agencies as
applicable.
1.2 INTENT OF THE SPECIFICATIONS
A. The intent of these specifications is to describe the materials and methods
of construction required for the performance of the work. In general, it is
intended that the drawings shall delineate the detailed extent of the work.
Drawings, specifications, and contract documents are complimentary, and
what is required by one shall be as binding as if required by all.
1.3 SPECIAL PROVISIONS
The following Special Provisions are intended to clarify the scope of work, or
highlight features of the work, or modify, change, add to, or delete from the
( General Scope of this Proposal Package.
1. All licenses required in order to perform the scope of work in the specified
location, shall be procured and maintained by the contractor and his
subcontractors. Contractor shall submit copies to Project Management
prior to notice to proceed. Contractor's license shall accompany proposal.
2. Provide, - replace, and maintain any safety rails and barricades as
necessary during the process of work, or during deliveries of materials or
equipment.
3. Contractor is to review Division 1 General Requirements for additional
responsibilities required in order to perform this Work.
4. If in the event of conflicting, or overlapping requirements in any area of the
proposal documents, technical specifications, or drawings, the most
stringent condition shall be proposed and constructed. Notify Project
Management in any event, in order to not compromise the Owner's right to
make appropriate decisions.
5. Contractor shall maintain As -Built Drawings, (Record Drawings per
Section 01720), of his work progression.
SCOPE OF WORK 00300-Page 47 of 207
KEY WEST LIGHT STATION RENOVATIONS
6. The Contractor shall not store materials, tools or debris inside the building
without written permission. Contractor shall provide suitable storage
container, and be responsible for disposal off -site of all debris and trash.
7. The Contractor shall coordinate with Owner's representative on available
hours for Job Site access. Construction/Demolition: Sound levels.
produced from tools and equipment in commercial construction,
demolition, drilling, or reasonably similar activies- such sound levels are
limited to the housrs of 8:00 a.m. to 7:00 p.m, Monday through Friday, and
9:00 a.m. to 5:00 p.m. on Saturday. The tools and equipment must be
muffled and maintained equal to the functional standards of the industry.
No exceptions contained in this subsection shall apply on Thankggiving
Day, Christmas Day and New Year's Day.
8. Coordination of each days works shall be done in advance with approval
from County. All spaces interior and exterior shall be cleaned and
returned to normal each work period.
9. Award of Bid will not be based solely on price; contractor and
subcontractors must demonstrate their qualifications and experience.
Proposals shall contain Pre -qualification requirements for award of
contracts. The following contractors will be required to demonstrate
qualifications appropriate to the historical nature of the project:
1. Masonry
2. Metal restoration and welding
3. Metal casting and founding
4. Roofers
Documentation demonstrating such qualifications shall include, but not be
limited to:
1. Resumes of any academic training;
2. Evidence of possession of required licenses and/or business permits;
and
3. Evidence of on the job experience in historic preservation projects of a
similar nature.
In addition to the documentation required for contractors, individual
supervisors of craftsmen shall provide references, one of which is an
Owner of a completed relevant historical project of the contractor and one
of which is an Architect or Engineer for a completed relevant historic
project. Provide any additional information, including photographs, as
applicable, in order to show historic preservation experience.
END OF SECTION 00300
SCOPE OF WORK - 00300-Page 48 of 207
KEY WEST LIGHT STATION RENOVATIONS
SECTION 00350
MILESTONE SCHEDULE/LIQUIDATED DAMAGES
This section contains the project milestone schedule. The contractor is required to
determine his proposed schedule to meet these milestone dates.
The Contractor is to note the following special milestone dates.
1. Proposal Documents Available ................................................... March 26th, 2015
2. Pre -Proposal Conference............................................................ April 10th, 2015
3. Proposal Due Date...................................................................... April 30th, 2015
4. BOCC Award Date (Anticipated).......................................................May 201h, 2015
5. Notice to Proceed & Pre -Construction Meeting (Anticipated) ................June It, 2015
6. Substantial Completion (Anticipated) ......................................... January 27th, 2016
The Contractor shall commence performance of this Contract within ten (10) calendar
days after the date of issuance to the Contractor by Owner of the Notice to Proceed.
- Once commenced, Contractor shall diligently continue performance until completion of
the Project. The Contractor shall accomplish Substantial Completion of the Project
within Two hundred forty (240) calender days., Contractor shall accomplish Final
Completion of the Project within thirty (30) calendar days thereafter.
The term "Substantial Completion" as used herein shall mean that point at which, as
certified in writing by Project Management, the Project is at a level of completion in strict
compliance with this Contract such that the Owner or its designee can enjoy beneficial
use or occupancy and can use or operate it in all respects for its intended purpose.
Partial use or occupancy of the Project shall not result in the Project being deemed
substantially complete and such partial use or occupancy shall not be evidence of
Substantial Completion. The term "Final Completion" as used herein shall mean that
point at which, as certified in writing by Project Management, that the Project is 100%
complete and in conformance with the Contract.
LIQUIDATED DAMAGES
Conditions Under Which Liquidated Damages are Imposed —The time or times
stipulated in the contract for completion of the work of the contract or of specified
phases of the contract shall be the calendar date or dates listed in the milestone
schedule.
Liquidated damages will be based on the Substantial Completion Date for' all work,
modified by all approved extensions in time as set forth by the Director of Project
Management's signature of approval on the Certificate of Substantial Completion. The
MILESTONE SCHEDULE 00350-Page 49 of 207
KEY WEST LIGHT STATION RENOVATIONS
liquidated damages table below shall be utilized to determine the amount of liquidated
damages.
FIRST
CONTRACT AMOUNT
15 DAYS
Under $50,000.00
$50.00/Day
$50,000.00-99,999.00
100.00/Day
$100,000.00-499,999.00
200.00/Day
$500,000.00 and Up
500.00/Day
SECOND
31ST DAY &
15 DAYS
THEREAFTER
$100.00/Day
$250.00/Day
200.00/Day
750.00/Day
500.00/Day
2,000.00/Day
1,000.00/Day
3,500.00/Day
The Contractor's recovery of damages and sole remedy for any delay caused by the
Owner shall be an extension of time on the Contract.
END OF SECTION 00350
MILESTONE SCHEDULE 00350-Page 50 of 207
KEY WEST LIGHT STATION RENOVATIONS
SECTION 00500
AGREEMENT
Agreement
Between Owner and Contracto
Where the basis of payment is a STIPULATED S
AGREEMENT
Made as of the (write out the date)
BETWEEN the Owner:
And the Contractor:
For the fol
Ll y HT STATION RENOVATIONS
St.
FL 33040
This work wi b are ovation on a historic structure listed on the National Park
Ser ' vent y of is o Light Stations.
h;e scope of` ork includes various painting, repair and restoration work at the
historic Wes `' ight Station Property at 938 Whitehead St. Key West. Work shall be
as shown in -,.e drawings and the specifications, including but not limited to:
Historic lighthouse: paint the entire lighthouse exterior. Repair historic metalwork
and paint the interior of the top(metal portion) of the lighthouse. Repair various historic
metal components including portholes, doors, platforms, ventilators, and roofing. Patch
and paint various historic lighthouse elements including ventilators, beadboard, and
metal stairways.
AGREEMENT 00500-Page 51 of 207
KEY WEST LIGHT STATION RENOVATIONS
Historic Keepers Quarters building: paint entire building exterior. Repair and paint
exterior siding, exterior columns and historic wood windows and shutters. Provide and
install new vertical accessible lift and new wood stair at rear of building.
Sitework: repair and paint existing wood fencing around the property. Install new
trench drain, door and swale at the gift shop. Repair spalling concrete above doorway.
ADD Alternates include the following:
1. Patching of slate roofing at keepers quarters, oilhouse, and wood shingle roofing
at shed building.
2. New Copper Gutters and Downspouts at the Lighthouse keepers quarters.
3. Patching and Painting of interior masonry at the Lightouse.
2 General Project Intent and Scope
Provide all labor, supervision, engineering, materials, supplies, equipment, tools,
transportation, surveying, layout, and protection for the proper execution and completion
of all the work in accordance with the Contract Documents. The Work shall include but
not be limited to that shown on the Drawings and detailed in the Technical
Specifications if any included in this Contract.
3 General Requirements
A. Construction/Demolition: Sound levels produced from tools and equipment in
commercial construction, demolition, drilling, or reasonably similar activies- such
sound levels are limited to the housrs of 8:00 a.m. to 7:00 p.m, Monday through
Friday, and 9:00 a.m. to.5:00 p.m. on Saturday. The tools and equipment must
be muffled and maintained equal to the functional standards of the industry. No
exceptions contained in this subsection shall apply on Thankggiving Day,
Christmas Day and New Year's Day.
B. Contractor needs to be aware of weather and location and plan accordingly.
C. Contractor needs to be aware of the facility, its vendors and staff with unusual
schedules and plan accordingly. Coordination of each days works shall be done
in advance with approval from County. All spaces interior and exterior shall be
cleaned and returned to normal work period/ day.
D. The Scope of Work shall include, but not be limited to, all work shown and listed
in the Project Drawings. The Contractor is required to provide a complete job as
contemplated by the drawings and specifications, which are a part of this bid
package. The Contractor shall furnish all labor, supervision, materials, power,
tools, equipment, supplies and any other means of construction necessary or
proper for performing and completing the Scope of Work, unless otherwise
specifically stated.
E. The contractor will be responsible to obtain all additional necessary permits and
approvals for the demolition and/or construction of Freeman Justice Center
Acoustical Renovations including the Federal Aviation Administration, Florida
Department of Transportation, Monroe County Growth Management,
AGREEMENT 00500-Page 52 of 207
KEY WEST LIGHT STATION RMOV ATIONS
Monroe County Building Dept.,
of Key West, and any other perr
SPECIAL PROVISIONS
The following Specia Pro sio s arr, int nded�;." clarify the s6pe of work, or
highlight features of the or odi ch' _ ge, add ` or delete from the General
Scope of this Proposal .acka e
P p 9
{ 3s
1. AI enses r pare or ret p� rfoh th �`�ope of work in the specified
catro : shall e° p red an, amt 'ned by the contractor and his
ubcontra ors. ontr shal su it copies to Project Management
io(:notic ,a o pro eed . C y ` trac is license shall accompany proposal.
V
u
ain any safety rails and barricades as
of work, or during deliveries of materials or
:) review Division 1 General Requirements for additional
required in order to perform this Work.
m th' event of conflicting, or overlapping requirements in any area of the
;pro `'sal documents, technical specifications, or drawings, the most
_ingent condition shall be proposed and constructed. Notify Project
Management in any event, in order to not compromise the Owner's right to
make appropriate decisions.
5. Contractor shall maintain As -Built Drawings, (Record Drawings per
Section 01720), of his work progression.
6. The Contractor shall not store materials, tools or debris inside the building
With out written permission. Contractor shall provide suitable storage
container, and be responsible for disposal off -site of all debris and trash.
7. The Contractor shall coordinate with Owner's representative on available
hours for Job Site access. Construction/Demolition: Sound levels
produced from tools and equipment in commercial construction,
demolition, drilling, or reasonably similar activies- such sound levels are
limited to the housrs of 8:00 a.m. to 7:00 p.m, Monday through Friday, and
9:00 a.m. to 5:00 p.m. on Saturday. The tools and equipment must be
muffled and maintained equal to the functional standards of the industry.
No exceptions contained in this subsection shall apply on Thankggiving
Day, Christmas Day and New Year's Day.
8. Coordination of each days works shall be done in advance with approval
from County. All spaces interior and exterior shall be cleaned and
returned to normal each work period.
AGREEMENT 00500-Page 53 of 207
KEY WEST LIGHT STATION RENOVATIONS
The Contract Documents
The Contract Documents consist of this
Supplementary and other Conditions),
issued prior to execution of this Agree
insurance documentation, and Modifica
Contract represents the enter nd m
supersedes prior negotiate s, repr"eser
enumeration of the Co actsDo nt
event of a discrepa cy tvVeen he c
the documents . Iu9 list
The Watk, of th
the 6
as fo
nt, Con itibhs of tl ontra (General,
Specifica -'nsi-Pl. posal cI ents, Addenda
her with the espon a RFP an all required
.d after execu on of -this." ent. The
P"Rment betwee the paereto and
a ement ,, e h tin nor oral. An
�n dif atons, p ars in Article 9. In the
ecedence shall'"e determined by the order of
ARTICLE 2
described in the Contract Documents, except to
tt Documents to be the responsibility of others, or
ARTICLE 3
a of" 'Co me eme t aSubstantial Completion
. 3The da of t rn�' ncement is the date to be fixed in a notice to proceed issued by the
Ow r x
Vhdre
actor`sfiall achieve Substantial Completion of the entire Work not lat hannr'"
forty (240) calendar days after the date of commencement or issu nce of a " once
The time or times stipulated in the contract for completion of the wcifed phases of the contract shall be the calendar date or dates listed i the m' estone
Liquidated damages will be based on the Substantial Comp
all approved extensions in time as set forth by the Direc "
of approval on the Certificate of Substantial Comple n T
shall be utilized to determine the amount of liouid ddama�
CONTRACT AMOUNT
Under $50,000.00
$50,000.00-99, 999.00
$100, 0 00.00-499, 999.00
$500,000.00 and Up
00500-Page 54 of 207
KEY WEST LIGHT STATION RENOVATIONS
4.1 The owner shall pay the Contractor in current funds for the Contractor's performance of
the Contract the Contract Sum of
/100
Dollars ($ ), subject to additions and deductions as provided in the Contract
Documents.
4.2 The Contract Sum is based upon the following alternates, if any, which are described in
the Contract Documents and are hereby accepted by the Owner:
(State the numbers or other identification of accepted alternates. If decisions on other
alternates are to be made by the Owner subsequent to the execution of this Agreement. Attach
a schedule of such other alternates showing the amount for each and the date until which that
amount is valid.)
ADD Alternate No. 1 Patching of slate roofing at keepers quarters, oilhouse, and wood shingle
roofing at shed building.
/100
(Cost in words)
Dollars ($ )
ADD Alternate No.2: New Copper Gutters and Downspouts at the Lighthouse keepers
quarters.
/100
(Cost in words)
Dollars ($ )
ADD Alternate No.3: Patching and Painting of interior masonry at the Lightouse.
100
(Cost in words)
Dollars ($ )
4.3 Unit prices, if any, are as follows:
ARTICLE 5
Progress Payments
5.1 Based upon Applications for Payment submitt y Co' tracto . o the Di
Project Management, and upon approval for pa tissuedby. a trecta ; of Pr(
Management and Architect, the Owner shall m progrpaym nts nracc. nt;
Contract Sum to the contractor as provided belre in\the iantraci'1
AGREEMENT
005ge 55 of 207
{
. ice. ..a........ � .{ .,.+...... ..,v. ,......
KEY WEST LIGHT STATION RENOVATIONS
5.2 The period covered by each Application for payment shall be one calendar month ending
on the last day of the month, or as follows:
5.3 Payment will be made by the Owner in accordance with the Florida Local Government
Prompt Payment Act, section 218.735, Florida Statutes.
5.4 Each Application for Payment shall be based upon the Schedule of Values submitted by
the Contractor in accordance with the Contract Documents. The Schedule of Values shall
allocate the entire Contract Sum among the various portions of the Work and be prepared in
such form and supported by such data to substantiate its accuracy as the Director of Project
Management may require. This schedule, unless objected to by the Director of Project
Management, shall be used as a basis for reviewing the Contractor's Applications for Payment.
5.5 Applications for Payment shall indicate the percentage of completion of each portion of
the Work as of the end of the period covered by the Application for Payment.
5.6 Subject to the provisions of the Contract Documents, the amount of each progress
payment shall be computed as follows:
5.6.1 Take that portion of the Contract Sum properly allocable to completed Work as
determined by multiplying the percentage completion of each portion of the Work by the share
of the total Contract Sum allocated to that portion of the Work in the Schedule of Values, less
retainage of Ten Percent 10%. Pending final determination of cost to the owner of changes in
the Work, amounts not in dispute may be included in Applications for Payment. The amount of
credit to be allowed by the Contractor to the Owner for a deletion or change which results in a
net decrease in the Contract Sum shall be the net cost to the Owner, less Overhead, Profit and
Documented Costs incurred prior to the change Request, as indicated in the corresponding line
item in the Approved Schedule of Values for that line item as confirmed by the Director of
Project Management. When both additions and credits covering related Work or substitutions
are involved in a change the allowance for overhead and profit shall be figured on the basis of
net increase, if any, with respect to that change.
5.6.2 Add that portion of the Contract Sum properly allocable to materials and equipment
delivered and suitably stored at the site for subsequent incorporation in the completed
construction (or, if approved in advance by the Owner, suitably stored off the site at a location
agreed upon in writing), less retainage;
5.6.3 Subtract the aggregate of previous payments made by the Owner; and
5.6.4 Subtract amounts, if any, for which the Director of Project Management s ithheld or
nullified a Certificate for Payment as provided in Paragraph 9.5 of the Gener onditr ns.
5.7 Retainage of 10% will be withheld in accordance with section 2
Statutes.
5.8 Reduction or limitation of retainage, if any, shall be a ollows:
Monroe County is exempt from and not subject to Florida 'fu s 255.078,
Retainage". Reduction or limitation of retainage, if any, s Il,pe"r. duced in(
discretion of and upon the approval of the Director ot,,ojecVlana= ment.
AGREEMENT
56 of 207
KEY WEST LIGHT STATION RENOVATIONS
Final Payment
Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the
Owner to the Contractor when (1) the Contract has been fully performed by the Contractor
except for the Contractor's responsibility to correct nonconforming Work as provided in
Subparagraph 12.2.2 of the General Conditions ,and to satisfy other requirements, if any, which
necessarily survive final payment, and (2) a final approval for payment has been issued by the
Director of Project Management. Such final payment shall be made by the Owner not more
than 20 days after the issuance of the final approval for payment. The following documents
(samples in section 1027) are required for Final Payment:
(1) Application and Certificate for Payment
(2) Continuation Sheet
(3) Certificate of Substantial Completion
(4) Contractor's Affidavit of Debts and Claims
(5) Contractor's Affidavit of Release of Liens
(6) Final Release of Lien
(7) Contractor shall provide two (2) hard copies in tabulated divided binders and
one (1) saved electronically tabbed and indexed in Adobe Acrobat file (.PDF)
format delivered on a downloadable CD/DVD of all the following but not limited
to:
A .Project Record Documents (As Built Documents).
B. Operating and maintenance data, instructions to the Owner's personnel.
C. Warranties, bond and guarantees.
D. Keys and keying schedule.
E. Spare parts and maintenance materials.
F. Electronic copies of approved submittals
G. Evidence of payment and final release of liens and consent of surety to final
release (includes final release from all utilities and utility companies).
ARTICLE 7
Miscellaneous Provisions
7.1 Where reference is made in this Agreement to a provision of the Ge' eral C
another Contract Document, the reference refers to that provision as amendekt., rbs
by other provisions of the Contract Documents.
7.2 Payment shall be made according to the Florida Loca EGover ent Prompt
and Monroe. County Code.
7.3 Temporary facilities and services: As scrrbed ' Artil 34 f the ner
7.4 Monroe County's performance bli tion t a uride` this c ntract is p
upon an annual appropriation by th oard Co my Cd missi ers A_
AGREEMENT 00500-Page 57 of 207
KEY WEST LIGHT STATION RENOVATIONS
7.5 A person or affiliate who has been placed on the convicted vendor list following a
conviction for public entity crime may not submit a bid on a contract to provide any goods or
services to a public entity, may not submit a proposal on a contract with a public entity for the
construction or repair of a public building or public work, may not submit proposals on leases of
real property to public entity, may not be awarded or perform work as contractor, supplier,
subcontractor, or consultant under a contract with any public entity, and may not transact
business with any public entity in excess of the threshold amount provided in Section 287.017,
for CATEGORY TWO for a perio&of 36 months from the date.of being placed on the convicted
vendor list.
7.6 The following items are included in this contract:
a) Contractor shall maintain all books, records, and documents directly pertinent to
performance under this Agreement in accordance with generally accepted accounting principles
consistently applied. Each party to this Agreement or their authorized representatives shall
have reasonable and timely access to such records of each other party to this Agreement for
public records purposes during the term of the Agreement and for four years following the
termination of this Agreement. If an auditor employed by the County or Clerk determines that
monies paid to Contractor pursuant to this Agreement were spent for purposes not authorized
by this Agreement, the Contractor shall repay the monies together with interest calculated
pursuant to Sec. 55.03, FS, running from the date the monies were paid to Contractor.
b) Governing Law, Venue, Interpretation, Costs, and Fees: This Agreement shall be
governed by and construed in accordance with the laws of the State of Florida applicable to
contracts made and to be performed entirely in the State. In the event that any cause of action
or administrative proceeding is instituted for the enforcement or interpretation of this Agreement,
the County and Contractor agree that venue shall lie in the appropriate court or before the
appropriate administrative body in Monroe County, Florida. The Parties waive their rights to trial
by jury. The County and Contractor agree that, in the event of conflicting interpretations of the
terms or a term of this Agreement by or between any of them the issue shall be submitted to
mediation prior to the institution of any other administrative or legal proceeding, pursuant to
Section XVI of this agreement.
c) Severability. If any term, covenant, condition or provision of this Agreement (or the
application thereof to any circumstance or person) shall be declared invalid or unenforceable to
any extent by a court of competent jurisdiction, the remaining terms, covenants, co ns and
provisions of this Agreement, shall not be affected thereby; and each remaining t co nant,
condition and provision of this Agreement shall be valid and shall be enfo<e-"p
eto th ullest
extent permitted by law unless the enforcement of the remaining terms, cts' "onditi sand provisions of this Agreement would prevent the accomplishment of thel tent thiAgreement. The County and Contractor agree to reform the Agreement to a stncke`''
provision with a valid provision that comes as close as possible to the inten "of the stnc "' n
provision. ,
d) Attorney's Fees and Costs. The County and Co
cause of action or administrative proceeding is initiat or',
enforcement or interpretation of this Agreeme ,the pr
reasonable attorney's fees and court costs as ; n �aw'
shall include attorney's fees and courts costs in ppella�p
that in the
y party rely
`shall be
AGREEMENT 00500-Page 5,8 of 207
y } Y w
} y
} 4
n
KEY WEST LIGHT STATION RENOVATIONS
e) Binding Effect. The terms, covenants, conditions, and provisions of this Agreement
shall bind and inure to the benefit of the County and Contractor and their respective legal
representatives, successors, and assigns.
f) Authority. Each party represents and warrants to the other that the execution,
delivery and performance of this Agreement have been duly authorized by all necessary County
and corporate action, as required by law. Each party agrees that it has had ample opportunity to
submit this Contract to legal counsel of its choice and enters into this agreement freely,
voluntarily and with advise of counsel.
g) Claims for Federal or State Aid. Contractor and County agree that each shall be, and
is, empowered to apply for, seek, and obtain federal and state funds to further the purpose of
this Agreement; provided that all applications, requests, grant proposals, and funding
solicitations shall be approved by each party prior to submission.
h) Adjudication of Disputes or Disagreements. County and Contractor agree that all
disputes and disagreements shall be attempted to be resolved by meet and confer sessions
between representatives of each of the parties. If the issue or issues are still not resolved to the
satisfaction of the parties, then any party shall have the right to seek such relief or remedy as
may be provided by this Agreement or by Florida law: This Agreement is not subject to
arbitration.
i) Cooperation. In the event any administrative or legal proceeding is instituted against
either party relating to the formation, execution, performance, or breach of this Agreement,
County and Contractor agree to participate, to the extent required by the other party, in all
proceedings, hearings, processes, meetings, and other activities related to the substance of this
Agreement or provision of the services under this Agreement. County and Contractor
specifically agree that no party to this Agreement shall be required to enter into any arbitration
proceedings related to this Agreement.
j) Nondiscrimination. County and Contractor agree that there will be no discrimination
against any person, and it is expressly understood that upon a determination by a court of
competent jurisdiction that discrimination has occurred, this Agreement automatically terminates
without any further action on the part of any party, effective the date of the court order. County
or Contractor agree to comply with all Federal and Florida statutes, and all local ordinances, as
applicable, relating to nondiscrimination. These include but are not limited to: 1) Title VI of the
Civil Rights Act of 1964 (PL 88-352) which prohibits discrimination on the basis of race, color or
national origin; 2) Title IX of the Education Amendment of 1972, as amended (20 USC ss. 1681-
1683, and 1685-1686), which prohibits discrimination on the basis of sex; 3) Section 504 of the
Rehabilitation Act of 1973, as amended (20 USC s. 794), which prohibits discrimination on the
basis of handicaps; 4) The Age Discrimination Act of 1975, as amended (42 USC ss. 6101-
6107) which prohibits discrimination on the basis of age; 5) The Drug Abuse Office and
Treatment Act of 1972 (PL 92-255), as amended, relating to nondiscrimination on the basis of
drug abuse; 6) The Comprehensive Alcohol Abuse and Alcoholism Prevention, Treatment and
Rehabilitation Act of 1970 (PL 91-616), as amended, relating to nondiscrimination on the basis
of alcohol abuse or alcoholism; 7) The Public Health Service Act of 1912, ss. 523 and 527 (42
USC ss. 690dd-3 and 290ee-3), as amended, relating to confidentiality of alcohol and drug
abuse patient records; 8) Title Vlll of the Civil Rights Act of 1968 (42 USC s. et seq.), as
amended, relating to nondiscrimination in the sale, rental or financing of housing; 9) The
Americans with Disabilities Act of 1990 (42 USC s. 1201 Note), as maybe amended from time to
time, relating to nondiscrimination on the basis of disability; 10) Any other. nondiscrimination
AGREEMENT 00500-Page 59 of 207
KEY WEST LIGHT STATION RENOVATIONS
provisions in any Federal or state statutes which may apply to the
matter of, this Agreement.
k) Covenant of No Interest. County and Contractor covenant that N10
any interest, and shall not acquire any interest, which wo d: onflict in any
with its performance under this Agreement, and that o mte. st of each is
receive benefits as recited in this Agreement.
1) Code of Ethics. County agrees tha fficers an m oyees f the
and will be required to comply with the st daitls o "- nduct " or ublic ice
as delineated in Section 112.313, Florida tatute re g rdi, but of Urr i e
acceptance of gifts; doing business it." one Hagen Haut; rize ompe
public position, conflicting empl ment o co ` ractua relat "ship, a is
certain information.
m) No Solicits nt,Payr
itself, it has neither a [oyedi
employee working solely or it
agreed to pa person, con
employee rkmg lely for
contingent gn or res. ing fro
violation of thy' proton;-t Co
theAubject
Afy has
degr"
"tation or
; misuse of
or use of
u_ a °d Con actor warrant that, in respect to
y mp ny iir erson, other than a bona fide
nt and that it has not paid or
tI iri vid or firm, other than a bona fide
ss n- p rcentage, gift, or other consideration
r., ak of this Agreement. For the breach or
the County shall have the right to terminate
ion, to offset from monies owed, or otherwise
n, percentage, gift, or consideration.
Public cress S The ounty `` nd Contractor shall allow and permit reasonable access
Is on , all do`' men' `papers, letters or other materials in its possession or under
) , subje to the p visions of Chapter 119, Florida Statutes, and made or received by
I and C nt ctor= conjunction with this Agreement; and the County shall have the
unila rally c c this Agreement upon violation of this provision by Contractor.
cords that ordinarily and necessarily would be required
bit (iblic agency in order to perform the service.
(2) Provide the public with, access to public records on the same terms and conditions
that the public agency would provide the records and at'a cost that does not exceed the
cost provided in this chapter or as otherwise provided by law.
(3) Ensure that public records that are exempt or confidential and exempt from public
records disclosure requirements are not disclosed except as authorized by _J
(4) Meet all requirements for retaining public records and transfer, at :cost, t"
public agency all public records in possession of the contractor up ter h!
contract and destroy any duplicate public records that are exempt or Qnfide i ar
exempt from public records disclosure requirements. All r cords stored ectron�cal'
must be provided to the public agency in a format th a�or• atible with th mfor
technology systems of the public agency.
o) Non -Waiver of Immunity. Notwithst ding the p vis ns o ec. 76 and
Statutes, the participation of the Contract end ;tlCount in this °,_ re ent e
KEY WEST LIGHT STATION RENOVATIONS
acquisition of any commercial liability insurance coverage, self-insurance coverage, or local
government liability insurance pool coverage shall not be deemed a waiver of immunity to the
extent of liability coverage, nor shall any contract entered into by the County be required to
contain any provision for waiver.
p) Privileges and Immunities. All of the privileges and immunities from liability,
exemptions from laws, ordinances, and rules and pensions and relief, disability, workers'
compensation, and other benefits which apply to the activity of officers, agents, or employees of
any public agents or employees of the County, when performing their respective functions under
this Agreement within the territorial limits of the County shall apply to the same degree and
extent to the performance of such functions and duties of such officers, agents, volunteers, or
employees outside the territorial limits of the County.
q) Legal Obligations and Responsibilities: Non -Delegation of Constitutional or Statutory
Duties. This Agreement is not intended to, nor shall it be construed as, relieving any
participating entity from any obligation or responsibility imposed upon the entity by law except to
the extent of actual and timely performance thereof by any participating entity, in which case the
performance may be offered in satisfaction of the obligation or responsibility. Further, this
Agreement is not intended to, nor shall it be construed as, authorizing the delegation of the
constitutional or statutory duties of the County, except to the extent permitted by the Florida
constitution, state statute, and case law.
r) Non -Reliance by Non -Parties. No person or entity shall be entitled to rely upon the
terms, or any of them, of this Agreement to enforce or attempt to enforce any third -party claim or
entitlement to or benefit of any service or program contemplated hereunder, and the County and
the Contractor agree that neither the County nor the Contractor or any agent, officer, or
employee of either shall have the authority to inform, counsel, or otherwise indicate that any
particular individual or group of individuals, entity or entities, have entitlements or benefits under
this Agreement separate and apart, inferior to, or superior to the community in general or for the
purposes contemplated in this Agreement.
s) Attestations. Contractor agrees to execute such documents as the County may
reasonably require, to include a Public Entity Crime Statement, an Ethics Statement, and a
Drug -Free Workplace Statement.
t) No Personal Liability. No covenant or agreement contained herein shall be deemed
to be a covenant or agreement of any member, officer, agent or employee of Monroe County in
his or her individual. capacity, and no member, officer, agent or employee of Monroe County
shall be liable personally on this Agreement or be subject to any personal liability or
accountability by reason of the execution of this Agreement.
u) Execution in Counterparts. This Agreement may be executed in a numh, of
counterparts, each of which shall be regarded as an original, all of which tak togeti' shall
constitute one and the same instrument and any of the parties heret may ex ° ute
Agreement by signing any such counterpart.
v) Hold Harmless and Indemnification. Notwithstandi any minim �risura e
requirements prescribed elsewhere in this agreement, Contra r.s all defend, in Imnifys, nd
hold the COUNTY and the COUNTY's elected and appointed tcers;r nd employees arml' s
from and against (i) any claims, actions or causes of a 'on, (i ;any gation, admin tratwe;
proceedings, appellate proceedings, or other pro edgings .,ela `ng to;, any type of fury
(including death), loss, damage, fine, penalty or usiness inter pt n, an (iii) an c St
AGREEMENT s; Q5QQ Page 6?! " 207
P..
KEY WEST LIGHT STATION RENOVATIONS
expenses that may be asserted against, initiated with respect to, or sustained by, any
indemnified party by reason of, or in connection with, (A) any activity of Contractor or any of its
employees, agents, contractors or other invitees during the term of this Agreement, (B) the
negligence or willful misconduct of Contractor or any of its employees, agents, sub -contractors
or other invitees, or (C) Contractor's default in respect of any of the obligations that it
undertakes under the terms of this Agreement, except to the extent the claims, actions, causes
of action, litigation, proceedings, costs or expenses arise from the intentional or sole negligent
acts or omissions of the COUNTY or any of its employees, agents, contractors or invitees (other
than Contractor). Insofar as the claims, actions, causes of action, litigation, proceedings, costs
or expenses relate to events or circumstances that occur during the term of this Agreement, this
section will survive the expiration of the term of this Agreement or any earliertermination of this
Agreement.
In the event that the completion of the project (to include the work of others) is delayed or
suspended as a result of the Contractor s failure to purchase or maintain the required insurance,
the Contractor shall indemnify the County from any and all increased expenses resulting from
such delay. Should any claims be asserted against the County by virtue of any deficiency or
ambiguity in the plans and specifications provided by the Contractor, the Contractor agrees and
warrants that the Contractor shall hold the County harmless and shall indemnify it from all
losses occurring thereby and shall further defend any claim or action on the County's behalf.
The first ten dollars ($10.00) of remuneration paid to the Contractor is for the indemnification
provided for the above.
w) Section Headings. Section headings have been inserted in this Agreement as a
matter of convenience of reference only, and it is agreed that such section headings are not a
part of this Agreement and will not be used in the interpretation of any provision of this
Agreement.
x) Disadvantaged Business Enterprise (DBE) Poli and O 'gation. It is the policy of
the County that DBE's, as defined in C.F.R. Part 26, as ended " all ve the opportunity to
participate in the performance of contracts financed in ole or;`' pa Jt ,County funds under
this agreement. The DBE requirements of applicable fe eral a tate ,ta' s and regulations
apply to this Agreement. The County and its Contractor a ' ee to ensur at DBE's have the
opportunity to participate in the performanc Im.. he Agreemen In .tt is gard, r cipients and
contractors shall take all necessary and r sona a steps in ac rdanc it apphc . le federal
and state laws and regulations to ensure haft D : E's have the �pport , tty toy c"pete and
perform contracts. The Counn ty a „ o cto and s, contractors s all nat dis inate on the
basis of race, color, national Agin ar se in ward nd perfo an a ,of ' " ntracts, entered
pursuant to this Agreement. =$
y) Agreement h S contr "cto s In t e eve F. that the Coractor subcontracts any or
all of the work in t �prote , to riy thi �party;�' he Con ctor s"cifically agrees to identify the
COUNTY as an a ifonai m re 'on all ins`' ance policie .;r "Fuired by the County. In addition,
the Contra c spe ' iea�V ag es at a{; agreements or contracts of any nature with his
subcontr orss . II i ludthe U Y asditional insured.
00990 of the Project Manual for this Project.
ARTICLE 8
"GR NT 00500-Page 62 of 207
KEY WEST LIGHT STATION RENOVATIONS
Termination or Suspension
8.1 The Contract may be terminated by the Owner as provided in Article 14 of the General
Conditions.
ARTICLE 9
Enumeration of Contract Documents
9.1 The Contract Documents, except for Modifications issued after execution of this
Agreement, are enumerated as follows: (Insert information here).
a) Drawings: A.0, A1.0, A1.1, A1.2, A2.0, A2.1, A2.2, A3.0, A3.1, A3.2, A8.0,
b) Project Manual: Dated March 2015
c) Specifications submitted by Bender & Associates Architects dated January 15, 2015.
9.1.1 The Agreement is this executed Standard Form of Agreement Between Owner and
Contractor.
9.1.2 The General Conditions are the General Conditions of the Contract for Construction.
9.1.3 The Supplementary and other Conditions of the Contract are those contained in the
Project Manual dated:
9.1.6 The Addenda, if any, are as follows:
9.1.7 The Alternates, if any, are as
Alternate No. 1:
shingle roofing a
Alternate No.2: N
oilhouse, and wood
Lighthouse keepers
sonry at the Lightouse.
00500-Page 63 of 207
KEY WEST LIGHT STATION RENOVATIONS
END ALTERNATES
This Agreement is entered into as of the day and year first written ab a and exe to at
least four original copies of which one is to be delivered to the Contract
Execution by the Contractor must be by a person with a qk to bind the eh
SIGNATURE OF THE PERSON EXECUTING THE DOCUMENT MUST BE
WITNESSED BY ANOTHER OFFIC OF, E ENTITY.
(SEAL) BOARD OF . TY:CC
Attest: Amy Heavilin, Clerk OF NROE�QUN
name:
On this _ day of , 20_, before me ,the undersigned notary public,
Personally appeared , known to me to be the
Person whose name is subscribed above or who produced
As identification, and acknowledged that he/she is the person who executed the
above contract with Monroe County for the Key West Light Station Renovations.
for the purposes therein contained.
Notary Public
Print Name
My commission expires:
Seal
AGREEMENT 00500-Page 64 of 207
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GENERAL REQUIREMENTS
Where Project Management is Not a Constructor
Section 00750
General Conditions
Section 00970
Project Safety and Health Plan
Section 00980
Contractor Quality Control Plan
Section 00990
Special Conditions
Section 01010
Summary of Work
Section 01015
Contractor's Use of the Premises
Section 01027
Application for Payment
Section 01030
Alternates
Section 01040
Project Coordination
Section 01045
Cutting and Patching
Section 01050
Field Engineering
Section 01200
Project Meetings
Section 01301
Submittals
Section 01310
Progress Schedules
Section 01370
Schedule of Values
Section 01385
Daily Construction Reports
Section 01395
Request for Information — (RFI)
Section 01400
Quality Control
Section 01410
Testing Laboratory Services
Section 01421
Reference Standards and Definitions
Section 01500
Temporary Facilities
Section 01520
Construction Aids
Section 01550
Access Roads and Parking Areas
Section 01560
Temporary Controls
Section 01590
Field Offices and Sheds
Section 01595
Construction Cleaning
Section 01600
Material and Equipment
Section 01630
Post -Proposal Substitutions
Section 01640
Product Handling
Section 01700
Contract Closeout
Section 01710
Final Cleaning
Section 01720
Project Record Documents
Section 01730
Operation and Maintenance Data
Section 01740
Warranties
GENERAL REQUIREMENTS Page 65 of 207
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Section 00750
General Conditions of the Contract for Construction
Where Project Management is Not a Constructor
Table of Articles
1. General Provisions
2. Owner
3. Contractor
4. Administration of the Contract
5. Subcontractors
6. Construction by Owner or By Other Contractors
7. Changes in the Work
8. Time
9. Payments and Completion
10. Protection of Persons and Property
11. Insurance and Bonds
12. Uncovering and Correction of Work
13. Miscellaneous Provisions
14.Termination or Suspension of the Contract
GENERAL REQUIREMENTS Page 66 of 207
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SECTION 00750
GENERAL CONDITIONS OF THE CONTRACT
1.0 GENERAL PROVISIONS
1.1 Basic Definitions
1.1.1 The Contract Documents: The Contract Documents consist of the Agreement
between Owner and Contractor, Conditions of the Contract (General, Supplementary and other
Conditions), Drawings, Specifications, addenda issued prior to execution of the Contract,
Owners proposal documents, other documents listed in the Agreement and Modifications issued
after execution of the Contract, and the Contractor's proposal and supporting documentation. A
Modification is (1) a written amendment to the Contract signed by both parties, (2) a Change
Order, (3) a Construction Change Directive or (4) a written order for a minor change in the Work
issued by Project Management.
1.1.2 The Contract: The Contract represents the entire and integrated agreement between
the parties hereto and supersedes prior negotiations, representations or agreements, either
written or oral. The Contract may be amended or modified only by a Modification. The Contract
Documents shall not be construed to create a contractual relationship of any kind (1) between
the Architect and Contractor, (2) between Project Management and Contractor, (3) between the
Architect and Project Management, (4) between the Owner and a Subcontractor or (5) between
any persons or entities other than the Owner and Contractor. The Owner shall, however, be
entitled to enforce the obligations under the Contract intended to facilitate performance of the
duties of Project Management and Architect.
1.1.3 The Work: The term "Work" means the construction and services required by the
Contract Documents, whether completed or partially completed, and includes all other labor,
materials, equipment and services provided or to be provided by the Contractor to fulfill the
Contractor's obligations. The Work may constitute the whole or a part of the Project.
1.1.4 The Project: The Project is the total construction of which the Work performed under
the Contract Documents may be the whole or a part and which may include construction by
other Contractors and by the Owner's own forces including persons or entities under separate
contracts not administered by Project Management.
1.1.5 The Drawings: The Drawings are the graphic and pictorial portions of the Contract
Documents, wherever located and whenever issued, showing the design, location and
dimensions of the Work, generally including plans, elevations, sections, details, schedules and
diagrams.
1.1.6 The Specifications: The Specifications are that portion of the Contract Documents
consisting of the written requirements for materials, equipment, construction systems, standards
and workmanship for the Work, and performance of related services.
1.1.7 The Project Manual: The Project Manual is the volume usually assembled for the Work
which may include the proposal requirements, sample forms, Conditions of the Contract and
Specifications.
1.2 Execution, Correlation and Intent
1.2.2 Execution of the Contract by the Contractor is a representation that the Contractor has
visited the site, become familiar with local conditions under which the Work is to be performed
and correlated personal observations with requirements of the Contract Documents.
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1.2.3 The intent of the Contract Documents are to include all items necessary for the proper
execution and completion of the Work by the contractor. The Contract Documents are
complementary, and what is required by one shall be as binding as if required by all;
performance by the Contractor shall be required only to the extent consistent with the Contract
Documents and reasonably inferable from them as being necessary to produce the intended
results.
1.2.4 Organization of the Specifications into divisions, sections and articles, and arrangement
of Drawings shall not control the Contractor in dividing the Work among Subcontractors or in
establishing the extent of Work to be performed by any trade.
1.2.5 Unless otherwise stated in the Contract Documents, words which have well-known
technical or construction industry meanings are used in the Contract Documents in accordance
with such recognized meanings.
1.2.6 Where on any of the drawings a portion of the Work is drawn out and the remainder is
indicated in outline, the parts drawn out shall also apply to all other like portions of the Work.
1.3 Ownership and Use of Architect's Drawings, Specifications and Other Documents
1.3.1 The Drawing, Specifications and other documents prepared by the Architect are
instruments of the Architect's service through which the Work to be executed by the Contractor
is described. The Contractor may retain one contract record set. Neither the Contractor nor
any Subcontractor, Sub -subcontractor or material or equipment supplier shall own or claim a
copyright in the Drawings, Specifications and other documents prepared by the Architect. All
copies of them, except the Contractor's record set, shall be returned or suitably accounted for to
Project Management, on request, upon completion of the Work. The Drawings, Specifications
and other documents prepared by the Architect, and copies thereof furnished to the Contractor,
are for use solely with respect to the Project. They are not to be used by the Contractor or any
Subcontractor, Sub -subcontractor or material or equipment suppliers unless they are granted a
limited license to use and reproduce applicable portions of the Drawings, Specifications and
other documents prepared by the Architect appropriate to and for use in the execution of their
Work under the Contract Documents. All copies made under this license shall bear the
statutory copyright notice, if any, shown on the Drawings, Specifications and other documents
prepared by the Architect. Submittal or distribution to meet official regulatory requirements or
for other purposes in connection with this Project is not to be construed as publication in
derogation of copyright or other reserved rights
1.3.2 Unless otherwise provided in the Contract Documents, the Contractor will be furnished,
two (2) original sealed copies and one (1) electronic copy of Drawings, Specifications and the
Project Manual free of charge for the execution of the Work. Additional copies may be obtained
from Project Management at a fee of $5.00 per page for full size drawings (.25 per page for
written specifications or 11"x 17" drawings).
1.4 Capitalization
1.4.1 Terms capitalized in these General Conditions include those which are (1) specifically
defined, (2) the titles of numbered articles and identified references to Paragraphs,
Subparagraphs and Clauses in the document or (3) the titles of other documents published by
the American Institute of Architects.
1.5 Interpretation
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1.5.1 In the interest of brevity the Contract Documents frequently omit modifying words such
as "all" and "any" and articles such as "the" and "an," but the fact that a modifier or an article is
absent from one statement and appears in another is not intended to affect the interpretation of
either statement.
2.0 OWNER
2.1 Definition
2.1.1 The Owner is Monroe County. The term "Owner" means the Owner or the Owner's
authorized representative.
2.2 Information and Services Required of the Owner
2.2.2 The owner shall furnish initial site surveys describing physical characteristics, legal
limitations and utility locations for the site of the Project, and a legal description of the site.
2.2.3 ' For existing facilities the Owner shall secure and pay for necessary approvals,
easements, assessments and charges, required for construction, use or occupancy of
permanent structures or for permanent changes in existing facilities except for permits and fees
which are the responsibility of the Contractor under the Contract Documents. It is the
Contractor's responsibility to secure and pay for the building permit(s) for the project.
2.2.4 Information or services under the Owners control shall be furnished by the Owner with
reasonable promptness to avoid delay in orderly progress of the Work.
2.2.5 Unless otherwise provided in the Contract Documents, the Contractor will be furnished
two (2) original sealed copies and one (1) electronic copy of Drawings, Specifications and the
Project Manual free of charge for the execution of the Work as provided in Subparagraph 1.3.2.
2.2.6 The Owner shall forward all communications to the Contractor through Project
Management and may contemporaneously provide the same communications to the Architect.
2.2.7 The foregoing are in addition to other duties and responsibilities of the Owner
enumerated herein and especially those in respect to Article 6 (Construction by Owner or by
Other Contractors), Article 9 (Payments and Completion) and Article 11 (Insurance and Bonds).
2.3 Owner's Right to Stop the Work
2.3.1 If the Contractor fails to correct Work which is not in accordance with the requirements of
the contract Documents as required by Paragraph 12.2 or persistently fails to carry out Work in
accordance with the Contract Documents, the Owner, by written order signed personally or by
an agent specifically so empowered by the Owner, may order the Contractor to stop the Work,
or any portion thereof, until the cause for such order has been eliminated; however, the right of
the Owner to stop the Work shall not give rise to a duty on the part of the Owner to exercise this
right for the benefit of the Contractor or any other person or entity.
2.4 Owner's Right to Carry Out the Work
2.4.1 If the Contractor defaults or neglects to carry out the Work in accordance with the
Contract Documents and fails within a three-day period after receipt of written notice from the
Owner to commence and continue correction of such default or neglect with diligence and
promptness, the Owner may after such three-day period give the Contractor a second written
notice to correct such deficiencies within a three-day period. If the Contractor within such
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second three-day period after receipt of such second notice fails to commence and continue to
correct any deficiencies, the Owner may, without prejudice to other remedies the Owner may
have, correct such deficiencies. In such case an appropriate Change Order shall be issued
deducting from payments then or thereafter due the Contractor the cost of correcting such
deficiencies, including compensation for another contractor or subcontractor or Project
Management's and Architect's and their respective consultants' additional services and
expenses made necessary by such default, neglect or failure. If payments then, or thereafter,
due the Contractor are not sufficient to cover such amounts, the Contractor shall pay the
difference to the Owner. In the event of clean-up issues, Owner has right to provide a minimum
of 24 hours notice. In the event of safety issues determined to be of a serious nature, as
determined by Project Management, notice will be given, and contractor is required to rectify
deficiency immediately.
3.0 CONTRACTOR
3.1 Definition
3.1.1 The Contractor is the person or entity identified as such in the Agreement and is referred
to throughout this Agreement as if singular in number. The term "Contractor" means the
Contractor or the Contractor's authorized representative.
3.1.2 The plural term "Contractors" refers to persons or entities who perform construction
under Conditions of the Contract that are administered by Project Management, and that are
identical or substantially similar to these Conditions.
3.2 Review of Contract Documents and Field Conditions by Contractor -
3.2.1 The Contractor shall carefully study and compare the Contract Documents with each
other and with information furnished by the Owner pursuant to Subparagraph 2.2.2 and shall at
once report to Project Management and Architect errors, inconsistencies or omissions -
discovered. The Contractor shall not be liable to the Owner, Project Management or Architect
for damage resulting from errors, inconsistencies or omissions in the Contract Documents
unless the Contractor recognized such error, inconsistency or omission and knowingly failed to
report it to Project Management and Architect. If the Contractor performs any construction
activity knowing it involves a recognized error, inconsistency or omission in the Contract
Documents without such notice to Project Management and Architect, the Contractor shall
assume appropriate responsibility for such performance and shall bear an appropriate amount
of the attributable costs for correction.
3.2.2 The Contractor shall take field measurements and verify field conditions and shall
carefully compare such field measurements and conditions and other information known to the
Contractor with the Contract Documents before commencing activities. Errors, inconsistencies
or omissions discovered shall be reported to Project Management and Architect at once.
3.2.3 The Contractor shall perform the Work in accordance with the Contract Documents and
submittals approved pursuant to Paragraph 3.12.
3.3 Supervision and Construction Procedures
3.3.1 The Contractor shall supervise and direct the Work, using the Contractor's best skill and
attention. The Contractor shall be solely responsible for and have control over construction
means, methods, techniques, sequences and procedures and for coordinating all portions of the
Work under this Contract, subject to overall coordination of Project Management as provided in
Subparagraphs 4.6.3 and 4.6.5.
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3.3.2 The Contractor shall be responsible to the Owner for acts and omissions of the
Contractor's employees, Subcontractors and their agents and employees, and other persons
performing portions of the Work under a contract with the Contractor.
3.3.3 The Contractor shall not be relieved of obligations to perform the Work in accordance
with the Contract Documents either by activities or duties of Project Management in its
administration of the Contract, or by test, inspections or approvals required or performed by
persons other than the Contractor.
3.3.4 The Contractor shall inspect portions of the Project related to the Contractor's Work in
order to determine that such portions are in proper condition to receive subsequent work.
3.3.5 The Contractor shall verify that the Construction Documents being worked with are the
most recent and updated available, including all Addenda information. Also the Contractor will
perform the work strictly in accordance with this contract.
3.4 Labor and Materials
3.4.1 Unless otherwise provided in the Contract Documents, the Contractor shall provide and
pay for labor, materials, equipment, tools, construction equipment and machinery, water, heat,
utilities, transportation, and other facilities and services necessary for proper execution and
completion of the Work, whether temporary or permanent and whether or not incorporated or to
be incorporated in the Work.
3.4.2 The Contractor shall enforce strict discipline and good order among the Contractor's
employees and other persons carrying out the Contract. The Contractor shall not permit
employment of unfit persons or persons not skilled in tasks assigned to them.
3.4.3 The Contractor is responsible for the conduct of his employees at all times. Misconduct,
destruction of property, unsafe practices, or violation of any Federal or State regulations
including abuse of alcohol or drugs, will be cause for permanent dismissal from the project. If
any Contractor's employee is determined to be detrimental to the Project, as deemed by Project
Management, the Contractor will remove and/or replace the employee at the request of Project
Management. Employees dismissed from the project will be transported from the job site at the
Contractor's expense.
3.4.4 The Contractor shall be totally responsible for the security of his work, materials,
equipment, supplies, tools, machinery, and construction equipment.
3.4.5 The Contractor shall be responsible for complete, timely and accurate field
measurements as necessary for proper coordination, fabrication and installation of his materials
and equipment. The Contractor agrees to cooperate with Project Management, if required, to
accommodate any discovered variations or deviations from the Drawings and Specifications so
that the progress of the Work is not adversely affected.
3.5 Warranty
3.5.1 The Contractor warrants to the Owner, Project Management and Architect that materials
and equipment furnished under the Contract will be of good quality and new unless otherwise
required or permitted by the Contract Documents, that the Work will be free from defects not
inherent in the quality required or permitted, and that the Work will conform with the
requirements of the Contract Documents. Work not conforming to these requirements, including
substitutions not properly approved and authorized, may be considered defective. The
Contractor's warranty excludes remedy for damage or defect caused by abuse, modifications
not executed by the Contractor, improper or insufficient maintenance, improper operation, or
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normal wear and tear under normal usage. If required by Project Management, the Contractor
shall furnish satisfactory evidence as to the kind and quality of materials and equipment.
3.6 Taxes
3.6.1 The Contractor shall pay sales, consumer, use and similar taxes for the Work or portions
thereof provided by the Contractor which are legally enacted when bids are received or
negotiations concluded, whether or not yet effective or merely scheduled to go into effect.
3.7 Permits, Fees and Notices
3.7.1 The Contractor shall secure and pay for all permits, impact fees, governmental fees,
licenses, inspections, testing, surveys and utility fees required by Federal, State, Municipal or
Utility entities having jurisdiction over the project for the proper execution and completion of the
Work which are customarily secured after execution of the Contract and which are legally
required at the time bids are received. The Contractor will be responsible for all building permit
costs or impact fees required for this project. The Contractor shall secure and pay for all
building and specialty permits including plumbing, electrical, HVAC, etc.
3.7.2 The Contractor shall comply with and give notices required by laws, ordinances, rules,
regulations and lawful orders of public authorities bearing on performance of the Work.
3.7.3 It is not the Contractors responsibility to ascertain that the Contract Documents are in
accordance with applicable laws, statutes, ordinances, building codes, and rules and
regulations. However, if the Contractor observes that portions of the Contract Documents are at
variance therewith, the Contractor shall promptly notify Project Management, Architect and
Owner in writing, and necessary changes shall be accomplished by appropriate Modification.
3.7.4 If the Contractor performs Work knowing it to be contrary to laws, statutes, ordinances,
building codes, and rules and regulations without such notice to Project Management, Architect
and Owner, the Contractor shall assume full responsibility for such Work and shall bear the
attributable costs.
3.9 Superintendent
3.9.1 The Contractor shall employ a competent superintendent and necessary assistants who
shall be in attendance at the Project site during performance of the Work. The superintendent_
shall represent the Contractor, and communications given to the superintendent shall be as
binding as if given to the Contractor. Important communications shall be confirmed in writing.
Other communications shall be similarly confirmed on written request in each case. The
superintendent shall be satisfactory to Project Management and shall not be changed except
with the consent of Project Management, unless the superintendent proves to be unsatisfactory
to the Contractor or ceases to be in his employ.
3.10 Contractor's Construction Schedule
3.10.1 The Contractor, promptly after being awarded the Contract, shall prepare and submit for
the Owner's and Architect's information and Project Management's approval a Contractor's
Construction Schedule for the Work. Such schedule shall not exceed time limits current under
the Contract Documents, shall be revised at appropriate intervals as required by the conditions
of the Work and Project, shall be related to the entire Project construction schedule to the extent
required by the Contract Documents, and shall provide for expeditious and practicable
execution of the Work. This schedule, to be submitted within fourteen (14) days after Contract
Award, shall indicate the dates for the starting and completion of the various stages of
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construction, shall be revised as required by the conditions of the Work, and shall be subject to
Project Management's approval.
3.10.2 The Contractor shall cooperate with Project Management in scheduling and performing
the Contractor's Work to avoid conflict, delay in or interference with the Work of other
Contractors or the construction or operations of the Owner's own forces.
3.10.4 The Contractor shall conform to the most recent schedules.
3.10.5 Project Management will schedule and conduct a project meeting at a minimum of one
meeting per month in each month which the Contractor shall attend. At this meeting, the
parties can discuss jointly such matters as progress, scheduling, and problems.
3.11 Documents and Samples at the Site
3.11.1 The Contractor shall maintain at the site for the Owner one record copy of the Drawings,
Specifications, addenda, Change Orders and other Modifications, in good order and marked
currently to record changes and selections made during construction, and in addition approved
Shop Drawings, Product Data, Samples and similar required submittals. These shall be
available to Project Management and Architect and shall be delivered to Project Management
for submittal to the Owner upon completion of the Work.
3.12 Shop Drawings, Product Data and Samples
3.12.1 Shop Drawings are drawings, diagrams, schedules and other data specially prepared for
the Work by the Contractor or a Subcontractor, Sub -subcontractor, manufacturer, supplier or
distributor to illustrate some portion of the Work.
3.12.2 Product Data are illustrations, standard schedules, performance charts, instructions,
brochures, diagrams and other information furnished by the Contractor to illustrate materials or
equipment for some portion of the Work.
3.12.3 Samples are physical examples which illustrate materials, equipment or workmanship
and establish standards by which the Work will be judged.
3.12.4 Shop Drawings, Product Data, Samples and similar submittals are not Contract
Documents. The purpose of their submittal is to demonstrate for those portions of the Work for
which submittals are required the way the Contractor proposes to conform to the information
given and the design concept expressed in the Contract Documents. Review by Project
Management is subject to the limitations of Subparagraph 4.6.12.
3.12.5 The Contractor shall review, approve and submit to Project Management, in accordance
with the schedule and sequence approved by Project Management, Shop Drawings, Product
Data, Samples and similar submittals required by the Contract Documents. The Contractor
shall cooperate with Project Management in the coordination of the Contractor's Shop
Drawings, Product Data, Samples and similar submittals with related documents submitted by
other Contractors. Submittals made by the Contractor which are not required by the Contract
Documents may be returned without action.
3.12.6 The Contractor shall perform no portion of the Work requiring submittal and review of
Shop Drawings, Product Data, Samples or similar submittals until the respective submittal has
been approved by Project Management. Such Work shall be in accordance with approved
submittals.
3.12.7 By approving and submitting Shop Drawings, Product Data, Samples and similar
- submittals, the Contractor represents that the Contractor has determined and verified materials,
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field measurements and field construction criteria related thereto, or will do so, and has checked
and coordinated the information contained within such submittals with the requirements of the
Work and of the Contract Documents.
3.12.8 The Contractor shall not be relieved of responsibility for deviations from requirements of
the Contract Documents by Project Management approval of Shop Drawings, Product Data,
Samples or similar submittals unless the Contractor has specifically informed Project
Management and Architect in writing of such deviation at the time of submittal and Project
Management have given written approval to the specific deviation. The Contractor shall not be
relieved of responsibility for errors or omissions in Shop Drawings, Product Data, Samples or
similar submittals by Project Management's approval thereof.
3.12.9 The Contractor shall direct specific attention, in writing or on resubmitted Shop
Drawings, Product Data, Samples or similar submittals, to revisions other than those requested
by Project Management and Architect on previous submittals.
3.12.10 Informational submittals upon which Project Management are not expected to take
responsive action may be so identified in the Contract Documents.
3.12.11 When professional certification of performance criteria of materials, systems or
equipment is required by the Contract Documents, Project Management and Architect shall be
entitled to rely upon the accuracy and completeness of such calculations and certifications.
3.12.12 If materials specified in the Contract Documents are not available on the present
market, the Contractor may submit data on substitute materials to Project Management for
approval by the Owner.
3.13 Use of Site
3.13.1 The Contractor shall confine operations at the site to areas permitted by law, ordinances,
permits and the Contract Documents and shall not unreasonably encumber the site with
materials or equipment.
3.13.2 The Contractor shall coordinate the Contractor's operations with, and secure the
approval of, Project Management before using any portion of the site.
3.14 Cutting and Patching
3.14.1 The Contractor shall be responsible for cutting, fitting or patching required to complete
the Work or to make its parts fit together properly; He shall also provide protection of existing
work as required.
3.14.2 The Contractor shall not damage or endanger a portion of the Work or fully or partially
completed construction of the Owner's own forces or of other Contractors by cutting, patching,
excavating or otherwise altering such construction. The Contractor shall not cut or otherwise
alter such construction by other Contractors or by the Owner's own forces except with written
consent of Project Management, Owner and such other contractors: such consent shall not be
unreasonably withheld. The Contractor shall not unreasonably withhold from the other
Contractors or the Owner the Contractor's consent to cutting or otherwise altering the Work.
When structural members are involved, the written consent of Project Management shall also be
required. The Contractor shall not unreasonably withhold from Project Management or any
separate contractor his consent to cutting or otherwise altering the Work.
3.14.3 The Contractor shall arrange for any blockouts, cutouts, or openings required for the
installation of his materials and equipment and the execution of his work, whether or not shown
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or indicated on the Drawings. The Contractor shall be further responsible for sealing and/or
finishing, in an acceptable fashion and meeting any applicable code requirements, and such
block -out, cutout opening, or other hole in any fire -related floor, ceiling, wall, security wall, or
any other finished surface.
3.15 Cleaning Up
3.15.1 The Contractor shall keep the premises and surrounding area free from accumulation of
waste materials or rubbish caused by operations under the Contract. At completion of the Work
the Contractor shall remove from and about the project waste materials rubbish, the
Contractor's tools, construction equipment, machinery and surplus materials. Clean up shall be
performed to the satisfaction of the Owner or Project Management.
3.15.2 If the Contractor fails to clean up as provided in the Contract Documents, Project
Management may do so with the Owner's approval and the cost thereof shall be charged to the
Contractor.
3.16 Access to Work
3.16.1 The Contractor shall provide the Owner, Project Management and Architect access to
the Work in preparation and progress wherever located.
3.17 Royalties and Patents
3.17.1 The Contractor shall pay all royalties and license fees. The Contractor shall defend suits
or claims for infringement of patent rights and shall hold the Owner, Project Management and
Architect harmless from loss on account thereof, but shall not be responsible for such defense
or loss when a particular design, process or product of a particular manufacturer or
j manufacturers is required by the Contract Documents. However, if the Contractor has reason to
believe that the required design, process or product is an infringement of a patent, the
Contractor shall be responsible for such loss unless such information is promptly furnished to
the Architect and Project Management.
3.18 Indemnification and Hold Harmless
3.18.1 Notwithstanding any minimum insurance requirements prescribed elsewhere in this
agreement, Contractor shall defend, indemnify and hold the COUNTY and the COUNTY's
elected and appointed officers and employees harmless from and against (1) any claims, actions
or causes of action, (ii) any litigation, administrative proceedings, appellate proceedings, or
other proceedings relating to any type of injury (including death), loss, damage, fine, penalty or
business interruption, and (III) any costs or expenses that may be asserted against, initiated with
respect to, or sustained by, any indemnified party by reason of, or in connection with, (A) any
activity of Contractor or any of its employees, agents, contractors or other invitees during the
term of this Agreement, (B) the negligence or willful misconduct of Contractor or any of its
employees, agents, sub -contractors or other invitees, or (C) Contractor's default in respect of
any of the obligations that it undertakes under the terms of this Agreement, except to the extent
the claims, actions, causes of action, litigation, proceedings, costs or expenses arise from the
intentional or sole negligent acts or omissions of the COUNTY or any of its employees, agents,
contractors or invitees (other than Contractor). Insofar as the claims, actions, causes of action,
litigation, proceedings, costs or expenses relate to events or circumstances that occur during
the term of this Agreement, this section will survive the expiration of the term of this Agreement
or any earlier termination of this Agreement.
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In the event that the completion of the project (to include the work of others) is delayed or
suspended as a result of the Contractor's failure to purchase or maintain the required insurance,
the Consultant shall indemnify the County from any and all increased expenses resulting from
such delay. Should any claims be asserted against the County by virtue of any deficiency or
ambiguity in the plans and specifications provided by the Contractor, the Contractor agrees and
warrants that the Contractor shall hold the County harmless and shall indemnify it from all
losses occurring thereby and shall further defend any claim or action on the County's behalf.
The first ten dollars ($10.00) of remuneration paid to the Contractor is for the indemnification
provided for the above.
4.0 ADMINISTRATION OF THE CONTACT
4.1 Architect/Engineer
4.1.1 The Architect and /or Engineer is the person lawfully licensed to practice
architecture/engineering or any entity lawfully practicing architecture/engineering identified as
such in the Agreement and is referred to throughout the Contract Documents as if singular in
number. The term "Architect' means the Architect or the Architect's authorized representative.
4.2 Project Management
4.2.1 Project Management is the person or entity identified as such in the Agreement and is
referred to throughout the Contract Documents as if singular in number. The term "Project
Management' means Monroe County Project Management Department or Project
Management's authorized representative.
4.3 Duties, responsibilities and limitations of authority of Project Management and Architect
as set forth in the Contract Documents shall not be restricted, modified or extended without
written consent of the Owner, Project Management, Architect and Contractor. Consent shall not
be unreasonably withheld.
4.4 In case of termination of employment of Architect, the Owner shall appoint an Architect
whose status under the Contract Documents shall be that of the former Architect.
4.5 Not Used
4.6 Administration of the Contract
4.6.1 Project Management and Engineer will provide administration of the Contract as
described in the Contract Documents, and will be the Owner's representatives (1) during
construction, (2) until final payment is due and (3) with the Owner's concurrence, from time to
time during the correction period described in Paragraph 12.2. Project Management and
Engineer will advise and consult with the Owner and will have authority to act on behalf of the
Owner only to the extent provided in the Contract Document, unless otherwise modified by
written instrument in accordance with other provision of the Contract.
4.6.2 Project Management and Engineer will determine in general that the Work is being
performed in accordance with the requirements of the Contract Documents, will keep the Owner
informed of the progress of the Work, and will endeavor to guard the Owner against defects and
deficiencies in the Work.
4.6.3 Project Management will provide for coordination of the activities of other Contractors
and of the Owners own forces with the Work of the Contractor, who shall cooperate with them.
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J, The Contractor shall participate with other Contractors and Project Management and Owner in
reviewing their construction schedules when directed to do so. The Contractor shall make any
revisions to the Construction schedule deemed necessary after a joint review and mutual
agreement. The construction schedules shall constitute the schedules to be used by the
Contractor, other Contractors, Project Management and the Owner until subsequently revised.
4.6.4 Not used.
4.6.5 Project Management will visit the site at intervals appropriate to the stage of construction
to become generally familiar with the progress and quality of the completed Work and to
determine in general if the Work is being performed in a manner indicating that the Work, when
completed, will be in accordance with the Contract Documents. However, Project Management
will not be required to make exhaustive or continuous onsite inspections to check quality or
quantity of the Work. On the basis of on -site observations as an architect, Project Management
will keep the Owner informed of progress of the Work, and will endeavor to guard the Owner
against defects and deficiencies in the work.
4.6.6 Project Management will not have control over or charge of and will not be responsible
for construction means, method, techniques, sequences or procedures, or for safety precautions
and programs in connection with the Work, since these are solely the Contractor's responsibility
as provided in Paragraph 3.3, and neither will be responsible for the Contractor's failure to cant'
out the Work in accordance with the Contract Documents. Neither Project Management nor the
Architect will have control over, or charge of, or be responsible for acts or omissions of the
Contractor, Subcontractors, or their agents or employees, or of any other persons performing
portions of the Work.
4.6.7 Communications Facilitating Contract Administration. Except as otherwise provided in
the Contract Documents or when direct communications have been specially authorized, the
Owner and Contractor shall communicate through Project Management, and shall
contemporaneously provide the same communications to the Architect. Communications by
and with the Architect's consultants shall be through the Architect. Communications by and with
Subcontractors and material suppliers shall be through the Contractor. Communications by and
with other Contractors shall be through Project Management and shall be contemporaneously
provided to the Architect.
4.6.8 Project Management will review and certify all Applications for Payment by the
Contractor, including final payment. Project Management will assemble each of the
Contractor's Applications for Payment with similar Applications from other Contractor into a
Project Application for Payment. After reviewing and certifying the amounts due the
Contractors, the Project Application for Payment, along with the applicable Contractors'
Applications for Payment, will be processed by Project Management.
4.6.9 Based on Project Management's observations and evaluations of Contractors'
Applications for Payment, Project Management will certify the amounts due the Contractors and
will issue a Project Approval for Payment.
4.6.10 Project Management will have authority to reject Work which does not conform to the
Contract Documents, and to require additional inspection or testing, in accordance with
Subparagraphs 13.5.2 and 13.5.3, whether or not such Work is fabricated, installed or
completed, but will take such action only after notifying Project Management. Subject to review,
Project Management will have the authority to reject Work which does not conform to the
Contract Documents. Whenever Project Management considers it necessary or advisable for
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implementation of the intent of the Contract Documents, Project Management will have authority
to require additional inspection or testing of the work in accordance with Subparagraphs 13.5.2
and 13.5.3, whether or not such Work is fabricated, installed or completed. The foregoing
authority of Project Management will be subject to the provisions of Subparagraphs 4.6.18
through 4.6.20 inclusive, with respect to interpretations and decisions of the Architect.
However, neither the Architect's nor Project Management's authority to act under this
Subparagraph 4.6.10 nor a decision made by either of them in good faith either to exercise or
not to exercise such authority shall give rise to a duty or responsibility of the Architect or Project
Management to the Contractor, Subcontractors, material and equipment suppliers, their agents
or employees, or other persons performing any of the Work.
4.6.11 Project Management will receive from the Contractor and review and approve all Shop
Drawings, Product Data and Samples, coordinate them with information received from other
Contractors, and review those recommended for approval. Project Management actions will be
taken with such reasonable promptness as to cause no delay in the Work of the Contractor or in
the activities of other Contractors or the Owner.
4.6.12 Project Management will review and approve or take other appropriate action upon the
Contractor's submittals such as Shop Drawings, Product Data and Samples, but only for the
limited purpose of checking for conformance with information given and the design concept
expressed in the Contract Documents. Project Management action will be taken with such
promptness consistent with the constraints of the project schedule so as to cause no delay in
the Work of the Contractor or in the activities of the other Contractors, the Owner, or Project
Management, while allowing sufficient time to permit adequate review. Review of such
submittals is not conducted for the purpose of determining the accuracy and completeness of
other details such as dimensions and quantities, or for substantiating instructions for installation
or performance of equipment or systems, all of which remain the responsibility of the Contractor
as Contractor as required by the Contract Documents. Project Management review of the
Contractor's submittals shall not relieve the Contractor of the obligations under Paragraphs 3.3,
3.5 and 3.12. Project Management's review shall not constitute approval of safety precautions
or, unless otherwise specifically stated by Project Management, of any construction means,
methods, techniques, sequences or procedures. Project Management's approval of a specific
item shall not indicate approval of an assembly of which the item is a component.
4.6.13 Project Management will prepare Change Orders and Construction Change Directives.
4.6.14 Following consultation with the Owner, Project Management will take appropriate action
on Change Orders or Construction Change Directives in accordance with Article 7 and will have
authority to order minor changes in the Work as provided in Paragraph 7.4.
4.6.16 The Contractor will assist Project Management in conducting inspections to determine
the dates of Substantial completion and final completion, and will receive and forward to Project
Management written warranties and related documents required by the Contract and assembled
by the Contractor. Project Management will review and approve a final Project Application for
Payment upon compliance with the requirements of the Contract Documents.
4.6.17 Project Management will provide one or more project representatives to assist in
carrying out his responsibilities at the site. The duties, responsibilities and limitations of
authority of such project representatives shall be as set forth in an exhibit to be incorporated in
the Contract Documents.
4.6.18 Project Management will interpret and decide matters concerning performance under
and requirements of the Contract Documents on written request of the Owner or Contractor.
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Project Management's response to such requests will be made with reasonable promptness and
within any time limits agreed upon. If no agreement is made concerning the time within which
interpretations required of Project Management shall be furnished in compliance with this
Paragraph 4.6, then delay shall not be recognized on account of failure by Project Management
to furnish such interpretations until 15 days after written request is made for them.
4.6.19 Interpretations and decisions of Project Management will be consistent with the intent of
and reasonably inferable from the Contract Documents and will be in writing or in the form of
drawings. When making such interpretations and decisions, Project Management will endeavor
to secure faithful performance by both Owner and Contractor, will not show partiality to either
and will not be liable for results of interpretations or decisions so rendered In. good faith.
4.6.20 Project Management's decisions on matters relating to aesthetic effect will be final if
consistent with the intent expressed in the Contract Documents.
4.7 Claims and Disputes
4.7.1 Definition. A Claim is a demand or assertion by one of the parties seeking, as a matter
of right, adjustment or interpretation of Contract terms, payment of money, extension of time or
other relief with respect to the terms of the Contract. The term "Claim" also includes other
disputes and matters in question between the Owner and Contractor arising out of or relating to
the Contract. Claims must be made by written notice. The responsibility to substantiate Claims
shall rest with the party making the claim.
4.7.2 Meet and Confer. The Contractor and Project Management shall try to resolve the
claim or dispute with meet and confer sessions to be commenced within 15 days of the dispute
or claim. Any claim or dispute that the parties cannot resolve shall be decided by the Circuit
i Court, 16th Judicial Circuit, Monroe County, Florida.
4.7.3 Time Limits on Claims. Claims by either party must be made within 21 days after
occurrence of the event giving rise to such Claim or within 21 days after the claimant first
recognizes the condition giving rise to the Claim, whichever is later. Claims must be made by
written notice. An additional Claim made after the initial Claim has been implemented by
Change Order will not be considered unless submitted in a timely manner. This notice is not a
condition precedent to any other legal action or suit.
4.7.4 Continuing Contract Performance., Pending final resolution of a Claim unless
otherwise agreed in writing the Contractor shall proceed diligently with performance of the
Contract and the Owner shall continue to make payments in accordance with the Contract
Documents.
4.7.5 Waiver of Claims: Final Payment. The making of final payment shall constitute a
waiver of Claim by the Owner except those arising from:
.1 liens, Claims, security interests or encumbrances arising out of the Contract and
unsettled;
.2 failure of the Work to comply with the requirements of the Contract Documents; or
.3 terms of special warranties required by the Contract Documents.
4.7.6 Claims for Concealed or Unknown Conditions. If conditions are encountered at the
site which are (1) subsurface or otherwise concealed physical conditions which differ materially
from those indicated in the Contract Documents or (2) unknown physical conditions of an
unusual nature, which differ materially from those ordinarily found to exist and generally
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recognized as inherent in construction activities of the character provided for in the Contract
Documents, then notice by the observing party shall be given to the other party promptly before
conditions are disturbed and in no event later than 21 days after first observance of the
conditions. Project Management will promptly investigate such conditions, and the parties will
follow the procedure in paragraph 4.7.2.
4.7.7 Claims for Additional Cost. If the Contractor wishes to make Claim for an increase in
the Contract Sum, written notice as provided herein shall be given before proceeding to execute
the Work. Prior notice is not required for Claims relating to an emergency endangering life or
property arising under Paragraph 10.3 If the Contractor believes additional cost is involved for
reasons including but not limited to (1) a written interpretation from Project Management, (2) a
written order for a minor change in the Work issued by Project Management, (3) failure of
payment by the Owner, (4) termination of the Contract by the Owner, (5) Owner's suspension or
(6) other reasonable grounds, Claim shall be filed in accordance with the procedure established
herein.
4.7.8 Claims for Additional Time.
4.7.8.1. If the Contractor wishes to make Claim for an increase in the Contract Time, written
notice as provided herein shall be given.
4.7.8.2 If adverse weather conditions are the basis for a Claim for additional time, such Claim
shall be documented by data substantiating that weather conditions were abnormal for the
period of time and could not have been reasonably anticipated, and that weather conditions had
an adverse effect on the scheduled construction.
4.7.9 Injury or Damage to Person or Property. If either party to the Contract suffers injury
or damage to person or property because of an act or omission of the other party, of any of the
other party's employees or agents, or of others for whose acts such party is legally liable, written
notice of such injury or damage, whether or not insured, shall be given to the other party within
a reasonable time not exceeding 21 days after first observance. The notice shall provide
sufficient detail to enable the other party to investigate the matter. If a Claim for additional cost
or time related to this Claim is to be asserted, it shall be filed as provided in Subparagraphs
4.7.7 or 4.7.8.
5.0 SUBCONTRACTORS
5.1 Definitions
5.1.1 A Subcontractor is a person or entity who has a direct contract with the Contractor to
perform a portion of the Work at the site. The term "Subcontractor" is referred to throughout the
Contract Documents as if singular in number and means a Subcontractor or an authorized
representative of the Subcontractor. The term "Subcontractor" does not include other
Contractors or subcontractors of other Contractors.
5.1.2 A Sub -subcontractor is a person or entity who has a direct or indirect contract with a
Subcontractor to perform a portion of the Work at the site. The term "Sub -subcontractor" is
referred to throughout the Contract Documents as if singular in number and means a Sub -
subcontractor or an authorized representative of the Sub -subcontractor.
5.2 Award of Subcontracts and Other Contracts for Portions of the Work
5.2.1 Unless otherwise stated in the Contract Documents or the bidding requirements, the
Contractor, as soon as practicable after award of the Contract, shall furnish in writing to Project
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Management for review by the Owner and Project Management the names of persons or
entities (including those who are to furnish materials or equipment fabricated to a special
design) proposed for each principal portion of the Work. Project Management will promptly
reply to the Contractor in writing stating whether or not the Owner or Project Management, after
due investigation, has reasonable objection to any such proposed person or entity. Failure of
Project Management to reply promptly shall constitute notice of no reasonable objection.
5.2.2 The Contractor shall not contract with a proposed person or entity to which the Owner or
Project Management has made reasonable and timely objection. The Contractor shall not be
required to contract with anyone to whom the Owner or Project Management has made
reasonable objection.
5.2.3 If the Owner or Project Management refuses to accept any person or entity on a list
submitted by the Contractor in response to the requirements of the Contract Documents, the
Contractor shall submit an acceptable substitute; however, no increase in the Contract Sum
shall be allowed for any such substitution.
5.2.4 The Contractor shall not change a Subcontractor, person or entity previously selected if
the Owner or Project Management makes reasonable objection to such change.
5.3 Subcontractual Relations
5.3.1 By appropriate written agreement, the Contractor shall require each Subcontractor, to
the extent of the Work to be performed by the Subcontractor, to be bound to the Contractor by
terms of the Contract Documents, and to assume toward the Contractor all the obligations and
responsibilities which the Contractor, by these Documents, assumes toward the Owner or
-_ Project Management. Each subcontract agreement shall preserve and protect the rights of the
Owner or Project Management under the Contract Documents with respect to the Work to be
performed by the Subcontractor so that subcontracting thereof will not prejudice such rights.
When appropriate, the Contractor shall require each Subcontractor to enter into similar
agreements with Sub -subcontractors. The Contractor shall make available to each proposed
Subcontractor, copies of the Contract Documents which the Subcontractor will be bound, and,
upon written request of the Subcontractor, identify to the Subcontractor terms and conditions of
the proposed subcontract agreement which may be at variance with the Contract Documents.
Subcontractors shall similarly make. copies of applicable portions of such documents available
to their respective proposed Sub -subcontractors.
5.4 Contingent Assignment of Subcontracts
5.4.1 Each subcontract agreement for a portion of the Work is assigned by the Contractor to
the Owner provided that:
.1 assignment is effective only after termination of the Contract by the Owner for cause
pursuant to Paragraph 14.2 and only for those subcontract agreements which the Owner
accepts by notifying the Subcontractor in writing; and
.2 assignment is subject to the prior rights of the surety, if any, obligated under public
construction bond covering the Contract.
i. If the work has been suspended for more than 30 days, the
Subcontractor's compensation shall be equitably adjusted.
6.0 CONSTRUCTION BY OWNER OR BY OTHER CONTRACTORS
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6.1 Owner's Right to Perform Construction with Own Forces and to Award Other
Contracts
6.1.1 The Owner reserves the right to perform construction or operations released to the
Project with the Owner's own forces, which include persons or entities under separate contracts
not administered by Project Management. The Owner further reserves the right to award other
contracts in connections with other portions of the Project or other construction or operations on
the site under Conditions of the Contract identical or substantially similar to these including
those portions related to insurance and waiver or subrogation.
6.1.2 When the Owner performs construction or operations with the Owner's own forces
including persons or entities under separate contracts not administered by Project Management,
the Owner shall provide for coordination of such forces with the Work of the Contractor who
shall cooperate with them.
6.1.3 It shall be the responsibility of the Contractor to coordinate his work with the work of
other contractors on the site. The Owner and Project Management shall be held harmless for
any and all costs associated with improper coordination.
6.2 Mutual Responsibility
6.2.1 The Contractor shall afford the Owner's own forces, Project Management and other
contractors reasonable opportunity for introduction and storage of their materials and equipment
and performance of their activities, and shall connect and coordinate the Contractor's
construction and operations with theirs as required by the Contract Documents.
6.2.2 If part of the Contractor's Work depends for proper execution or results upon
construction or operations by the Owner's own forces or other contractors, the Contractor shall,
prior to proceeding with that portion of the Work, promptly report to Project Management any
apparent discrepancies or defects in such other construction that would render it unsuitable for
such proper execution and results. Failure of the Contractor so to report shall constitute an
acknowledgment that the Owner's own forces or other contractors' completed or partially _
completed construction is fit and proper to receive the Contractor's Work, except as to defects
not then reasonably discoverable.
6.2.3 Costs caused by delays or by improperly timed activities or defective construction shall
be borne by the Contractor. The Contractor's sole remedy as against the Owner for costs
caused by delays or improperly timed activities or defective construction shall. be an extension
of time.
6.2.4 The Contractor shall promptly remedy damage wrongfully caused by the Contractor to
completed or partially completed construction or to property of the Owner or other contractors
as provided in Subparagraph 10.2.5.
6.2.5 Claims and other disputes and matters in question between the Contractor and other
contractors shall be subject to the provisions of Paragraph 4.7 provided the other contractors
have reciprocal obligations.
6.2.6 The Owner and other contractors shall have the same responsibilities for cutting and
patching as are described for the Contractor in Paragraph 3.14.
6.2.7 Should the Contractor contend that he is entitled to an extension of time for completion
of any portion or portions of the work, he shall, within (72) hours of the occurrence of the cause
of the delay, notify Project Management in writing, of his contention: setting forth (A) the cause
for the delay, (B) a description of the portion or portions of work affected thereby, and (C) all
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details pertinent thereto. A subsequent written application for the specific number of days of
extension of time requested shall be made by the Contractor to Project Management within (72)
hours after the delay has ceased to exist.
.1 It is a condition precedent to the consideration or prosecution of any claim for an
extension of time that the foregoing provisions be strictly adhered to in each instance and, if the
Contractor fails to comply, he shall be deemed to have waived the claim.
.2 The Contractor agrees that whether or not any delay, regardless of cause, shall be
the basis for an extension of time he shall have no claim against the Owner or Project
Management for an increase in the Contract price, nor a claim against the Owner or Project
Management for a payment or allowance of any kind for damage, loss or expense resulting from
delays; nor shall the Contractor have any claim for damage, loss or expense resulting from
interruptions to, or suspension of, his work to enable other contractors to perform their work.
The only remedy available to the Contractor shall be an extension of time.
6.3 Owner's Right to Clean Up
6.3.1 If a dispute arises among the Contractor, other contractors and the Owner as to the
responsibility under their respective contracts for maintaining the premises and surrounding
area free from waste materials and rubbish as described in Paragraph 3.15, the Owner may
clean up and allocate the cost among those responsible as Project Management determines to
be just.
7.0 CHANGES IN THE WORK
7.1 Changes
7.1.1 Changes in the Work may be accomplished after execution of the Contract, and without
invalidating the Contract, by Change Order, Construction Change Directive or order for a minor
change in the Work, subject to the limitations stated in this Article 7 and elsewhere in the
Contract Documents.
7.1.2 A Change Order shall be based upon agreement among the Owner, Project
Management and Contractor; a Construction Change Directive require agreement by the
Owner, Project Management and may or may not be agreed to by the Contractor; an order for a
minor change in the Work may be issued by Project Management alone.
7.1.3 Changes in the Work shall be performed under applicable provisions of the Contract
Documents, and the Contractor shall proceed promptly, unless otherwise provided in the
Change Order, Construction Change Directive or order for a minor change in the Work.
7.1.4 If unit prices are stated in the Contract Documents or subsequently agreed upon, and if
quantities originally contemplated are so changed in a proposed Change Order or Construction
Change Directive that application of such unit prices to quantities of Work proposed will cause
substantial inequity to the Owner or Contractor, the applicable unit prices shall be equitably
adjusted.
7.2 Change Orders
7.2.1 A change Order is a written instrument prepared by Project Management and signed by
the Owner, Project Management and Contractor stating their agreement upon all of the
following:
1 a change in the Work;
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2 the amount of the adjustment in the Contract Sum, if any; and
3 the extent of the adjustment in the Contract Time, if any
7.2.2 The cost or credit to the Owner resulting from a change in the Work shall be determined
in one or more of the following methods:
.1 mutual acceptance of lump sum properly itemized and supported by sufficient
substantiating data to permit evaluation and payment, and approved by the appropriate
authority in writing;
.2 unit prices stated in the Contract Documents or subsequently agreed upon, and
approved by the appropriate authority in writing;
.3 cost to be determined in a manner agreed upon by the parties and a mutually
acceptable fixed or percentage fee;
.4 or by method provided in subparagraph 7.2.3.
7.2.3 If none of the methods set forth in Clauses 7.2.1 or 7.2.2 is agreed upon, the Contractor,
provided a written order signed by the Owner or Project Management is received, shall promptly
proceed with the Work involved. The cost of such Work shall then be determined by daily force
accounts in a form acceptable to the Owner and Project Management. The daily force account
forms shall identify Contractor and /or Subcontractor personnel by name, total hours for each
man, each piece of equipment and total hours for equipment and all material(s) by type for each
extra Work activity claim. Each daily force account form shall be signed by the designated
Project Management representative no later than the close of business on the day the Work is
performed to verify the items and hours listed. Extended pricing of these forms shall be
submitted to Project Management with all supporting documentation required by Project
Management for inclusion into a change order. Unless otherwise provided in the Contract
Documents, cost shall be limited to the following: cost of materials, including sales tax and cost
of delivery; cost of labor, including social security, old age and unemployment insurance, and
fringe benefits required by agreement or custom; works' or workmen's compensation insurance;
and the rental value of equipment and machinery. Markups for overhead and profit will be in
accordance with subparagraph 7.2.4. Pending final determination of cost, payments on account
shall be made as determined by Project Management. The amount of credit to be allowed by
the Contractor for any deletion or change, which results in a net decrease in the Contract Sum,
will be the amount of the actual net cost to the Owner as confirmed by Project Management.
When both additions and credits covering related Work or substitutions are involved in any one,
change, the allowance for overhead and profit shall be figured on the basis of the net increase,
if any with respect to that change.
7.2.4 The actual cost of Changes in the Work may include all items of labor or material, power
tools, and equipment actually used, utilities, pro rata charges for foreman, and all payroll
charges such as Public Liability and Workmen's Compensation Insurance. No percentage for
overhead and profit shall be allowed on items of Social Security and Sales Tax. If deductions
are ordered the amount of credit shall be net cost to Owner as defined in section 5.6.1 of the
Contract. Items considered as overhead shall include insurance other than that mentioned
above, bond or bonds, superintendent, timekeeper, clerks, watchmen, use of small tools,
miscellaneous supplies, incidental job costs, warranties, and all general home/field office
expenses. The actual cost of Changes in the Work (other than those covered by unit prices set
forth in the Contract Documents) shall be computed as follows:
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.1 if the Contractor performs the actual Work, the maximum percentage mark-up for
overhead shall be five percent (5%) and the maximum percentage for profit shall be five percent
(5%);
.2 if the Subcontractor performs the actual Work, the subcontractor's percentage mark-
up for overhead and profit shall be a maximum addition of ten percent (10%).- If the Contractor
does not perform the Work, the maximum mark-up for managing the Work will be five percent
(5%);
3. If the Subcontractor performs partof the actual Work, his percentage mark-up for
overhead and profit shall be a maximum addition of ten percent (10%) on his direct Work only. If
the Contractor performs part of the actual Work, his percentage mark-up for overhead and profit
shall be a maximum addition of ten percent (10%) on his direct Work only.
7.2.5 The Contractor shall furnish to the Owner through Project Management, an itemized
breakdown of the quantities and prices used in computing the value of any change that might be
ordered. Any additional supporting documentation requested by Project Management such as
certified quotations or invoices shall be provided by the Contractor to Project Management at no
additional cost to the Owner.
7.2.6 If the Contractor claims that any instructions given to him by Project Management, by
drawings or otherwise, involve extra Work not covered by the Contract, he shall give Project
Management written notice thereof within five (5) days after the receipt of such instructions and
before proceeding to execute the work, except in emergencies endangering life or property, in
which case the Contractor shall proceed in accordance with Paragraph 10.3.
-- .1 The written notice to Project Management for the Extra Work shall include a complete
description of the extra Work, the total cost and a detailed cost breakdown by labor, material
and equipment for each additional activity required to be performed. Mark-ups shall be limited
as specified elsewhere in this Article.
.2 Except as otherwise specifically provided, no claim for additional cost shall be
allowed unless the complete notice specified by this subparagraph is given by the Contractor.
7.2.7 Unless otherwise agreed in writing, the Contractor shall carry on the Work and maintain
its progress during any dispute or claim proceeding, and Owner shall continue to make
payments to the Contractor in accordance with the Contract Documents. Disputes unresolved
shall be settled in accordance with subparagraph 4.7. The Contractor shall maintain completed
daily force account forms in accordance with subparagraph 7.2.3 for any dispute or claim item.
7.3 Authority
7.3.1 Project Management will have authority to order minor changes in the Work not involving
adjustment in the Contract sum or extension of the Contract Time and not inconsistent with the
intent of the Contract. Documents. Such changes shall be effected by written order issued
through Project Management and shall be binding on the Owner and Contractor. The Contractor
shall carry out such written order promptly.
8.0 TIME
8.1 Definitions
8.1.1 Unless otherwise provided, Contract Time is the period of time, including authorized
adjustments, allotted in the Contract Documents for Substantial Completion of the Work.
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8.1.2 The date of commencement of the Work is the date established in the Agreement. The
date shall not be postponed by the failure to act of the Contractor or of persons or entities for
which the Contractor is responsible.
8.1.3 The date of Substantial Completion is the date certified by Project Management in
accordance with Paragraph 9.8.
8.1.4 The term "day" as used in the Contract Documents shall mean calendar day unless
otherwise specifically defined.
8.1.5 The Owner/Project Management shall be the final judge as to whether Substantial
Completion has been achieved and certifies the date to the Contractor.
8.2 Progress and Completion
8.2.1 Time limits stated in the Contract Documents are of the essence of the Contract. By
executing the Agreement the Contractor confirms that the Contract Time is a reasonable period
for performing the Work.
8.2.2 The Contractor shall not knowingly, except by agreement or instruction of the Owner in
writing, prematurely commence operations on the site or elsewhere prior to the effective date of
insurance required by Article 11 to be furnished by the Contractor. The date of commencement
of the Work shall not be changed by the effective date of such insurance.
8.2.3 The Contractor shall proceed expeditiously with adequate forces and shall achieve
Substantial Completion within the Contract Time.
8.3 Delays and Extensions of Time
8.3.1 If the Contractor is delayed, at any time, in the progress of the Work by any act or
neglect of the Owner, Project Management, or the Architect/Engineer, or by any employee of
either, or by any separate contractor employed by the Owner, or by changes ordered in the
Work, or by fire, unusual delay in transportation, adverse weather conditions not reasonably
anticipatable, unavoidable casualties or any causes beyond the Contractor's control, or by delay
authorized by the Owner, Project Management, or by any other cause which Project
Management determines may justify the delay, then the Contract Time shall be extended by no
cost Change Order for such reasonable time as Project Management may determine, in
accordance with subparagraph 6.2.7.
8.3.2 Any claim for extension of time shall be made in writing to Project Management not more
than Seventy-two (72) hours after the commencement of the delay in accordance with
paragraph 6.2.7; otherwise it shall be waived. Any claim for extension of time shall state the
cause of the delay and the number of days of extension requested. If the cause of the delay is
continuing, only one claim is necessary, but the Contractor shall report the termination of the
cause for the delay within seventy-two (72) hours after such termination in accordance with
paragraph 6.2.7; otherwise, any claim for extension of time based upon that cause shall be
waived.
8.3.3 No claim for an increase in the Contract Sum for either acceleration or delay will be
allowed for extensions of time pursuant to this Paragraph 8.3 or for other changes in the
Construction Schedules.
8.3.4 If the Project is delayed as a result of the Contractor's refusal or failure to begin the
Work on the date of commencement as defined in Paragraph 8.1.2, or his refusal or failure to
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carry the Work forward expeditiously with adequate forces, the Contractor causing the delay
shall be liable for, but not limited to, delay claims from other Contractors which are affected.
9.0 PAYMENTS AND COMPLETION
9.1 Contract Sum
9.1.1 The Contract Sum is stated in the Agreement and, including authorized adjustments, is
the total amount payable by the Owner to the Contractor for performance of the Work under the
Contract Documents.
9.2 Schedule of Values
9.2.1 Before submittal of the first Application for Payment, the Contractor shall submit to
Project Management, a schedule of values allocated to various portions of the Work, prepared
in such form and supported by such data to substantiate its accuracy as Project Management
may require. This schedule, unless objected to by Project Management, shall be used as a
basis for reviewing the Contractor's Applications for Payment.
9.3 Applications for Payment
9.3.1 At least fifteen days before the date established for each progress payment, the
Contractor shall submit to Project Management an itemized Application for Payment for Work
- completed in accordance with the schedule of values. Such application shall be notarized and
supported by such data substantiating the Contractor's right to payment as the Owner or Project
Management may require, such as copies of requisitions from Subcontractors and material
suppliers, and reflecting retainage if provided for elsewhere in the Contract Documents.
.1 Such applications may include request for payment on account of changes in the
Work which have been properly authorized by Construction Change Directives but not yet
included in Change Orders.
.2 Such applications may not include requests for payment of amounts the Contractor
does not intend to pay to a Subcontractor or material supplier because of a dispute or other
reason.
9.3.2 Unless otherwise provided in the Contract Documents, payments shall be made on
account of materials and equipment delivered and suitably stored at the site for subsequent
incorporation in the Work. If approved in advance by the Owner, payment may similarly be
made for materials and equipment suitably stored off the site at a location agreed upon in
writing. Payment for materials and equipment stored on or off the site shall be conditioned upon
compliance by the Contractor with procedures satisfactory to the Owner to establish the
Owner's title to such materials and equipment or otherwise protect the Owner's interest, and
shall include applicable insurance, storage and transportation to the site for such materials and
equipment stored off the site.
9.3.3 The Contractor warrants that title to all Work covered by an Application for Payment will
pass to the Owner no later than the time -of payment. The Contractor further warrants that upon
submittal of an Application for Payment all Work for which approval for payment have been
previously issued and payments received from the Owner shall, to the best of the Contractor's
knowledge, information and belief, be free and clear of liens, claims security interests or
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encumbrances in favor of the Contractor, Subcontractors, material suppliers, or other persons or
entities making a claim by reason of having provided labor, materials and equipment relating to
the Work. All Subcontractors and Sub -subcontractors shall execute an agreement stating that
title will so pass, upon their receipt of payment from the Contractor. The warranties are for the
administrative convenience of the Owner only and do not create an obligation on the part of the
Owner to pay directly any unpaid subcontractor, laborer or materialmen. Such persons must
seek payment from the Contractor or his public construction bond surety only.
9.4 Approval for Payment
9.4.1 Project Management will assemble a Project Application for Payment by combining the
Contractor's applications with similar applications for progress payments from other Contractors
and certify the amounts due on such applications.
9.4.2 After the Project Management's receipt of the Project Application for Payment, Project
Management will either approve the Application for Payment, with a copy to the Contractor, for
such amount as Project Management determine is properly due, or notify the Contractor in
writing of Project Management's reasons for withholding approval in whole or in part as provided
in Subparagraph 9.5.1.
9.4.3 The issuance of a separate Approval for Payment will constitute representations made
by Project Management to the Owner, based on their individual observations at the site and the
data comprising the Application for Payment submitted by the Contractor, that the Work has
progressed to the point indicated and that, to the best of Project Management's knowledge,
information and belief, quality of the Work is in accordance with the Contract Documents. The
foregoing representations are subject to an evaluation of the Work for conformance with the
Contract Documents upon Substantial Completion, to results of subsequent tests and
inspections, to minor deviations from the Contract Documents correctable prior to completion
and to specific qualifications expressed by Project Management. The issuance of a separate
Approval for Payment will further constitute a representation that the Contractor is entitled to
payment in the amount approved. However, the issuance of a separate Approval for Payment
will not be a representation that Project Management has (1) made exhaustive or continuous
on -site inspections to check the quality or quantity of the Work, (2) reviewed the Contractor's
construction means, methods, techniques, sequences or procedures, (3) reviewed copies of
requisitions received from Subcontractors and material suppliers and other data requested by
the Owner to substantiate the Contractor's right to payment or (4) made examination to
ascertain how or for what purpose the Contractor has used money previously paid on account of
the Contract Sum.
9.5 Decisions to Withhold Approval
9.5.1 Project Management may decline to approve an Application for Payment if, in his
opinion, the application is not adequately supported. If the Contractor and Project Management
cannot agree on a revised amount, Project Management shall process the Application for the
amount it deems appropriate. Project Management may also decline to approve any
Application for Payment because of subsequently discovered evidence or subsequent
inspections. It may nullify, in whole or part, any approval previously made to such extent as may
be necessary in its opinion because of: (1) defective Work not remedied; (2) third party claims
filed or reasonable evidence indicating probable filing of such claims; (3) failure of the
Contractor to make payments properly to Subcontractors or for labor, materials, or equipment;
(4) reasonable evidence that the Work cannot be completed for the unpaid balance of the
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Contract Sum; (5) damage to Project Management, the Owner, or another contractor working at
the project; (6) reasonable evidence that the Work will not be completed within the contract
time; (7) persistent failure to carry out the Work in accordance with the Contract Documents.
No payment shall be made to the Contractor until certificates of insurance or other evidence of
compliance by the Contractor, with all the requirements of Article 11, have been filed with the
Owner and Project Management.
9.5.2 When the above reasons for withholding approval are removed, approval will be made
for amounts previously withheld.
9.6 Progress Payments
9.6.1 After Project Management has issued an Approval for Payment, the Owner shall make
payment in the manner and within the time provided in the Contract Documents, and shall so
notify Project Management. From the total of the amount determined to be payable on a
progress payment, a retainage in accordance with the Florida Local Government Prompt
Payment Act, Chapter 218, Florida Statutes will be deducted and retained by the Owner until
the final payment is made. The balance of the amount payable, less all previous payments, shall
be approved for payment.
.1 It is understood and agreed that the Contractor shall not be entitled to demand or
receive progress payment based on quantities of Work in excess of those provided in the
proposal -or covered by approved change orders, except when such excess quantities have
been determined by Project Management to be a part of the final quantity for the item of Work in
question.
.2 No progress payment shall bind the Owner to the acceptance of any materials or
Work in place, as to quality or quantity. All progress payments are subject to correction at the
time of final payments.
9.6.2 The Contractor shall promptly pay each Subcontractor, upon receipt of payment from the
Owner, out of the amount paid to the Contractor on account of such Subcontractor's portion of
the Work, the amount to which said Subcontractor is entitled, reflecting percentages actually
retained from payments to the Contractor on account of such Subcontractors portion of the
Work. The Contractor shall, by appropriate agreement with each -Subcontractor, require each
Subcontractor to make payments to Sub -subcontractors in similar manner.
9.6.3 Project Management will, on request, furnish to a Subcontractor, -if practicable,
information regarding percentages of completion or amounts applied for by the Contractor and
action taken thereon by the Owner and Project Management on account of portions of the Work
done by such Subcontractor.
9.6.4 Neither the Owner nor Project Management shall have an obligation to pay, or to see to,
the payment of money to a Subcontractor except as may otherwise be required by law.
9.6.5 Payment to material suppliers shall be treated in a manner similar to that provided in
Subparagraphs 9.6.2, 9.6.3 and 9.6.4.
9.6.6 A progress payment, or partial or entire use or occupancy of the Project by the Owner
shall not constitute acceptance of Work not in accordance with the Contract Documents.
9.6.7 All material and work covered by partial payments made shall thereupon become the
sole property of the Owner, and by this provision shall not be construed as relieving the
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Contractor from the sole responsibility for the materials and Work upon which payments have
been made or the restoration for any damaged material, or as a waiver of the right of the Owner
or Project Management to require the fulfillment of all the terms of the.Contract.
9.6.8 Except in case of bona fide disputes, or where the Contractor has some other justifiable
reason for delay, the Contractor shall pay for all transportation and utility services not later than
the end of the calendar month following that in which services are rendered and for all materials,
tools, and other expendable equipment which are delivered at the site of the Project. The
Contractor shall pay to each of his Subcontractors, not later than the end of the calendar month
in which each payment is made to the Contractor, the representative amount allowed the
Contractor on account of the Work performed by the Subcontractor. The Contractor shall, by an
appropriate agreement with each Subcontractor, also require each Subcontractor to make
payments to his suppliers and Sub -subcontractors in a similar manner.
9.8 Substantial Completion
9.8.1 Substantial Completion is the stage in the progress of the Work when the Work or
designated portion thereof is sufficiently complete in accordance with the Contract Documents
so the Owner can occupy or utilize the Work for its intended use.
9.8.2 When the Contractor considers that the Work, or a portion thereof which the Owner
agrees to accept separately, is substantially complete, the Contractor and Project Management
shall jointly prepare a comprehensive list of items to be completed or corrected. The Contractor
shall proceed promptly to complete and correct items on the list. Failure to include an item on
such list does not alter the responsibility of the Contractor to complete all Work in accordance
with the Contract Documents. Upon receipt of the list, Project Management will make an
inspection to determine whether the Work or designated portion thereof is substantially
complete. If the inspection discloses any item, whether or not included on the list, which is not
in accordance with the requirements of the Contract Documents, the Contractor shall, before
issuance of the Certificate of Substantial Completion, complete or correct such item upon
notification by Project Management. The Contractor shall then submit a request for another
inspection by Project Management, to determine Substantial Completion. When the Work or
designated portion thereof is substantially complete, Project Management will prepare a
Certificate of Substantial Completion, shall establish responsibilities of the Owner and
Contractor for security, maintenance, heat, utilities, damage to the Work and insurance, and
shall fix the time within which the Contractor shall finish all items on the list accompanying the
Certificate. Warranties required by the Contract Documents shall commence on the date of
Substantial Completion of the Work or designated portion thereof unless otherwise provided in
the Certificate of Substantial Completion. The Certificate of Substantial Completion shall be
submitted to the Owner and Contractor for their written acceptance of responsibilities assigned
to them in such Certificate.
9.8.3 Upon Substantial Completion of the Work or designated portion thereof and upon
application by the Contractor and certification by Project Management, the Owner shall make
payment, reflecting adjustment in retainage, if any, for such Work or portion thereof as provided
in the Contract Documents.
9.9 Partial Occupancy or Use
9.9.1 The Owner may occupy or use any completed or partially completed portion of the Work
at any stage when such portion is designated by separate agreement with the Contractor,
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provided such occupancy or use is consented to by the insurer as required under Subparagraph.
11.3.1 and authorized by public authorities having jurisdiction over the Work. Such partial
occupancy or use may commence whether or not the portion is substantially complete, provided
the Owner and Contractor have accepted in writing the responsibilities assigned to each of them
for payments, retainage if any, security, maintenance, heat, utilities, damage to the Work and
insurance, and have agreed in writing concerning the period for correction of the Work and
commencement of warranties required by the Contract Documents. When the Contractor
considers a portion substantially. complete, the Contractor and Project Management shall jointly
prepare a list as provided under Subparagraph 9.8.2. Consent of the Contractor to partial
occupancy or use shall not be unreasonably withheld. The stage of the progress of the Work
shall be determined by written agreement between the Owner and Contractor or, if no
agreement is reached, by decision of Project Management.
9.9.2 Immediately prior to such partial occupancy or use, the Owner, Project Management and
Contractor shall jointly inspect the area to be occupied or portion of the Work to be used in order
to determine and record the condition of the Work.
9.9.3 Unless otherwise agreed upon, partial occupancy or use of a portion or portions of the
Work shall not constitute acceptance of Work not complying with the requirements of the
Contract Documents.
9.10 Final Completion and Final Payment
9.10.1 Upon completion of the Work, the Contractor shall forward to Project Management a
written Notice that the Work is ready for final inspection and acceptance and shall also forward
to Project Management a final Contractor's Application for Payment. Upon receipt, Project
Management will promptly make such inspection. When Project Management, finds the Work
acceptable under the Contract Documents and the Contract fully performed, Project
Management will promptly issue a final Approval for Payment stating that to the best of their
knowledge, information and belief, and on the basis of their observations and inspections, the
Work has been completed in accordance with terms and conditions of the Contract Documents
and that the entire balance found to be due the Contractor and noted in said final Approval is
due and payable. Project Management's final Approval for Payment will constitute a further
representation that conditions listed in Subparagraph 9.10.2 as precedent to the Contractor's
being entitled to final payment have been fulfilled.
9.10.2 Neither final payment nor any remaining retained percentage shall become due until the
Contractor submits to Project Management (1) an affidavit that payrolls, bills for materials and
equipment, and other indebtedness connected with the Work for which the Owner or the
Owner's property might be responsible or encumbered (less amounts withheld by Owner) have
been paid or otherwise satisfied, (2) a certificate evidencing that insurance required by the
Contract Documents to remain in force after final payment is made, is currently in effect and will
not be canceled or allowed to expire until at least 30 days' prior written notice has been given to
the Owner, (3) a written statement that the Contractor knows of no substantial reason that the
insurance will not be renewable to cover the period required by the Contract Documents, (4)
consent of surety, if any, to final payment and (5), if required by the Owner, other data
establishing payment or satisfaction of obligations, such as receipts, releases and waivers of
liens, claims, security interests or encumbrances arising out of the Contract. The following
documents (samples included in section 1027) are required for Final Payment:
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(1) Application and Certificate for Payment
(2) Continuation Sheet
(3) Certificate of Substantial Completion
(4) Contractor's Affidavit of Debts and Claims
(5) Contractor's Affidavit of Release of Liens
(6) Final Release of Lien
(7) Contractor shall provide two (2) hard copies in tabulated divided binders and
one (1) saved electronically tabbed and indexed in Adobe Acrobat file (.PDF)
format delivered on a downloadable CD/DVD of all the following but not limited
to:
A .Project Record Documents (As Built Documents).
B. Operating and maintenance data, instructions to the Owner's personnel.
C. Warranties, bond and guarantees.
D. Keys and keying schedule.
E. Spare parts and maintenance materials.
F.Electronic copies of approved submittals
G. Evidence of payment and final release of liens and consent of surety to final release
(includes final release from all utilities and utility companies).
9.10.3 Acceptance of final payment by the Contractor, a Subcontractor or material supplier shall
constitute a waiver of claims by that payee except those previously made in writing and
identified by that payee as unsettled at the time of final Application for Payment. Such waivers
shall be in addition to the waiver described Subparagraph 4.7.5.
9.11 Payment of Subcontractors
9.11.1 Any requirement of this Article 9 that the Contractor furnish proof to the Owner or Project
Management that the subcontractors and materialmen have been paid is for the protection and
convenience of the Owner only. Unpaid subcontractors and materialmen may only seek
payment from the Contractor and the surety that provided the Contractor's Public Construction
Bond. The Contractor must insert this paragraph 9.11 in all its contracts with
subcontractors and materialmen.
10.0 PROTECTION OF PERSONS AND PROPERTY
10.1 Safety Precautions and Programs
10.1.1 The Contractor shall be responsible for initiating, maintaining and supervising all safety
precautions and programs in connection with the performance of the Contract. The Contractor
shall submit the Contractor's safety program to Project Management for review, approval and
coordination with the safety programs of other Contractors.
10.1.2 In the event the Contractor encounters on the site material reasonably believed to be
asbestos or polychlorinated biphenyl (PCB) which has not been rendered harmless, the
Contractor shall immediately stop Work in the area affected and report the condition to the
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Owner and Project Management in writing. The Work in the affected area shall not thereafter
be resumed except by written agreement of the Owner and Contractor if in fact the material is
asbestos or polychlorinated biphenyl (PCB) and has not been rendered harmless. The Work in
the affected area shall be resumed in the absence of asbestos or polychlorinated biphenyl
(PCB), or when it has been rendered harmless, by written agreement of the Owner and
Contractor.
10.1.3 The Contractor shall not be required pursuant to Article 7 to perform without consent any
Work relating to asbestos or polychlorinated biphenyl (PCB).
10.1.5 If reasonable precautions will be inadequate to prevent foreseeable bodily injury or death
to persons resulting from a material or substance encountered on the site by the Contractor, the
Contractor shall, upon recognizing the condition, immediately stop Work in the affected area
and report the condition to Project Management in writing. The Owner, Contractor and Project
Management shall then proceed in the same manner described in Subparagraph 10.1.2..
10.1.6 The Owner shall be responsible for obtaining the services of a licensed laboratory to
verify a presence or absence of the material or substance reported by the Contractor and, in the
event such material or substance is found to be present, to verify that it has been rendered
harmless. Unless otherwise required by the Contract Documents, the Owner shall furnish in
writing to the Contractor and Project Management the names and qualifications of persons or
entities who are to perform tests verifying the presence or absence of such material or
substance or who are to perform the task of removal or safe containment of such material or
substance. The Contractor and Project Management will promptly reply to the Owner in writing
stating whether or not any of them has reasonable objection to the persons or entities proposed
by the Owner. If the Contractor or Project Management has an objection to a person or entity
proposed by the Owner, the Owner shall propose another to whom the Contractor and Project
Management have no reasonable objection.
10.2 Safety of Persons and Property
10.2.1 The Contractor shall take reasonable precautions for safety of, and shall provide
reasonable protection to prevent damage, injury or loss to:
1 employees on the Work and other persons who may be affected thereby;
.2 the Work and materials and equipment to be incorporated therein, whether in storage
on or off the site, under care, custody or control of the Contractor or the Contractor's
Subcontractors or Sub -subcontractors;
.3 other property at the site or adjacent thereto, such as trees, shrubs, lawns, walks,
pavements, roadways, structures and utilities not designated for removal, relocation or
replacement in the course of construction; and
.4 construction or operations by the Owner or other Contractors.
10.2.2 The Contractor shall give notices and comply with applicable laws, ordinances, rules,
regulations and lawful orders of public authorities bearing on safety of persons or property or
their protection from damage, injury or loss.
10.2.3 The Contractor shall erect and maintain, as required by existing conditions and
performance of the Contract, reasonable safeguards for safety and protection, including posting
danger signs and other warnings against hazards, promulgating safety regulations and notifying
owners and users of adjacent sites and utilities.
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10.2.4 When use or storage of explosives or other hazardous materials or equipment or
unusual methods are necessaryfor execution of the Work, the Contractor shall exercise utmost
care and cant' on such activities under supervision of properly qualified personnel.
10.2.5 The Contractor shall promptly remedy damage and loss to property referred to in
Clauses 10.2.1.2, 10.2.1.3, 10.2.1.4 caused in whole or in part by the Contractor, a
Subcontractor, a Sub -subcontractor, or anyone directly or indirectly employed by any of them, or
by anyone for whose acts they may be liable and for which the Contractor is responsible under
Clauses 10.2.1.2, 10.2.1.3 and 10.2.1.4, except damage or loss attributable to acts or omissions
of the Owner, Project Management or Architect or anyone directly or indirectly employed by any
of them, or by anyone for whose acts any of them may be liable, and not attributable to the fault
or negligence of the Contractor. The foregoing, obligations of the Contractor are in addition to
the Contractor's obligations under Paragraph 3.18.
10.2.6 The Contractor shall. designate a responsible member of the Contractor's organization at
the site whose duty shall be the prevention of accidents. This person shall be the Contractor's
superintendent unless otherwise designated by the Contractor in writing to the Owner or Project
Management.
10.2.7 The Contractor shall. not load or permit any part of the construction or site to be loaded
so as to endanger its safety.
10.3 Emergencies
10.3.1 In an emergency affecting safety of persons or property, the Contractor shall act, at the
Contractor's discretion, to prevent threatened damage, injury or loss. Additional compensation
or extension of time claimed by the Contractor on account of an emergency shall be determined
as provided in Paragraph 4.7 and Article 7.
10.4 Site Specific Safety Plan
See Section 00970 for minimum requirements of job site safety plan.
11.0 INSURANCE AND BONDS
11.1.1 Prior to commencement of Work governed by this contract (including the pre -staging of
personnel and material), the Contractor shall obtain, at its own expense, insurance as specified
in the schedule set forth in Section 00110 Bid Form which are made part of this Agreement.
The Contractor will ensure that the insurance obtained will extend protection to all
subcontractors engaged by the Contractor. As an alternative the Contractor may require all
subcontractors to obtain insurance consistent with the attached schedules.
11.1.2 The Contractor will not be permitted to commence Work governed by the Agreement
(including pre -staging of personnel and material) until satisfactory evidence of the required
insurance has been furnished to the County as specified below. Delays in the commencement
of Work resulting from the failure of the Contractor to provide satisfactory evidence of the
required insurance shall not extend deadlines specified in this Agreement and any penalties and .
failure to perform assessments shall be imposed as if the Work commenced on the specified
date and time, except for the Contractor's failure to provide satisfactory evidence of insurance.
11.1.3 The Contractor shall maintain the required insurance throughout the entire term of this
contract and any extensions specified in any attached schedules. Failure to comply with this
provision may result in the immediate suspension of all Work until the required insurance has
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been reinstated or replaced. Delays in the completion of Work resulting from the failure of the
Contractor to maintain the required insurance shall not extend deadlines specified in this
Agreement and any penalties and failure to perform assessments shall be imposed as if the
Work commenced on the specified date and time, except for the Contractor's failure to provide
satisfactory evidence of insurance.
11.1.4 The Contractor shall provide, to the County in care of Project Management as
satisfactory evidence of the required insurance, either:
Certificate of Insurance
Or
A certified copy of the actual insurance policy
11.1.5 The County, at its sole option, has the right to request a certified copy of any or all
insurance policies required by this Contract.
11.1.6 All insurance policies must specify that they are not subject to cancellation, nonrenewal,
material change, or reduction in coverage unless a minimum of thirty (30) days prior notification
is given to the County by the insurer.
11.1.7 The acceptance and/or approval of the Contractor's insurance shall not be construed as
relieving the Contractor from any liability or obligation assumed under this contract or imposed
by law.
11.1.8 The Monroe County Board of County Commissioners, its employees and officials will be
included as "Additional Insured" on all policies, except for Worker's Compensation.
11.1.9 In addition, the County will be named as an additional insured and loss payee on all
policies covering County -owned property.
11.1.10 Any deviations from these General Insurance Requirements must be requested in
writing on the County prepared form entitled "Request for Waiver of Insurance Requirements"
and approved by the Monroe County's Risk Manager.
11.2 Builder's Risk Insurance: Required
11.3 Public Construction Bond
11.3.1 A Public Construction Bond in the amount of the cost of construction is a requirement of
this Contract.
12.0 UNCOVERING AND CORRECTION OF WORK
12.1 Uncovering of Work
12.1.1 If a portion of the Work is covered contrary to Project Management's request or to
requirements specifically expressed in the Contract Documents, it must, if required in writing by
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Project Management, be uncovered for their observation and be replaced at the Contractor's
expense without change in the Contract Time.
12.1.2 If a portion of the Work has been covered which Project Management has not
specifically requested to observe prior to its being covered, Project Management may request to
see such Work and it shall be uncovered by the Contractor, if such Work is in accordance with
the Contract Documents, costs of uncovering and replacement shall, by appropriate Change
Order, be charged to the Owner, if such Work is not in accordance with the Contract
Documents, the Contractor shall pay such costs unless the condition was caused by the Owner
or one of the other Contractors in which event the Owner shall be responsible for payment of
such costs.
12.2 Correction of Work
12.2.1 The Contractor shall promptly correct Work rejected by Project Management or failing to
conform to the requirements of the Contract Documents, whether observed before or after
Substantial Completion and whether or not fabricated, installed or completed. The Contractor
shall bear costs of correcting such rejected Work, including additional testing and inspections
and compensation for Project Management's services and expenses made necessary thereby.
12.2.2 If, within one year after the date of Substantial Completion of the Work or designated
portion thereof, or after the date for commencement of warranties established under
Subparagraph 9.9, or by terms of an applicable special warranty required by the Contract
Documents, any of the Work is found to be not in accordance with the requirements of the
Contract Documents, the Contractor shall correct it promptly after receipt of written notice from
the Owner to do so unless the Owner has previously given the Contractor a written acceptance
of such condition. This period of one year shall be extended with respect to portions of Work
first performed after Substantial Completion by the period of time between Substantial
Completion and the actual performance of the Work. This obligation under this Subparagraph
12.2.2 shall survive acceptance of the Work under the Contract and termination of the Contract.
The Owner shall give such notice promptly after discovery of the condition.
12.2.3 The Contractor shall remove from the site portions of the Work which are not in
accordance with the requirements of the Contract Documents and are neither corrected by the
Contractor nor accepted by the Owner.
12.2.4 If the Contractor fails to correct nonconforming Work within a reasonable time, the
Owner may correct it in accordance with Paragraph 2.4. If the Contractor does not proceed with
correction of such nonconforming Work within a reasonable time fixed by written notice from
Project Management, the Owner may remove it and store the salvageable materials or
equipment at the Contractor's expense. If the Contractor does not pay costs of such removal
and storage within ten days after written notice, the Owner may upon ten additional days' written
notice sell such materials and equipment at auction or at private sale and shall account for the
proceeds thereof, after deducting costs and damages that should have been borne by the
Contractor, including compensation for Project Management's services and expenses made
necessary thereby. If such proceeds of sale do not cover costs which the Contractor should
have borne, the Contract Sum shall be reduced by the deficiency. If payments then or
thereafter due the Contractor are not sufficient to cover such amount, the Contractor shall pay
the difference to the Owner.
12.2.5 The Contractor shall bear the cost of correcting destroyed or damaged construction,
whether completed or partially completed, of the Owner or other Contractors caused by the
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Contractor's correction or removal of Work which is not in accordance with the requirements of
the Contract Documents.
12.2.6 Nothing contained in this Paragraph 12.2 shall be construed to establish a period of
limitation with respect to other obligations which the Contractor might have under the Contract
Documents. Establishment of the time period of one year as described in Subparagraph 12.2.2,
relates only to the, specific obligation of the Contractor to correct the Work, and has no
relationship to the time within which the obligation to comply with the Contract Documents may
be sought to be enforced, nor to the time within which proceedings may be commenced to
establish the Contractor's liability with respect to the Contractor's obligations other than
specifically to correct the Work.
12.3 Acceptance of Nonconforming Work
12.3.1 If the Owner prefers to accept Work which is not in accordance with the requirements of
the Contract Documents, the Owner may do so instead of requiring its removal and correction,
in which case the Contract Sum will be reduced as appropriate and equitable. Such adjustment
shall be effected whether or not final payment has been made.
13.0 MISCELLANEOUS PROVISIONS
13.1 Governing Law
13.1.1 The contract shall be governed by the laws of the State of Florida. Venue for any claims
or disputes arising under this contract shall be in the Circuit Court of the 16th Judicial Circuit of
the State of Florida.
13.2 Successors and Assigns
13.2.1 The Owner or Project Management (as the case may be) and the Contractor each binds
himself, his partners, successors, assigns, and legal representatives of such other party in
respect to all covenants, agreements, and obligations contained in the Contract Documents.
Neither party to the Contract shall assign the Contract or sublet it as a whole without the written
consent of the other.
13.2.2 The Contractor shall not assign any monies due or to become due under this Contract
without prior written consent of the Owner or Project Management.
13.3 Written Notice
13.3.1 Any written notices or correspondence given pursuant to this contract shall be sent by
United States Mail, certified, return receipt requested, or by courier with proof of delivery. Notice
shall be sent to the following persons:
For Contractor:
For Owner: Director of Project Management County Administrator
1100 Simonton St., Room 2-216 1100 Simonton St.
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Key West, Florida 33040 Key West Florida 33040
13.4 Rights and Remedies
13.4.1 Duties and obligations imposed by the Contract Documents and rights and remedies
available thereunder shall be in addition to and not a limitation of duties, obligations, rights and
remedies otherwise imposed or available by law.
13.4.2 No action or failure to act by the Owner, Project Management, Architect or Contractor
shall constitute a waiver of a right or duty afforded them under the contract, nor shall such
action or failure to act constitute approval of or acquiescence in a breach thereunder, except as
may be specifically agreed in writing.
13.5 Tests and Inspections
13.5.1 Tests, inspections and approvals of portions of the Work required by the Contract
Documents or by laws, ordinances, rules, regulations or orders of public authorities having
jurisdiction shall be made at an appropriate time. Unless otherwise provided, the Contractor
shall make arrangements for such tests, inspections and approvals with an independent testing
laboratory or entity acceptable to the Owner, or with the appropriate public authority, and shall
bear all related costs of tests, inspections and approvals. The Contractor shall give Project
Management timely notice of when and where tests and inspections are to be made so Project
Management may observe such procedures. The Owner shall bear costs of test, inspections or
approvals which do not become requirements until after bids are received or negotiations
concluded.
13.5.2 If Project Management, Owner or public authorities having jurisdiction determine that
portions of the Work require additional testing, inspection or approval not included under
Subparagraph 13.5.1, Project Management will, upon written authorization from the Owner,
instruct the Contractor to make arrangements for such additional testing, inspection or approval
by an entity acceptable to the Owner, and the Contractor shall give timely notice to Project
Management of when and where tests and inspections are to be made so Project Management
may observe such procedures. The Owner shall bear such costs except as provided in
Subparagraph 13.5.3.
13.5.3 If such procedures for testing, inspection or approval under Subparagraphs 13.5.1 and
13.5.2 reveal failure of the portions of the Work to comply with requirements established by the
Contract Documents, the Contractor shall bear all costs made necessary by such failure
including those of repeated procedures and compensation for Project Management's services
and expenses.
13.5.4 Required certificates of testing, inspection or approval shall, unless otherwise required
by the Contract Documents, be secured by the Contractor and promptly delivered to Project
Management.
13.5.5 If Project Management is to observe tests, inspections or approvals required by the
Contract Documents, Project Management will do so promptly and, where practicable, at the
normal place of testing.
13.5.6 Test or inspections conducted pursuant to the Contract Documents shall be made
promptly to avoid unreasonable delay in the Work.
13.7 Commencement of Statutory Limitation Period
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13.7.1 The statute of limitations applicable to this contact are as provided in Section 95.11 (3)
(C), Florida Statutes.
14.0 TERMINATION OR SUSPENSION OF THE CONTRACT
14.1 Termination by the Owner for Cause
14.1.1 The Owner may terminate the Contract if the Contractor:
.1 persistently or repeatedly refuses or fails to supply enough properly skilled workers or
proper materials;
.2 fails to make payment to Subcontractors for materials or labor in accordance with the
respective agreements between the Contractor and the Subcontractors;
.3 persistently disregards laws, ordinances, or rules, regulations or orders of a public
authority having jurisdiction;
.or
.4 Otherwise is guilty of substantial breach of a provision of the Contract Documents.
14.1.2 When any of the above reasons exist, the Owner, after consultation with Project
Management, and upon certification by Project Management that sufficient cause exists to
justify such action, may without prejudice to any other rights or remedies of the Owner and after
giving the Contractor and the Contractor's surety, if any, 72 hours written notice, terminate
employment of the Contractor and may, subject to any prior rights of the surety:
.1 take possession of the site and of all materials, equipment, tools, and construction
equipment and machinery thereon owned by the Contractor;
.2 accept assignment of subcontracts pursuant to Paragraph 5.4; and
.3 finish the Work by whatever reasonable method the Owner may deem expedient.
14.1.3 When the Owner terminates the Contract for one of the reasons stated in Subparagraph
14.1.1, the Contractor shall not be entitled to receive further payment until the Work is finished.
14.2 Suspension or Termination by the Owner for Convenience
14.2.1 The Owner may, without cause, order the Contractor in writing to terminate, suspend,
delay or interrupt the Work in whole or in part for such period of time as the Owner may
determine.
14.2.2 In the event of Termination the Owner shall pay for work completed to date of
Termination
GENERAL CONDITIONS
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SECTION 00970
PROJECT SAFETY AND HEALTH PLAN
REGULATIONS AND POLICIES
A. Every Contractor and Subcontractor employed on the Project shall comply with all
applicable local, State, and Federal safety and health regulations and with' Monroe County
safety and health policies as described herein.
The Contractor shall comply with OSHA (Occupational Safety and Health Administration) Parts
1910 and 1926, Construction Industry Standards and Interpretations, and with this supplement.
Requests for variances or waiver from this supplement are to be made to the Contracting Officer
in writing supported by evidence that every reasonable effort has been made to comply with the
contractual requirements. A written request for a waiver or a variance shall include--
(1) Specific reference to the provision or standard in question;
(2) An explanation as to why the waiver is considered justified; and
(3) The Contractor's proposed alternative, including technical drawings, materials, or equipment
specifications needed to enable the Contracting Officer to render a decision.
No waiver or variance will be approved if it endangers any person. The Contractor shall not
proceed under any requested revision of provision until the Contracting Officer has given written
approval. The Contractor is to hold and save harmless Monroe county Florida free from any
claims or causes of action whatsoever resulting from the Contractor or subcontractors
proceeding under a waiver or approved variance.
Copies of OSHA Parts 1910 and 1926, Construction Industry Standards and Interpretations,
may be obtained from:
U.S. Government Printing Office Bookstore
710 North Capitol Street N.W.
Washington, DC
hftr)://www.ar)o.aov/about/bookstore.htm
GENERAL CONTRACTOR REQUIREMENTS
Each Contractor and sub -contractor is to demonstrate that he or she has facilities for conducting
a safety program commensurate with the work under contract. The Contractor is to submit in
writing a proposed comprehensive site specific safety program for approval to the Contracting
Officer for Monroe County before the start of construction operations.
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The program is to specifically state what provisions the Contractor proposes to take for the
health and safety of all employees, including subcontractors and rental equipment operators.
The program shall be site specific and provide details relevant to the work to be done, the
hazards associated with the work, and the actions that will be necessary to minimize the
identified hazards.
The Safety Program will also be required to provide emergency contact person, emergency
planning and a personnel evacuation plan for any hurricane evacuation event.
1.2 PRECONSTRUCTION SAFETY MEETING
Representatives for the Contractor are to meet with the Contracting Officer (CO) or the CO's
representative before the start of construction to discuss the safety program and the
implementation of all health and safety standards pertinent to the work under this contract.
1.3 JOINT SAFETY POLICY COMMITTEE
The Contractor or designated on -site representative is to participate in monthly meetings of a
joint Safety Policy Committee with Monroe County Project Management and Contractor
supervisory personnel. At these meetings the Contractor's project manager and the Contracting
Officer will review the effectiveness of the Contractor's safety effort, resolve current health and
safety problems, and coordinate safety activities for upcoming work.
f 1.4 SAFETY PERSONNEL
I
Each Contractor is to designate a competent supervisory employee satisfactory to the
Contracting Officer to administer the safety program.
The Mandatory Safety and Health Rules shall be posted in a conspicuous location along with
the OSHA and Emergency Phone Number posters.
1.5 SAFETY MEETINGS
A minimum of one "on-the-job" or "toolbox" safety meeting is to be conducted each week by all
field supervisors or foremen and attended by mechanics and all construction personnel at the
jobsite.
The Contractor is to also conduct regularly scheduled supervisory safety meetings at least
monthly for all levels of job supervision.
Each Contractor and Subcontractor shall be expected to indoctrinate his employees as to the
safety and health requirements of this project and to enforce adherence to safe work
procedures.
Each Contractor and Subcontractor shall cooperate fully with all other contractors in their
respective safety and health programs.
1.6 SAFETY INSPECTION
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The Contractor shall perform frequent and regular safety inspections of the jobsite, materials,
and equipment, and shall correct deficiencies.
Good housekeeping shall be observed at all times. Waste, debris, and garbage shall be
removed daily or placed in appropriate waste containers. All materials, tools, and equipment
shall be stored in a safe and orderly fashion. Each contractor shall donate 10% of their staff to
a crew that will convene every Friday at 1:00 pm for a joint site clean-up effort not to exceed
duration of three hours.
In summary, there will be a three-part clean-up plan.
1. The first part consists of the contractor cleaning up on a daily basis, his workstations, and
his trade work.
2. The second part consists of the general clean-up, the concerted effort by all trade
contractors working on the project. A minimum of one (1) crew is to be utilized by each
contractor, or 10%, whichever is more.
3. The third part consists of the Owner cleaning up for a particular trade contractor should
adequate notice not compel him to clean up his work. In this case, the'appropriate
contractors will be back charged.
Shortly after the award of the contract and prior to the beginning of work, an Activity Hazard
Analysis (phase plan) shall be prepared by the contractor and submitted to Monroe County for
approval. The analysis will address the hazards for each activity to be performed in that phase
and will present the procedures and safeguards necessary to eliminate the hazards or reduce
the risk to an acceptable level. A phase is defined as an operation involving a type of work
presenting hazards not experienced in previous operations or where a new subcontractor or
work crew is to perform work. The analysis will be discussed by the contractor and Monroe
County on -site representatives at the Preparatory Inspection Meeting. Work will not proceed on
that phase until the Activity Hazard Analysis (phase plan) has been accepted by Monroe
County.
If Monroe County notifies any Contractor of any noncompliance with the provisions of this
program, the Contractor shall make all reasonable efforts to immediately correct the unsafe
conditions or acts. Satisfactory corrective action shall be taken within the specified time. If the
Contractor or Subcontractor refuses to correct unsafe or unhealthy conditions or acts, Monroe
County shall take one or more of the following steps:
a. Cease the operation or a portion thereof.
b. Stop payment for the work being performed.
c. Correct the situation using other forces and back charge the Contractor expenses
incurred.
d. Increase withholding in proportional increments for that given pay period.
1.7 FIRST AID TRAINING
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Every Contractor foreman's work crew must include an employee who has a current first aid
certificate from the, American Red Cross, or other Monroe County -approved organization.
1.8 REPORTS
Each Contractor is to maintain an accurate record of all job -related deaths, diseases, or
disabling injuries. The records shall be maintained in a manner approved by the Contracting
Officer. A copy of all reports is to be provided to the Contracting Officer.
All fatal or serious injuries are to be reported immediately to the Contracting Officer, and every
assistance is to be given in the investigation of the incident, including submission of a
comprehensive narrative report to the Contracting Officer. Other occurrences with serious
accident potential, such as equipment failures, slides, and cave-ins, must also be reported
immediately.
The Contractor is to assist and cooperate fully with the Contracting Officer in conducting
accident investigations. The Contracting Officer is to be furnished all information and data
pertinent to investigation of an accident.
1.9 CERTIFICATION OF INSURANCE
Contractors are to provide the Contracting Officer or his or her authorized representative with
certificates of insurance before the start of operations indicating full compliance with State
Worker's Compensation statutes, as well as other certificates of insurance required under the
contract.
2.0 FIRST AID AND MEDICAL FACILITIES
2.1 FIRST AID KITS
A 16-unit first aid kit approved by the American Red Cross is to be provided at accessible, well -
identified, locations at the ratio of at least 1 kit for each 25 employees. The first aid kits are to be
moisture proof and dust tight, and the contents of the kits are to be replenished as used or as
they become ineffective or outdated.
2.2 EMERGENCY FIRST AID
At least one employee certified to administer emergency first aid must be available on each shift
and duly designated by the Contractor to care for injured employees. The names of the certified
employees shall be posted at the jobsite.
2.4 COMMUNICATION AND TRANSPORTATION
Prior to the start of work, the Contractor is to make necessary arrangements for prompt and
dependable communications, transportation, and medical care for injured employees.
2.5 FIRST AID AND MEDICAL REPORTS
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The Contractor is to maintain a record system for first aid and medical treatment on the jobsite.
Such records are to be readily available to the Contracting Officer and are to include --
(a) A daily treatment log listing chronologically all persons treated for occupational injuries and
illnesses;
(b) Cumulative record of injury for each individual;
(c) Monthly statistical records of occupational injuries, classified by type and nature of injury;
and
(d) Required records for worker's compensation.
2.5 SIGNS AND DIRECTIONAL MARKINGS
Adequate identification and directional markers are to be provided to readily denote the location
of all first aid stations.
2.6 EMERGENCY LISTING
A listing of telephone numbers and addresses of doctor, rescue squad, hospital, police, and fire
departments is to be provided at all first aid locations.
3.0 PHYSICAL QUALIFICATIONS OF EMPLOYEES:
3.1 GENERAL REQUIREMENTS
Persons employed throughout the contract are to be physically qualified to perform their
assigned duties. Employees must not knowingly be permitted or required to work while their
ability or alertness is impaired by fatigue, illness, or any other reason that may jeopardize
themselves or others.
No personal radios or stereos will be allowed on the job -site.
3.2 HOIST OPERATORS
Operators of cranes, cableways, and other hoisting equipment shall be examined annually by a
physician and provided with a certification stating that they are physically qualified to safely
operate hoisting equipment. The Contractor is to submit a copy of each certification to the
Contracting Officer.
3.3 HEAVY EQUIPMENT OPERATORS
It is recommended that operators of trucks and heavy construction equipment be given physical
examinations to determine if they are physically qualified to perform their assigned work without
endangering themselves or others.
3.4 MOTOR VEHICLE OPERATORS
Operators of motor vehicles engaged primarily in the transportation of personnel are to be 18
years of age or older and have a valid state operator's permit or license for the equipment being
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-- operated. The operators must have passed a physical examination administered by a licensed
physician within the past year showing that they are physically qualified to operate vehicles
safely.
4.0 PERSONAL PROTECTIVE EQUIPMENT:
4.1 HARDHAT AREAS
The entire jobsite, with the exception of offices, shall be considered a hardhat area. All persons
entering the area are, without exception, required to wear hardhats. The Contractor shall
provide hardhats for visitors entering hardhat areas.
4.1.1 LABELS
Hardhats shall bear a manufacturer's label indicating design compliance with the appropriate
ANSI (American National Standards Institute) standard.
4.2 POSTING
Signs at least 3 by 4 feet worded as follows with red letters (minimum 6 inches high) and white
background shall be erected at access points to designated hardhat areas:
CONSTRUCTION AREA - HARDHATS REQUIRED BEYOND THIS POINT
These signs are to be furnished and installed by the Contractor at entries to shops, construction
yards, and job access points.
4.3 SAFETY GOGGLES (DRILLERS)
4.3.1 DRILLERS AND HELPERS.
Drillers and helpers operating pneumatic rock drills/concrete saws must wear protective safety
goggles.
5.0 MACHINERY AND MECHANIZED EQUIPMENT:
5.1 SAFE CONDITION
Before any machinery or mechanized equipment is initially used on the job, it must be inspected
and tested by qualified personnel and determined to be in safe operating condition and
appropriate for the intended use. Operators shall inspect their equipment prior to the beginning
of each shift. Any deficiencies or defects shall be corrected prior to using the equipment. Safety
equipment, such as seatbelts, installed on machinery is to be used by equipment operators.
5.2 TAGGING AND LOCKING
The controls of power -driven equipment under repair are to be locked. An effective lockout and
tagging procedure is to be established, prescribing specific responsibilities and safety
procedures to be followed by the person or persons performing repair work. Mixer barrels are to
be securely locked out before permitting employees to enter them for cleaning or repair.
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5.3 HAUL ROADS FOR EQUIPMENT
5.3.1 ROAD MAINTENANCE
The Contractor shall maintain all roadways, including haul roads and access roads, in a safe
condition so as to eliminate or control dust and ice hazards. Wherever dust is a hazard,
adequate dust -laying equipment shall be available at the jobsite and utilized to control the dust.
5.3.2 SINGLE -LANE HAUL ROADS
Single -lane haul roads with two-way traffic shall have adequate turnouts. Where turnouts are
not practical, a traffic control system shall be provided to prevent accidents.
5.3.3 TWO-WAY HAUL ROADS
On two-way haul roads, arrangements are to be such that vehicles travel on the right side
wherever possible. Signs and traffic control devices are to be employed to indicate clearly any
variations from a right-hand traffic pattern. The road shall be wide enough to permit safe
passage of opposing traffic, considering the type of hauling equipment used.
5.3.4 DESIGN AND CONSTRUCTION OF HAUL ROADS
Haul road design criteria and drawings, if requested by the Contracting Officer, are to be
submitted for approval prior to road. construction. Sustained grades shall not exceed 12 percent
and all curves shall have open -sight line with as great a radius as practical. All roads shall be
posted with curve signs and maximum speed limits that will permit the equipment to be stopped
within one-half the minimum sight distance.
5.3.5 OPERATORS.
Machinery and mechanized equipment shall be operated only by authorized qualified persons.
5.3.6 RIDING ON EQUIPMENT
Riding on equipment by unauthorized personnel is prohibited. Seating and safety belts shall be
provided for the operator and all passengers.
5.3.7 GETTING ON OR OFF EQUIPMENT
Getting on or off equipment while the equipment is in motion is prohibited.
5.3.8 HOURS OF OPERATION.
Except in emergencies, an equipment operator shall not operate any mobile or hoisting
equipment for more than 12 hours without an 8-hour rest interval away from the job.
5.4 POWER CRANES AND HOISTS (TRUCK CRANES, CRAWLER CRANES, TOWER
CRANES, GANTRY CRANES, HAMMERHEAD CRANES, DERRICKS, CABLEWAYS, AND
HOISTS)
5.4.1 PERFORMANCE TEST
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Before initial onsite operation, at 12-month intervals, and after major repairs or modification,
power cranes, derricks, cableways, and hoists must satisfactorily complete a performance test
to demonstrate the equipment's ability to safely handle and maneuver the rated loads. The tests
shall be conducted in the presence of a representative of the Contracting Officer. Test data shall
be recorded and a copy furnished the Contracting Officer.
5.4.2 PERFORMANCE TEST —POWER CRANES (Crawler mounted, truck mounted and
wheel mounted)
The performance test is to be carried out as per ANSI requirements. The test is to consist of
raising, lowering, and braking the load and rotating the test load through 3600 degrees at the
specified boom angle or radius. Cranes equipped with jibs or boom -tip extensions are to be
tested using both the main boom and the jib, with an appropriate test load in each case.
5.4.3 PERFORMANCE TEST —DERRICKS, GANTRY CRANES, TOWER CRANES,
CABLEWAYS, AND HOISTS, INCLUDING OVERHEAD CRANES
This equipment is to be performance tested as per ANSI requirements.
5.4.4 BOOM ANGLE INDICATOR
Power cranes (includes draglines) with booms capable of moving in the vertical plane shall be
provided with a boom angle indicator in good working order.
j 5.4.5 CRANE TEST CERTIFICATION.
The performance test required by 5.4.2 and 5.4.3 is fulfilled if the Contractor provides the
Contracting Officer a copy of a certificate of inspection made within the past 12 months by a
qualified person or by a government or private agency satisfactory to the Contracting Officer.
5.4.6 POSTING FOR HIGH VOLTAGE LINES
A notice of the 10-foot (or greater) clearance required by OSHA 1926.550, Subpart N, shall be
posted in the operator's cab of cranes, shovels, boom -type concrete pumps, backhoes, and
related equipment.
5.4.7 BOOM STOPS
Cranes or derricks with cable -supported booms, except draglines, shall have a device attached
between the gantry of the A -frame and the boom chords to limit the elevation of the boom. The
device shall control the vertical motions of the boom with increasing resistance from 83° or less,
until completely stopping the boom at not over 87' above horizontal.
5.4.8 SAFETY HOOKS
Hooks used in hoisting personnel or hoisting loads over construction personnel or in the
immediate vicinity of construction personnel shall be forged steel equipped with safety keepers.
When shackles are used under these conditions, they shall be of the locking type or have the
pin secured to prohibit turning.
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5.5.1 ROLLOVER PROTECTIVE STRUCTURES
OSHA 1926, Subpart W, Overhead Protection, Sections 1001 and 1002 are applicable
regardless of the year in which the equipment was manufactured and regardless of the struck
capacity of the equipment.
5.5.2 EQUIPMENT REQUIRING ROPS
The requirement for ROPS meeting 5.5.1 above applies to crawler and rubber -tired tractors
such as dozers, push -and -pull tractors, winch tractors, tractors with backhoes, and mowers; off -
highway, self-propelled, pneumatic -tired earthmovers, including scrapers, motor graders and
loaders; and rollers, compactors, water tankers (excluding trucks with cabs). These
requirements shall also apply to agricultural and industrial tractors and similar equipment.
5.5.3 EQUIPMENT REQUIRING SEATBELTS
The requirements for seatbelts as specified in OSHA Subpart 0, Motor Vehicles, Mechanized
Equipment, and Marine Operations, Section 1926.602 shall also apply to self-propelled
compactors and rollers, and rubber -tired skid -steer equipment.
5.6 LIFT PLAN
A Crane Lift or concrete boom truck Plan is required for any crane lift on a Monroe County
project.
Lifts exceeding 75% of the cranes stability / structural capacity chart, requiring movement of a
crane carriage with the load, personnel platforms, sensitive loads (long lead time, cost), loads
requiring two (or more) hooks, work over occupied facilities or work involving encroachment on
public rights of way are considered critical. These lifts must be authorized in advance.
Critical crane lift plans, if authorized, may have to be reviewed by a professional
engineer (the contractor shall budget the PE review within project budget). Additionally,
a critical lift JHA shall be submitted with the crane lift plan.
Crane Lift Plans must be submitted at least 48 hours (2 business days) prior to mobilization — 5
days for critical and helicopter lifts.
Crane Lift Plans must be based on "worst case" combination of load weight with chart
deductions and lift radius for a specific crane configuration in a specific location.
The Crane Lift Plan may be valid for more than one day, as long as the configuration, location,
maximum expected load, and maximum expected radius does not change. Use multiple lift
plans for multiple locations.
The Crane Lift Plan must be COMPLETE along with attachments — see Section 5 for the
required Attachments.
All rigging devices MUST bear the name of the manufacturer and be certified as to their
capacity. Custom -fabricated devices (lifting beams, spreader bars, etc) may be acceptable with
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proper PE stamp or proof testing as required by applicable standards. Capacities shall be
marked and legible on all such devices.
Work that is not anticipated in the Crane Lift Plan, but may arise due to site conditions (moving
equipment, loading materials onto floors, etc) must be reviewed with Monroe County prior to
hoisting. Changes affecting crane configuration and / or location may require the Crane Lift Plan
to be amended.
The contractor is responsible to visit the site prior to the lift date to review documentary
information pertaining to the site, which is maintained by Monroe County.
The contractor is responsible (determining adequacy, supplying and installing) for all supporting
material (as defined within 29 CFR 1926.1402) necessary for the crane lift.
The contractor is responsible to obtain all information that is necessary to develop a power line
safety plan.
The contractor is responsible to train all personnel involved in the Assembly / Disassembly and
or Crane Lift.
The contractor must provide the following information along with the Crane Lift Plan:
• Competent / Qualified Person Designation Forms for A/D Director, Operator, Rigger,
Signal Person
• Load Chart (complete with notes)
• Range Chart
• Dimension Illustration and Specifications for Crane
• Lightning and Wind Restrictions (from operators manual)
• Area (Quadrant) of Operation Diagram
• Operators License, Operators Training Information, USDOT Medical Certification, OSHA
10/30 Hour Course Completion Cards, as may be required by the project.
• Jurisdictional Registration, if required
• JHA for Assembly / Disassembly of Crane, Severe Weather, Truck Load / Unload, Etc.
• JHA for Power Line Encroachment
• 3rd Party Inspection Certification and Report — see Crane Lift Plan for requirements
(Note: The inspector shall be certified with the CCAA).
• Weights of Materials
• Rigging Plan
• Logistics Plan
The contractor shall comply with the Site Specific Safety Plan.
The contractor / Crane Company / Rigging Company is responsible for the accuracy of plan and
inspections. This planning process has been established to help ensure proper coordination
between Contractor, subcontractors and Monroe County.
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No warranty or certification of the suitability of this plan is accepted by Monroe County. It is the
responsibility of the Contractor/Subcontractor and the Crane.Operator to ensure that they and
their employees are qualified, competent, properly equipped and properly trained to perform the
activities outlined in this plan.
6.0 LADDERS AND SCAFFOLDING:
6.1 LADDERS.
OSHA 1926, Subpart L - Section 450. Ladders shall be used as work platforms only when use
of small hand tools or handling of light material is involved. No work requiring lifting of heavy
materials or substantial exertion shall be done from ladders.
6.2 SCAFFOLDING. OSHA 1926, Subpart L - Section 451
Scaffolds, platforms or temporary floors shall be provided for all work except that which can be
done safely from the ground or similar footing.
6.3 SAFETY BELTS, LIFELINE, AND LANYARDS. OSHA 1926, Subpart E, Section 104
Lifelines, safety belts and lanyards independently attached or attended, shall be used when
performing such work as the following when the requirements of 6.1 or 6.2 above cannot be
met.
(a) Work on stored material in hoppers, bins, silos, tanks, or other confined spaces.
(b) Work on hazardous slopes, structural steel, or poles; erection or dismantling of safety nets,
tying reinforcing bars; and work from Boatswain's chairs, swinging scaffolds, or other unguarded
locations at elevations greater than 6 feet.
(c) Work on skips and platforms used in shafts by crews when the skip or cage does not block
the opening to within 1 foot of the sides of the shaft, unless cages are provided.
7.0 FIRE PROTECTION
A. Every Contractor and Subcontractor employed on the Project shall exercise good
construction practices to prevent fire. It shall be the responsibility of the Contractor to insure
that general fire protection facilities are adequate for his work and to provide additional fire
protection facilities and devices, including fire extinguishers as required by their scope of work.
8.0 WORK NEAR ENERGIZED ELECTRICAL LINES OR OTHER UTILITIES
A. It shall be the Contractor's sole and exclusive responsibility:
(a) To provide personnel capable of working adjacent to energized electrical lines or other
utilities
(b) To provide adequate, safe and properly maintained equipment
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(c) To conduct all of his work in accordance with the safety rules and regulations prescribed by
the National Electric Code, National Electric Safety Code, H30, and Safety Rules for Installation
and Maintenance of Electrical Supply and Communication Lines Hand Book 81, Occupational
Safety and Health Act of 1970, as well as other safety codes in effect at the site of construction
and as specified elsewhere herein, or as are generally applicable to the type of work being
performed
(d) To continuously supervise and inspect the work being performed to assure that the
requirements of (a), (b), and (c) above are complied with, and nothing in these Contract
Documents shall be held to mean that any such responsibility is the obligation of the Owner or
the Architect or Project Management.
9.0 BARRICADES, WARNING DEVICES AND LIGHTING
A. The Contractor shall be solely responsible for providing temporary ladders, guard rails,
warning signs, barricades, night guard lights, and deck or floor closures required in connection
with his work to comply with Federal, State and local safety requirements. The Contractor shall
be solely and exclusively responsible for the design, construction, inspection and maintenance
of such facilities at all times.
B. It shall be the responsibility of the Contractor to provide additional temporary lighting, if
needed to maintain safe conditions.
C. It shall be the sole and exclusive responsibility of the Contractor to provide a safe place
to work for all laborers and mechanics and other persons employed on or in connection with the
project, and nothing in these Contract Documents shall be construed to give any of such
responsibility to the Owner, the Architect, or Project Management.
D. The Contractor shall provide a security fence around the area of the Work so as to
prevent entry into the Work area by unauthorized personnel and the general public. The fence
shall have fence post basesthat eliminate the need to penetrate the ground for support.
10.0 . HAZARDOUS MATERIALS
10.1 In the event the Contractor encounters on the site material reasonably believed to be
asbestos or polychlorinated biphenyl (PCB) which has not been rendered harmless, the
Contractor shall -immediately stop Work in the area affected and report the condition to the
Owner and Project Management in writing. The Work in the affected area shall not thereafter
be resumed except by written agreement of the Owner and Contractor if in fact the material is
asbestos or polychlorinated biphenyl (PCB) and has not been rendered harmless. The Work in
the affected area shall be resumed in the absence of asbestos or polychlorinated biphenyl
(PCB), or when it has been rendered harmless, by written agreement of the Owner and
Contractor.
10.1.1 The Contractor shall not be required pursuant to Article 7 to perform without
consent any Work relating to asbestos or polychlorinated biphenyl (PCB).
10.1.2 If reasonable precautions will be inadequate to prevent foreseeable bodily injury
or death to persons resulting from a material or substance encountered on the site by the
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Contractor, the Contractor shall, upon recognizing the condition, immediately stop Work in the
affected area and report the condition to Project Management in writing. The Owner, Contractor
and Project Management shall then proceed in the same manner described in Subparagraph
10.1
10.1.3 The Owner shall be responsible for obtaining the services of a licensed
laboratory to verify a presence or absence of the material or substance reported by the
Contractor and, in the event such material or substance is found to be present, to verify that it
has been rendered harmless. Unless otherwise required by the Contract Documents, the
Owner shall furnish in writing to the Contractor and Project Management the names and
qualifications of persons or entities who are to perform tests verifying the presence or absence
of such material or substance or who are to perform the task of removal or safe containment of
such material or substance. The Contractor and Project Management will promptly reply to the
Owner in writing stating whether or not any of them has reasonable objection to the persons or
entities proposed by the Owner. If the Contractor or Project Management has an objection to a
person or entity proposed by the Owner, the Owner shall propose another to whom the
Contractor and Project Management have no reasonable objection.
10.2 Safety of Persons and Property
10.2.1 The Contractor shall take reasonable precautions for safety of, and shall provide
reasonable protection to prevent damage, injury or loss to:
.1 employees on the Work and other persons who may be affected thereby;
.2 The Work and materials and equipment to be incorporated therein, whether in storage
on or off the site, under care, custody or control of the Contractor or the Contractor's
Subcontractors or Sub -subcontractors;
.3 other property at the site or adjacent thereto, such as trees, shrubs, lawns, walks,
pavements, roadways, structures and utilities not designated for removal, relocation or
replacement in the course of construction; and
.4 construction or operations by the Owner or other Contractors
10.2.2 The Contractor shall give notices and comply with applicable laws, ordinances, rules,
regulations and lawful orders of public authorities bearing on safety of persons or property or
their protection from damage, injury or loss.
10.2.3 The Contractor shall erect and maintain, as required by existing conditions and
performance of the Contract, reasonable safeguards for safety and protection, including posting
danger signs and other warnings against hazards, promulgating safety regulations and notifying
owners and users of adjacent sites and utilities.
10.2.4 When use or storage of explosives or other hazardous materials or equipment or
unusual methods are necessary for execution of the Work, the Contractor shall exercise utmost
care and carry on such activities under supervision of properly qualified personnel.
10.2.5 The Contractor shall promptly remedy damage and loss to property referred to in
Clauses 10.2.1.2, 10.2.1.3, 10.2.1.4 caused in whole or in part by the Contractor, a
Subcontractor, a Sub -subcontractor, or anyone directly or indirectly employed by any of them, or
by anyone for whose acts they may be liable and for which the Contractor is responsible under
Clauses 10.2.1.2, 10.2.1.3 and 10.2.1.4, except damage or loss attributable to acts or omissions
of the Owner, Project Management or Architect or anyone directly or indirectly employed by any
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of them, or by anyone for whose acts any of them may be liable, and not attributable to the fault
or negligence of the Contractor. The foregoing obligations of the Contractor are in addition to
the Contractors obligations under Paragraph 3.18.
10.2.6 The Contractor shall designate a responsible member of the Contractor's organization at
the site whose duty shall be the prevention of accidents. This person shall be the Contractor's
superintendent unless otherwise designated by the Contractor in writing to the Owner or Project
Management.
10.2.7 The Contractor shall not load or permit any part of the construction or site to be loaded
so as to endanger its safety.
11.0 EMERGENCIES
11.1 In an emergency affecting safety of persons or property, the Contractor shall act, at the
Contractor's discretion, to prevent threatened damage, injury or loss. Additional compensation
or extension of time claimed by the Contractor on account of an emergency shall be determined
as provided in Paragraph 4.7 and Article 7
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SECTION 00980
CONTRACTOR QUALITY CONTROL PLAN
1.1 PROJECT MANAGEMENT'S DUTIES AND RESPONSIBILITIES
A. The Project Management Representative will monitor all work performed by the
Contractor and assist the Contractor with his conformance of the work to the
Contract Drawings and Specifications.
1.2 CONTRACTOR'S DUTIES AND RESPONSIBILITIES
A. The Contractor is responsible for the quality of the work performed by his work
force on this project as well as the quality of the material, equipment and supplies
furnished by him to be incorporated into the work.
B. The Contractor will provide a Quality Control Plan for approval and designate a
Quality Control Representative who will be on site at all times while the
respective Contractor's work is in progress and will have the authority and
responsibility to accept or reject items of work. The Contractor's Quality Control
Representative may delegate his duties but the primary responsibility and
authority will rest on him.
C. The Contractor's Quality Control Representative will coordinate the submittal of
all shop drawings, product data and samples to Project Management. Any
submittal that is at variance to the contract requirements must be identified as
such and transmitted to Project Management for submittal and approval by the
Owner. No work requiring submittal of a shop drawing, product data or sample
shall commence until the submittal has been reviewed and approved by Project
Management.
D. The Contractor will bear the responsibility of scheduling all required testing and
inspections by the designated material -testing laboratory, in a timely fashion, to
prevent needless cancellations and delays of work activities. Any costs caused
by untimely notification shall be borne by the Contractor.
E. The Contractor's Quality Control Representative will review his drawings,
procurement documents and contracts to insure that the technical information
provided and all work performed is in accordance with the latest revisions of the
Contract Drawings and Specifications.
F. The Contractor's Quality Control Representative will perform an inspection upon
receipt at the site of the work of all materials, equipment and supplies including
those furnished to him by the Owner. Notes from this inspection will be filled out
on the appropriate form and included with the Contractor Daily Quality Control
Report. Items which are damaged or not in conformance with the respective
submittals, quality standards, contract drawings and specifications shall be
brought to the attention of Monroe County representative on site and then will be
identified and segregated from accepted items. Items thus identified will not be
incorporated into the work until corrective action acceptable to Project
Management is completed. Items determined unsalvageable will be removed
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from the job site. These items shall be noted as deficient in the applicable
section of the Contractor Daily Quality Control Report.
1.3 INSPECTION AND TESTING
A. INSPECTION PLAN
Project Management utilizes a multi -point inspection plan for each separate
feature of work to be performed under this Contract, i.e., work described by each
division of the technical provision section of the contract specifications. This plan
consists of the following:
Preparatory Inspection —Prior to commencing the work, the Contractor's
Quality Control Representative will meet with Project Management's
representative and check the following items at a minimum for
conformance:
(a) Approval of shop drawings and submittals.
(b) Approval of inspection and test reports of materials and equipment
to be utilized.
(c) Completion of previous operations of preliminary work.
(d) Availability of materials and equipment required.
(e) Potential utility outages.
(f) Any other preparatory steps dependent upon the particular
operation.
(g) Quality standards.
(h) Safety or environmental precautions to be observed. (Phase
Hazard)
Note: Project Management will record the minutes to this inspection meeting
and distribute accordingly.
2. Initial Inspection —Upon completion of a representative sample of a given
feature of the work, the Contractor's Quality Control Representative will
meet with Project Management's representative and check.the following
items at a minimum for conformance:
(a) Workmanship to established quality standards.
(b) Conformance to contract drawings and specifications.
(c) Construction methods, equipment and tools utilized.
(d) Materials and articles utilized..
(e) Adequacy of testing methods.
(f) Adequacy of shop drawings.
(g) Adequacy of safety or environmental precautions.
Note: Project Management will record the minutes to this inspection meeting
and distribute accordingly.
3. Follow-up Inspections —The Contractor's Quality Control Representative
will inspect the work daily to assure the continuing conformance of the
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work to the workmanship standards established during the preparatory
and initial inspections.
Additionally, as a part of the follow-up inspection, sign -off sheets will be
utilized as often as possible. The intent of these sheets is to achieve
concurrence from other trade contractors and responsible parties that
ensuing work can indeed commence over underlying work. This will
prevent oversights and omissions which could elevate costs. Sign -off
sheets shall be used for, but not be limited to, concrete, drywall, ceilings,
painting, roofing substrates and flooring. These reports are to be
generated by the Contractor and submitted to Project Management
Superintendent for approval prior to the start-up of work.
Failure to generate a sign -off sheet or to attain proper signatures prior to
covering up underlying work may affect payment for that piece of work if
ensuing problems are detected or not. This disciplinary action shall be
carried out via the Nonconformance Report. (See Section 1.4.6 of this
plan.)
Note: The Contractor shall be responsible to record these inspections and all
other project related activities encountered throughout the day on the
Contractor Daily Quality Control Report.
4. Completion Inspections —Upon completion of a given feature of the work,
the Contractor's Quality Control Representative will meet with the Project
Management Superintendent, if he so desires to attend, to perform an
inspection of the completed work. Nonconforming items will be identified
and corrected prior to commencement of the next operation.
Note: The Contractor shall conduct and report corrections of this inspection
which shall be a required submittal.
5. Follow -On Inspections —Upon execution of the contractor's completion
inspection in elements of the work which result in concealment; such as,
ceiling and drywall installations, the Contractor shall schedule and
conduct multi -trade or singular inspections prior to covering installation.
Note: Project Management will record the minutes to this inspection meeting.
6. Pre -Final Inspection —Upon substantial completion of the project work
Project Management shall coordinate and conduct a universal inspection
of all areas and elements of the work. The Architect/Engineer may be
represented if he so desires. This inspection shall be completed at least
(15) days prior to the final substantial completion inspection which shall
be conducted by Project Management. All deficiencies and incomplete
work should be completed prior to the final substantial completion
inspection.
B. OPERATION AND CHECK OUT TESTING
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The Contractor will provide personnel and equipment to perform the operational
tests and check-out of the equipment, facilities or equipment constructed,
fabricated or installed under this Contract. The Project Management
Superintendent will coordinate and witness all such tests. Notification should be
given at least ten (10) days in advance of the scheduled tests.
C. FINAL INSPECTION
Project Management will coordinate and attend all final inspections of the work.
Prior to requesting a final inspection, all tests for the equipment and systems
must be completed.
See Section 01700 for contract closeout.
1.4 REPORTING
Maintaining accurate and retrievable records is extremely important in the Quality
Assurance Program. These records will act as a main source of information in the
present and in the future for the entire project management team. The main report that
will be utilized to provide this information is the Daily Quality Control Report.
Nonconformance Reports may also be issued.
A. DAILY QUALITY CONTROL REPORT
The Daily Quality Control Report shall be used to document the summary of daily
inspection activities performed by the Contractor's designated Quality Control
Representative. It shall include any of the steps of inspection that are performed
that day, all test monitoring and any rework of nonconforming items. The daily
Quality Control Report section of the Daily Superintendent's Report will be
routinely used for daily reporting requirements. When the magnitude or
complexity necessitates such, a more separate and comprehensive form will be
used. Reference Contractor's Daily Report, and as needed Contractor Daily
Quality Control Report, Section 01385.
B. NONCONFORMANCE REPORT
Nonconformance Reports will be issued for work that is found to be in
nonconformance with the contract documents or the referenced quality
standards. The report will be issued by Project Management.
It is not the intent to routinely and repeatedly issue nonconformance reports, but
to issue them only after normal enforcement standards have been exhausted, or
if the work performed is a detriment to the project.
A copy of the Nonconformance Report will be forwarded to the Site Project
Manager for his information and/or action. It should also be included in the
Contractor's Daily Quality Report package for general review.
Nonconformance Reports will be signed off once the deficient item or items have
adequately been corrected. This will be done by the issuing Superintendent and
Project Manager. These sign -offs will be included with a corresponding
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corrective action taken. Significant nonconformance needs to be addressed to
prevent recurrence. The signed -off report will also be submitted for review.
Work activities affected by a Nonconformance Report will proportionally counter -
affect payments. Whether that be partial or full retainage will be left up to the
discretion of Project Management.
1.5 AUDITS
A. Project Management may choose at its option to perform Contractor audits of
their Contractor Quality Control Plan at any time. Reports of these audit results
will be forwarded to the Project Manager for his action. Any action items noted
during an audit for the Contractor will be followed up and documented to insure
compliance and avoid recurrence.
fi�1IJJFA:vi
The intention of this plan is to create a system of checks and balances that will minimize
delays caused by rework and a lack of planning and maximize production and insure
that the finished product is one that the entire construction team can pride themselves in.
These goals can be achieved by giving the Owner exactly what he has bought. The
Owner will expect no more and through Quality Assurance, the construction team will
provide no less.
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SECTION 00990
SPECIAL CONDITIONS
1. Construction shall be conducted in such a manner as to cause the least possible
interruption to normal County business. Necessary access to and from adjacent
buildings and the parking area shall be provided at all times.
2. Contractor shall take all means necessary to contain dust and debris as an
integral part of the work.
3. Weather intrusion and unauthorized access to the Project Site due to
construction activities shall be prevented by the Contractors careful scheduling
of work, or other means satisfactory to the Owner.
4. Contractor shall coordinate construction activities as necessary to avoid security
or safety concerns at the Project Site.
5. Information shown on the Drawings is assembled from numerous record
information sources and may be inaccurate or incomplete. Contractor shall make
such field visits or investigations as are necessary to prepare an accurate and
complete bid. Claims for extra work or expense after bid closing which are due to
reasonably foreseeable circumstances shall be denied and shall remain the sole
risk and expense of the Contractor. Field measured dimensions shall be
obtained by the Contractor prior to placing orders for fabrications or prefabricated
materials. Adjustments, delays, re -fabrications, or replacement materials due to
inaccurate information are the sole responsibility of the Contractor.
6. SITE SURVEY
A. The Plat of Survey and other survey data, are available in the Office of
Project Management for review, and are for the general information of the
contractor. The data contained was prepared by the Owner for the Architect's
use for the design of the project, and neither the Owner nor the Architect, nor
Project Management make any representation, guarantee of warranty as to the
accuracy or completeness of data indicated, expressed or implied.
B. Proposers shall visit the site; make their own investigations, assumptions
and conclusions as to the nature and extent of existing surface and overhead
conditions affecting the work. Neither the Owner nor the Architect, nor Project
Management will be responsible for additional type or extent of work required to
be performed under the Contract due to any assumptions or conclusions by the
successful proposer based upon the survey information provided.
SPECIAL CONDITIONS 00990-Page 119 of 207
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SECTION 01010
SUMMARY OF THE WORK
Project Overview
This work will be a renovation on a historic structure listed on the National Park
Service Inventory of Historic Light Stations.
The scope of work includes various painting, repair and restoration work at the
historic Key West Light Station Property at 938 Whitehead St., Key West. Work shall be
as shown in the drawings and the specifications, including but not limited to:
Historic lighthouse: paint the entire lighthouse exterior. Repair historic metalwork
and paint the interior of the top(metal portion) of the lighthouse. Repair various historic
metal components including portholes doors platforms ventilators and roofing. Patch
and paint various historic lighthouse elements including ventilators, beadboard, and
metal stairways.
Historic Keepers Quarters building: paint entire building exterior. Repair and paint
exterior siding, exterior columns and historic wood windows and shutters. Provide and
install new vertical accessible lift and new wood stair at rear of building.
Sitework: repair and paint existing wood fencing round the property. Install new
trench drain, door and swale at the gift shop. Repair spalling concrete above doorway.
ADD Alternates include the following:
1. Patching of slate roofing at keepers quarters, oilhouse, and wood shingle roofing
at shed building.
2. New Copper Gutters and Downspouts at the Lighthouse keepers quarters.
3. Patching and Painting of interior masonry at the Lightouse.
2 General Project Intent and Scope
Provide all labor, supervision, engineering, materials, supplies, equipment, tools,
transportation, surveying, layout, and protection for the proper execution and completion of all
the work in accordance with the Contract Documents. The Work shall include but not be limited
to that shown on the Drawings and detailed in the Technical Specifications if any included in this
Contract.
3 Overview of General Requirements
A) Contractor is required to provide protection for all existing surfaces. To include but not
limited to:
1. Existing doors/passages
2. Interior/Exterior Walls
3. Personal Items
4. Windows
5. Flooring
6. Vehicles
SUMMARY OF THE WORK 01010-Page 120 of 207
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7. Landscaping
B) The contractor shall ensure that all non-exempt employees for this effort are compensated in
accordance with all State and local Laws.
C) Provide a dumpster, containment bin or similar device for the collection and containment of
construction generated debris.
D) Load, haul and properly dispose of construction debris.
E) Provide and maintain appropriate (OSHA required) construction warning signs.
F) Furnish all required work site safety equipment.
G) Furnish and maintain on -site MSDS sheets for all materials used in the construction.
H) Construction work times shall be limited to:
9AM to 7PM Mon -Fri
1) All materials shall be approved by submittal prior to commencement of work
J) Provide all Permits necessary to complete the scope of work
K) Contractor shall provide a Guaranteed Maximum Price
L) Contractor needs to be aware of weather and location and plan accordingly.
M) Contractor needs to be aware of the facility, its residents, and staff with unusual schedules
and plan accordingly. Coordination of each days works shall be done in advance with approval
from County. All spaces interior and exterior shall be cleaned and returned to normal each work
period .
N) The Scope of Work shall include, but not be limited to, all work shown and listed in the
Project Drawings. The Contractor is required to provide a complete job as contemplated by the
drawings and specifications, which are a part of this bid package.
O)The Contractor shall furnish all labor, supervision, materials, power, tools, equipment,
supplies and any other means of construction necessary or proper for performing and
completing the Scope of Work, unless otherwise specifically stated.
The contractor will be responsible to obtain all additional necessary permits and approvals for
the Key West Light Station Renovations including Federal Aviation Administration, Florida
Department of Transportation, Monroe County Growth Management, Monroe County Building
Dept., City of Key West, Fire Marshall, and any other permitting or regulatory agencies as
applicable
SPECIAL PROVISIONS
The following Special Provisions are intended to clarify the scope of work, or highlight
features of the work, or modify, change, add to, or delete from the General Scope of this
Proposal Package.
All licenses required in order to perform the scope of work in the specified
location, shall be procured and maintained 'by the contractor and his
subcontractors. Contractor shall submit copies to Project Management prior to
notice to proceed. Contractor's license shall accompany proposal.
2. Provide, replace, and maintain any safety rails and barricades as necessary
during the process of work, or during deliveries of materials or equipment.
3. Contractor is to review Division 1 General Requirements for additional
responsibilities required in order to perform this Work.
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4. If in the event of conflicting, or overlapping requirements in any area of the
proposal documents, technical specifications, or drawings, the most stringent
condition shall be proposed and constructed. Notify Project Management in any
event, in order to not compromise the Owner's right to make appropriate
decisions.
5. Contractor shall maintain As -Built Drawings, (Record Drawings per Section
01720), of his work progression.
6. The Contractor shall not store materials, tools or debris inside the building with
out written permission. Contractor shall provide suitable storage container, and
be responsible for disposal off -site of all debris and trash.
7. The Contractor shall coordinate with Owner's representative on available hours
for Job Site access. Job site will have limited 9AM -7PM work hours. Contractor
will need to schedule work shifts typically from 9AM- 7PM weekly. Any change to
agreed upon schedule must be obtained in writing with a minimum of 72 hrs
advanced notice.
8. Coordination of each days works shall be done in advance with approval from
County. All spaces interior and exterior shall be cleaned and returned to normal
each work period.
9.In addition to price, evaluation of Bid Proposals will include an analysis and
ranking of fines based on the following required information: -
Proposals shall contain Pre -qualification requirements for award of contracts.
The following contractors will be required to demonstrate qualifications
appropriate to the historical nature of the project:
1. Masonry
2. Metal restoration and welding
3. Metal casting and founding
4. Roofers
Documentation demonstrating such qualifications shall include, but not be limited
to:
1. Resumes of any academic training;
2. Evidence of possession of required licenses and/or business permits; and
3. Evidence of on the job experience in historic preservation projects of a similar
nature.
In addition to the documentation required for contractors, individual supervisors
of craftsmen shall provide references, one of which is an Owner of a completed
relevant historical project of the contractor and one of which is an Architect or
Engineer for a completed relevant historic project. Provide any additional
information, including photographs, as applicable, in order to show historic
preservation experience.
1.2 PROTECTION:
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A. The Contractor shall use every available precaution to provide for the safety of property
owner, visitors to the site, and all connected with the work under the Contract.
B. All existing facilities both above and below ground shall be protected and maintained
free of damage. Existing facilities shall remain operating during the period of construction
unless otherwise permitted. All access roadways must remain open to traffic unless otherwise
permitted. .
C. Barricades shall be erected to fence off all construction areas from operations personnel
and the general public. Fence posts shall have bases that eliminate the need to penetrate the
ground for support.
D. Safety Requirements
1. All application, material handling, and associated equipment shall conform to and be
operated in conformance with OSHA safety requirements.
2. Comply with federal, state and local and owner fire and safety requirements.
3. Advise owner whenever work is expected to be hazardous to owner employees and/or
operations.
4. Maintain a crewman as a floor area guard whenever roof and or decking is being
repaired or replaced.
5. Maintain proper fire extinguisher within easy access whenever power tools, roofing
kettles, and torches are being used.
1.3 HOUSEKEEPING:
1. Keep materials neat and orderly.
2. Remove scrap, waste and debris from project area daily.
3. Maintenance of clean conditions while work is in progress and cleanup when work is
completed shall be in strict accordance with the "General Conditions" of this contract.
4. Maintain Fire protection during construction
5. Housekeeping required on a daily basis
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SECTION 01015
CONTRACTOR'S USE OF PREMISES
PART 1 — GENERAL
1.1 DESCRIPTION
A. Work included:
This Section applies to situations in which the Contractor or his representatives including, but
not necessarily limited to, suppliers, subcontractors, employees, and field engineers, enter upon
Owner's property.
Related work:
Documents affecting work of this Section include, but are not limited to, General Conditions,
Supplementary Conditions, and Sections in Division 1 of these Specifications.
1.2 QUALITY ASSURANCE
A. Promptly upon award of the Contract, notify all pertinent personnel regarding
requirements of this Section.
Require all personnel who will enter upon the Owner's property certify their awareness of and
familiarity with requirements of this Section.
1.3 SUBMITTALS
Maintain an accurate record of names and identification of all persons entering upon Owner's
property in connection with Work of this Contract, including times of entering and times of
leaving, and submit a copy of the record to Owner daily.
1.4 TRANSPORTATION FACILITIES
A. Provide adequate protection for curbs and sidewalks over which trucks and equipment
pass to reach job site.
Contractor's vehicles:
1. Require Contractor's vehicles, vehicles belonging to employees of Contractor, and all
other vehicles entering upon Owner's property in performance of Work of Contract, to use only
the Access Route approved in advance by Owner.
Do not permit such vehicles to park on any street or other area of Owner's property except in
the area approved by Owner as "Contractor's Parking Area."
1.5 SECURITY
A. Restrict access of all persons entering upon the Owner's property in connection
with work to the Access Route and to actual site of the work.
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SECTION 01027
APPLICATION FOR PAYMENT
1. SUMMARY
This section provides procedures for preparation and submittal of Applications for Payment.
The Application for Payment including the Continuation Sheet is the required format for submitting
invoices. A copy of these forms is included in this section. The Owner reserves the right to modify the
format to better suit his internal accounting system.
3. SUBMITTAL PROCEDURES
A. The initial Application for Payment will not be processed until the Contractor's Construction
Schedule, Schedule of Values, and the initial Submittal Schedule have been received,
reviewed and approved by Project Management.
B. Submit .an updated Construction Schedule and Submittal Schedule and a Partial Release of
Lien with each Application for Payment.
C. Payment shall be made according to the Local Government Prompt Payment Act, Sec. 218.70
et seq. Florida Statutes.
D. Monroe County makes every effort to meet the payment schedule. It is requested that the
contractor not make any calls to any County office inquiring about payment until the twentieth
(20th) day after submission of the pay request.
4. MONTHLY PAY REQUEST PROCEDURE
A. Project Management to review as-builts as to current additions, corrections, etc., prior to
monthly approval to ensure as-builts are current.
5. FINAL PAY PROCEDURE
A. To help expedite the final payment, it is necessary for Project Management to have a correct
and complete package of documents 20 days in advance of requested pay date.
B. A minimum of ten (10) working days is required from receipt of correct documents for Project
Management to obtain necessary signatures and submit project for Final Payment. Contractor
shall submit all required forms and releases to Project Management. The following documents
(samples attached) are required for Final Payment:
(1) Application and Certificate for Payment
APPLICATION FOR PAYMENT 01027-
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(2) Continuation Sheet
(3) Certificate of Substantial Completion
(4) Contractor's Affidavit of Debts and Claims
(5) Contractor's Affidavit of Release of Liens
(6) Final Release of Lien
Also, all warranties and guarantees required by Contract, "As -Built" drawings, including red -
lined site plan, submittal documents, certification that all utility bills (i.e., electric, local water)
have been paid, and a complete list of subcontractors with addresses and phone numbers must
be submitted prior to final payment in both bound paper and electronic PDF form on CD/DVD.
C. It is the Contractor's responsibility to ensure the completeness of the Final Pay Package.
Incompleteness will result in delay of Final Pay. Final Pay Requests will not be
processed until all the required documents are received by Monroe County Project
Management. Final Pay Request must be submitted no later than 30 days after final
project completion and acceptance.
6. SUBSTANTIATING DATA
A. When the Owner's Representative requires substantiating information, submit data justifying
dollar amounts in question.
B. Provide one copy of data with cover letter for each copy of submittal. Indicate Application
number, date, line item by number and description.
APPLICATION FOR PAYMENT 01027-
Page 126 of 207
KEY WEST LIGHT STATION RENOVATIONS
APPLICATION FOR PAYMENT
ARCHITECT'S CERTIFICATE FOR PAYMENT
In accordance with the Contract Documents, based on on -site observations and the data
SUMMARY
comprising the above application, the Architect certifies to the Owner that to the best of the
Architect's knnwledgE information helief Work has indicated the
Application No:
and the progressed as
quality of the Work is in accordance with the Contract Documents, and the Contractor is
entitled to payment of the Amount Certified.
To: Monroe County, Florida
This Certificate is not negotiable. The Amount Certified is payable only to the Contractor
From:
named herein. Issuance, payment and acceptance of payment are without any prejudice to
Contractor
any rights of the Owner or Contractor under this Contract.
Project:
Contract For:
Period: From:
Contract Date:
Original Contract Sum:
Net Change By Approved Change Order:
Contract Sum To Date:
Total Completed & Stored To Date:
Retainage
% of Completed Work:
Total Earned Less Retainage:
Less Previous Payments:
Current Payment Due:
Balance to Finish:
Reviewed for Payment
Director of Project Management
Date:
To:
Approved for Payment
Date:
Amount Certified:
(Attach an explanation if the amount certified differs from the amount applied for)
ARCHITECT:
By:
Date:
The undersigned Contractor certifies that to the best of the Contractors knowledge,
information and belief, the Work covered by this Application for Payment has been
completed in accordance with the Contract Documents, that all amounts have been paid by
the Contractor for Work for which previous Applications for Payment were issued and
payments received from the Owner, and that current payment shown herein is now due.
By:
State of.
Date:
County of:
Subscribed and sworn to before me this day of , 200
Notary Public:
My Commission Expires:
Approved for Payment
Monroe County, Owner
Roman Gastesi, County Administrator
Debbie Frederick, Deputy Administrator
Date:
APPLICATION FOR PAYMENT 01027-Page 127 of 207
KEY WEST LIGHT STATION RENOVATIONS
CONTINUATION SHEET
PAGES
APPLICATION AND CERTIFICATE FOR PAYMENT APPLICATION NO.:
Containing Contractor's signed Certification is attached. APPLICATION DATE:
In tabulations below, amounts are stated to the nearest dollar. PERIOD TO:
Use Column I on Contracts where variable retainage for line items may apply.
Change Orders added at the end of sheet.
PAGE OF
A
B
C
D I E
F
G
H
I
ITEM
NO.
DESCRIPTION OF WORK
SCHEDULED
VALUE
WORK COMPLETED
MATERIALS
PRESENTLY
STORED
NOT INDORE
TOTAL
COMPLETED AND
STORED TO DATE
D+E+F
%
(G + C)
BALANCE
TO
FINISH
C -G
RETAINAGE
(IF VARIABLE
RATE)
FROM PREVIOUS
APPLICATION
(D + E)
THIS PERIOD
APPI�- " ,,ITION FOR PAYMENT 01027-Page 128 of 207
KEY WEST LIGHT STATION RENOVATIONS
MONROE COUNTY/ENGINEERING/ PROJECT MANAGEMENT
CONTRACT CHANGE ORDER
PROJECT TITLE:
TO CONTRACTOR:
The Contract is changed as follows:
CHANGE ORDER NO:
INITIATION DATE:
CONTRACT DATE:
The original (Contract Sum) (Guaranteed Maximum Price) ............................................$
Net change by previously authorized Change Orders ...................................................$
The (Contract Sum) (Guaranteed Maximum Price) prior to this Change order was .............$
The (Contract Sum) (Guaranteed Maximum Price) will be (increased) (decreased)
(unchanged) by this Change Order ....... $
The new (Contract Sum) (Guaranteed Maximum Price) including this Change Order is ...... $
The Contract Time will be (increased) (decreased) (unchanged) by ..................................
The date of Substantial Completion as of the date of this Change Order is .........................
Detailed description of change order and justification:
This change Order is % of the original contract price.
Not valid until signed by Owner, Architect (if applicable), and Contractor
ARCHITECT:
CONTRACTOR:
DIRECTOR PROJECT MANAGEMENT:
SR. DIRECTOR ENG/PW:
COUNTY/DEPUTY ADMINISTRATOR
APPLICATION FOR PAYMENT
01027-Page 129 of 207
Date
Date
Date
Date
Date
KEY WEST LIGHT STATION RENOVATIONS
Change Order Attachment per Ordinance No. 004-1999
• Change Order was not included in the original contract specifications. Yes ❑ No ❑
If Yes, explanation:
• Change Order was included in the original specifications. Yes ❑ No ❑
If Yes, explanation of increase in price:
• Change Order exceeds $25,000 or 5% of contract price (whichever is greater). Yes ❑ No ❑
If Yes, explanation as to why it is not subject for a calling for bids:
• Project architect approves the change order. Yes ❑ No ❑
If no, explanation of why:
• Change Order is correcting an error or omission in design document. Yes ❑No ❑
Should a claim under the applicable professional liability policy be made? Yes ❑ No ❑
Explain:
APPLICATION FOR PAYMENT
01027-Page 130 of 207
KEY WEST LIGHT STATION RENOVATIONS
CERTIFICATE OF SUBSTANTIAL COMPLETION
PROJECT: CONTRACT FOR:
(Name and address) CONTRACT DATE:
TO OWNER: TO CONTRACTOR:
(Name and address) (Name and address)
DATE OF ISSUANCE:
PROJECT OR DESIGNATED PORTION SHALL INCLUDE:
The Work performed under this Contract has been reviewed and found, to the Project Managers best knowledge,
information and belief, to be substantially complete. Substantial Completion is the stage in the progress of the Work
when the Work or designated portion thereof is sufficiently complete in accordance with the Contract Documents so the
Owner can occupy or utilize the Work for its intended use. The date of Substantial Completion of the Project or portion
thereof designated above is hereby established as
which is also the date of commencement of applicable warranties required by the Contract Documents, except as stated
below:
A list of items to be completed or corrected is attached hereto. The failure to include any items on such list does not
alter the responsibility of the Contractor to complete all Work in accordance with the Contract Documents.
INSPECTOR BY
(if used)
DATE
The Contractor will complete or correct the Work on the list of items attached hereto within the above date of
Substantial Completion.
CONTRACTOR BY DATE
The Owner accepts the Work or designated portion thereof as substantially complete and will assume full possession
thereof at (time), on
(date).
OWNER BY
DATE
The responsibilities of the Owner and the Contractor for security, maintenance, heat, utilities, damage to the Work and
insurance shall be
as
Note - Owners and Contractors legal and insurance counsel should determine and review insurance requirements and coverage.
APPLICATION FOR PAYMENT
01027-Page 131 of 207
KEY WEST LIGHT STATION RENOVATIONS
CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS
TO OWNER:
(Name and address)
PROJECT:
(Name and address)
State of
County of -
CONTRACT FOR:
CONTRACT DATE:
The undersigned, pursuant to Article 9 of the General Conditions of the Contract for Construction, hereby certifies that, except as listed
below, he has paid in full or has otherwise satisfied all obligations for all materials and equipment furnished, for all work, labor, and
services performed, and for all known indebtedness and claims against the Contractor for damages arising in any manner in connection
with the performance of the Contract referenced above for which the Owner or his property might in any way be held responsible.
EXCEPTIONS: (If none, write "None". If required by the Owner, the Contractor shall furnish bond satisfactory to the Owner for each
exception).
Meta 261 Ills►cel1181401uIClem&1:v0VMS):191Q:191.11:0t 71
1. Consent of Surety to Final Payment. Whenever
Surety is involved, Consent of Surety is required.
AIA DOCUMENT G707, CONSENT OF
SURETY, may be used for this purpose. Indicate
attachment: yes ( ) no ( )
The following supporting documents should be attached
hereto:
Contractor's Release or Waiver of Liens,
conditional upon receipt of final payment.
2. Separate Releases or Waivers of Liens from
Subcontractors and material and equipment
suppliers, to the extent required by the Owner,
accompanied by a list thereof.
Contractor's Affidavit or Release of Liens.
APPLICATION FOR PAYMENT
CONTRACTOR:
Address:
Subscribed and sworn to before me this
day of 120_
Notary Public:
My Commission Expires:
01027-Page 132 of 207
KEY WEST LIGHT STATION RENOVATIONS
CONTRACTOR'S AFFIDAVIT OF
RELEASE OF LIENS
TO OWNER: CONTRACT FOR:
(Name and address)
CONTRACT DATED:
PROJECT:
(Name and address)
State of
County of
The undersigned hereby certifies that to the best of the undersigned's knowledge, information and belief,
except as listed below, the Releases or Waivers of Lien attached hereto include the Contractor, all
Subcontractors, all suppliers of materials and equipment, and all performers of Work, labor or services
who have or may have liens or encumbrances or the right to assert liens or encumbrances against any
property of the Owner arising in any manner out of the performance of the Contract referenced above.
EXCEPTIONS:
SUPPORTING DOCUMENTS ATTACHED
HERETO:
1. Contractor's Release or Waiver of Liens,
conditional upon receipt of final payment.
2. Separate Releases or Waivers of Liens from
Subcontractors and material and equipment
suppliers, to the extent required by the Owner,
accompanied by a list thereof.
APPLICATION FOR PAYMENT
CONTRACTOR:
(Name and address)
By:
(Signature of authorized representative)
(Printed Name and Title)
Subscribed and sworn to before me this date:
Notary Public:
My Commission Expires:
(SEAL)
01027-Page 133 of 207
KEY WEST LIGHT STATION RENOVATIONS
MONROE COUNTY
FINAL RELEASE OF LIEN
KNOW ALL MEN BY THESE PRESENTS, that
for and consideration of the sum of
Dollars. ($ )
paid to
by Monroe County, Florida receipt of which is hereby acknowledged, do(es) hereby release
and quit claim to Monroe County, Florida, the Owner, its successors or assigns, all liens, lien
rights, claims or demands of any kind whatsoever which
has (have) or might have against the property, building, and/or improvements, on account of
labor performed, material furnished, and/or for any incidental expense for the construction of:
thereon or in otherwise improving said property situated as above described.
IN WITNESS WHEREOF THIS day of
Witness
Witness
Notary Public
My commission expires:
APPLICATION FOR PAYMENT
Name of Company
Signature, Title
,20
01027-1
KEY WEST LIGHT STATION RENOVATIONS
MONROE COUNTY
AFFIDAVIT AND PARTIAL RELEASE OF LIEN
APPLICATION NO.: PERIOD ENDING DATE: APPLICATION DATE:
KNOW ALL MEN BY THESE PRESENTS, that the undersigned, for and in consideration of the
payment of the sum $ , to be paid to the undersigned, hereby releases,
acquits, satisfies and forever discharges, MONROE COUNTY, OWNER, their successors and
assigns from all suits, causes of action, liens, lien rights, claims or demands of any kind
whatsoever, to the extent of the payment to date on account of the furnishing of labor, material
or services for the improvement of the following described property:
As part of this PARTIAL RELEASE, THAT UNDERSIGNED HEREBY CERTIFIES the following:
THAT the contract of the undersigned, as adjusted by all increases and decreases, is in the
amount of $ , as of the date of the Partial Release and the undersigned has
received
$ as payment on the adjusted contract amount as of the date of this Partial
Release.
THAT all supplies of labor, material or services furnished to, or for the benefit of the
undersigned for improvement to the subject property have been paid in full. Any and all
suppliers of labor, material or services for improvement to the subject property, who have not
been paid in full are listed below with the amount owing each, claimed by each and the reason
for non-payment: (If none, write "NONE")
CLAIMANT AMOUNT DUE AMOUNT CLAIMED REASON FOR NONPAYMENT
THAT all taxes imposed by all government agencies have been paid and discharged.
THAT all funds have been collected for FICA and withholding taxes have been properly
deposited with appropriate agencies or paid to the government as required by law.
THAT the undersigned has no other claims for money against the OWNER other than those
Subcontractors'/Suppliers' amounts remaining due and owing on the adjusted contract balance
as reflected above.
THAT the undersigned further certifies that if there is a Guarantee, Warranty or Maintenance
Agreement in connection with the labor and material furnished by it, that this payment and
PARTIAL RELEASE shall not release the undersigned from any obligations under such
Guarantee, Warranty, or Maintenance Agreement.
WITNESS MY HAND THIS day of
Witness
Name of Company
Witness Signature, Title
APPLICATION FOR PAYMENT
,20
01027-1
KEY WEST LIGHT STATION RENOVATIONS
SECTION 01030
ALTERNATES
PART 1 —GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division-1 Specification Sections, apply to this Section.
1.2 SUMMARY
A. This Section specifies administrative and procedural requirements for Alternates.
B. Definition: An alternate is an amount proposed by Proposer and stated on the Proposal
Form for certain construction activities defined in the Proposal Requirements that may
be added to or deducted from Base Proposal amount if the Owner decides to accept a
corresponding change in either the installation or- methods described in Contract
Documents.
C. Coordination: Coordinate related Work and modify or adjust adjacent Work as necessary
to ensure that Work affected by each accepted Alternate is complete and fully integrated
into the project.
D. Notification: Immediately following the award of the Contract, prepare and distribute to
each party involved, notification of the status of each Alternate. Indicate whether
Alternates have been accepted, rejected or deferred for consideration at a later date.
Include a complete description of negotiated modifications to Alternates.
1. Include as part of each Alternate, miscellaneous devices, accessory objects and
similar items incidental to or required for a complete installation whether or not
mentioned as part of the Alternate.
ALTERNATES
01030-Page 136 of 207
KEY WEST LIGHT STATION RENOVATIONS
SECTION 01040
PROJECT COORDINATION
PART I — GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including General and
Supplementary Conditions and other Division 1 Specification Sections, apply to
this Section.
1.2 SUMMARY
A. This Section specifies administrative and supervisory requirements of the
Contractor necessary for Project coordination including, but not necessarily
limited to:
1. Coordination
2. Administrative and supervisory personnel
3. General installation provisions
4. Cleaning and protection
B. Field engineering is included in Section 01050 "Field Engineering".
C. Progress meetings, coordination meetings and pre -installation conferences are
included in Section 01200 "Project Meetings".
D. Requirements for the Contractor's Construction Schedule are included in Section
01301 "Submittals".
1.3 COORDINATION
A. Coordination: Coordinate construction activities included under various Sections
of these Specifications to assure efficient and orderly installation of each part of
the Work. Coordinate construction operations included under different Sections
of the Specifications that are dependent upon each other for proper installation,
connection, and operation.
1. Where installation of one part of the Work is dependent on installation of
other components, either before or after its own installation, schedule
construction activities in the sequence required to obtain the best results.
2. Where availability of space is limited, coordinate installation of different
components to assure maximum accessibility for required maintenance,
service and repair.
3. Make adequate provisions to accommodate items scheduled for later
installation.
B. Where necessary, prepare memoranda for distribution to each party involved
outlining special procedures required for coordination. Include items as required
notices, reports, and attendance at meetings.
PROJECT COORDINATION 01040-Page 137 of 207
KEY WEST LIGHT STATION RENOVATIONS
1. Prepare similar memoranda for the Owner and separate Contractors
where coordination of their work is required.
C. Administrative Procedures: Coordinate scheduling and timing of required
administrative procedures with other construction activities to avoid conflicts and
ensure orderly progress of the Work. Such administrative activities include, but
are not limited to, the following:
1. Preparation of schedules
2. Installation and removal of temporary facilities
3. Delivery and processing of submittals
4. Progress meetings
5. Project Close-out activities
D. Conservation: Coordinate construction activities to ensure that operations are
carried out with consideration given to conservation of energy, water, and
materials.
1. Salvage materials and equipment involved in performance of, but not
actually incorporated in, the Work. Refer to other sections for disposition
of salvaged materials that are designated as Owner's property.
1.4 SUBMITTALS
A. Coordination Drawings: Prepare and submit coordination Drawings where close
and careful coordination is required for installation of products and materials
fabricated off -site by separate entities, and where limited space availability
necessitates maximum utilization of space for efficient installation of different
components.
1. Show the interrelationship of components shown on separate Shop
Drawings.
2. Indicate required installation sequences.
3. Comply with requirements contained in Section 01301 "Submittals".
B. Staff Names: Within 15 days of Notice to Proceed, submit a list of the
Contractor's principal staff assignments, including the Superintendent and other
personnel in attendance at the site; identify individuals, their duties and
responsibilities; list their addresses and telephone numbers.
1. Post copies of the list in the Project meeting room, the temporary field
office, and at each temporary telephone.
PART 2 — PRODUCTS (Not Applicable)
PART 3 — EXECUTION
3.1 GENERAL INSTALLATION PROVISIONS
PROJECT COORDINATION 01040-Page 138 of 207
KEY WEST LIGHT STATION RENOVATIONS
Inspection of Conditions: Require the Installer of each major component to inspect
both the substrate and conditions under which Work is to be performed. Do not
proceed until unsatisfactory conditions have been corrected in an acceptable
manner.
Manufacturer's Instructions: Comply with manufacturer's installation instructions and
recommendations, to the extent that those instructions and recommendations
are more explicit or stringent than requirements contained in Contract
Documents.
Inspect materials or equipment immediately upon delivery and again prior to
installation. Reject damaged and defective items.
Provide attachment and connection devices and methods necessary for security Work.
Secure Work true to line and level. Allow for expansion and building
movement.
Visual Effects: Provide uniform joint widths in exposed Work. Arrange joints in
exposed Work to obtain the best visual effect. Refer questionable choices to
Project Management for final decision.
Recheck measurements and dimensions, before starting each installation.
Install each component during weather conditions and Project status that will ensure
the best possible results. Isolate each part of the completed construction from
incompatible material as necessary to prevent deterioration.
Coordinate temporary enclosures with required inspections and tests, to minimize the
necessity of uncovering completed construction for that purpose.
Mounting Heights: Where mounting heights are not indicated, install individual
components at standard mounting heights recognized within the industry for
the particular application indicated. Refer questionable mounting height
decisions to Project Management for final decision.
3.1 CLEANING AND PROTECTIONS
A. During handling and installation, clean and protect construction in progress and
adjoining materials in place. Apply protective covering where required to ensure
protection from damage or deterioration at Substantial Completion.
B. Clean and maintain completed construction as frequently as necessary through
the remainder of the construction period. Adjust and lubricate operable
components to ensure operability without damaging effects.
C. Limiting Exposures: Supervise construction activities to ensure that no part of
the construction completed or in progress, is subject to harmful, dangerous,
damaging, or otherwise deleterious exposure during the construction period.
Where applicable, such exposures include, but are not limited to, the following:
PROJECT COORDINATION 01040-Page 139 of 207
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
30.
KEY WEST LIGHT STATION RENOVATIONS
LIMITING EXPOSURES
Excessive static or dynamic loading
Excessive internal or external pressures
Excessively high or low temperatures
Thermal shock
Excessively high or low humidity
Air contamination or pollution
Water
Solvents
Chemicals
Light
Radiation
Puncture
Abrasion
Heavy traffic
Soiling, staining and corrosion
Bacteria
Rodent and insect infestation
Combustion
Electrical current
High speed operation
Improper lubrication
Unusual wear or other misuse
Contract between incompatible materials
Destructive testing
Misalignment
Excessive weathering
Unprotected storage
Improper shipping or handling
Theft
Vandalism
PROJECT COORDINATION 01040-Page 140 of 207
KEY WEST LIGHT STATION RENOVATIONS
SECTION 01045
CUTTING AND PATCHING
PART 1 - GENERAL
1.1. RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and
Supplementary Conditions and other Division 1 Specification Sections, apply to
this Section.
1.2 SUMMARY
A. This Section includes administrative and procedural requirements of the
Contractor for cutting and patching.
B. Related Sections: The following Sections contain requirements that relate to this
Section:
1. Division 1 Section: "Coordination" for procedures for coordination cutting
and patching with other construction activities.
2. Division 2 Section: "Selective Demolition" for demolition of selected
portions of the building for alterations.
3. Refer to other Sections for specific requirements and limitations
applicable to cutting and patching individual parts of the Work.
a. Requirements of this Section apply to mechanical and electrical
installations.
4. Describe anticipated results in terms of changes to existing construction.
Include changes to structural elements and operating components as well
as changes in the building's appearance and other significant visual
elements.
5. List products to be used and firms or entities that will perform Work.
6. Indicate dates when cutting and patching will be performed.
7. Utilities: List utilities that cutting and patching procedures will disturb or
affect. List utilities that will be relocated and those that will be temporarily
out -of -service. Indicate how long service will be disrupted.
8. Where cutting and patching involves adding reinforcement to structural
elements, submit details and engineering calculations showing integration
of reinforcement with the original structure.
9. Approval by Project Management to proceed with cutting and patching
does not waive Project Management's right to later require complete
removal and replacement of unsatisfactory work.
1.3 NOT USED
1.4 QUALITY ASSURANCE
CUTTING AND PATCHING
01045-Page 141 of 207
KEY WEST LIGHT STATION RENOVATIONS
A. Requirements for Structural Work: Do not cut and patch structural elements in a
manner that would change their load -carrying capacity or load -deflection ratio.
1. Obtain approval of the cutting and patching bid before cutting and
patching the following structural elements:
a. Foundation construction.
b. Bearing and retaining walls.
C. Structural concrete.
d. Structural steel.
e. Lintels
f. Timber and primary wood framing.
g. Structural decking.
h. Stair systems
I. Miscellaneous structural metals.
B. Operational Limitations: Do not cut and patch operating elements or related
components in a manner that would result in reducing their capacity to perform
as intended. Do not cut and patch operating elements or related components in
a manner that would result in increased maintenance or decreased operational
life or safety.
Obtain approval of the cutting and patching bid before cutting and
patching the following operating elements or safety related systems.
a. Fire protection systems.
b. Control systems.
G. Communication systems.
d. Electrical wiring systems.
C. Visual Requirements: Do not cut and patch construction exposed on the exterior
or in occupied spaces in a manner that would, in Project Management's opinion,
reduce the building's aesthetic qualities. Do not cut and patch construction in a
manner that would result in visual evidence of cutting and patching. Remove and
replace construction cut and patched in a visually unsatisfactory manner.
1. If possible retain the original Installer or fabricator to cut and patch the
exposed Work listed below. If it is impossible to engage the original
Installer or fabricator, engage another recognized experienced and
specialized firm.
a. Stonework and stone masonry.
b. Ornamental metal.
1.5 WARRANTY
A. Existing Warranties: Replace, patch, and repair material and surfaces cut or
damaged by methods and with materials in such a manner as not to void any
warranties required or existing.
PART 2 - PRODUCTS
CUTTING AND PATCHING 01045-Page 142 of 207
KEY WEST LIGHT STATION RENOVATIONS
2.1 MATERIALS, GENERAL
PART 3 - EXECUTION
3.1 INSPECTION
A. Examine surfaces to be cut and patched and conditions under which cutting and
patching is to be performed before cutting. If unsafe or unsatisfactory conditions
are encountered, take corrective action before proceeding.
Before proceeding, meet at the Project Site with parties involved in cutting
and patching, including mechanical and electrical trades. Review areas
of potential interference and conflict. Coordinate procedures and resolve
potential conflicts before proceeding.
3.2 PREPARATION
A. Temporary Support: Provide temporary support of work to be cut.
B. Protection: Protect existing construction during cutting and patching to prevent
damage. Provide protection from adverse weather conditions for portions of the
Project that might be exposed during cutting and patching operations.
C. Avoid interference with use of adjoining areas or interruption of free passage to
adjoining areas.
D. Avoid cutting existing pipe, conduit, or ductwork serving the building but
scheduled to be removed or relocated until provisions have been made to bypass
them.
3.3 PERFORMANCE
A. General: Employ skilled workmen to perform cutting and patching. Proceed with
cutting and patching at the earliest feasible time and complete without delay.
Cut existing construction to provide for installation of other components or
performance of other construction activities and the subsequent fitting
and patching required to restore surfaces to their original condition.
B. Cutting: Cut existing construction methods least likely to damage elements
retained or adjoining construction. Where possible, review proposed procedures
with the original Installer; comply with the original Installer's recommendations.
1. In general, where cutting, use hand or small power tools designed for
sawing or grinding, not hammering and chopping. Cut holes and slots as
small as possible, neatly to size required, and with minimum disturbance
of adjacent surfaces. Temporarily cover openings when not in use.
2. To avoid marring existing finished surfaces, cut or drill from the exposed
(� or finished side into concealed surfaces.
CUTTING AND PATCHING 01045-Page 143 of 207
KEY WEST LIGHT STATION RENOVATIONS
3. Cut through concrete and masonry using a cutting machine, such as a
Carborundum saw or a diamond -core drill.
4. Comply with requirements of applicable Division 2 Sections where cutting
and patching requires excavating and backfilling.
5. Where services are required to be removed, relocated, or abandoned, by-
pass utility services, such as pipe or conduit, before cutting. Cut-off pipe
or conduit in walls or partitions to be removed. Cap, valve, or plug and
seal the remaining portion of pipe or conduit to prevent entrance of
moisture or other foreign matter after by-passing and cutting.
C. Patching: Patch with durable seams that are as invisible as possible. Comply
with specified tolerances.
1. Where feasible, inspect and test patched areas to demonstrate integrity of
the installation.
2. Restore exposed finishes of patched areas and extend finish restoration
into retained adjoining construction in a manner that will eliminate
evidence of patching and refinishing.
3. Where removing walls or partitions extends one finished area into another
area, patch and repair floor.
3.4 CLEANING
A. Clean areas and spaces where cutting and patching are performed. Completely
remove paint, mortar, oils, putty, and similar items. Thoroughly clean piping,
conduit, and similar features before applying paint or other finishing materials.
Restore damaged piping covering to its original condition.
CUTTING AND PATCHING 01045-Page 144 of 207
KEY WEST LIGHT STATION RENOVATIONS
SECTION 01050
FIELD ENGINEERING
PART 1- GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and
Supplementary Conditions and other Divisions 1 Specification Sections, apply to
this Section.
1.2 SUMMARY
A. General: This Section specifies administrative and procedural requirements of
the Contractor for field -engineering services including, but not limited to, the
following:
1. Land survey work.
2. Civil -engineering services.
3. Damage surveys.
4. Geotechnical monitoring.
B. Related Sections: The following Sections contain requirements that are related
to this Section:
1. Division 1 Section "Coordination" for procedures for coordinating field
engineering with other construction activities.
2. Division 1 Section "Submittals" for submitting Project record surveys.
3. Division 1 Section "Project Closeout" for submitting final property survey
with Project Record Documents and recording of Owner -accepted
deviations from indicated lines and levels.
1.3 SUBMITTALS
A. Certificates: Submit a certificate signed by the land surveyor or professional
engineer certifying the location and elevation of improvements.
B. Project Record Documents: Submit a record of Work performed and record
survey data as required under provisions of "Submittals" and "Project Closeout"
Sections.
1.4 QUALITY ASSURANCE
A. Surveyor Qualifications: Engage a land surveyor registered in the state where
the Project is located, to perform required land -surveying services.
B. Engineer Qualifications: Engage an engineer of the discipline required, licensed
in the state where the Project is located, to perform required engineering
1
services.
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PART 2 - PRODUCTS (Not Applicable)
PART 3 - EXECUTION
3.1 EXAMINATION
A. Identification: The Owner will identify existing control points and property
line comer stakes.
B. Verify layout information shown on the Drawings, in relation to the property
survey and existing benchmarks, before proceeding to lay out the Work. Locate
and protect existing benchmarks and control points. Preserve permanent
reference points during construction.
1. Do not change or relocate benchmarks or control points without prior
written approval. Promptly report lost or destroyed reference points or
requirements to relocate reference points because of necessary changes
in grades or locations.
2. Promptly replace lost or destroyed Project control points. Base
replacements on the original survey control points.
C. Establish and maintain a minimum of 2 permanent benchmarks on the site,
referenced to data established by survey control points.
1. Record benchmark locations, with horizontal and vertical data, on Project
Record Documents.
D. Existing Utilities and Equipment: The existence and location of underground and
other utilities and construction indicated as existing are not guaranteed. Before
beginning site work, investigate and verify the existence and location of
underground utilities and other construction.
Prior to construction, verify the location and invert elevation at points of
connection of sanitary, sewer, storm sewer, and water -service piping.
3.2 PERFORMANCE
A. Work from lines and levels established by the property survey.. Establish
benchmarks and markers to set lines and levels at each story of construction and
elsewhere as needed to locate each element of the Project. Calculate and
measure required dimensions within indicated or recognized tolerances. Do not
scale Drawings to determine dimensions.
1. Advise entities engaged in construction activities of marked lines and
levels provided for their use.
2. As construction proceeds, check every major element for line, level, and
plumb.
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B. Surveyor's Log: Maintain a surveyor's log of control and other survey work.
Make this log available for reference.
1. Record deviations from required lines and levels, -and advise Project
Management when deviations that exceed indicated or recognized
tolerances are detected. On Project Record Drawings, record deviations
that are accepted and not corrected.
2. On completion of foundation walls, major site improvements, and other
work requiring field -engineering services, prepare a certified survey
showing dimensions, locations, angles, and elevations of construction
and site work:
C. Site improvements: Locate and lay out site improvements, including pavements,
stakes for grading, fill and topsoil placement, utility slopes, and invert elevations.
D. Building Lines and Levels: Locate and lay out batter boards for structures,
building foundations, column grids and locations, floor levels, and control lines
and levels required for mechanical electrical work.
E. Existing Utilities: Furnish information necessary to adjust, move, or relocate
existing structures, utility poles, lines, services, or other appurtenances located in
or affected by construction. Coordinate with local authorities having jurisdiction.
FIELD ENGINEERING 01050-Page 147 of 207
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SECTION 01200
PROJECT MEETINGS
PART 1 - GENERAL
SUMMARY
A. Section includes:
Project meetings
2. PROJECT MANAGEMENT'S RESPONSIBILITY
A. Project Management shall schedule and administer pre -construction meeting,
periodic progress meetings, and specially called meetings throughout progress of
the Work.
1. Prepare agenda for meetings.
2. Provide notice of each meeting 24 hours in advance of meeting date, or
provide as much advance notice as possible.
3. Make physical arrangements for meetings.
4. Preside at meetings.
5. Record the minutes; include significant proceedings and decisions.
6. Reproduce and distribute copies of minutes.
a. To participants in the meeting.
b. To parties affected by decisions made at the meeting.
C. To Project Management staff as needed.
B. Representatives of the Contractors, subcontractors and suppliers attending
meetings shall be qualified and authorized to act on behalf of the entity each
represents.
C. The Architect and the Owner's Representative may attend meetings to ascertain
that the Work is expedited consistent with the Contract Documents and
construction schedules.
3. PRE -CONSTRUCTION MEETING
A. Location: A central site designated by Project Management.
B. Attendance:
1. Monroe County Project Management designee.
2. The Architect and his professional consultants (as required).
3. The Contractor's Superintendent.
4. Major subcontractors.
5. Major suppliers.
6. Others as appropriate.
C. Suggested Agenda:
1. Distribution and discussion of:
a. List of major subcontractors and suppliers.
b. Projected Construction Schedules.
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2.
Critical Work sequencing.
3.
Major equipment deliveries and priorities.
4.
Project Coordination.
a. Designation of responsible personnel.
5.
Procedures and processing of:
a. Field decisions.
b. Bid requests.
C. Submittals.
d. Change Orders.
e. Applications for Payment.
6.
Adequacy of distribution of the Contract Documents.
7.
Procedures for maintaining Record Documents.
8.
Use of premises:
a. Office, work and storage areas.
b. The Owner's requirements.
9.
Construction facilities, controls and construction aids.
10.
Temporary utilities.
11.
Safety and first -aid procedures.
12.
Security procedures.
13.
Housekeeping procedures.
14.
Distribute meeting minutes within (3) days.
4. PERIODIC PROGRESS MEETINGS
A. The
Contractor's Project Manager and/or Superintendent shall be required to
attend a periodic scheduled meeting.
B. Location of the meetings: A central site designated by Project Management,
typically it will be at the project site.
C. Attendance:
1. Monroe County Project Management designee
2. The Architect and his professional consultants as needed.
3. Contractors as appropriate to the agenda.
4. Suppliers as appropriate to the agenda.
5. Others.
D. Suggested Agenda:
1.
Distribute meeting minutes.
2.
Approval of the minutes.
3.
Review of Work progress since previous meeting.
4.
Field observations, problems, conflicts, Requests for Information (RFI).
5.
Problems which impede Construction Schedule.
6.
Review of off -site fabrication, delivery schedules.
7.
Corrective measures and procedures to regain projected schedule.
8.
Revisions to Construction Schedule.
9.
Progress, schedule, during succeeding Work period.
10.
Coordination of schedules.
11.
Review submittal schedules.
12.
Maintenance of quality standards.
-t 13.
Pending changes, substitutions and Change Order Requests (COR).
14.
Review proposed changes for:
PROJECT MEETINGS 01200-Page 149 of 207
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a. Effect on Construction Schedule and on completion date.
b. Effect on other contracts of the Project.
15. Other business.
E. Revisions to minutes:
1. Unless published minutes are challenged in writing prior to the next
regularly scheduled progress meeting, they will be accepted as properly
stating the activities and decisions of the meeting.
2. Persons challenging published minutes shall reproduce and distribute
copies of the challenge to all indicated recipients of the particular set of
minutes.
3. Challenge to minutes shall be settled as priority portion of `old business"
at the next regularly scheduled meeting.
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SECTION 01301 SUBMITTALS
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes:
1. The Contractor shall submit to Project Management, shop drawings,
product data, certifications and samples required by the technical
sections.
2. The Contractor shall prepare and submit a separate schedule listing
dates for submission and dates for review.
B. Related Sections:
1. Section 00750 - GENERAL CONDITIONS
2. Individual submittals required: refer to each specific section, for
certifications, shop drawings, product data and sample requirements.
1.2 SUBMITTAL SCHEDULE
A. The Contractor shall submit within ten (10) days of award of the Contract, and
prior to proceeding with the site work, a preliminary "Submittal Schedule" to
Project Management for review, modification and response. No payment
applications will be processed prior to finalizing the submittal schedule. The
"Submittal Schedule" shall contain the following information for all required
submittals on both paper and electronic PDF.
1. Specification Section number and name.
2. Specification Section paragraph identification which describes submittal
requirement.
3. Submittal information required, (i.e., sample, test data, shop drawing,
etc.).
B. The Contractor shall also supply the following dates in order to meet the project
schedule.
1. Date submittal is scheduled to be submitted.
2. Date contractor has scheduled to order material or equipment or the
submittal item.
3. Date contractor has scheduled delivery to job -site of material or
equipment or the submittal item.
4. Add any remarks or unique items that Project Management should be
aware of.
C. The Contractor shall allow a minimum of two (2) weeks for review of submittal by
Project Management (in calendar days).
D. The submittal master record will then be used to track submittals within the
process.
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1.3 SHOP DRAWINGS
A. Provide shop drawings as complete legible submittals (no partial sets) on original
drawings or information prepared solely by the fabricator or supplier. Deviation
from complete submittals will only be allowed by pre -arranged method.
B. Do not reproduce the Contract Drawings for shop drawing submittals.
C. Sheet sizes shall be the same for all sheets and shall not exceed the size of the
Contract Drawings.
D. Each print shall have blank spaces large enough to accept 4" x 4" review stamps
of Project Management and the Contractor.
E. Each print shall carry the following information:
1. Project name and contract number.
2. Date.
3. Names of:
a. The Architect
b. Project Management
C. The Contractor
d. Supplier
e. Manufacturer
4. Identification of product or material.
5. Relation to adjacent structure or materials.
6. Field dimensions, clearly stated as such.
7. Specification Section number.
8. Contractor to verify that product meets or exceeds applicable standards
listed in document.
9. Identification of deviations from Contract Documents.
10. Reference to construction drawings by drawing number and/or detain
number.
F. The contractor shall submit seven (7) sets to Project Management. Project
Management will check the submission and forward five (5) sets to the
Contractor. After corrections are made, the requested number of sets of shop
drawings issued "For Construction Use" will be distributed to Project
Management and other trade contractors by the Contractor prior to the start of
the Work.
1.4 PRODUCT DATA
A. Product data such as catalog cuts, brochures or manufacturer's sheets will be
submitted and adequately identified to Project Management. Submit seven (7)
copies of product data to Project Management.
B. Modify product data sheets to delete information which is not applicable to the
Project. Provide additional information if necessary to supplement standard
information.
C. The contractor shall submit seven (7) sets to Project Management. Project
Management will check and return five (5) copies to the Contractor after review.
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1.5 SAMPLES
A. Provide samples to illustrate materials, equipment or workmanship, and to
establish standards by which completed work may be judged.
B. Construct mock-ups as required by the technical sections, at the Project Site in a
location designated by Project Management. Construct mock-ups, including
adjacent work required, to demonstrate the final appearance of the Work.
C. _ The contractor shall submit (3) samples to Project Management and (1) will be
returned to the contractor after review/return from Project Management.
1.6 CERTIFICATIONS
A. Provide certifications as required by various technical sections on the
Contractor's letterhead stationery. Certifications shall be identified to this Project,
dated and bear Contractor's signature in the same format used for the
Owner/Contractor agreement.
B. Clearly identify the materials referenced and state that the material and the
intended installation methods, where applicable, are in compliance with the
Contract Documents. Attach manufacturer's affidavits where applicable.
C. The Contractor shall submit one (1) original and six (6) copies to Project
Management. Project Management will retain two (2) sets and the balance
returned to the Contractor after review.
1.7 THE CONTRACTOR'S RESPONSIBILITIES
A. Before making submittals to Project Management, review each submittal, make
changes or notations as necessary to conform to the Contract Documents,
identify such review with review stamp and forward reviewed submittal with
comments to Project Management for review. Return submittals not meeting
Contract requirements to subcontractors and do not forward such submittals to
Project Management.
B. Submit catalog sheets, product data, shop drawings and where specified, submit
calculations, material samples, color chips or charts, test data, warranties and
guarantees all at the same time for each submittal item.
C. Verify field measurements and product catalog numbers or similar data.
D. Clearly identify on the submittal and transmittal to Project Management in writing
of deviations in submittals from the requirements of the Contract Documents.
E. After Project Management's review, distribute copies with one copy to be
maintained at the Project Site for reference use and other copies distributed to
suppliers and fabricators.
F. Do not begin the Work which requires submittals until return of submittals with
Project Management's stamp and initials indicating review.
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G. The Contractor's responsibility for errors and omissions in submittals is not
relieved by Project Management's review of submittals.
H. The Contractor's responsibility for deviations in submittals from requirements of
the Contract Documents is not relieved by Project Management review of
submittals unless Project Management gives written acceptance of specific
deviations.
1.8 PROJECT MANAGEMENT'S RESPONSIBILITIES
A. Project Management will review submittals with reasonable promptness,
checking only for conformance with the design compliance of the Project and
compliance with information given in the Contract Documents.
B. Project Management will make changes or notations directly on the submittal,
identify such review with his review stamp, obtain and record the Record File
copy and return the submittal to the Contractor, with copies to Project
Management.
C. Project Management will return to the Contractor, without review, all submittals
not bearing the Contractor's review stamp or not showing it has been reviewed
by the Contractor.
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SECTION 01310
PROGRESS SCHEDULES
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes:
1. Contractor submission of Progress schedules
2. Contractor submission of Revisions to schedules
B. Related sections:
1. Scope of work.
C. Description:
1. Progress Schedules: promptly after award of the Contract and prior to
proceeding with the site work, prepare and submit to Project Management
for approval, construction progress schedules for the work, with sub -
schedules of related activities which are essential to its progress. Also
incorporate manpower loading related to each activity on the construction
schedule.
2. Revisions to Schedule: submit revised/updated progress schedules with
each payment application.
1.2 FORMAT
A. Prepare Progress Schedules, Contractor to submit format of schedule for
approval by Project Management.
1.3 CONTENT
A. Indicate complete sequence of construction by activity, with dates for beginning
and completion of each element of construction.
B. Identify work of separate stages and other logically grouped activities.
C. Provide sub -schedules to define critical portions of the entire schedule.
D. Submit separate schedule of submittal dates for shop drawings, product data,
and samples, including the Owner furnished products and products identified
under allowances and dates reviewed submittals will be required from the
Architect. Reference Section 01301 - Submittals.
1.4 REVISIONS TO SCHEDULES
A. Indicate progress of each activity to date of submittal, and projected completion
date of each activity.
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B. Identify activities modified since previous submittal, major changes in scope, and
other identifiable changes.
1. Major changes in scope.
2. Activities modified since previous submission.
3. Revised projections of progress and completion.
4. Other identifiable changes.
C. Provide a narrative report as needed to define:
1. Problem areas, anticipated delays and the impact on the schedule.
2. Corrective action recommended and its effect.
3. The effect of changes on schedules of other prime contractors.
1.5 SUBMITTALS
A. Submit initial schedules within seven (7) days after receipt of the Contract Notice
to Proceed.
1. Project Management will review schedules and return approved copy.
2. Submit revised Progress Schedules with each Application for Payment.
1.6 DISTRIBUTION
A. Distribute copies of the reviewed schedules to:
1. Job site file.
2. Subcontractors.
3. Other concerned parties.
B. Instruct recipients to report promptly to the Contractor, in writing, any problems
anticipated by the projections shown in the schedules.
Note: It is not incumbent upon Project Management to notify the Contractor when to
begin, to cease, or to resume work nor to give early notice of faulty or defective
work, or in any way to superintend so as to relieve the Contractor of responsibility
or of any consequence of neglect or carelessness.
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SECTION 01370
SCHEDULE OF VALUES
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes: Contractor submission of a Schedule of Values.
1. The Schedule of Values allocated to the various portions of the Work
shall be submitted to Project Management within three (3) days after
Notice to Proceed.
2. No item in the Schedule of Values shall exceed $25,000.00 without prior
approval from Monroe County Project Management.
3. Upon request of Project Management, revise and/or support the values
with data which will substantiate their correctness.
4. The Schedule of Values forms the basis for the Contractor's Applications
for Payment.
5. The Schedule of Values shall be the basis for the amount of credit to be
allowed by the Contractor to the Owner as per 5.6.1 of the Contract.
1.2 FORM AND CONTENT OF SCHEDULE OF VALUES
A. Type schedule on AIA G703 Form; the Contractor's standard forms and
automated printout will be considered by Project Management upon the
Contractor's request. Identify schedule with:
1. Title of Project and location
2. Architect/Engineer
3. Name and Address of the Contractor
4. Contract designation
5. Date of submission
B. List the installed value of the component parts of the Work in sufficient detail to
serve as a basis for computing values for progress payments during construction.
C. Follow the Specifications as the format for listing component items.
1. Identify each line item with the number and title of the respective major
section of the Specifications.
D. Itemize separate line item cost for each of the following general cost items:
1. Mobilization.
2. Bonds, Insurance and Permits.
3. Clean-up.
4. Submittals.
5. Safety.
E. For each major line item list sub -values of major products or operations under the
item.
F. For the various portions of the Work:
1. Include a directly proportional amount of the Contractor's overhead and
profit for each item.
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2. for items on which progress payments will be requested for stored
materials, break down the value into:
a. The cost of the materials, delivered and unloaded, with taxes paid.
b. The total installed value.
C. Attach vendor invoices.
d. No progress payments will be made for any materials stored off
site.
3. Submit a sub -schedule for each separate stage of work specified
G. The sum of values listed in the schedule shall equal the total Contract Sum.
1.3 REVIEW AND SUBMITTAL
A. After review by Project Management, revise and resubmit schedule (and
Schedule of Material Values) as required.
B. Resubmit revised schedule in same manner.
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SECTION 01385
DAILY CONSTRUCTION REPORTS
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes:
1. Requirement for Daily Construction Reports by the General Contractor.
2. Scheduled submission times for Daily Construction Reports.
1.2 FORM AND CONTENT OF DAILY CONSTRUCTION REPORTS
A. Daily Construction Reports shall be submitted by the General Contractor
performing work on the project. We have provided a form for your use at the end
of this section. If you chose to use your own form, all the information asked for on
the Daily Construction Report form included in this section, must be included on
your form. Items to be addressed on the Report are:
1. Title of Project
2. Name of Contractor
3. Date and day of Report information. For example, you performed work
on Thursday, February 14, 2008, so you would therefore use "Thursday,
2/14/08." This holds true even if you did not complete filling out the
Report until Friday, 2/15/08.
4. Contract designation.
5. Note any major Shipments received on that particular day.
6. Note major equipment used that day.
7. Note manpower used, and designate what trades. For example, if you
were the mechanical contractor, you would also list how many insulators,
pipe fitters, etc., that you were also managing, even if they were
subcontractors. In addition, list the names of the subcontractors that
were on -site that day.
8. Note any deficiencies in your work, and corrective actions taken to
resolve the deficiencies.
9. Note any safety violations discovered, whether or not caused by your
forces.
10. Provide a full description of work performed that day, by all
subcontractors, and or employees, currently working on the project.
Furthermore, be sure to include any problems or unusual conditions
discovered.
11. Report is to be signed by the authorized representative of the contractor,
and should the signature not be legible, print the name of the signer next
to the signature.
1.3 SCHEDULE OF SUBMITTING DAILY REPORTS
A. Daily Reports are to be submitted to Project Management at the regularly
scheduled Project Meetings. Contractors are to submit the original of their
report, and should keep a copy for their records. Project Management
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photocopying facilities are not to be used in the reproduction for submission of
the reports.
B. Should contractor fail to comply with these instructions, the contractor's payment
application for the following month will be held in abeyance until such time the
contractor properly submits the delinquent reports.
DAILY CONSTRUCTION REPORT
PROJECT: REPORT NO:
CONTRACTOR:
DATE TIME WEATHER TEMP.RANGE
EST. % OF COMPLETION CONFORMANCE WITH SCHEDULE
WORK IN PROGRESS PRESENT AT SITE
OBSERVATIONS
ITEMS TO SATISFY
INFORMATION OR ACTION REQUIRED
ATTACHMENTS
REPORT BY:
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SECTION 01395
REQUEST FOR INFORMATION (RFI)
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes:
1. Notification to Architect and Project Management in the event errors, field
conflicts, and omissions are found in the Contract Documents or
clarifications are necessary.
2. Utilization of (RFI) form.
B. Related Sections:
1. General Conditions Article 2.3
2. General Conditions Article 8.3.2
3. General Conditions Article 12.3
1.2 FORM AND CONTENT OF REQUEST FOR INFORMATION
A. All errors, field conflicts, and omissions in the Contract Documents shall be
brought to the attention of Arch itect/E ng 1 neer and Project Management
immediately. If clarifications are necessary, the request is to be conveyed to
Architect/Engineer and Project Management. Architect/Engineer and Project
Management will respond to the Contractor. The RFI is a tool established to
provide expedient clarifications of contract drawings, specifications or field
conflicts. It is not meant to be a substitute for good communication.
B. The RFI is not meant for formal notification of extra work. Reference General
Conditions paragraph 8.3.2 and 12.3 (see Supplementary General Conditions),
when formal correspondence is required for formal notification of time
extensions, and for cost change notifications.
C. The responses provided on the RFI form to the Contractor are considered by the
Owner to be clarifications and/or minor changes in the Work not involving an
adjustment in the Contract Sum or an extension of the Contract time per
Paragraph 12.4 of the Contract General Conditions. Should the Contractor
consider the RFI response requires extra work, notification in accordance with
Paragraph 12.3.1 of the Supplementary General Conditions is required.
1.3 UTILIZATION OF RFI FORM
A. The RFI form to be utilized is included at the end of this section, if you wish to use a
form of your own; it must contain the same information requested on our form.
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REQUEST FOR INFORMATION (RFI)
DATE
RFI #
PROJECT
FROM
CONTRACTOR
ADDRESS
PHONE FAX CELL
TO
ARCHITECT
ADDRESS
PHONE FAX CELL
DESCRIPTION
CONTRACTOR RECOMMENDATION
COSTIMPACT
NAME DATE
RESPONSE
NAME DATE
ARTICLE 31
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SECTION 01400
QUALITY CONTROL
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and
Supplementary Conditions, and other Division 1 Specification Sections, apply to
this Section.
1.2 SUMMARY
A. This Section includes administrative and procedural requirements for quality
control services.
B. Quality control services include inspections, tests, and related actions, including
reports performed by Contractor, by independent agencies, and by governing
authorities. They do not include contract enforcement activities performed by
Architect.
C. Inspection and testing services are required to verify compliance with
requirements specified or indicated. These services do not relieve Contractor of
responsibility for compliance with Contract Document requirements.
D. Requirements of this Section relate to customized fabrication and installation
procedures, not production of standard products.
1. Specific quality control requirements for individual construction activities
are specified in the Sections that specify those activities. Requirements
in those Sections may also cover production of standard products.
2. Specified inspections, tests, and related actions do not limit Contractor's,
quality control procedures that facilitate compliance with Contract
Document requirements.
3. Requirements for Contractor to provide quality control services required
by Owner, or authorities having jurisdiction are not limited by provisions of
this Section.
E. Related Sections: The following Sections contain requirements that are related
to this Section:
1. Division 1 Section "Cutting and patching" specifies requirements for repair
and restoration of construction disturbed by inspection and testing
activities.
2. Division 1 Section "Submittals: specifies requirements for development of
a schedule of required tests and inspections.
1.3 RESPONSIBILITIES
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A. The contractor shall be responsible to secure, provide, and pay for all
inspections, test, and other quality -control services specified and required by the
contract or governing authorities. Costs for these services are included in the
Contract Sum. Any reference in the Contract Documents, Drawings, Front End
Documents or Technical Specifications indicating the Owner is responsible to
secure and pay for testing shall be disregarded and rendered null and void.
Where individual Sections specifically indicate that certain inspections,
tests, and other quality -control services are the Contractor's responsibility,
the Contractor shall employ and pay a qualified independent testing
agency to perform quality -control services. Costs for these services are
included in the Contract Sum.
a. Where the Owner has engaged a testing agency for testing and
inspecting part of the Work, and the Contractor is also required to
engage an entity for the same or related element, the Contractor
shall not employ the entity engaged by the Owner, unless agreed
to in writing by the Owner.
B. Re -testing: The Contractor is responsible for re -testing where results of
inspections, tests, or other quality -control services prove unsatisfactory and
indicate noncompliance with Contract Document requirements, regardless of
whether the original test was Contractor's responsibility.
The cost of re -testing construction, revised or replaced by the Contractor,
is the Contractor's responsibility where required tests performed on
original construction indicated noncompliance with Contract Document
requirements.
C. Associated Services: Cooperate with agencies performing required inspections,
tests, and similar services, and provide reasonable auxiliary services as
requested. Notify the agency sufficiently in advance of operations to permit
assignment of personnel. Auxiliary services required include, but are not limited
to, the following:
1. Provide access to the Work.
2. Furnish incidental labor and facilities necessary to facilitate inspections
and tests.
3. Take adequate quantities of representative samples of materials that
require testing or assist the agency in taking samples.
4. Provide facilities for storage and curing of test samples.
5. Deliver samples to testing laboratories.
6. Provide the agency with a preliminary design mix proposed for use for
materials mixes that require control by the testing agency.
7. Provide security and protection of samples and test equipment at the
Project Site.
D. Duties of the Testing Agency: The independent agency engaged to perform
inspections, sampling, and testing of materials and construction specified in
individual Sections shall cooperate with the Architect and the Contractor in
performance of the agency's duties. The testing agency shall provide qualified
personnel to perform required inspections and tests.
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1. The agency shall notify the Project Management and the Contractor
promptly of irregularities or deficiencies observed in the Work during
performance of its services.
2. The agency is not authorized to release, revoke, alter, or enlarge
requirements of the Contract Documents or approve or accept any portion
of the Work.
3. The agency shall not perform any duties of the Contractor.
1.4 SUBMITTALS
A. Unless the Contractor is responsible for this service, the independent testing
agency shall submit a certified written report, in duplicate, of each inspection,
test, or similar service to Project Management. If the Contractor is responsible
for the service, submit a certified written report, in duplicate, of each inspection,
test, or similar service through the Contractor.
1. Submit additional copies of each written report directly to the governing
authority, when the authority so directs.
2. Report Data: Written reports of each inspection, test, or similar service
include, but are not limited to, the following:
a.
Date of issue.
- b.
Project title and number.
C.
Name, address, and telephone number of testing agency.
d.
Dates and locations of samples and tests or inspections.
e.
Names of individuals making the inspection or test.
f.
Designation of the Work and test method.
g.
Identification of product and Specification Section.
h.
Complete inspection or test data.
I.
Test results and an interpretation of test results.
j.
Ambient conditions at the time of sample taking and testing.
k.
Comments or professional opinion on whether inspected or tested
Work complies with Contract Document requirements.
I.
Name and signature of laboratory inspector.
M.
Recommendation on re -testing.
1.5 QUALITY ASSURANCE
A. Qualifications for Service Agencies: Engage inspection and testing service
agencies, including independent testing laboratories, that are pre -qualified as
complying with the American Council of Independent Laboratories"
Recommended Requirements for Independent Laboratory Qualification" and that
specialize in the types of inspections and tests to be performed.
Each independent inspection and testing agency engaged on the Project
shall be authorized by authorities having jurisdiction to operate in the
state where the Project is located.
PART 2 - PRODUCTS (Not Applicable)
QUALITY CONTROL 01400-Page 165 of 207
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PART 3 - EXECUTION
3.1 REPAIR AND PROTECTION
A. General: Upon completion of inspection, testing, sample taking and similar
services, repair damaged construction and restore substrates and finishes.
Comply with Contract Document requirements for Division 1 Section "Cutting and
Patching".
B. Protect construction exposed by or for quality -control service activities, and
protect repaired construction.
B. Repair and protection is Contractor's responsibility, regardless of the assignment of
responsibility for inspection, testing, or similar services.
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SECTION 01410 TESTING LABORATORY SERVICES
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Selection and payment
2. The Contractor submittals
3. Testing laboratory responsibilities
4. Testing laboratory reports
5. Limits on testing laboratory authority
6. The Contractor responsibilities
7. Schedule of inspections and tests
B. Section Includes:
1. Section 00750 - GENERAL CONDITIONS
2. Section 01700 - CONTRACT CLOSEOUT
3. Section 01800 - SOIL BORING DATA
4. Individual Specification Sections: inspections and tests required, and
standards for testing.
1.2 SELECTION AND PAYMENT
A. The Contractor shall be responsible to secure and pay for all testing services of a
qualified independent testing laboratory to perform specified inspections and
testing as indicated in Technical Specification Sections and as required by the
contract or any governing authorities. Any reference in the Contract Documents,
Drawings, Front End Documents or Technical Specification indicating the Owner
is responsible to secure and pay for testing shall be disregarded and rendered
null and void.
B. Employment of testing laboratory shall in no way relieve the Contractor of
obligation to perform the Work in accordance with requirements of the Contract
Documents.
1.3 QUALITY ASSURANCE
A. Testing laboratory: authorized to operate in the State of Florida.
B. Testing laboratory staff: maintain a full time registered Engineer on staff to
review services.
C. Testing Equipment: calibrated at reasonable intervals with devices of accuracy
traceable to either National Bureau of Standards (NBS) standards or accepted
values of natural physical constants.
D. Meet "Recommended Requirements for Independent Laboratory Qualification,"
published by American Council of Independent Laboratories.
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1.4 TESTING LABORATORY RESPONSIBILITIES
A. Test samples of mixes.
B. Provide qualified personnel at the Site. Cooperate with the Project Management
and the Contractor in performance of services.
C. Perform specified inspection, sampling, and testing of products in accordance
with specified standards.
D. Ascertain compliance of materials and mixes with requirements of the Contract
Documents.
E. Promptly notify Project Management and the Contractor of observed irregularities
or non-conformance of the Work or products.
F. Perform additional inspections and tests required by the Project Management.
r
1.5 TESTING LABORATORY REPORTS
A. After each inspection and test, promptly submit copies of testing laboratory report
to Project Management and Contractor.
B. Include:
1. Date issued
2. Project title and number
3. Name of inspector
4. Date and time of sampling or inspection
5. Identification of product and Specifications Section
6. Location in the Project
7. Type of inspection or test
8. Date of test
9. Results of test
10. Conformance with the Contract Documents
C. When requested by Project Management, provide interpretation of test results.
1.6 LIMITS ON TESTING LABORATORY AUTHORITY
A. The testing laboratory may not release, revoke, alter, or enlarge on requirements
of the Contract Documents.
B. The testing laboratory may not approve or accept any portion of the Work.
C. The testing laboratory may not assume any duties of the Contractor.
D. The testing laboratory has no authority to stop the Work.
1.7 THE CONTRACTOR RESPONSIBILITIES
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A. Deliver to the testing laboratory at designated location, adequate samples of
materials_ proposed to be used which require testing, along with proposed mix
designs.
B. Cooperate with testing laboratory personnel, and provide access to the Work and
to the manufacturer's facilities.
C. Provide incidental labor and facilities to provide access to the Work to be tested,
to obtain and handle samples at the Site or at source of products to be tested, to
facilitate tests and inspections, storage and curing of test samples.
D. Notify Project Management and the testing laboratory 24 hours prior to expected
time for operations requiring inspection and testing services.
E. Employ services of a separate qualified testing laboratory and pay for additional
samples and tests which are beyond the specified requirements.
1.8 RETEST RESPONSIBILITY
A. Where the results of required .inspections, tests, or similar services prove
unsatisfactory and do not indicate compliance with the requirements of the Contract
Documents, the cost for any re -tests shall be the responsibility of the Contractor.
TESTING LABORATORY SERVICES
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SECTION 01421
REFERENCE STANDARDS AND DEFINITIONS
PART 1 — GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of Contract, including General and
Supplementary Conditions and other Division 1 Specifications Sections, apply to
this Section.
1.2 DEFINITIONS
A. General: Basic Contract definitions are included in the conditions of this
Contract.
B. Indicated: The term "indicated" refers to graphic representations, notes or
schedules on the Drawings, or other Paragraphs or Schedules in the
Specifications, and similar requirements in the Contract Documents. Where
terms such as "shown", "noted", "scheduled", and "specified" are used, it is to
help the reader locate the reference; no limitation on location is intended.
C. Directed: Terms such as "directed", "requested", "authorized", "selected",
"approved", "required", and "permitted" mean "directed by Project Management',
"requested by Project Management", and similar phrases.
D. Approve: The term "approved", where used in conjunction with Project
Management's action on the Contractors submittals, applications, and requests,
is limited to Project Management's duties and responsibilities as stated in the
Conditions of the Contract.
E. Regulation: The term "regulations" includes laws, ordinances, statutes, and
lawful orders issued by authorities having jurisdiction, as well as rules,
conventions, and agreements within the construction industry that control
performance of the Work.
F. Furnish: The term "furnish" is used to mean "supply and deliver to the Project
site, ready for unloading, unpacking, assembly, installation, and similar
operations."
G. Install: The term "install" is used to describe operations at project site including
the actual "unloading, unpacking, assembly, erection, placing, anchoring,
applying, working to dimension, finishing, curing, protecting, cleaning, and similar
operations."
H. Provide: The term "provide" means "to furnish and install, complete and ready
for the intended use."
I. Installer: An "Installer" is the Contractor or an entity engaged by the Contractor,
either as an employee, subcontractor, or contractor of lower tier for performance
of a particular construction activity, including installation, erection, application,
and similar operations. Installers are required to be experienced in the
operations they are engaged to perform.
The term "experienced", when used with the term "Installer", means
having a minimum of five previous projects similar in size and scope to
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this Project, being familiar with the special requirements indicated, and
having complied with requirements of the authority having jurisdiction.
2. Trades: Use of titles such as "carpentry" is not intended to imply that
certain construction activities must be performed by accredited or
unionized individuals of a corresponding generic name, such as
"carpenter". It also does not imply that requirements specified apply
exclusively to tradespersons of the corresponding general name.
3. Assignment of Specialists: Certain Sections of the Specifications require
that specific construction activities shall be performed by specialists who
are recognized experts in the operations to be performed. The specialists
must be engaged for those activities, and assignments are requirements
over which the Contractor has no choice or option. Nevertheless, the
ultimate responsibility for fulfilling Contract requirements remains with the
Contractor.
a. This requirement shall not be interpreted to conflict with
enforcement of building codes and similar regulations governing
the Work. It is also not intended to interfere with local trade union
jurisdictional settlements and similar conventions.
J. Project Site is the space available to the contractor for performance of
construction activities, either exclusively or in conjunction with others performing
other work as part of the Project. The extent of the Project site is shown on the
Drawings and may or may not be identical with the description of the land on
which the Project is to be built.
K. Testing Laboratories: A "testing laboratory" is an independent entity engaged to
perform specific inspections or tests, either at the Project Site or elsewhere, and
to report on and, if required, to interpret results of those inspection or tests.
1.3 SPECIFICATION FORMAT AND CONTENT EXPLANATION
A. Specification Format: These Specifications are organized into Divisions and
Sections based on the Construction Specifications Institute's 16-Division format
and MASTER FORMAT numbering system.
B. Specification Content: This specification uses certain conventions in the use of
language and the intended meaning of certain terms, words, and phrases when
used in particular situations or circumstances. These conventions are explained
as follows:
1. Abbreviated Language: Language used in Specifications and other
Contract Documents is the abbreviated type. Words and meanings shall
be interpreted as appropriate. Words that are implied, but not stated shall
be interpolated as the sense required. Singular words will be interpreted
as plural and plural words interpreted as singular where applicable and
the context of the Contract Documents so indicates.
2. Imperative and streamlined language is used generally in the
Specifications. Requirements expressed in the imperative mood are to
be performed by the Contractor. At certain locations in the text, for clarity,
subjective language is used to describe responsibilities that must be
fulfilled indirectly by the Contractor, or by others when so noted.
a. The words "shall be" shall be included by inference wherever a
colon (:) is used within a sentence or phrase.
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1.4 INDUSTRY STANDARDS
A. Applicability of Standards: Except where the Contract Documents include more
stringent requirements, applicable construction industry standards have the same
force and effect as if bound or copied directly into the Contract Documents to the
extent referenced. Such standards are made a part of the Contract Documents
by reference.
B. Publication Dates: Comply with the standard in effect as of the date of the
Contract Documents.
C. Conflicting Requirements: Where compliance with two or more standards is
specified, and the standards may establish different or conflicting requirements
for minimum quantities or quality levels. Refer requirements that are different,
but apparently equal, and uncertainties to Project Management for a decision
before proceeding.
1. Minimum Quantity or Quality Levels: The quantity or quality level shown
or specified shall be the minimum provided or performed. The actual
installation may comply exactly with the minimum quantity or quality
specified, or it may exceed the minimum within reasonable limits. In
complying with these requirements, indicated numeric values are
minimum or maximum, as appropriate for the context of the requirements.
Refer uncertainties to Project Management for a decision before
proceeding.
D. Copies of Standards: Each entity engaged in construction on the Project is
required to be familiar with industry standards applicable to that entity's
construction activity. Copies of applicable standards are not bound with the
Contract Documents.
1. Where copies of standards are needed for performance of a required
construction activity, the Contractor shall obtain copies directly from the
publications source.
E. Abbreviations and Names: Trade association names and titles of general
standards are frequently abbreviated. Where such acronyms or abbreviations
are used in the Specifications or other Contract Documents, they mean the
recognized name of the trade association, standards generating organization,
authority having jurisdiction, or other entity applicable to the context of the text
provision. Refer to the "Encyclopedia of Associations", published by Gale
Research Co., available in most libraries.
F. Abbreviations and Names:
AA
AABC
Trade association names and titles of general standards are frequently.
abbreviated. The following abbreviations and acronyms, as referenced in the
Contract Documents, mean the associated names. Names and addresses are
subject to change and are believed, but are not assured, to be accurate and up-
to-date as of the date of the Contract Documents.
Aluminum Association
Associated Air Balance Council
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-- AAMA
American Architectural Manufacturers
AAN
American Association of Nurserymen
(See ANLA)
AASHTO
American Association of State Highway and Transportation Officials
ACI
American Concrete Institute
ACPA
America Concrete Pipe Association
AHA
American Hardboard Association
Al
Asphalt Institute
AIA
the American Institute of Architects
AISC
American Institute of Steel Construction
AITC
American Institute of Timber Construction
ALA
American Laminators Association
ALSC
American Lumber Standards Committee
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AMCA
Air Movement and Control Association International, Inc.
ANLA
American Nursery and Landscape Association
ANSI
American National Standards Institute
APA
APA-The Engineering Wood Association
(Formerly: American Plywood Association)
APA
Architectural Precast Association
ARMA
Asphalt Roofing Manufacturers Association
ASA
Acoustical Society of America
ASC
Adhesive and Sealant Council
ASHRAE
American Society of Heating, Refrigerating and Air
Conditioning Engineers
ASME
American Society of Mechanical Engineers
ASPA
American Sod Producers Association
(See TPI)
a� ASTM
American Society for Testing and Materials
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AWI
Architectural Woodwork Institute
AWPA
American Wood Preservers' Association
AWS
American Welding Society
BHMA
Builders Hardware Manufacturers Association
BIA
Brick Institute of America
EIMA
EIFS Industry Members Association
EJMA
Expansion Joint Manufacturers Association
FM
Factory Mutual System
GA
Gypsum Association
GANA
Glass Association of North America
(Formerly: Flat Glass Marketing Association)
HMA
Hardwood Manufacturers Association
(Formerly: Southern Hardwood Lumber Manufacturers Association)
HPVA
Hardwood Plywood and Veneer Association
MFMA
Maple Flooring Manufacturers Association
NAAMM
National Association of Architectural Metal Manufacturers
NECA
National Electrical Contractors Associations
NEI
National Elevator Industry
NELMA
Northeastern Lumber Manufacturers Association
NEMA
National Electrical Manufacturers Association
NFPA
National Fire Protection Association
NHLA
National Hardwood Lumber Association
NLGA
National Lumber Grades Authority
NOFMA
National Oak Flooring Manufacturers Association
NWWDA
National Wood Window and Door Association
(Formerly: National Woodwork Manufacturers Association)
PCA
Portland Cement Association
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PCI
Precast/Prestressed Concrete Institute
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RFCI
Resilient Floor Covering Institute
SDI
Steel Door Institute
SGCC
Safety Glazing Certification Council
SIGMA
Sealed Insulating Glass Manufacturing Association
SMACNA
Sheet Metal and Air Conditioning Contractor's National
Association, Inc.
SPIB
Southern Pine Inspection Bureau
SPRI
SPRI (Formerly: Single Ply Roofing Institute)
SWRI
Sealant, Waterproofing and Restoration Institute
TCA
Tile Council of America
UL
Underwriters Laboratories, Inc.
WCLIB
West Coast Lumber Inspection
WIC
Woodwork Institute of California
WWPA
Western Wood Products Association
G. Federal Government Agencies: Names and titles of Federal Government standards -or.
specification -producing agencies are often abbreviated. The following abbreviations and
acronyms referenced in the Contract Documents indicate names of standards -or
specification -producing agencies of the Federal Government. Names and addresses
are subject to change and are believed, but are not assured, to be accurate and up-to-
date as of the date of the Contract Documents.
OSHA Occupational Safety and Health Administration
(U.S. Department of Labor)
200 Constitution Ave., NW
Washington, DC 20210
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SECTION 01500
TEMPORARY FACILITIES
PART 1 — GENERAL
1.1 DESCRIPTION
A. Work included: Provide temporary facilities needed for the Work including, but
not necessarily limited to:
1. Temporary utilities such as water, electricity, and telephone.
2. Field office for the Contractor's personnel.
3. Sanitary facilities.
4. Enclosures such as tarpaulins, barricades, and canopies.
5. Temporary fencing of the construction site as required for public and
employee safety.
6. Project sign.
B. Related Work:
1. Documents affecting work of this Section include, but are not necessarily
limited to Supplementary Conditions, and Sections in Division 1 of these
Specifications.
1.2 PRODUCT HANDLING
A. Maintain temporary facilities and controls in proper and safe condition throughout
progress of the Work.
PART 2 - PRODUCTS
2.1 FIELD OFFICES AND SHEDS
A. Contractor's facilities:
1. Provide a field office adequate in size and accommodation for
Contractor's offices, supply, and storage.
B. Sanitary facilities:
1. Provide temporary sanitary facilities in the quantity required for use by all
personnel.
2. Maintain in a sanitary condition at all times.
2.2 ENCLOSURES
A. Provide and maintain for the duration of construction all scaffolds, tarpaulins,
canopies, warning signs, steps, platforms, bridges, and other temporary
t
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construction necessary for proper. completion of the Work in compliance with
pertinent safety and other regulations.
B. Upon completion of the Work, remove job signs.
C. Except as otherwise specifically approved by the Owner, do not permit other
signs or advertising on the job site.
2.3 TEMPORARY FENCING
A. Provide and maintain for the duration of construction a temporary fence or
barricade of design and type needed to prevent entry onto the Work by the
public.
2.4 PROJECT SIGNS:
A. Prior to start of construction, mount a project sign on a 4'x8' sheet of plywood.
Securely fasten the sign to the building or posts set in the ground as approved by
Project Management. A design provided by, or approved by Project Management
will include, but not necessarily be limited to: the project name; the Owner's
name;. major tenant's names; the Contractor's name, address, and telephone
number, and the Architect's name, address, and telephone number.
PART 3 — EXECUTION
3.1 MAINTENANCE AND REMOVAL
A. Maintain temporary facilities and controls as long as needed for safe and proper
completion of the Work.
B. Remove such temporary facilities, to include existing mobile home, and controls
as rapidly as progress of the Work will permit, or as directed by the Owner.
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SECTION 01520
CONSTRUCTION AIDS
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes:
1. Construction aids
2. Temporary enclosures
1.2 REQUIREMENTS OF REGULATORY AGENCIES
B. Comply with Federal, State and local codes and regulations.
PART 2 - PRODUCTS
2.1 MATERIALS - GENERAL
A. Materials may be new or used, suitable for the intended use and shall not violate
requirements of applicable codes and standards.
2.2 CONSTRUCTION AIDS
A. The Contractor shall be responsible for furnishing, installing, maintaining, and
removing on completion of the Work all scaffolds, staging, ladders, stairs, ramps,
runways, platforms, railings, chutes, and other such facilities and equipment
required by his personnel to insure their safety and facilitate the execution of the
Work.
1. The Contractor shall comply with all Federal, State and local codes, laws
and regulations governing such construction aids.
2. The Contractor shall relocate such construction aids as required by the
progress of construction, by storage or work requirements, and to
accommodate the legitimate requirements of the Owner or Project
Management or other separate contractors employed at the site.
3. The Contractor shall completely remove temporary scaffolds, access,
platforms, and other such materials, facilities, and equipment, at the
completion of the Work or when construction needs can be met by the
use of the permanent construction, provided Project Management has
approved and authorized such use. The Contractor shall clean up and
shall repair any damage caused by the installation or by the use of such
temporary construction aids. The Contractor shall restore any permanent
facilities used for temporary purposes to their specified condition.
The foregoing obligations of the Contractor are in addition to his obligations under Article
10 of the General Conditions.
2.3 TEMPORARY ENCLOSURES
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A. The Contractor shall be responsible for installing the permanent closure in an
opening in an exterior wall and shall be responsible for installing, maintaining,
and removing, as the Work progresses, a temporary weather -tight enclosure for
that opening as necessary to provide acceptable working conditions, to provide
weather protection for interior materials, to allow for effective temporary heating
and/or cooling, and to prevent entry of unauthorized persons.
1. The Contractor shall install such. temporary enclosures as soon as is
practical after the opening is constructed or as directed by Project
Management.
2. Temporary enclosures shall be removable as necessary for the Work and
for handling of materials.
3. Temporary enclosures shall be completely removed when construction
needs can be met by the use of the permanent closures.
4. The Contractor responsible for providing, maintaining, and removing the
temporary enclosure shall clean and shall repair any damage caused by
the installation of such enclosure:
5. The Contractor shall remain responsible for insuring that his work,
material, equipment, supplies, tools, machinery, and construction
equipment is adequately protected from damage or theft and shall
provide, maintain and remove such additional temporary enclosures as
may be deemed necessary.
The foregoing obligations of the Contractor are in addition to his obligations under Article
10 of the General Conditions.
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SECTION 01550
ACCESS ROADS AND PARKING AREAS
A. The Contractor shall be responsible for installing and maintaining, until the
completion of his Work any temporary access roads or parking facilities required
by his Work, other than that which has been provided or required by the Owner.
The Contractor shall remove temporary access roads and parking facilities and
restore the areas to.original or required grades.
B. Any Contractor excavating across an access road or parking area shall back -fill
and compact his excavation and resurface the road or parking area to match the
existing surface. The Contractor shall comply with all applicable Specifications
when so doing.
END SECTION 01550
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SECTION 01560
TEMPORARY CONTROLS
PART 1 - GENERAL
1.1 SUMMARY OF WORK BY THE CONTRACTOR
A. Section Includes:
1. Water control
2. Dust control
3. Erosion and sediment control
4. Pollution control
B. Related sections:
1. SCOPES OF WORK
1.2 WATER CONTROL
A. Contractor shall grade site to drain.
B. Protect site from puddling or running water. Provide water barriers to protect site
from soil erosion. Maintain excavations free of water. Provide, operate, and
maintain pumping equipment.
1.3 DUST CONTROL
A. Execute the Work by methods to minimize raising dust from construction
operations.
B. Provide positive means to prevent airborne dust from dispersing into
atmosphere.
1.4 EROSION AND SEDIMENT CONTROL
A. Plan and execute construction by methods to control surface drainage from cuts
and fills, from borrow and waste disposal areas. Prevent erosion and
sedimentation.
B. Minimize amount of. bare soil exposed at one time.
C. Provide temporary measures such as berms, dikes, and drains, to prevent water
flow.
D. Construct fill and waste areas by selective placement to avoid erosive surface
silts or clays.
E. Inspect"earthwork to detect evidence of erosion and sedimentation; promptly
apply corrective measures.
1.5 POLLUTION CONTROL
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A. Provide methods, means, and facilities to prevent contamination of soil, water,
and atmosphere from discharge of noxious, toxic substances, and pollutants
produced by construction operations.
END SECTION 01560
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SECTION 01590
FIELD OFFICES AND SHEDS
A. The Contractor shall furnish, install, and maintain a temporary field office if
required by Project Management for his use, the use of his employees, and the
use of Project Management during the construction period. The location of the
Field Office shall be determined by Project Management.
B. The Contractor shall furnish, install, and maintain temporary storage and work
sheds to adequately protect his -work, materials, equipment, supplies, tools,
machinery, and construction equipment from damage and theft.
C. The Contractor shall arrange his field office and sheds so as not to interfere with
the construction. The locations of field offices and sheds shall be coordinated
with Project Management. The type, size and location of field offices and sheds
are subject to approval by Project Management.
D. The Contractor shall arrange and pay for temporary electricity and telephone
service for his field office and sheds, if he should require such services.
E. The Contractor shall relocate his field office and sheds as directed by Project
Management, at no additional cost to the Owner.
F. The Contractor shall remove his field office and sheds on completion of the Work
or when directed by Project Management. The Contractor shall remove all debris
and rubbish and shall leave the area in a clean and orderly condition.
END SECTION 01590
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SECTION 01595
CONSTRUCTION CLEANING
PART 1 - GENERAL
1.1 SUMMARY OF WORK PERFORMED BY THE CONTRACTOR
A. Section includes:
1. Cleaning during progress of work.
1.2 DISPOSAL REQUIREMENTS
A. Conduct cleaning and disposal operations to comply with codes, ordinances,
regulations, and anti -pollution laws.
1. Do not burn or bury rubbish and waste materials on Project Site.
2. Do not dispose of volatile wastes such as mineral spirits, oil or paint
thinner in storm or sanitary drains.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Use only those cleaning materials which will not create hazards to health or
property and which will not damage surfaces.
B. Use only those cleaning materials and methods recommended by manufacturer
of the surface material to be cleaned.
C. Use cleaning materials only on surfaces recommended by cleaning, material
manufacturer.
D. Sweeping compounds used in cleaning operations shall leave no residue on
concrete floor surfaces that may affect installation of finish flooring materials.
PART 3 - EXECUTION
3.1 DURING CONSTRUCTION
A. Execute cleaning to keep the Work, the Site and adjacent properties free from
accumulations of waste materials, rubbish and windblown debris, resulting from
construction operations.
B. Provide on -site containers for the collection of waste materials, debris, and
rubbish.
C. Dispose of waste materials, debris and rubbish off site at a state permitted
disposal site.
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D. Trash containers shall be provided by Contractor and located in trash
accumulation areas designated by Project Management. Contractor each day
shall collect and deposit in the containers, all rubbish, waste materials, debris,
and other trash from his operations, including any trash generated by his
employees during lunch periods or coffee breaks. Shipping dunnage is also to
be removed by the contractor. Paper, boxes and bulk packaging shall be folded
or cut into reasonable sizes and shapes as appropriate and confined to prevent
loss of trash due to wind relocation. Full trash containers shall be disposed and
replaced as necessary to maintain above requirements and/or as directed by
Project Management.
CONSTRUCTION CLEANING
01595-Page 185 of 207
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SECTION 01600
MATERIAL AND EQUIPMENT
PART 1 - GENERAL
1.1 SUMMARY OF WORK PERFORMED BY THE CONTRACTOR
A. Section includes:
1. Products
2. Transportation and handling
3. Storage and protection
4. Security
1.2 PRODUCTS
A. Products: means new material, machinery, components, equipment, fixtures,
and systems forming the Work. Products do not include machinery and
equipment used for preparation, fabrication, conveying and erection of the Work.
Products may also include existing materials or components required for reuse.
B. Do not use materials and equipment removed from existing premises, except as
specifically permitted by the Contract Documents.
C. Provide interchangeable components of the same manufacturer, for similar
components.
1.3 TRANSPORTATION AND HANDLING
A. The Contractor shall be responsible for the transportation of all materials and
equipment furnished under this contract. Unless otherwise noted, the Contractor
shall also be responsible for loading, receiving and off-loading at the site all
material and equipment installed under this Contract, whether furnished by the
Contractor or the Owner. The Contractor shall be responsible for coordinating
the installation within the buildings of equipment that is too large to pass through
finished openings.
B. Transport and handle products in accordance with manufacturer's instructions.
C. Promptly inspect shipments to assure that products comply with requirements,
quantities are correct, and products are undamaged.
D. Provide equipment and personnel to handle products by methods to prevent
soiling, disfigurement, or damage.
1.4 STORAGE AND PROTECTION
The Contractor shall be responsible for the proper storage of all materials,
supplies, and equipment to be installed under this Contract. Materials stored on
site but not adequately protected will not be included in estimates for payment.
Except for materials stored within designated and approved storage sheds, vans,
or trailers, the Contractor shall not bring onto nor store in any manner at the site
MATERIALS AND EQUIPMENT 01600-Page 186 of 207
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any materials and equipment which will not be incorporated into the permanent
Work within seven (7) days from the delivery date. The Contractor shall be
responsible for arranging and paying for the use of property off the site for
storage of materials and equipment as may be required.
1.5 SECURITY
A. The Contractor shall be totally responsible for the security of his work, materials,
equipment, supplies, tools, machinery, and construction equipment.
MATERIALS AND EQUIPMENT 01600-Page 187 of 207
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SECTION 01630
POST -CONTRACT SUBSTITUTIONS
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes:
1. Post -proposal substitutions
1.2 SUBSTITUTIONS
A. Base Proposal shall be in accordance with the Contract Documents.
B. After the end of the proposal period, substitution requests, from the successful
Proposer, will be considered only in the case of:
1. Product unavailability.
2. Other conditions beyond the control of the Contractor.
C. Submit a separate request for each substitution. Support each request with the
following information:
1. Complete data substantiating compliance of proposed substitution with -
requirements stated in Contract Documents:
a. Product identification, including manufacturer's name and
address.
b. Manufacturer's literature, identifying:
1) Product description.
2) Reference standards.
3) Performance and test data.
C. Samples, as applicable.
d. Name and address of similar projects on which product has been
used and date of each installation.
2. Itemized comparison of the proposed substitution with product specified,
listing significant variations.
3. 'Data relating to changes in construction schedule.
4. Effects of substitution on separate contracts.
5. List of changes required in other work or products.
6. Accurate cost data comparing proposed substitution with product
specified.
a. Amount of net change to Contract Sum.
7. Designation of required license fees or royalties.
8. Designation of availability of maintenance services, sources of
replacement materials.
D. Substitutions will not be considered for acceptance when:
1. A substitution is indicated or implied on shop drawings or product data
submittals without a formal request from Proposer.
2. Acceptance will require substantial revision of Contract Documents.
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3. In judgment of Project Management the substitution request does not
include adequate information necessary for a complete evaluation.
4. Requested directly by a subcontractor or supplier.
E. Do not order or install substitute products without written acceptance of Project
Management.
F. Project Management will determine acceptability- of proposed substitutions.
G. No verbal or written approvals other than by Change Order will be valid.
1.3 CONTRACTOR'S REPRESENTATION
A. In making formal request for substitution the Contractor represents that:
1. The proposed product has been investigated and it has been determined
that it is equivalent to or superior in all respects to the product specified.
2. The same warranties or bonds will be provided for the substitute product
as for the product specified.
3. Coordination and installation of the accepted substitution into the Work
will be accomplished and changes as may be required for the Work to be
complete will be accomplished.
4. Claims for additional costs caused by substitution which may
subsequently become apparent will be waived by the Contractor.
5. Complete cost data is attached and includes related costs under the
Contract, but not:
a. Costs under separate contracts.
b. Project Management's costs for redesign or revision of Contract
Documents.
-1.4 POST -PROPOSAL SUBSTITUTION FORM
A. The form is attached to this section.
B. Substitutions will be considered only when the attached form is completed and
included with the submittal with back-up data.
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POST -PROPOSAL SUBSTITUTION FORM
TO: Project Management
We hereby submit for your consideration the following product instead of the specified item for
the above project:
DRAWING NO: DRAWING NAME:
SPEC. SEC. SPEC. NAME
Proposed Substitution:
PARAGRAPH SPECIFIED ITEM
Attach complete information on changes to Drawings and/or Specifications which proposed
substitution will require for its proper installation.
Submit with request necessary samples and substantiating data to prove equal quality and
performance to that which is specified. Clearly mark manufacturer's literature to indicate
equality in performance.
The undersigned certifies that the function, appearance and quality are of equal performance
and assumes liability for equal performance, equal design and compatibility with adjacent
materials.
Submitted By:
Signature
Firm
Address
Telephone
Title
Date
Signature shall be by person having authority to legally bind his firm to the above terms. Failure
to provide legally binding signature will result in retraction of approval.
For use by the Architect:
Recommended
Not Recommended
Insufficient data received
By:
Date:
For use by the Owner/Prof. Mgmt.:
Recommended as noted Approved
Received too late Not Approved
By:
Date:
Approved as noted
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Fill in Blanks Below:
A. Does the substitution affect dimensions shown on Drawings?
Yes No If yes, clearly indicate changes:
B. Will the undersigned pay for changes to the building design, including engineering and
detailing costs caused by the requested substitution?
Yes No If no, fully explain:
C. What effect does substitution have on other Contracts or other trades?
D. What effect does substitution have on construction schedule?
E. Manufacturer's warranties of the proposed and specified items are:
Same Different. Explain:
F. Reason for Request:
G. Itemized comparison of specified item(s) with the proposed substitution; list significant
variations:
:1
This substitution will amount to a credit or extra cost to the Owner of:
dollars ($ ).
I. Designation of maintenance services and sources:
(Attach additional sheets if required.)
POST CONTRACT SUBSTITUTIONS 01630-Page 191 of 207
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SECTION 01640
PRODUCT HANDLING
PART 1--GENERAL
1.1 DESCRIPTION: THE CONTRACTOR SHALL BE RESPONSIBLE FOR
A. Work included. Protect products scheduled for use in the Work by means
including, but not necessarily limited to, those described in this Section.
B. Related work:
1. Documents affecting work of this Section include, but are not
necessarily limited to, General Conditions, Supplementary
Conditions, and Sections in Division of these Technical Special
Provisions.
2. Additional procedures also may be prescribed in other Sections of
these Technical Special Provisions.
1.2 QUALITY ASSURANCE
A. Include within the Contractor's quality assurance program such
procedures as are required to assure full protection of work and materials.
1.3 MANUFACTURERS' RECOMMENDATIONS
A. Except as otherwise approved by Project Management, determine and
comply with manufacturers' recommendations on product handling,
storage, and protection.
1.4 PACKAGING
A. Deliver products to the job site in their manufacturer's original container,
with labels intact and legible.
1. Maintain packaged materials with seals unbroken and labels intact
until time of use.
2. Promptly remove damaged material and unsuitable items from the
job site, and promptly replace with material meeting the specified
requirements, at no additional cost to the Owner.
B. Project Management may reject as non -complying such material and
products that do not bear identification satisfactory to Project
Management as to manufacturer, grade, quality, and other pertinent
information.
1.5 PROTECTION
A. Protect finished surfaces through which equipment and materials are
handled.
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B. Provide protection for finished floor surfaces in traffic area prior to
allowing equipment or materials to be moved over such surfaces.
C. Maintain finished surfaces clean, unmarred, and suitably protected until
accepted by the Owner.
1.6 REPAIRS.AND REPLACEMENTS
A. In event of damage, promptly make replacements and repairs to the
approval of Project Management and at no additional cost to the Owner.
B. Additional time required to secure replacements and to make repairs will
not be considered by Project Management to justify an extension in
Contract Time of Completion.
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SECTION 01700
CONTRACT CLOSEOUT
PART 1 — GENERAL
1.1 PROJECT TERMINATION
A. The Contract requirements are met when construction activities have
successfully produced, in this order, these three terminal activities:
1. Substantial Completion
2. Final Completion
3. Final Payment
1.2 NOTICE OF SUBSTANTIAL COMPLETION
A. Contractor shall submit to Project Management when work is substantially
complete:
1. A written notice that the Work, or designated portion thereof, is
substantially complete.
2. Request Substantial Completion Observation at a mutually
agreeable date.
3. Certifications of systems and testing/balancing final reports.
4. Submit evidence of compliance with requirements of governing
authorities:
a. Certificate of Occupancy (or Completion)
b. Certificates of Inspection as applicable:
1) Electrical systems if required by Code
B. Within a reasonable time after receipt of such notice, the Owner and the
Contractor will make an observation to determine the status of
completion.
C. Should the Owner determine that the work is not substantially complete,
the following will occur:
1. The Owner will promptly notify the Contractor in writing, giving the
reasons.
2. The Contractor shall remedy the deficiencies in the Work, and
send a second written notice of substantial completion to the
Owner.
3. The Owner will re -observe the Work.
D. When the Owner concurs that the Work is substantially complete, the
following will occur:
1. Project Management will prepare a Certificate of Substantial
Completion accompanied by the Punch List of items to be
completed or corrected, as verified and amended by Project
Management. Contract responsibilities are not altered by
inclusion or omission of required Work from the punch list.
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2. The Owner will submit the certificate to the contractor for written
acceptance of the responsibilities assigned to them in the
certificate.
E. Contractor shall complete or correct items identified on the punch list and
required by the Contract requirements within time limit established by the
certificate.
1.3 FINAL COMPLETION
A. To attain final completion, the Contractor shall complete activities
pertaining to substantial completion, complete Work on punch list items
and submit written request to the Owner for final inspection within thirty
(30) calendar days of date of substantial completion. '
B. When the Work is complete, the Contractor shall submit written
certification that:
1. The Contract Documents have been reviewed.
2. Work has been inspected for compliance with the Contract
Documents.
3. Work has been completed in accordance with the Contract
Documents.
4. Equipment and systems have been tested in the presence of the
Owner's representative and are operational.
5. Work is completed and ready for final observation.
C. The Owner and the Contractor will make an inspection to verify the status
of completion with reasonable promptness after receipt of such
certification.
D. Should the Owner consider that the Work is incomplete or defective:
1. The Owner will promptly notify the Contractor in writing, listing the
incomplete or defective work.
2. The Contractor shall take immediate steps to remedy the stated
deficiencies and send a second written certification to the Owner
that the Work is complete.
3. The Owner will re -inspect the Work.
E. When the Work is acceptable under the Contract Documents as
determined by the Owner, the Owner will request the Contractor to make
close-out submittals. Warranties & Guarantees for everything will begin
at Substantial Completion.
1.4 THE CONTRACTOR'S CLOSEOUT SUBMITTALS TO THE OWNER
Contractor shall provide two (2) hard copies in tabulated divided binders and one
(1) saved electronically tabbed and indexed in Adobe Acrobat file (.PDF) format
delivered on a downloadable CD/DVD of the all the following but not limited to:
A. Project Record Documents (As Built Documents).
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B. Operating and maintenance data, instructions to the Owner's personnel.
C. Warranties, bond and guarantees.
D. Keys and keying schedule.
E. Spare parts and maintenance materials.
F. Electronic copies of approved submittals
G. Evidence of payment and final release of liens and consent of surety to
final release (includes final release from all utilities and utility companies).
1.5 FINAL ADJUSTMENT OF ACCOUNTS
A. Submit a final statement of accounting to the Owner.
B. Statement shall reflect adjustments to the Contract Sum:
1. The original Contract Sum
2. Additions and deductions resulting from:
a. Previous Change Orders
b. Allowances
C. Deductions for uncorrected Work
d. Deductions for Liquidated Damages
e. Deductions for Re -inspection Payments
f. Other Adjustments
C. The Owner will prepare a final Change Order, reflecting adjustments to
the Contract Sum which were not previously made by Change Orders.
1.6 FINAL APPLICATION FOR PAYMENT
A. The Contractor shall submit the final Application for Payment in
accordance with procedures and requirements stated in the Conditions of
the Contract.
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SECTION 01710
FINAL CLEANING
PART 1 - GENERAL
1.1 SUMMARY
A. Section includes:
1. Contractor's cleaning at completion of Work
1.2 DISPOSAL REQUIREMENTS
A. Conduct cleaning and disposal operations to comply with codes,
ordinances, regulations, and anti -pollution laws.
1. Do not bum or bury rubbish and waste materials on the Project
Site.
2. Do not dispose of volatile wastes such as mineral spirits, oil or
paint thinner in storm or sanitary drains.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Use only those cleaning materials which will not create hazards to health
or property and which will not damage surfaces.
B. Use only those cleaning materials and methods recommended by
manufacturer on the surface material to be cleaned.
C. Use cleaning materials only on surfaces recommended by cleaning
material manufacturer.
PART 3 - EXECUTION
3.1 DUST CONTROL
A. Handle materials in a controlled manner with as little handling as
possible.
3.2 FINAL CLEANING
A. Employ skilled workmen for final cleaning.
B. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels,
and other foreign materials from sight -exposed interior and exterior
surfaces.
C. Polish glossy surfaces to a clear shine.
D. Broom clean exterior paved surfaces; rake clean other surfaces of the
grounds.
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E. Prior to final completion, or the Owner occupancy, conduct an inspection
of sight -exposed interior surfaces, exterior surfaces and work areas, to
verify that the entire Work is clean.
F. Clean tunnels and closed off spaces of packing boxes, wood frame
members and other waste materials used in the Construction.
G. Remove temporary labels and stickers from fixtures and equipment. Do
not remove permanent name plates, equipment model numbers and
ratings.
H. Remove from the Site all items installed or used for temporary purposes
during construction.
I. Restore all adjoining areas to their original or specified condition.
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SECTION 01720
PROJECT RECORD DOCUMENTS
PART 1 - GENERAL
1.1 SUMMARY
A. Contractor shall:
1. Maintain at the job site one copy of:
a. Record Contract Drawings
b. Record Project Manual
C. Coordination drawings
d. Addenda
e. Reviewed shop drawings
f. Change Orders
g. Other modifications to the Contract
h. Field test records
1.2 GENERAL
A. Store documents in cabinets in temporary field office, apart from
documents used for construction.
B. Maintain documents in clean, dry, legible condition.
C. Do not use Project Record Documents for construction purposes.
D. Make documents available for inspection by Project Management.
E. Failure to maintain documents up-to-date will be cause for withholding
payments.
F. Obtain from Project Management (at no charge) two sets of the Contract
Documents for Project Record Documents including:
1. Specifications with all addenda.
2. Two complete sets of black -line prints of all Drawings.
1.3 RECORDING
A. Label each document "Project Record".
B. Keep record documents current.
C. Do not permanently conceal any work until required information has been
recorded.
D. Contract Drawings:
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1. Required information may, as an option, be entered on a "working
set" and then at completion of Project transfer the information to
final submitted "Project Record" set.
2. Legibly mark to record actual construction:
a. Depths of various elements of foundation in relation to
survey data.
b. Horizontal and vertical location of underground utilities and
appurtenances referenced to permanent surface
improvements.
C. Location of internal utilities and appurtenances concealed
in construction referenced to visible and accessible
features of structure.
d. Field changes of dimension and detail.
e. Changes made by Change Order or Construction Change
Directive.
f. Details not on original Contract Drawings.
E. Specifications and Addenda:
Legibly mark up each Section to record:
a. Manufacturer, trade name, catalog number and supplier of
each product and item of equipment actually installed.
b. Changes made by Change Order or Construction Change
Directive.
C. Other items not originally specified.
F. Conversion of schematic layouts:
1. Arrangement of conduits, circuits, piping, ducts and similar items
are in most cases shown schematically on the Drawings.
2. Legibly mark to record actual construction:
a. Dimensions accurate to within 1" on the centerline of items
shown schematically.
b. Identify each item, for example, "cast iron drain"
"galvanized water".
C. Identify location of each item, for example, "under slab", "in
ceiling plenum", "exposed".
3. Project Management may waive requirements of schematic layout
conversion, when in his opinion, it serves no beneficial purpose.
Do not, however, rely on waivers being issued except when
specifically issued by Project Management in writing.
1.4 SUBMITTAL
A. At completion of Project, deliver Project Record Documents to Project
Management prior to request for final payment.
B. Accompany submittal with transmittal letter, in duplicate, containing:
1. Date
2. Project title and Project number
3. The Contractor's name and address
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4. Title and number of each record document
5. Certification that each document as submitted is complete and
accurate.
6. Signature of the Contractor, or his authorized representative.
PROJECT RECORD DOCUMENTS 01720-Page 201 of 207
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SECTION 01730
OPERATION AND MAINTENANCE DATA
PART 1 - GENERAL
1.1 SUMMARY: THE CONTRACTOR SHALL PROVIDE OPERATION AND
MAINTENANCE DATA;
A. Section includes:
1. Format and content of manuals
2. Schedule of submittals
B. Related sections:
1. SECTION 01301 -SUBMITTALS
2. SECTION 01700 - CONTRACT CLOSEOUT
3. Individual Specifications Sections: specific requirements for
operation and maintenance data.
1.2 QUALITY ASSURANCE
A. Prepare instructions and data by personnel experienced in maintenance
and operation of described products.
1.3 FORMAT
A. Prepare data in the form of an instructional manual.
B. Binders: commercial quality, 8-1/2" x 11" three-ring binders with
hardback, cleanable, plastic covers; 1-1/2" maximum ring size. When
multiple binders are used, correlate data into related consistent
groupings.
C. Cover: identify each binder with typed or printed title OPERATION AND
MAINTENANCE INSTRUCTIONS; list title of the Project and separate
building; identify subject matter of contents.
D. Arrange content by systems under Section numbers and sequence of
Table of Contents of these Specifications.
E. Provide tabbed fly leaf for each separate product and system, with typed
description of product and major component parts of equipment.
F. Text: manufacturer's printed data, or typewritten data on 20 pound paper.
G. Drawings: provide with reinforced punched binder tab. Bind in with text;
fold larger drawings to size of text pages.
H. Provide one (1) indexed digital electronic copy of all Operation
Maintenance Data on CD
1.4 CONTENTS, EACH VOLUME
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A. Table of Contents: provide title of the Project; names, addresses, and
telephone numbers of Project Management, consultants, and the
Contractor with name of responsible parties; -schedule of products and
systems, indexed to content of the volume.
B. For each product or system: list names, addresses and telephone
numbers of subcontractors and suppliers, including local source of
supplies and replacement parts.
C. Product data: mark each sheet to clearly identify specific products and
component parts, and data applicable to installation. Delete inapplicable
information.
D. Drawings: supplement product data to illustrate relations of component
parts of equipment and systems, to indicate control and flow diagrams.
Do not use the Project Record Documents as maintenance drawings.
E. Type text: as required to supplement product data. Provide logical
sequence of instructions for each procedure, incorporating manufacturer's
instructions.
F. Warranties and bonds: bind in copy of each.
1.5 MANUAL FOR MATERIALS AND FINISHES
A. Building products, applied materials, and finishes: include product data,
with catalog number, size, composition, and color and texture
designations. Provide information for re -ordering custom manufactured
products.
B. Instructions. -for care and maintenance; include manufacturer's
recommendations for cleaning agents and methods, precautions against
detrimental agents and methods, and recommended schedule for
cleaning and maintenance.
C. Moisture protection and weather exposed products: include product data
listing applicable reference standards, chemical composition, and details
of installation. Provide recommendations for inspections, maintenance,
and repair.
D. Additional requirements; as specified in individual product specification
Sections.
1.6 MANUAL FOR EQUIPMENT AND SYSTEMS
A. Each item of equipment and each system: include description of unit or
system, and component parts. Identify function, normal operating
characteristics, and limiting conditions. Include performance curves, with
engineering data and tests, and complete nomenclature and commercial
number of replaceable parts.
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B. Maintenance requirements: include routine procedures and guide for
trouble -shooting; disassembly, repair, and re -assembly instructions; and
alignment, adjusting, balancing, and checking instructions.
C. Provide servicing and lubrication schedule, and list of lubricants required.
D. Include manufacturer's printed operation and maintenance instructions.
E. Provide original manufacturer's parts list, illustrations, assembly drawings,
and diagrams required for maintenance.
F. Provide the Contractor's coordination drawings.
G. Provide list of original manufacturer's spare parts, current prices, and
recommended quantities to be maintained in storage.
H. Include test reports.
I. Additional requirements: as specified in individual product specification
Sections.
J. Provide a listing in Table of Contents for design data, with tabbed fly
sheet and space for insertion of data.
1.7 SUBMITTALS
A. Submit two copies of operation and maintenance data for review by
Project Management prior to Final Inspection. One copy will be returned
with comments.
B. Submit the required number of copies per each Specification Section or
two (2) copies each if not specified of approved data in final form within
ten (10) days after Final Inspection.
C. For equipment or component parts of equipment put in service during
construction and operated by the Owner, submit operation and
maintenance data within ten days after acceptance.
D. Submit two copies of approved revised volumes of data in final form
within ten (10) days after final inspection.
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SECTION 01740
WARRANTIES
PART 1 —GENERAL
1.1 RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and
Supplementary Conditions and other Division 1 Specification Sections,
apply to this Section.
1.2 SUMMARY
A. This Section includes administrative and procedural requirements for the
Contractor for warranties required by the Contract. Documents, including
manufacturer's standard warranties on products and special warranties.
1. Refer to the General Conditions for terms of the Contractor's
period for correction of the Work.
B. Related Sections: The following Sections contain requirements that
relate to this Section:
1. Division 1 Section "Submittals" specifies procedures for submitting
warranties.
2. Division 1 Section "Contract Closeout" specifies contract closeout
procedures.
3. Division 2 through 16 Sections for specific requirements for
warranties on products and installations specified to be warranted.
4. Certifications and other commitments and agreements for
continuing services to Owner are specified elsewhere in the
Contract Documents.
C. Disclaimers and Limitations: Manufacturer's disclaimers and limitations
on product warranties do not relieve the Contractor or the warranty on the
Work that incorporates the products. Manufacturer's disclaimers and
limitations on product warranties do not relieve suppliers, manufacturers,
and subcontractors required to countersign special warranties with the
Contractor.
D. Separate Prime Contracts: Each prime contractor is responsible for
warranties related to its own contract.
1.3 DEFINITIONS
A. Standard products warranties are preprinted written warranties published
by individual manufacturers for particular products and are specifically
endorsed by the manufacturer to the Owner.
B. Special warranties are written warranties required by or incorporated in
the Contract Documents, either to extend limits provided by standard
warranties or to provide greater rights for the Owner.
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1.4 WARRANTY REQUIREMENTS
A. Related Damages and Losses: When correcting failed or damaged
warranted construction, remove and replace construction that has been
damaged as a result of such failure or must be removed and replaced to
provide access for correction of warranted construction.
B. Reinstatement of Warranty: When Work covered by a warranty has failed
and been corrected by replacement or rebuilding; reinstate the warranty
by written endorsement. The reinstated warranty shall be equal to the
original warranty with an equitable adjustment for depreciation.
C. Replacement Cost: Upon determination that Work covered by a warranty
has failed, replace or rebuild the Work to an acceptable condition
complying with requirements of the Contract Documents. The Contractor
is responsible for the cost of replacing or rebuilding defective Work
regardless of whether the Owner has benefited from use of the Work
through a portion of its anticipated useful service life.
D. Owner's Recourse: Expressed warranties made to the Owner are in
addition to implied warranties and shall not limit the duties, obligations,
rights, and remedies otherwise available under the law. Expressed
warranty periods shall not be interpreted as limitations on the time in
which the Owner can enforce such other duties, obligations, rights or
remedies.
E. Where the Contract Documents require a special warranty, or similar
commitment on the Work or part of the Work, the Owner reserves the
right to refuse to accept the Work, until the Contractor presents evidence
that entities required to countersign such commitments are willing to do
SO.
1.5 SUBMITTALS
A. Submit written warranties to Project Management prior to the date
certified for Substantial Completion. If Project Management's Certificate
of Substantial Completion designates a commencement date for
warranties other than the date of Substantial Completion for the Work, or
a designated portion of the Work, submit written warranties upon request
of Project Management.
B. When the Contract Documents require the Contractor, or the Contractor
and a subcontractor or supplies manufacturer to execute a special
warranty, prepare a written document that contains appropriate terms and
identification, ready for execution by the required parties. Submit a draft
to the Owner, through Project Management, for approval prior to final
execution.
1. Refer to Divisions 2 through 16 Sections for specific content
requirements and particular requirements for submitting special
warranties.
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C. Form of Submittal: At Final Completion compile 2 copies of each required
warranty properly executed by the Contractor, or by the Contractor,
subcontractor, supplier, or manufacturer. Organize the warranty
documents into an orderly sequence based on the table of contents of the
Project Manual
D. Bind warranties and bonds in heavy-duty, commercial -quality, durable 3-
ring, vinyl -covered loose-leaf binders, thickness as necessary to
accommodate contents, and sized to receive 8 % x 11" (11 5-by-280-m m)
paper.
1. Provide heavy paper dividers with celluloid covered tabs for each
separate warranty. Mark the tab to identify the product or
installation. Provide a typed description of the product or
installation, including the name of the product, and the name,
address, and telephone number of the Installer.
2. Identify each binder on the front and spine with the typed or
printed title "WARRANTIES", Project title or name, and name of
the Contractor.
3. When warranted construction requires operation and maintenance
manuals, provide additional copies of each required warranty, as
necessary, for inclusion in each required manual.
4. provide one complete electronic copy on CD/DVD
END SECTION 01740
WARRANTIES 01740-Page 207 of 207
EXHIBIT 2:
Specifications for
Key West Light Station
Historic Restoration
SPECIFICATIONS
for
Ivey Nest Lightstati®n
Historic Restoration
January 15, 2015
Submitted by:
Ben L. Bender
Bender & Associates ARCHITECTS p.a
410 Angela Street 'n' Key West, FL 33040 305/296-1347
11 TJ .
KEY WEST LIGHTSTATION HISTORIC RESTORATION
SECTION 00005
TABLE OF CONTENTS
INTRODUCTORY PAGES
Division 0 - Bidding and Contract Requirements
00200 Supplementary Instructions to Bidders
All Other Sections Provided by Monroe County Under Separate Cover
SPECIFICATIONS
Division 1- General Requirements
Provided by Monroe County Under Separate Cover
Division 2 - Site Work
02210 Site Grading
02515 Portland Cement Concrete Paving
Division 3 - Concrete.
03300 Cast -In -Place Concrete
Division 4 - Masonry
04210 Historic Masonry
04500 Masonry Restoration and Cleaning
04510 Epoxy Adhesive Pressure Injection of Masonry Cracks
.Division 5..- Metals
05550 Metal Fabrication of Historic Replications
05600 Metal Restoration
Division 6 - Wood and Plastics
06100 Rough Carpentry
06200 Finish Carpentry
TABLE OF CONTENTS 0000S-1
KEY WEST LIGHTSTATION HISTORIC RESTORATION
Division 7-Thermal and Moisture Protection
07410 Metal Roofing
07600 Flashing and Sheet Metal
07920 Sealants and Caulking
Division 8 - Doors and Windows
08211 Wood Doors
08610 Windows
08620 Restoration of Wood Windows
08710 Finish Hardware
08800 Glazing
Division 9 - Finishes.
09900 Painting
Division 10 - Specialties - Not Used
Division ...11- Equipment- Not Used
Division 12 - Furnishings,- Not Used
Division 13 - Special Construction.- Not Used
Division 14 - Conveying. Systems.
14425 Vertical Wheelchair Lifts
Division 15 - Mechanical - Not Used
Division 16 - Electrical,
16400 Electrical
END OF SECTION
TABLE OF CONTENTS 00005-2
KEY WEST LIGHTSTATION HISTORIC RESTORATION
SECTION 00200
SUPPLEMENTARY INSTRUCTIONS TO BIDDERS
1. THE WORK
Key West Lightstation Historic Restoration
Jupiter Florida
2. SECURING DOCUMENTS
Copies of the proposed Contract Documents may be obtained from:
Demand. Star
upon the conditions set forth in the invitation to bid.,
3. BID FORM
Per Section 00110 Proposal Form
4. BONDS AND INSURANCE
Per Section 00120 Insurance Requirements and Forms
5. EXAMINATION OF DOCUMENTS AND SITE OF WORK
Before submitting a bid, each bidder shall examine the Drawings carefully, shall read the
Specifications and all other proposed Contract Documents, and shall visit the site of the
Work. Each bidder shall fully inform himself prior to bidding as to existing conditions and
limitations under which the Work is to be performed, and shall include in his bid a sum to
cover the cost of items necessary to perform the Work as set forth in the proposed
Contract Documents. No allowance will be made to a bidder because of lack of such
examination or knowledge. The submission of a bid will be considered as conclusive
evidence that the bidder has made such examination.
6. SITE VISITATION LOG
All general and subcontract bidders shall, during the bidding period, may visit the site, but
must sign in at the Museum desk.
SUPPLEMENTARY INSTRUCTIONS TO BIDDERS 00200-1
KEY WEST LIGHTSTATION HISTORIC RESTORATION
7. PROOF OF COMPETENCY OF BIDDER
Bidders will be required to furnish evidence satisfactory to the Architect that he and his
proposed subcontractors have sufficient means and experience in the types of work
called for to assure completion of the Contract in a satisfactory manner.
8. WITHDRAWAL OF BIDS
A. A bidder may withdraw his bid, either personally or by written request, at any time
prior to the scheduled time for opening bids.
B. No bidder may withdraw his bid for a period of thirty calendar days after the date
set for opening thereof, and bids shall be subject to acceptance by the Contractor,
Dooley & Mack Constructors, Inc., during this period.
9. AWARD OR REJECTION OF BIDS
A;: It is essential that the project be supervised and carried out by personnel
possessing training and experience appropriate to the nature of the project.
Grantees shall require, as a part of the bid or proposal package submitted by
prospective contractors; documentation of the professional qualifications of the
key personnel to be employed. Such documentation shall include, but not be
limited to:
1., Resumes of academic training and employment in the applicable field;
2,, Evidence of possession of required licenses and/or business permits; and
3.. Evidence of at least three years in the aggregate of on the job experience
in historic preservation projects of a similar nature.
B. Pre -qualification requirements for all proposed individual craftsmen and/or
Subcontractors ( for the purposes of this project, craftsmen shall include all
persons who touch historic fabric): In compliance with Federal and State
guidelines for award of contracts involving grant funds, certain Subcontractors will
be required to obtain pre -qualification during the bidding phase. Notification of
approved craftsmen and/or subcontractors will be made to all bidders of record
by addendum. The following trades must receive pre -qualification.
SUPPLEMENTARY INSTRUCTIONS TO BIDDERS 00200-2
KEY WEST LIGHTSTATION HISTORIC RESTORATION
L. Masonry
2... Metal restoration and welding
3. Metal casting and founding
4. Roofers
In addition to the documentation required in 9.A, provide a minimum of 3
references, one of which is an Owner of a completed project of the Subcontractor
and one of which is an Architect or Engineer for a completed project. Provide any
additional information, including photographs, as applicable, in order to show
historic preservation experience.
For individual craftsmen, 3 references from past employers will be required.
C. Pre -qualification of Selected Trades:
In accordance with Section 00200, 9A and 96, above, the following Subcontractors
have been approved for work on this project:
Brick Masonry
Contracting Specialists Inc. -South East
1600 North Powerline Road
Pompano Beach, FL 33069
954-786-3223
William Frigon'617-803-7357
Metal Restorations
The AMR Group
6014 Tyburn Street
Camp Springs, MD 20748
(301) 899-7422
(301).899-7158 (fax)
Metal Fabrications
Alex Klahm
Architectural Metal and Design, Inc.
15 Eighth Street North
St. Petersburg, FL 33701
(727) 898-9999
(fax) Unknown
Alex Klahm
Architectural Metal and Design, Inc.
15 Eighth Street North
St. Petersburg, FL 33701
(727) 898-9999
(fax) unknown
Flotech Inc.
P.O. Box 3824
Jacksonville, FL 32206
(904) 358-1849
(904) 632-2383 (fax)
Richard E. Bazar, President
SUPPLEMENTARY INSTRUCTIONS TO BIDDERS 00200-3
KEY WEST LIGHTSTATION HISTORIC RESTORATION
Clare L. Yellin
Samuel Yellin Matealworkers Co,
721 Moore Avenue
Bryn Mawr, PA 19010-2208
(610) 527-2334
(610) 527-2412
D. In addition to price, evaluation of Bid Proposals will include an analysis and ranking
of firms based on the following required information:
PRE -QUALIFICATION REQUIREMENTS
ITEM
Corporate History
Description of Company, years of experience
type of work specialty, qualifications of
Corporate Staff.
- , Financial Background
Bonding capacities, insurance limits,
financial strength, D&B rating, bonding
history, financial stability, income
statements, balance sheets.
Personnel and Subcontractor Qualifications
Experience qualifications of key
personnel, background information on
project staff, resumes on key people.
Project Methodology/Plan/Schedule
Specific job methodology including the scope,
technical recommendations, professional staff,
project plan, detailed critical path schedule,
bar schedules human resource schedules, etc.
Job Experience, (Including Subcontractors and Individual Craftsmen)
List of reference, job history narrative, photographic
records of landmark properties, complete documentation
SUPPLEMENTARY INSTRUCTIONS TO BIDDERS 00200-4
KEY WEST LIGHTSTATION HISTORIC RESTORATION
of historic preservation projects similar in size and scope.
Safety Plan and Record
Experience modifiers, safety record,
job site safety program, site safety management,
Corporate safety program.
END OF SUPPLEMENTARY INSTRUCTIONS TO BIDDERS
SUPPLEMENTARY INSTRUCTIONS TO BIDDERS 00200-5
KEY WEST LIGHTSTATION HISTORIC RESTORATION
SECTION 02210
SITE GRADING
PART 1- GENERAL
A. Work included: Excavate, backfill, compact, and grade the site to the elevations
shown on the Drawings, as specified herein, and as needed to' meet the
requirements of the construction shown in the Contract Documents.
B. Related work:
1. Documents affecting work of this Section include, but are not necessarily
limited to, General Conditions, Supplementary Conditions, and Sections in
Division 1 of these Specifications..
1.2 QUALITY ASSURANCE
A. Use adequate numbers. of skilled workmen who are thoroughly trained and
experienced in the necessary crafts and who are completely familiar with the
specified requirements and the methods needed for proper performance of the
work of this Section.
B. Use equipment adequate in size, capacity, and numbers to accomplish the work
in a timely manner.
C. Comply with requirements of governmental agencies having jurisdiction...
1.3 PRODUCT HANDLING
A. Comply with pertinent provisions of Section 01640.,
PART 2 - PRODUCTS
2.1 SOIL MATERIALS
A. Fill and backfill materials:
1. Provide soil materials free from organic matter and deleterious
substances, containing no rocks or lumps over 6" in greatest dimension,
and with not more than 15% of the rocks or lumps larger than 2-3/8" in
their greatest dimension.
SITE GRADING 02210-1
KEY WEST LIGHTSTATION HISTORIC RESTORATION
2:: Fill material is subject to the approval of the Architect, and is that material
removed from excavations or imported from off -site borrow areas,
predominantly granular non -expansive soils, free from roots and other
deleterious matter.
3. Do no permit rocks having a dimension greater than 1" in the upper 12" of
fill or embankment.
2.2 WEED KILLER
A. Provide a dry, free -flowing, dust -free chemical compound, soluble in water,
capable of inhibiting growth of vegetation, and approved for use on this Work by
governmental agencies having jurisdiction.
2.3 TOPSOIL
A. Where and if shown on the Drawings or otherwise required, provide topsoil
consisting of friable, fertile soil of loamy character, containing an amount of
organic matter normal to the region, capable of sustaining healthy plant life, and
reasonable free from subsoils, roots, heavy or stiff clay, Stones larger than 2" in
greatest dimension, noxious weeds, sticks, brush, letter, and other deleterious
matter..
B. Obtain topsoil from sources within the project limits, or provide imported topsoil
obtained from sources outside the project limits, or from both sources.
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this Section will be
performed. Correct conditions detrimental to timely and proper completion of
the Work. Do not proceed until unsatisfactory conditions are corrected.
3.2 FINISH ELEVATIONS AND LINES
A. Comply with pertinent provisions of drawings and specifications.
3.3 PROCEDURES
SITE GRADING 02210-2
KEY WEST LIGHTSTATION HISTORIC RE4TORATION
A. Utilities:
1. Unless shown to be removed, protect active utility lines shown on the
Drawings or otherwise made known to the Contractor prior to excavating.
If damaged, repair or replace at no additional cost to the Owner.
2. If active utility lines are encountered, and are not shown on the Drawings
or otherwise made known to the Contractor, promptly take necessary
steps to assure that service is not interrupted.
3. If service is interrupted as a result of work under this Section, immediately
restore service by repairing the damaged utility at no additional cost to the
Owner.
4. If existing utilities are found to interfere with the permanent facilities
being constructed under this Section, immediately notify the Architect and
secure his instructions.
5. Do not proceed with permanent relocation of utilities until written
instructions are received from the Architect.
B. Protection of persons and property:
1. Barricade open holes and depressions occurring as part of this Work, and
post warning lights on property adjacent to or with public access.
2. Operate warning lights during hours from dusk to dawn each day and as
otherwise required.
3. Protect structures, utilities, sidewalks, pavements, and other facilities from
damage caused by settlement, lateral movement, washout, and other
hazards created by operations under this Section.
C. Dewatering:
1. Remove all water, including rain water, encountered during trench and
substructure work to an approved location by pumps, drains, and other
approved methods.
2. Keep excavations and site construction area free from water.
D,,,. Use means necessary to prevent dust becoming a nuisance to the public, to
neighbors, and to other work being performed on or near the site.
E. Maintain access to adjacent areas at all times.
3.4 GRADING
A. General:
1. Uniformly grade the areas within limits of grading under this Section,
including adjacent transition areas.
2. Smooth the finished surfaces within specified tolerance.
SITE GRADING 02210-3
KEY WEST LIGHTSTATION HISTORIC RESTORATION
3. Compact with uniform levels or slopes between points where elevations
are shown on the Drawings, or between such points and existing grades.
4. Where a change of slope is indicated on the Drawings, construct a rolled
transition section having a minimum radius of approximately 8'-0", unless
adjacent construction will not permit such a transition, or if such a
transition defeats positive control of drainage.
B. Grading outside building lines:
1. Grade areas adjacent to buildings to achieve drainage away from the
structures, and to prevent ponding.
2. Finish the surfaces to be free from irregular surface changes, and:
a. Shape the surface of areas scheduled to be under walks to line,
grade, and cross-section, with finished surface not more than 0.10
ft above or below the required subgrade elevation.
b. Shape the surface of areas scheduled to be under pavement to line,
grade, an cross-section, with finished surface not more than 0.05 ft
above or below the required subgrade elevation.
3.5 COMPACTING
A. Control soil compaction during construction to provide the minimum percentage
of density specified for each area as determined according to ASTM D1557.
B. Provide not less than the following maximum density of soil material compacted
at optimum moisture content for the actual density of each layer of soil material
in place, and as approved by the soils engineer.
1. Lawn and unpaved areas:
a. Compact the top 8" of subgrade and each layer of fill material or
backfill material at 90% of maximum density;
b. Compact the upper 12" of filled areas, or natural soils exposed by
excavating, at 85% of maximum density.
2. Walks:
a. Compact the top 8" of subgrade and each layer off fill material or
backfill material at 90% of maximum density.
C: Moisture control:
1. Where subgrade or layer of soil material must be moisture -conditioned
before compacting, uniformly apply water to surface of subgrade or layer
of soil material to prevent free water appearing on surface during or
subsequent to compacting operations.
2. Remove and replace, or scarify and air dry, soil material that is too wet to
permit compacting for the specified density.
SITE GRADING 02210-4
KEY WEST LIGHTSTATION HISTORIC RESTORATION
3. Soil material that has been removed because it is too wet to permit
compacting may be stockpiled or spread and allowed to dry. Assist drying
by discing, harrowing, or pulverizing until moisture content is reduced to a
satisfactory value as determined by moisture -density relation tests
approved by the soils engineer.
u►a11►111140 /_10110q
A. Protection of newly graded areas:
1. Protect newly graded areas from traffic and erosion, and keep free from
trash and weeds;
2. Repair and reestablish grades in settled, eroded, and rutted areas to the
specified tolerances.
B. Where completed compacted areas are disturbed by subsequent construction
operations or adverse weather, scarify the surface, reshape, and compact to the
required density prior to further construction.
END OF SECTION
SITE GRADING 02210-5
KEY WEST LIGHTSTATION HISTORIC RESTORATION
SECTION 02515
PORTLAND CEMENT CONCRETE PAVING
PART 1- GENERAL
1.1 DESCRIPTION
A. Work included: Provide Portland cement concrete paving where shown on the
Drawings, as specified herein, and'as needed for a complete and proper
installation.
B. Related work:
1. Documents affecting work of this Section include, but are not necessarily
limited to, General Conditions, Supplementary Conditions, and Sections
in Division 1 of these Specifications.
1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled Workmen who are thoroughly trained and
experienced in the necessary crafts and who are completely familiar with the
specified requirements and the methods needed for proper performance of the
work of this Section.
B. Do not commence placement of concrete until mix designs have been. reviewed
and approved by the Architect and all governmental agencies having jurisdiction,
and until copies of the approved mix designs are at the job site and the batch
plant.
1.3 PRODUCT HANDLING
A. Comply with pertinent provisions of Section 01640..,
PART 2 - PRODUCTS
2.1 FORMS
PORTLAND CEMENT CONCRETE PAVING 02515-1
KEY WEST LIGHTSTATION HISTORIC RESTORATION
A. Provide wood or metal formwork, including adequate bracing, to the lines and
grades shown on the Drawings within a vertical tolerance of 0.05 feet and an
alignment tolerance of 1" at any point.
B. Earth forms will not be permitted for paving.
2.2 REINFORCEMENT
A. Comply with the following as minimums: .
1. Bars: ASTM A615, grade 60, unless otherwise shown on the Drawings,
using deformed bars for number 3 and larger.
2. Welded wire fabric: ASTM A185
3. Bending: ACI318.
B. Fabricate reinforcement to the required shapes and dimensions, with fabrication
tolerances complying with the CRSI "Manual of Standard Practices."
C. Do not use reinforcement having any of the following defects:
1. Bar lengths, depths, or bends exceeding the specified fabricating.
tolerances;
2. Bends or kinks not indicated on the Drawings or required for the Work;
3. Bars with cross-section reduced due to excessive rust or other causes.
2.3 CONCRETE
A. Comply with the following as minimums:
1. Portland cement: ASTM C150, type I or II, low alkali.
2. Aggregate, general:
a. ASTM C30, uniformly graded.and clean;
b. Do not use aggregate known to cause excessive shrinkage.
3. Aggregate, coarse: Crushed rock or washed gravel with maximum size
between 3/4" and 1-1/2", and with minimum size number 4.
4. Aggregate, fine: Natural washed sand of hard and durable particles
varying from fine to particles passing a 3/8" screen, of which at least 12%
shall pass a 50-mesh screen.
5. Water: Clean and potable.
B. Use only such additives as are recommended in the mix design and approved by
PORTLAND CEMENT CONCRETE PAVING 02515-2
KEY WEST LIGHTSTATION HISTORIC RESTORATION
the Architect and governmental agencies having jurisdiction. Use of calcium is
prohibited.
C. Provide concrete in the proportions established by the mix design required
under Section 01410 of these Specifications, and to the compressive strength
shown on the Drawings.
D., Provide a liquid curing agent, at the manufacturer's recommended rate of
application. Manufacturer's specifications and printed literature for approval:;
2.4 OTHER MATERIALS
A. Provide other materials, not specifically described but required for a complete
and proper installation, as selected by the Contractor subject to the approval of
-the Architect.
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A.. Examine the areas and conditions under which work of this Section will be
performed. Correct conditions detrimental to timely and proper completion of
the Work. Do not proceed until unsatisfactory conditions are corrected.
3.2 FINAL PREPARATION OF SUBGRADES
A. After preparation of subgrade as specified in another Section of these
Specifications, thoroughly scarify and sprinkle the entire area to be paved, and
then compact to a smooth, hard, even surface of 90% compaction to receive the
aggregates.
3.3 PLACEMENT OF BASE COURSE
A. Base (where required):
1. Spread the specified coarse aggregate to a thickness providing the
compacted thickness shown on the Drawings.
PORTLAND CEMENT CONCRETE PAVING _ W� 02SIS-3
KEY WEST LIGHTSTATION HISTORIC RESTORATION
2. Compact to 95%.
B; Thickness tolerance: Provide the compacted thicknesses shown on the
Drawings within a tolerance of minus 0.0" to plus 0.5".
C. Smoothness tolerance: Provide the lines and grades shown on the Drawings
within a tolerance of 0.05 feet vertically and 1" in alignment at any point.
D..: Correct deviations by removing materials, replacing with new materials, and
reworking or re -compacting as required.
E. Use only the amount of moisture needed to achieve the specified compaction,.,
3.4 INSTALLATION
A. Upon completion of base course and formwork, install reinforcement as shown
on the Drawings.
1. Clean reinforcement to remove loose rust and mill scale, earth, and other
materials which reduce bond or destroy bond with concrete.
2. Position, support, and secure reinforcement against displacement by
formwork, construction; and concrete placement operations.
3. Place reinforcement to obtain the required coverages for concrete
protection.
13. Transit mix the concrete in accordance with provisions of ASTM C94.
1. With each load, provide ticket certifying to the materials and quantities
and to compliance with the approved mix design.
2. On the transit -mix ticket, state the time water was first added to the mix.
3. At the batch plant, withhold 2-1/2 gal of water per cu yd of concrete.
4. Upon arrival at the job site, and as directed by the testing laboratory
inspector, add all or part of the withheld water before the concrete is
discharged from the mixer.
S. Mix not less than five minutes after the withheld water has been added,
and not less than one minute of that time immediately prior to discharge
of the batch.
6. Unless otherwise directed, provide 15 minutes total mixing time per
batch after first addition of water.
C. Do not use concrete that has stood over 30 minutes after leaving the mixer, or
PORTLAND CEMENT CONCRETE PAVING 02515-4
KEY WEST LIGHTSTATION HISTORIC RESTORATION
concrete that is not placed within 60 minutes after water is introduced into the
mix.
D. Conveying:
1. Place concrete in accordance with the following and pertinent
recommendations contained in ACI 304.
2. Deposit concrete continuously in layers of such thickness that no
concrete will be placed on concrete which has hardened sufficiently to
cause formation of seams or planes of weakness within the section.
3. If a section cannot be placed continuously, provide construction joints as
specified herein.
4. Perform concrete placing at such a rate that concrete which is being
integrated with fresh concrete is still plastic.
5. Deposit concrete as nearly as practicable in its final location so as to
avoid segregation due to rehandling and flowing.
6. Do not subject concrete to any procedure which will cause segregation.
7. Do not use concrete which becomes non -plastic and unworkable, or does
not meet required quality control limits, or has been contaminated by
foreign materials.
8. Remove rejected concrete from the site.
E, Deposit and consolidate concrete in a continuous operation within the limits of
construction joints until the placing of a panel or section is complete.
1. Bring surfaces to the correct level with a straight -edge, and then strike
off.
2. Use bullfloats or darbies to smooth the surface, leaving it free from
bumps and hollows.
3. Do not sprinkle water on the plastic surface. Do not disturb the
surfaces prior to start of finishing operations.
F. Expansion joints:
1. Do not permit reinforcement to extend continuously through any
expansion joint.
2. Locate expansion joints where indicated, filled to full depth with
expansion joint material.
3. In curbs, locate 1/2" thick joint at the beginning and end of curves, and at
25'-0" centers elsewhere.
4. In curbs and paving, hold down 1/2" and seal exposed joints with joint
sealer.
PORTLAND CEMENT CONCRETE PAVING 02515-5
KEY WEST LIGHTSTATION HISTORIC RESTORATION
G. Finishing:
1. Begin floating when the water sheen has disappeared and when the
surface has stiffened sufficiently to permit the operation.
2. During or after the first floating, check the planeness of surface with a
ten foot straightedge applied at not less than two different angles.
3. Cut down high spots and fill low spots, and produce a surface level within
1/4" in two feet as determined by a two foot straightedge placed
anywhere on the surface in any direction.
4. Refloat the surface immediately to a uniform sandy texture.
5. While the surface is still plastic, provide a textured finish by drawing a
fiber bristle boom uniformly over the surface.
a. Unless otherwise directed by the Architect, provide the texturing
in one direction only.
b. Provide "light," "medium," or "coarse" texturing as directed by
the Architect.
3.5 CURING AND PROTECTION
A. Beginning immediately after placement, protect concrete from premature
drying, excessively hot or cold temperatures and mechanical injury.
END OF SECTION
PORTLAND CEMENT CONCRETE PAVING 02515-6
KEY WEST LIGHTSTATION HISTORIC RESTORATION
SECTION 03300
CAST -IN -PLACE CONCRETE
PART 1- GENERAL
1.1 DESCRIPTION
A. Work included: Provide cast -in -place concrete, including formwork and
reinforcement, where shown on the Drawings, as specified herein, and as needed
for a complete and proper installation.
1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and
experienced in the necessary crafts and who are completely familiar with the
specified requirements and the methods needed for proper performance of the
work of this Section.
B- Refer to photographic details in the Specifications and/or on the Drawings for
historic preservation information. and project requirements.
C... All work must comply with the Secretary of the Interiors Standards for
Rehabilitation, as administered by the Florida Department of State, Division of
Historic Resources.
D; Comply with the "Specification for Structural Concrete Buildings", ACI 301, except
as may be modified herein.
E.. Submit samples of existing concrete to be repaired for composition and
compressive strength testing.
1. Do not commence placement of concrete until mix designs have been reviewed
and approved by the Architect and all governmental agencies having jurisdiction,
and have been determined to be compatible with existing concrete.
1.3 SUBMITTALS
A,: Submit concrete mix designs to the Architect for review and approval;
B. Distribute approved mix designs to batch plant, job site, and governmental
CAST -IN -PLACE CONCRETE 03300-1
KEY WEST LIGHTSTATION HISTORIC RESTORATION
agencies having jurisdiction.
1.4 PRODUCT HANDLING
A. Comply with product manufacturers printed instructions..
PART 2 - PRODUCTS
2.1 FORMS
A. Design, erect, support, brace and maintain framework so it will safely support
vertical and lateral loads which might be applied until such loads can be supported
safely by the concrete structure.
B. Construct forms to the exact sizes, shapes, lines and dimensions shown, and as
required to obtain accurate alignment, location, grades, and level and plumb work
in the finished structure.
2.2 REINFORCEMENT
A. Comply with the following as minimums:
1. Bars: ASTM A615, grade 60 unless otherwise shown on the Drawings, using
deformed bars for number 3 and larger.
2. Welded wire fabric: ASTM A185
3. Bending: ACI318
Fabricate reinforcement to the required shapes and dimensions, within
fabrication tolerances stated in the CRSI "Manual of Standard Practices".
C. Do not use reinforcement having any of the following defects:
1. Bar lengths, depths, or bends exceeding the specified fabricating
tolerances;
2. Bends or kinks not indicated on the Drawings or required for the Work;
3. Bars with cross-section reduced due to excessive rust or other causes.
2.3 CONCRETE
A. Comply with the following minimums:
CAST -IN -PLACE CONCRETE 03300-2
KEY WEST LIGHTSTATION HISTORIC RESTORATION
1. Portland cement: ASTM C150, type I or II, low alkali.
2: Aggregate general:
a. ASTM C30, uniformly graded and clean;
b. Do not use aggregate known to cause excessive shrinkage.
3.1 Aggregate, coarse: Crushed rock or washed gravel equal to 3/4" and with
a maximum size number 4.
4.: Aggregate, fine: Natural washed sand of hard and durable particles
varying from fine to particles passing a 3/8" screen, of which at least 12%
shall pass a 50-mesh screen.
5;: Water: clean and potable
6- Fly ASH: ASTM C618, type C or Type F.
7.. Admixtures, General: Provide admixtures for concrete that contains not
more than 0.1 percent chloride ions.
8.. Air -Entraining Admixture: ASTM C 260, certified by manufacturer to be
compatible with other required admixtures.
9:: Water -Reducing Admixture: ASTM C 494, Type A.
10. High -Range Water -Reducing Admixture (Super Plasticizer): ASTM C 494
Type F or Type G.
B; Provide concrete with the compressive strengths shown on the Drawings. When
such strengths are not shown on the Drawings, provide the following as
minimums:
1. Concrete walls, columns and beams: 4000 psi
2. Concrete walks and slabs on grade: 3000 psi
C.. Surface treatment:
1. Where "sealer", "liquid curing agent" or "hardener" is called for on the
drawings, or otherwise used, submit product data to the Architect for
approval.
2.4 OTHER MATERIALS
A. Provide other materials, not specifically described but required for complete and
proper installation, as selected by the Contractor subject to the approval of the
Architect.
2.5 ADMIXTURES
CAST -IN -PLACE CONCRETE 03300-3
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A. Use water -reducing admixture or high -range water -reducing admixture
(superplasticizer) in concrete as required for placement and workability.
B., Use high -range water -reducing admixture (HRWR) in pumped concrete, concrete
for industrial slabs, architectural concrete, parking structure slabs, concrete
required to be watertight, and concrete with water/cement ratios below 0.50.
C. Limit use of fly ash to not exceed 25 percent of cement content by weight.:;
2.6 SUBSTITUTIONS
A. Substitutions of other products and methods will be allowed only after review and
approval by the Architect. Submit the manufacturer's specifications and technical
data.to the Architect for approval.
PART 3 - EXECUTION
3.1 SURFACE AND CONDITIONS
A. Examine the areas and conditions under which work of this Section will be
performed. Correct conditions detrimental to timely and proper completion of
the Work. Do not proceed until unsatisfactory conditions are corrected.
3.2 REINFORCING
A._ Comply with the following, as well as the specified standards, for details and
methods of reinforcing placements and supports.
1. Clean reinforcement and remove loose dust and mill scale, earth, and
other materials, which reduce bond or destroy bond with concrete.
2. Position, support and secure reinforcement against displacement by
forms, construction, and the concrete placement operations.
3. Place reinforcement to obtain the required coverages for concrete
protection.
4. Install welded wire fabric in as long lengths as practicable, lapping
adjoining pieces on full mesh minimum.
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5. Unless otherwise shown on the Drawings, or required by governmental
agencies having jurisdiction, lap bars 24 diameters minimum.
3.3 EMBEDDED ITEMS
A. Do not embed piping, other than electrical conduit, in structural concrete.
1. Locate conduit to maintain maximum strength of the structure.
2. Increase the thickness of the concrete if the outside diameter of the
conduit exceeds 30% of the thickness of the concrete.
B.. Set bolts, inserts, and other required item in the concrete, accurately secured so
they will not be displaced, and in the precise locations needed.
3.4 MIXING CONCRETE
A. Transit mix the concrete in accordance with provisions of ASTM C94.
B. Mixing water:
1. At the batch plant. withhold 2-1/2 gal. of water per cu. yd. of concrete.
2. Upon arrival at the job site, add all or part of the withheld water (as
required for proper slump) before the concrete is discharged from the
mixer.
3. Mix not less than five minutes after the withheld water has been added,
and not less than one minute of that time immediately prior to discharge
of the batch.
4. Unless otherwise directed, provide 15 minutes total mixing time per batch
after first addition of water.
C. Do not use concrete that has stood for over 30 minutes after leaving the mixer, or
concrete that is not placed within 60 minutes after water is first introduced into
the mix.
3.5 PLACING CONCRETE
A; Preparation:
1. Remove foreign matter accumulated in the forms.
2. Rigidly close openings left in the formwork.
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3. Wet wood forms sufficiently to. tighten up cracks. Wet other material
sufficiently to maintain workability of the concrete.
4. Use only clean tools.
B. Conveying:
1. Perform concrete placing at such a rate that concrete which is being
integrated with fresh concrete is still plastic.
2. Deposit concrete as nearly as practicable in its final location so as to avoid
separation due to re -handling and flowing.
3. Do not use concrete which becomes non -plastic and unworkable or does
not meet required quality control limits, or has been contaminated by
foreign materials.
4. Remove rejected concrete from the job site.
C. Placing concrete in forms:
1. Deposit concrete in horizontal layers not deeper than 24", and avoid
inclined construction joints.
2. Remove temporary spreaders in forms when concrete has reached the
elevation of the spreaders.
D., Placing concrete slabs:
1. Deposit and consolidate concrete slabs in a continuous operation, within
limits of construction joints, until the -placing of a panel or a section is
completed.
2. Bring slab surfaces to the correct level with a straightedge, and then strike
off.
3. Use bullfloats or darbies to smooth the surface, leaving the surface free
from bumps and hollows.
4. Do not sprinkle water on the plastic surface. Do not disturb the slab
surface prior to start of finishing operations.
3.6 CONSOLIDATION
A. General
1. Consolidate each layer of concrete immediately after placing, by use of
internal concrete vibrators supplemented by hand spading, rodding, or
tamping.
2. Do not vibrate forms or reinforcement.
3. Do not use vibrators to transport concrete inside the forms.
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3.7 JOINTS
A. Construction joints:
1. Do not use horizontal construction joints except as may be shown on the
Drawings.
2. If additional construction joints are found to be required, secure the
Architect's approval of joint design and location prior to start of concrete
placement.
B. Expansion joints:
1. Do not permit reinforcement or other embedded metal items that are
being bonded with concrete (except dowels in floors bonded on only one
side of the joints) to extend continuously through any expansion joint
material approved by the Architect.
2. Fill expansion joints full depth with expansion joint material approved by
the Architect.
3.8 CONCRETE FINISHING
A. Except as may be shown otherwise on the Drawings, provide the following finishes
at the indicated locations:
1. Scratch finish:
a. Apply to monolithic slab surfaces that are to receive concrete floor
topping or mortar setting bed.
2. Float finish:
a. Apply to monolithic slab surface that are to receive trowel finish
and other finishes specified hereinafter, and to slab surfaces which
are to be covered with insulation.
3. Trowel finish:
a. Apply to monolithic slab surfaces that are to be exposed to view,
unless otherwise shown, and to slab surfaces that are to be covered
with resilient flooring, carpeting, paint, or other thin-film finish
coating system.
4;: Non -slip broom finish
a. Apply to walks, stairs, drives, ramps, and similar pedestrian and
vehicular areas.
3.9 REMEDIAL WORK
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A. Repair or replace deficient work as directed by the Architect and at no additional
cost to the Owner.
END OF SECTION
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SECTION 04220
HISTORIC MASONRY
(Including new brick masonry)
PART 1- GENERAL
1.1 DESCRIPTION
A. Work included: Provide brick masonry where shown on the Drawings, as
specified herein, and as needed for a complete and proper installation.
B. Related work:
1. The Work of this Section must comply with all other Sections of these
Specifications.
1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and
experienced in the necessary crafts and who are completely familiar with the
specified requirements and the methods needed for proper performance of the
work of this Section.
B. Remove all areas identified by the architect as inappropriate or not matching the
adjacent historic fabric.
F,. Take all appropriate measures necessary to correct inferior work as identified by
the architect. Protect historic fabric during all operations. No historic materials
shall be removed from the site without prior approval of architect. The architect
reserves the right to have individual workmen removed from individual activities
or the project entirely, if in the architect's judgment, the quality of work being
performed is inappropriate, inferior, or detrimental to historic materials.
G,;. Refer to photographic details in the Specifications and/or on the Drawings for
additional historic preservation information and project requirements.
H. All work must comply with the Secretary of the Interiors Standards for
HISTORIC MASONRY 04210-1
KEY WEST LIGHTSTATION HISTORIC RESTORATION
Rehabilitation, as administered by the Florida Department of State, Division of
Historic Resources.
1 Historic finishes and furring may be intact under contemporary finishes. Consult
architect before removal of questionable historic or non -historic material.
J. Design basis for mortar: Traditional mortar was made from lime putty, or slaked
lime, combined with local sand, generally in a ratio of 1 part lime putty to 3 parts
sand by volume. Often other ingredients, such as crushed marine shells (another
source of lime), brick dust, clay, natural cements, pigments, and even animal hair
were also added to mortar, but the basic formulation for lime putty and sand
mortar remained unchanged for centuries until the advent of Portland cement or
its forerunner, Roman cement, a natural, hydraulic cement. Portland cement was
first manufactured in the United States in 1872, although it was imported before
this date. But it was not in common use throughout the country until the early 20th
century. Up until the turn of the century Portland cement was considered primarily
an additive, or"minor ingredient" to help accelerate mortar set time. By the
1930's, however, most masons used a mix of equal parts Portland cement and lime
putty. Thus, the mortar found in masonry structures built between 1873 and 1930
can range from pure lime and sand mixes to a wide variety of lime, Portland
cement, and sand combinations.
1.3 SUBMITTALS'
A. Comply with pertinent provisions of Division 1, General Conditions.
B_ C.: Product data:
1. Materials list of items proposed to be provided under this Section;
2. Manufacturer's specifications and other data and samples needed to
prove compliance with the specified requirements.
C. Mock-ups:
1. At an area on the site where approved by the Architect, provide mock-up
masonry panels.
a. Provide one mock-up panel for each combination of brick, bond
pattern, mortar color, and joint type used in the Work.
b. The mock-up panels may be part of the Work, and may be
HISTORIC MASONRY 04210-2
KEY WEST LIGHTSTATION HISTORIC RESTORATION
incorporated into the finished Work when -so approved in advance
by the Architect.
C. Revise as necessary to secure the Architect's approval.
F. Schedule of Repairs
1.4 PRODUCT HANDLING
A. Comply with pertinent provisions of Division 1, General Conditions,
B. Products and methods listed in these specifications are subject to use at
specific locations. The intent is to ensure the use of compatible materials, i.e.
exactly matching historic fabric with existing historic materials, or by
fabricating new materials that match historic materials as closely as possible.
Use historic materials first and move to compatible new materials as existing
stock is depleted.
PART 2 - PRODUCTS
2.1 BRICK AND MISCELLANEOUS STONEWORK
A:: Acceptable manufacturers and products:
1. Historic brick removed from the chimneys for the relocation, historic
brick of demolished foundations, used brick of similar size, color,
consistency and strength as existing (obtained from off --site source), or
historic brick to be removed from the building for re -use or salvaged on
site sources. Clean old mortar from removed masonry and reinstall the
components in the work.
2. New brick of equal characteristics to existing when sufficient historic
brick is not available. Provide compression tests -of at least three (3)
bricks to verify strength requirements. Provide samples of the proposed
brick.
3. Other elements to match existing.
. n
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2.2 OTHER MATERIALS
A. Aggregate:
1. Sand for mortar: Fine, sharp, natural sand. Comply with ASTM C144.
Samples of each type will be required for laboratory comparison to
historic sand.
B. Limey
1,,. Hydrated lime: Comply with ASTM C207, type "S."
2,: Lime Putty: Comply with ASTM C5.
C. Water: Provide potable water free from injurious amounts of acids, alkalis, oil,
and organic matter.
D., Coloring pigment: Provide pure, ground mineral oxides, non -fading and alkali
proof. Coloring pigments will only be used if mortar mixes do not match historic
mortars.
2.3 MORTAR AND GROUT MIXES
A. Mortar for repointing or setting historic masonry: (Mortar must comply with
ASTM C270)
1. The mortar mix is based on historic documents and research, and is
subject to modification based on new test results of existing mortar:
Provide mortar consisting of:
a. One part lime putty; to
b. Three parts fine, sharp, natural sand measured damp and loose.
C. High quality mortar color for tinting of mortar to match existing,
when so directed by the Architect. Historic mortars obtain their
color from the sand and colors will vary depending on the source.
Mortar color will only be used if color compatible sand sources
cannot be found.
2. Aggregates
Aggregates make up the largest component of mortar. While sand is now
used almost exclusively, other products also served as aggregates in old
buildings.
_._.._... _ .., _
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KEY WEST LIGHTSTATION HISTORIC RESTORATION
a. Sand gives mortar most of its characteristic color and texture.
Historic sand colors may range from white to gray to yellow within a
single sample. Also, because sand often was not screened and graded
as it is today, the size of grains may vary from fine to coarse.
Therefore, in order to match the range of colors and grain sizes in the
original sample, it may be necessary to obtain sand from several
sources and then combine it. Even in a simple, small job, some
coarse -grade sand may have to be added to standard packaged sand,
unless.joints are so fine that the look of the mortar does not play an
important visual role. Natural beach or river sand has rounded edges,.
as seen under a magnifying glass or low -power microscope, Natural
sand provides a better visual match with old mortar and can produce
good plasticity with less water, allowing the mortar to be forced into
the joint more easily and forming a better contact with the old mortar
and the masonry. The sand in repointing mortar must be clean and
match the original'as closely as possible to provide the proper color
without other additives.. Conform to ASTM C-144.
b. Other aggregates in mortar usually make up a very small proportion
of the total. These aggregates, however, can be important in
achieving a good color and texture match. For historic buildings, it is
especially important to identify them in the original mortar and
specify them in the new one, suggesting, if possible, where they may
be obtained. Other materials that may be found in old mortars
include animal hair, clay articles and partially burned lime.
4. Measure the ingredients accurately and proportion by volume.
5.. Mix in an approved, mechanically operated mortar_ mixer for at least
three minutes after all ingredients are in the drum, and at least long
enough to make a thorough, complete intimate mix of the materials.
6:; Discard mortar which is unused 1 hour following the initial mixing.
B. Admixtures: No admixtures will be allowed.
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
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KEY WEST LIGHTSTATION HISTORIC RESTORATION'
A. Examine the areas and conditions under which work of this Section will be
performed. Correct conditions detrimental to timely and proper completion of
the Work. Do no proceed until unsatisfactory conditions are corrected and
specifically approved bythe Architect/Engineer.
3.2 INSTALLATION
A. Wetting of bricks:
1. When being laid, provide brick suction sufficient to hold the mortar and
to absorb water from the mortar and grout.
2. Provide brick sufficiently damp so that mortar will remain plastic enough
to permit the brick to be leveled and plumbed immediately after being
laid without destroying the bond.
B Laying:
1.. Unless otherwise indicated on the Drawings, lay the brick to follow the
f lines, slopes and contours of the existing work to be matched.
2,; Use line blocks whenever possible. When it is absolutely necessary to
use a line pin, fill the
hole immediately after the pin is withdrawn.
3. Use only bricks that are clean and free from dust and other foreign
matter.
4. Lay bond patterns to match the existing adjacent construction unless
otherwise shown on the Drawings. Match existing bond for color and
pattern at repairs.
5.. Bed joints:
a. Bevel all bed joints, sloping toward the center of the wall in such a
manner that the bed joints will be filled when the brick is finally
brought to line.
b. Do not furrow the bed joints.
C. Match all existing bed joints.
6. Where bricks are moved or shifted, remove and lay again in fresh mortar.
7. Immediately remove mortar and grout from areas where they are not
scheduled to be placed.
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KEY WEST LIGHTSTATION HISTORIC RESTORATION
3.3 JOINERY
A. General:
1. Cut out and repoint defective joints where necessary to a minimum of
one inch (1").
2. On all joints exposed to the weather, tool and make smooth, solid, and
watertight. Match existing construction at areas of repair.
3. Use of grinders or other power tools for cutting out of historic mortar
joints is strictly prohibited: Preparation of joints in historic masonry shall
be accomplished using hand tools only.
a:. The Repointing Process
The difference between a good and a poor repointing job is not
always obvious to the unpracticed eye. Merely brushing away the
loose mortar and filling the joint will produce a repointing job that
may look good for several months, but within a few years the
mortar will pop out of the joints. Good preparation of the joint
takes a fair amount of work but is essential to getting a repointing
job to last the 50 to 100 years that it should. It is during
preparation for repointing that the masonry runs the greatest risk
of permanent damage; cleaning out the joint should be done only
by experienced workers using hand tools under the close
supervision of an experienced mason.
Preparing the Joint: All loose, crumbling, powdery, excessively
soft, badly stained or cracked mortar should be raked (cut out) to
a uniform minimum depth and the full width of the joint,
preferably using hand rather than power tools.
Raking: To ensure an adequate bond, the joint should be raked to
a depth equal to between 2 and 2% times the width of the vertical
joint (usually''/: to % inch deep with brick and 1 to 2 inches with
wider stone joints.) Proper depth ensures that there will be
enough surface contact between the mortar and masonry so that
surface adhesion and friction will create a good bond without the
use of special bonding agents. Any loose and deteriorated mortar
beyond this minimum depth should also be taken out. Mortar
should be removed cleanly from the masonry, leaving square
corners and a flat surface at the back of the cut.
HISTORIC MASONRY 04210-7
KEY WEST LIGHTSTATION HISTORIC RESTORATION
Before filling -joints, any bricks or stones that are loose should be
reset. Any pieces of brick that chipped off while chiseling out the
old mortar can be glued back with ceramic glue; stone can be
reattached with epoxy. The joints should be finally cleaned out by
gently flushing with water to remove all loose particles and dust.
At the time of filling, the joints should be damp to prevent the
too -rapid absorption of water from the new mortar, but no
standing water should be present.
Hand versus Power Tools: The best way to remove old mortar is
by hand. using a small -headed chisel, no wider than half the width
of the joint. Although handwork is more time consuming than
using power tools, it presents far less risk of permanently
damaging the brick or stone. If mortar can be removed only with
power tools, it probably should not be removed in the first place.
For the most part, power tools such as circular saws with carbide
t_ blades or pneumatic impact hammers almost always damage the
edges of the masonry units and overcut the ends of joints
(especially the vertical joints in a brick wall). Damage to the brick
or stone not only affects its visual character, but can also lead to
accelerated weather damage.
Provide samples of each type of joint..
B: Joint pattern:
1. All joints shall match the existing adjacent construction.
3.4 REPAIR OF HISTORIC MASONRY
A. Schedule of repairs:
1. Inspect all exterior surfaces to determine and verify the extent of historic
masonry repair and replacement required.
2. Prepare a schedule, for each.exterior elevation and on a room by room
basis, describing the areas requiring repointing, repair, reattachment or
replacement. Address each type of historic masonry material, including
brick, stone, granite and slate. Review the schedule with the Architect
and modify as required, securing the approval of the Architect prior to
HISTORIC MASONRY 04210-5
KEY WEST LIGHTSTATION HISTORIC RESTORATION
commencing any work of this Section.
B,. Repair methods:
1. Type A: Repointing only, matching historic mortar and joint profiles.
exactly.
2. Type B: Removal of brick with surface deterioration; cleaning and re-
installing with the sound face exposed.
3. Type C: Installation of new or historic replacement brick where historic
brick is missing, broken, or too severely deteriorated for re -use.
3.5 POINTING AND CLEANING
A. At the completion of this portion of the Work, Architect will visually inspect the
work of this Section and require pointing or cutting out, and repointing if
necessary, all holes and defective joints at existing, as well as new mortar joints.:
B.. Thoroughly clean all masonry surfaces to be left exposed in the finished Work,
removing all traces of mortar, grout, and foreign matter.
END OF SECTION
HISTORIC MASONRY 04210-9
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SECTION 04500
MASONRY RESTORATION AND CLEANING
(Includes Defoliation and Efflorescence)
PART 1- GENERAL
1.1 DESCRIPTION
A. Work included: Clean and restore the exterior surfaces, as specified herein, and
as needed for a complete and proper installation.
B. Related work:
1. The Work of this Section must comply with all other Sections of these
Specifications.
C. Definitions:
1. "Clean" and/or "restore as used herein, means removal of paint
materials including primers, emulsions, epoxy, enamels, and other
applied materials on existing brick and removal of plant growth and
efflorescence from brick surfaces.
1.2 QUALITY ASSURANCE
A. The work of this project involves a significant historic site. The Key West Lighthouse
is a National Register historic site. All work activities must be undertaken with
sufficient care to protect this historic resource and must be supervised by
personnel who are familiar with the Secretary of Interior's Standards for
Rehabilitation.
B. Use adequate numbers of skilled. workmen who are thoroughly trained and
experienced in the necessary crafts and who are completely familiar with the
specified requirements and the methods needed for proper performance of the
work of this Section. Brick masons and craftsmen who install brick, granite and
mortar; including repointing, will be required to provide evidence of qualifications..
Comply with submittal requirements in 1.3, Submittals, of this Section.
C. All activities which have the potential to disturb subsoils or otherwise disturb
archaeological resources, shall be.monitored by the Own er's.archaeologist. Notify
the Owner at least 72 hours in advance of such activities.
MASONRY RESTORATION AND CLEANING 04500-1
KEY WEST LIGHTSTATION HISTORIC RESTORATION
D; Chemical products coordination:
1. Provide products which are compatible with the surface to be cleaned
and subsequent chemicals.
2. Review other Sections of these Specifications as required, assuring
compatibility of the total coating system for the various substrata.
3. Furnish information on the characteristics of the specific materials to
assure that compatible products and systems are used.
4. Notify the Architect in writing of anticipated problems in using the
specified systems.
1.3 SUBMITTALS
A. Comply with pertinent provisions of Division 1, General Conditions.
B. Product data:
1. Materials list of items proposed to be provided under this Section;
2. Manufacturer's specifications and other data needed to prove
compliance with the specified requirements.
3. Manufacturer's recommended application procedures.
C. Documentation shall include, but not be limited to:
1. Resumes of academic training and employment in the applicable field;
2. Evidence of possession of required licenses and/or business permits; and
3. Evidence of at least three years in the aggregate of on the job experience in
historic preservation projects of a similar nature.
In addition to the documentation required above, provide a minimum of 3
references, one of which is an Owner of a completed project of the
Subcontractor and one of which is an Architect or Engineer for a completed
project. Provide any additional information, including photographs, as
applicable, in order to show historic preservation experience.
For individual craftsmen, 3 references from past employers will be required. The
Architect, under this provision, may waive other requirements of this
Specification Section.
D.: Provide a schedule of repairs identifying all locations and products proposed to the
Architect. Review the schedule on site with the Architect and modify as required.
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KEY WEST LIGHTSTATION HISTORIC RESTORATION
1.4 PRODUCT HANDLING
A. Comply with pertinent provisions of Division 1, General Conditions.
PART 2 - PRODUCTS
2.1 MATERIALS
A., Acceptable materials:
1. Acidic.. Cleaner: Manufacturer's standard strength acidic masonry
restoration cleaner composed of hydrofluoric acid blended with other
acids including trace of phosphoric acid (but no hydrochloric acid) and
combined with special wetting systems and inhibitors.
a. Products: Provide one of the following or equal approved by
Architect:
"Sure Klean Restoration Cleaner", ProSoCo, Inc:
"Diedrich 101 Masonry Restorer", Diedrich Chemicals
2. Chemical Paint Remover: Manufacturer's standard thixotropic/alkaline
formulation for removing paint coatings from masonry.
a. Products: Provide one of the following or equal approved by
Architect:
"DADS — Easy Spray Remover"; Sansher Corporation
"Peel Away 1: Heavy Duty Paint Removal System," Dumond
Chemicals, Inc. (Acceptable -for lead paint abatement.)
"Peel Away 7: Architectural & Industrial Paint & Coatings
Remover," Dumond Chemicals
"Sure Klean Heavy -Duty Paint Stripper"; ProSoCo, Inc.
"Diedrich 505/606/606X Paint Remover"; Diedrich Chemicals.
3;: Liquid Strippable Masking Agent: Manufacturer's standard liquid, film
forming, strippable masking material for protecting glass metal and
MASONRY RESTORATION AND CLEANING 04500-3
KEY WEST LIGHTSTATION HISTORIC RESTORATION
polished stone surfaces from damaging effect of acidic and alkaline
masonry cleaners.
a. Products: Provide one of the following or equal approved by
Architect:
"Sure Klean Acid Stop"; ProSoCo, Inc.
"Diedrich Acid Guard"; Diedrich Chemicals:
4: Defoliant: Manufacturer's standard strength vegetation killer containing
prometon
a. Products: Provide one of the following or equal approved by
Architect:
"Triox" vegetation killer, Chevron Chemical Company
"Roundup" or approved equal
5. Efflorescence Removal: Manufacturer's standard poultice cleaner
containing soda ash, talc and Fullers earth.
a. Products: Provide:
"Standoff Marble Poultice", ProSoCo, Inc.
or equal approved by Architect.
6. Provide drop cloths, sheets, tape, etc. to protect the structure, people
landscaping and surrounding areas.
2.2 APPLICATION EQUIPMENT
A. For application of the approved products, use only such equipment as is
recommended for application by the manufacturer of the particular product and
as indicated.
B,. Prior to use of application equipment, verify that the proposed equipment is
actually compatible with the material to be applied, and that integrity of the
system will not be jeopardized by use of the proposed equipment.
C,. Spray Equipment: Provide equipment for controlled spray application of water
and chemical cleaners, if any, at rates indicated for pressure, measured at spray
tip, and for volume.
MASONRY RESTORATION AND CLEANING 04500-4
KEY WEST LIGHTSTATION HISTORIC RESTORATION
1. For spray application of chemical cleaners provide low-pressure tank or
chemical pump suitable for chemical cleaner indicated, equipped with
cone -shaped spray -tip.
2. For spray application of water provide fan -shaped spray -tip which
disperses water at angle of not less than 15 degrees.
3. For application by brush or roller, provide all equipment required by the
manufacturers printed literature.
2.3 OTHER MATERIALS
A, Provide other materials, not specifically described but required for a complete
and proper installation, as selected by the Contractor subject to the approval of
the Architect.
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A; Examine the areas and conditions under which work of this Section will be..
performed. Correct conditions detrimental to timely and proper completion of
the Work. Do not proceed until unsatisfactory conditions are corrected.
B. Test panels of all chemical systems are required. Minimum size shall be 4' x 8'
and in a location as approved by the Architect.
3.2 MATERIALS PREPARATION
A. General:
1. Mix and prepare materials in strict accordance with the manufacturers'
recommendations for their intended use and as approved by the
Architect.
2. When materials are not in use, store in tightly covered containers.
3. Maintain containers used in storage, mixing, and application of paint in a
clean condition, free from foreign materials and residue.
MASONRY RESTORATION AND CLEANING 04500-5
KEY WEST LIGHTSTATION HISTORIC RESTORATION
3.3 SURFACE PREPARATION
A. General:
1. Perform preparation and cleaning procedures in strict accordance with
the manufacturer's recommendations and as approved by the Architect.
2. Remove removable items which are in place and are not scheduled to
receive cleaning or provide surface applied protection prior to surface
preparation and chemical restoration operations.
3. Following completion of restoration in each space or area, reinstall the
removed items by using workmen who are skilled in the necessary trades.
4. Schedule the cleaning and protect surrounding areas so that
contaminants from the cleaning process will not damage surrounding
areas.
3.4 APPLICATION
A. Safety precautions/personnel: All workmen must be protected by rubber or
polyethylene suits, boots, gloves, face shield and protective head gear. Avoid
contact with eyes and skin. Comply with OSHA regulations and all other
applicable governmental regulations.
B. Safety precautions/adjacent area: Employ all necessary precautions and
coverings to prevent unnecessary damage to the building being restored as well
as surrounding buildings, landscaping, electrical and adjacent items, etc. Avoid
drift as it may injure passersby or damage vehicles.
C. Efflorescence: Remove efflorescence using soft bristle brushes wherever
possible.
D. Poultice application: (When approved by the Architect)
1. Apply the prepared poultice mix to the surface using a plaster trowel or
airless spray equipment. Uniformly apply a 1/4" thick coating.
2. Using a light polyethylene film or other moisture resistant material, cover
the area treated with Stand Off Marble Poultice. Press poly film against
poultice - it will cling to the surface. Tape or otherwise seal off edges of
the poly film.
3. Allow poultice (covered with film) to remain on the surface for 12 to 24
hours.
4. Remove protective film. Scrape off poultice. Wash the surface
MASONRY RESTORATION AND CLEANING 04500-6
KEY WEST LIGHTSTATION HISTORIC RESTORATION
thoroughly with fresh water, using a sponge or cloth.
5:: Repeat poultice procedures where necessary.
E: Defoliant: Apply with a sprinkling can or pump spray to plant growth on brick
and in mortar joints. Reapply after 3 days if needed. Completely remove all
dead vegetation from brick surfaces and mortar joints.
F. Preparatory work:
1. Masonry Restorer - Typical areas of all surfaces that will be contacted
during chemical treatment should be thoroughly tested before beginning.
2. Paint Remover - Provide a test patch to check the action and timing of
the remover. (Additional applications may be required on heavy
accumulations.)
3. Efflorescence - Provide a test patch to check the effectiveness of poultice
and compatibility with historic brick and mortar. Hand brush all surfaces
with a soft bristle brush prior to application of poultice. (Additional
applications may be required on heavy accumulations.)
4. Methods/Application: Strictly adhere to the manufacturers printed
instructions subject to the approval of the Architect/Engineer.
END OF SECTION
MASONRY RESTORATION AND CLEANING 04500-7
KEY WEST LIGHTSTATION HISTORIC RESTORATION
SECTION 04510
EPDXY ADHESIVE PRESSURE INJECTION OF MASONRY CRACKS
(including Concrete Repairs)
PART 1- GENERAL
1.1 USE OF PRODUCTS
A. Epoxy injection will only be used when other methods of repair will not
adequately weatherproof cracks in concrete and masonry.
B.: Epoxy injection will only be used when authorized in advance by the Architect.
Costs for this work will be reviewed on a case -by -case basis.
1.2 DESCRIPTION
A. The Contractor or his subcontractor shall furnish all materials, tools, equipment,
appliances, transportation,. labor and supervision required to repair cracks by the
injection of an epoxy resin adhesive.
1.3 QUALITY ASSURANCE
A. Applicator's qualifications: Epoxy injection shall be performed by an applicator
certified by the manufacturer.
B. Workmen's qualifications: Contractor's/Subcontractor's workmen engaged in the
epoxy injection process shall have satisfactorily completed a program of
instruction in the methods of restoring structures, utilizing the specific epoxy
masonry injection process indicated. Submit qualifications of personnel for
approval.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Epoxy resin adhesive for pressure injection shall comply wit ASTM C881, Type lw
EPDXY ADHESIVE PRESSURE INJECTION OF MASONRY CRACKS
INCLUDING CONCRETE REPAIRS O4510-1
KEY WEST LIGHTSTATION HISTORIC RESTORATION
2.2 PROPERTIES OF THE CURED ADHESIVE
A. When cured for 7 days @ 77 +/- 3 degrees F, unless otherwise specified, shall be:
Specifications
Test Method
Requirements
Ultimate Tensile
Strength, psi
ASTM D638
8,000 minimum
Tensile Elongation
at Break, %
ASTM D638
4 maximum
Flexural Strength, psi
ASTM D790
10,000 maximum
Compressive Yield
Strength, psi
ASTM D6952
15,000 maximum
Compressive Module, psi
ASTM D6952
4.0 x 105 min
Heat Deflection
Temperature
ASTM D6482
130 deg F min
Cured 28 days @
77 +/- 3 deg F
135 deg F min
Cured 3 days @
40 +/- 3 deg F
wet/wet concrete 3,500 psi min
2.3 SURFACE SEAL
A.. Description: The surface seal material is that material used to confine the
injection adhesive in the fissure during injection and cure.
B. Properties: The surface seal material shall have adequate strength to hold
.injection fittings firmly in place and to resist injection pressures adequately to
prevent leakage during injection.
2.4 EQUIPMENT FOR INJECTION
A. Type. The equipment used to meter and mix the two injection adhesive
EPDXY ADHESIVE PRESSURE INJECTION OF MASONRY CRACKS
INCLUDING CONCRETE REPAIRS O4S10-2
KEY WEST LIGHTSTATION HISTORIC RESTORATION
components and inject the mixed adhesive into the crack shall be portable,
positive displacement type pumps with interlock to provide positive ratio control
of exact proportions of the two components at the nozzle. The pumps shall be
electric or air powered and shall provide in -line metering and mixing.
B.. Discharge. Pressure. The injection equipment shall have automatic pressure
control capable of discharging the mixed adhesive at.any preset pressure up to
160 +/- 5 psi and shall be equipped with a manual pressure control override.
C., Ratio Tolerance. The equipment shall have the capability of maintaining the
volume ratio for the injection adhesive prescribed by the manufacturer of the
adhesive within a tolerance of +/- 5% by volume at any discharge pressure up to
160 psi.
D. Automatic Shut -Off Control. The injection equipment shall be quipped with
sensors on both the component A and B reservoirs that will automatically stop
the machine when only one component is being pumped to the mixing head.
2.5 PREPARATION
A. Surfaces adjacent to cracks or other areas of application shall be cleaned of dirt,
dust, grease, oil, efflorescence or other foreign matter detrimental
to bond of epoxy injection surface seal system. Acids and corrosives shall not be
permitted for cleaning.
B; Entry ports shall be provided along the crack at intervals of not less than the
thickness of the masonry at that location.
C. Surface seal material shall be applied to the face of the crack between the entry
points. For through cracks, surface seal shall be applied to both faces.
D. Enough time for the surface seal material to gain adequate strength shall pass
- before proceeding with the injection.
2.6 EPDXY INJECTION
A. Injection of epoxy adhesive shall begin at lower entry point and continue until.
there is an appearance of epoxy adhesive at the next entry port adjacent to the
entry port being pumped.
EPDXY ADHESIVE PRESSURE INJECTION OF MASONRY CRACKS
INCLUDING CONCRETE REPAIRS O4S10-3 ti -
KEY WEST LIGHTSTATION HISTORIC RESTORATION
B. When epoxy adhesive travel is indicated by appearance at the next adjacent
port, injection shall be discontinued on the entry port being pumped, and epoxy
injection shall be transferred to next adjacent port.
C. Perform epoxy adhesive injection continuously until cracks are completely filled.
D. If port to port travel of epoxy adhesive is not indicated, the work shall
immediately be stopped and the Engineer notified.
2.7 FINISHING
When cracks are completely filled, epoxy adhesive shall be cured for sufficient
time to allow removal of surface seal without any draining or runback of epoxy
material from cracks.
B. Surface seal material and injection adhesive runs or spills shall be removed from
all surfaces.
C. The face of the crack shall be finished flush to the adjacent masonry showing no
indentations or protrusions caused by the placement of entry ports.
2.8 FIELD QUALITY CONTROL
A. Maintain and make available to the Architect/Engineer a daily log showing
quantity used and pressure of all injections, along with lineal footage injected.,
2.9 PROOF OF RATION AND PRESSURE TEST
A. At all times during the course of the work the Contractor shallkeep complete
and accurate records available to the Engineer of the pressure and ratio tests
specified above.
B. In addition, the Engineer at any time, without prior notification of the
Contractor, may require the Contractor to conduct the tests specified above in
the presence of the Engineer.
END OF SECTION
EPDXY ADHESIVE PRESSURE INJECTION OF MASONRY CRACKS
INCLUDING CONCRETE REPAIRS O4510-4
KEY WEST LIGHTSTATION HISTORIC RESTORATION
SECTION 05550
METAL FABRICATION OF HISTORIC REPLICATIONS
PART 1- GENERAL
1.1 DESCRIPTION
A. Work included: Provide custom fabricated cast and wrought iron components,
where shown on the Drawings, as specified herein, and as needed for a complete
and proper installation.
B, Provide miscellaneous metal work shown on the Drawings, as specified herein,
and as needed for a complete and proper installation.
C, Related work:
1. Documents affecting work of this Section include, but are not necessarily
limited to, General Conditions, Supplementary Conditions, and Sections
in Division 1 of these Specifications.
1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and
experienced in historic preservation and metal smithing and the necessary crafts,
and who are completely familiar with the specified requirements and the
methods needed for proper performance of the work of this Section.
B. All subcontractors, artisans and craftsmen will be required to meet the
requirements of section 05500-1.3.B.
C. Perform shop and/or field welding required in connection with the work of this
Section in strict accordance with pertinent recommendations of -the American
Welding Society.
D. QUALITY ASSURANCE FOR CASTINGS
1. Castings shall be uniform in quality and condition, sound, free from
METAL FABRICATIONS 05500-1
KEY WEST LIGHTSTATION HISTORIC RESTORATION
.foreign materials, and from internal and external imperfections
detrimental to the use of the part.
2. Dimensional tolerances shall be within limits established on the drawings,
or to match existing components to be replicated. Tolerances not
specified shall be within industry standard practice for type of work
involved.
3. Shop Inspection and Preassembly: Castings shall be checked in the shop
to assure dimensional tolerances and proper alignment of radii, bolt
holes, flanges and joints. Unsatisfactory alignments shall be reported to
the Architect before machining or further castings are produced. The
entire lantern section is to be assembled in the shop to assure proper fit
and alignment. Portions of the lantern may be shipped preassembled in
as large a section as the fabricator feels is practical.
4. Finishes: All castings shall be furnished with a commercial quality finish.
All fins and gates shall be removed in such a manner that no further
processing is necessary unless otherwise specified.
51. Repairs: Castings shall not be repaired by plugging, welding, or other
methods without written permission of the Architect.
1.3 SUBMITTALS
A. Comply with pertinent provisions of Division 1, General Conditions.:
Be Submit qualifications, resumes and experience on similar projects, along with
project profiles. . Documentation shall include, but not be limited to:
1. Resumes of academic training and, employment in the applicable field;
2. Evidence of possession of required licenses and/or business permits; and
3. Evidence of at least three years in the aggregate of on the job experience
in historic preservation projects of a similar nature.
In addition to the documentation required above, provide a minimum of 3
references, one of which is an Owner of a completed project of the
Subcontractor and one of which is an Architect or Engineer for a completed
project. Provide any additional information, including photographs, as
applicable, in order to show historic preservation experience.
For individual craftsmen, 3 references from past employers will be required,
The Architect, under this provision, may waive other requirements of this
Specification Section.
METAL FABRICATIONS OSS00-2
KEY WEST LIGHTSTATION HISTORIC RESTORATION
1.4 PRODUCT HANDLING
A. Comply with pertinent provisions of Section 01640.
PART 2 - PRODUCTS
2.1 CASTINGS AND FABRICATIONS:
A. Provide custom fabricated wrought and/or cast iron components for windows,
doors, stairs, railings, plates, etc. of the dimensions, types and arrangements
shown on the Drawings. Glaze in accordance with pertinent provisions of
Section 08800 of these Specifications, using the types of glass shown on the
Drawings when required.
B:, Acceptable Manufacturers:
1. Pre -qualified metalsmiths and foundries with a minimum of three (3) years
aggregate experience on similar historic preservation projects.
C.. Finish: Except as otherwise provided by the Architect, provide painted finish on
exposed surfaces, using color or colors selected by the Architect and/or matching
the Munsell notations in these documents.
2.2 MATERIALS
A. All castings shown on the drawings and to be fabricated under this section, shall
conform to the latest revision of the following ASTM Standard Specifications:
1. Ductile Iron.- ASTM A 536, Grade 65-45-12.
2. Gray Iron - ASTM A 48, Grade 30 A.
B. Patterns: Provide patterns of suitably durable materials to produce the required
accuracy and quantity of castings shown on the drawings.
2.3 SHOP PAINT
METAL FABRICATIONS 0S500-3
KEY WEST LIGHTSTATION HISTORIC RESTORATION
A. Inorganic zinc primer: Use "10-99 Tnemec Primer" or "Rustoleum Number 5769
Primer."
B.. For repair of galvanizing, use a high zinc -dust content paint complying with MIL-P-
21035.
2.4 FABRICATION
A. Except as otherwise shown on the Drawings or the approved Shop Drawings, use
materials of size, thickness, and type required to produce reasonable strength and
durability in the work of this Section.
B. Fabricate with accurate angles and surfaces which are true to the required lines
and levels, grinding exposed welds smooth and flush, forming. exposed
connections with hairline joints, and using concealed fasteners wherever possible.
C. Priorto shop painting or priming, properly clean metal surfaces as required forthe
applied finish and for the proposed use of the item.
D. On surfaces inaccessible after assembly or erection, apply two coats of the
specified primer. Change color of second. coat to distinguish it from the first. .
E. All field welded repairs and filling of existing members shall be performed using a.
magnesium inert gas welding method.
2.5 OTHER MATERIALS
A,;. Provide other materials, not specifically described but required for a complete and
proper installation, as selected by the Contractor subject to the approval of the
Architect. All required fasteners shall be type 307 Stainless Steel.
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this Section will be
METAL FABRICATIONS 05500-4
KEY WEST LIGHTSTATION HISTORIC RESTORATION
performed. Correct conditions detrimental to timely and proper completion of
the Work. Do not proceed until unsatisfactory conditions are corrected.
3.2 FABRICATION
A. Where welding is required, use a magnesium inert gas (M.I.G.) Welding method,
grinding all welds smooth.
B, Remove all rust and scale immediately. Paint with an inorganic zinc primer.
3.3 INSTALLATION
A. General:
1. Set work accurately into position, plumb, level, true, and free form rack.
2. Anchor firmly into position.
3. Where field welding is required, comply with AWS recommended
procedures of manual -shielded metal -arc welding for appearance and
quality of weld and for methods to be used in correcting welding work.
4.._ Grind exposed welds smooth, and touch-up shop prime coats.
5:. Do not cut, weld, or abrade surfaces which have been hot -dip galvanized
after fabrication and which are intended for bolted or screwed field
connections.
B. Install materials and systems in accordance with manufacturer's instructions and
approved submittals. Install materials and systems in proper relation with
adjacent construction and with uniform appearance. Co-ordinate with work of
other sections.
C. Restore damaged finishes and test for proper operation. Clean and protect work
from damage.
END OF SECTION
..........
METAL FABRICATIONS 05500-5
KEY WEST LIGHTSTATION HISTORIC RESTORATION
SECTION 05600
METAL RESTORATION
PART 1- GENERAL
1.1 DESCRIPTION
A. Work included: Clean and restore the exterior and interior exposed surfaces, as
specified herein, and as needed for a complete and proper installation.
B. Related work:
1. Documents affecting work of this Section include, but are not necessarily
limited to, General Conditions, Supplementary Conditions, and Sections in
Division 1 of these Specifications.
2. Section 05500 Metal Fabrications these Specifications.
C. Definitions:
1.: "Clean" and/or "restore" as used herein, means removal of rust, scale and
paint materials including primers, emulsions, epoxy, enamels, and other .
applied materials on existing metal surfaces, fabrication and installation of
new metal and repair of existing metal by filling with new metal.
1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and
experienced in the necessary crafts and who are completely familiar with the
specified requirements and the methods.needed for proper performance of the
work of this Section.
B.. Chemical products coordination:
1. Provide products which- are compatible with the surface to be cleaned and
subsequent chemicals.
2. Review other Sections of these Specifications as required, assuring
compatibility of the total coating system for the various substrata.
3. Furnish information on the characteristics of the specific materials to
METAL RESTORATION 05600-1
KEY WEST LIGHTSTATION HISTORIC RESTORATION
assure that compatible products and systems are used.
4.. Notify the Architect in writing .of anticipated problems in using the
specified systems.
5,. Test panels and qualifications of applicators will be required.
1.3 SUBMITTALS
A. Comply with pertinent provisions of Section 01301
B. Product data: Within 35 calendar days after the Contractor has received the
Owner's Notice to Proceed submit:
1. Materials list of items proposed to be provided under this Section;
2. Manufacturer's specifications and other data needed to prove compliance
with the specified requirements.
1.4 PRODUCT HANDLING
A. Comply with pertinent provisions of Section 01640.
PART 2 - PRODUCTS.
2.1 MATERIALS
A... Acceptable materials:
1. Acidic Cleaner: Manufacturer's standard strength acidic masonry
restoration cleaner composed of hydrofluoric acid blended with other
acids.includingtrace of phosphoric acid and combined with special wetting
systems and inhibitors.
a. Products: Subject to Architect/Engineer approval of on -site test
panels, provide one of the following:
"Sure Kiean Restoration Cleaner", ProSoCo, Inc.
"Diedrich 101 Masonry/Metal, Restorer", Diedrich Chemicals
2.. Chemical Paint Remover: Manufacturer's standard thixotropic/alkaline
formulation for removing paint coatings from masonry.
a. Products: Subject to compliance with requirements, provide one
METAL RESTORATION 05600-2
KEY WEST LIGHTSTATION HISTORIC RESTORATION
of the following:
"No. 859 Paint Stripper", ProSoCo, Inc
"Diedrich Acid Guard", Diedrich Chemials
"Sure Klean Heavy -Duty Paint Stripper", ProSoCo, Inc.
"Diedrich 505/606/606X Paint Remover", Diedrich Chemicals
3.. Liquid Strippable Masking Agent: Manufacturer's standard liquid, film
forming, strippable masking material for protecting glass, metal and
polished stone surfaces from damaging effect of acidic and alkaline
masonry cleaners.
a. Products: Subject to compliance with requirements, provide one
of the following:
"Sure Klean Acid Stop", ProSoCo, Inc:
4. Provide drop cloths, sheets, tape, etc. to protect the structure, people and
surrounding areas.
5. Magnesium inert gas welding of members to be repaired in place;
6. Under special circumstances, sandblasting of metals will be permitted
upon prior approval by the Architect. Protect all adjacent historic
materials.
2.2 APPLICATION EQUIPMENT
A:. For application of the approved products, use only such equipment as is
recommended for application by the manufacturer of the particular product and
as approved by the Architect.
B. Prior to use of application equipment, verify that the proposed equipment is
actually compatible with the material to be applied, and that integrity of the
system will not be jeopardized by use of the proposed equipment.
METAL RESTORATION 05600-3
KEY WEST LIGHTSTATION HISTORIC RESTORATION
C. Sprav Equipment: Provide equipment for controlled spray application of water
and chemical cleaners, if any, at rates indicated for pressure, measured at spray
tip, and for volume.
D. Limitations: Use of pressure spray applications on the interior above watch
room floor will not be allowed.
1. For spray application of chemical cleaners provide low-pressure tank or
chemical pump suitable for chemical cleaner indicated, equipped with
cone -shaped spray tip.
2. For spray application of water provide fan -shaped spray tip which
disperses water at angle of not less than 15 degrees nor more than 35
degrees.
3. For application by brush or roller provide all equipment required by the
manufacturers' printed literature.
OTHER MATERIAL
A,: Provide other materials, not specifically described but required for a complete and
proper installation, as selected by the Contractor subject to the approval of the
Architect.
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A., Examine the areas and conditions under which work of this Section will be
performed. Correct conditions detrimental to timely and proper completion of
the Work. Do not proceed until unsatisfactory conditions are corrected.
B. Test panels of all chemical systems are required..
C. Test panels of M.I.G welded repairs are required...
A. Test panels of sandblasting for various mediums are required.:
3.2 MATERIALS PREPARATION
METAL RESTORATION 05600-4
KEY WEST LIGHTSTATION HISTORIC RESTORATION
A. General:
1. Mix and prepare materials in strict accordance with the manufacturers'
recommendations as approved by the Architect.
2. When materials are not in use, store in tightly covered containers.
3. Maintain containers used in storage, mixing, and application of paint in a
clean condition, free from foreign materials and residue.
3.3 SURFACE PREPARATION
A. General:
1. Perform preparation and cleaning procedures in strict accordance with the
manufacturers' recommendations as approved by the Architect.
2. Remove removable items which are in place and are not scheduled to
receive cleaning or provide surface applied protection priorto surface
preparation and chemical restoration operations.
3. Following completion of restoration in. each space or area, reinstall the
removed items by using workmen who are skilled in the necessary trades.
4: Schedule the cleaning and protect surrounding areas so that contaminants
from the cleaning process will not damage surrounding areas.
5. Remove all loose rust and scale by hand scraping and wire brushing to base
metal prior to welding repairs.
6. Grind all welds smooth to the shape and form of the original member.
3.4 APPLICATION
A. Safety. precautions/personnel: All workmen must be protected by rubber or
polyethylene suits, boots, gloves, face shield and protective head gear. Avoid
contact with eyes and skin.
B. Safety precautions/adjacent area: Employ all necessary precautions and
coverings to prevent unnecessary damage to the building being restored as well
as surrounding buildings, landscaping, electrical and adjacent items, etc. Avoid
drift as it may injure passerby or damage vehicles.
METAL RESTORATION OS600-5
KEY WEST LIGHTSTATION HISTORIC RESTORATION
C. Pressure rinsing of stripper: Use 400 psi maximum pressure applied from a 35
degree maximum fan tip. Hold the tip at a distance from the surface to produce
a 5" to 6" wide swath. Do not hold the tip any closer than this distance.
D;: Preparatory work: .
1. Masonry/Metal Restorer: Typical areas of all surfaces that will be
contacted during chemical treatment should be thoroughly tested before
beginning..
2. Paint Remover: Provide a test patch to check the action and timing of
the remover. (Additional applications may be. required on heavy
accumulations.) Test different dwell times.
E. Methods/Application: Strictly adhere to the manufacturers' printed instructions
subject to the approval of the Architect/Engineer..
END OF SECTION
METAL RESTORATION' 05600-6
KEY WEST LIGHTSTATION HISTORIC RESTORATION
SECTION 06100
ROUGH CARPENTRY
PART 1- GENERAL
1.1 DESCRIPTION
A. Work included: Provide wood, nails, bolts, screws, framing anchors and other
rough hardware, and other items needed, and perform rough carpentry for the
construction shown on the Drawings, as specified herein, and as needed for a
complete and proper installation.
B. Related work:
1. Documents affecting work of this Section include, but are not necessarily
limited to, General Conditions, Supplementary Conditions, and Sections
in. Division 1 of these Specifications.
1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and
experienced in the necessary crafts and who are completely familiar with the
specified requirements and the methods needed for proper performance of the
work of this Section.
B. Codes and standards:
1. In addition to complying with the pertinent codes and regulations of
governmental agencies having jurisdiction, unless otherwise specifically
directed or permitted by the Architect comply with:
a. "Product Use Manual" of the Western Wood Products Association
for selection and use of products included in that manual;
b. "Plywood Specification and Grade Guide" of the American
Plywood Association;
C. "Standard Specifications for Grades of California Redwood
Lumber" of the Redwood Inspection Bureau for Redwood, when
used.
ROUGH CARPENTRY
06100-1
KEY WEST LIGHTSTATION HISTORIC RESTORATION
1.3 PRODUCT HANDLING
A. Comply with pertinent provisions of Section 01640.
B. Protection:
1. Deliver the materials to the job site and store, in a safe area, out of the
way of traffic, and shored. up off the ground surface.
2. Identify framing lumber as to grades, and store each grade separately
from other grades.
3. Protect metals with adequate waterproof outer wrapping.
4. Use extreme care in off loading of lumber to prevent damage, splitting,
and breaking of materials.
PART 2 - PRODUCTS
2.1 GRADE STAMPS
A. Identify framing lumber by the grade stamp of the West Coast Lumber
Inspection Bureau, or such other grade stamp as is approved in advance by the
Architect.
B. Identify plywood as to species, grade, and glue type by the stamp of the
American Plywood Association.
C. Identify other materials of this Section by the appropriate stamp of the agency
approved in advance by the Architect.
2.2 MATERIALS
A. Provide materials in the quantities needed for the Work shown on the drawings,
and meeting or exceeding the following standards of quality
1. Horizontal framing members: Douglas Fir -Hemlock, Table 1, No. 1
dense, pressure treated.
2. Plates and vertical framing members: Southern Yellow Pine, Table 1,
Standard grade, pressure treated.
3. Sheathing: Provide solid board sheathing, Southern Yellow Pine, Table
ROUGH CARPENTRY 06100-2
KEY WEST LIGHTSTATION HISTORIC RESTORATION
1, Standard grade, pressure treated. Mill to match existing sheathing or
as detailed on the Drawings.
4,: Wood preservative: Ammoniacal copper arsenite, or 5% solution of
pentachlorophenol, or alkaline copper quat (ACQ) arsenic free.
5;: Rough hardware:
a. Steel items:
(1) Comply with ASTM A7 or ASTM A36.
(2) Use hot dipped galvanized or stainless steel at all
locations.
b. Machine bolts: Comply with ASTM A307.
C. Lag bolts: Comply with Fed Spec FF-B-561.
d. Nails:
(1) Use common except as otherwise noted.
(2) Comply with Fed Spec FF-N-1.
(3) Use hot dipped galvanized or stainless steel at all
locations.
e. Joist hangers: Simpson, Teco, or equal as approved by the
Architect, hot dipped galvanized, or stainless steel.
2.3 WOOD REPAIR AND RESTORATION
A. For patching of rotted wood, use Abitron Wood Epox repair system.
2.4 OTHER MATERIALS
A. Provide other materials, not specifically described but required for a complete
and proper installation, as selected by the Contractor subject to the approval of
the Architect.
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this Section will be
performed. Correct conditions detrimental to timely and. proper completion of
ROUGH CARPENTRY 06100-3
KEY WEST LIGHTSTATION HISTORIC RESTORATION
the Work. Do not proceed until unsatisfactory conditions are corrected.
3.2 DELIVERIES
A. Stockpile materials sufficiently in advance of need to assure their availability in a
timely manner for this Work.
B: Make as many trips to the job site as are needed to deliver materials of this
Section in a timely manner to ensure orderly progress of the Work.
3.3 COMPLIANCE
A. Do not permit materials not complying with the provisions of this Section to be
brought onto or to be stored at the job site.
B. Promptly remove non -complying materials from the job site and replace with
materials meeting the requirements of this Section.
3.4 WORKMANSHIP
A. Produce joints which are tight, true, and well nailed, with members assembled in
accordance with the Drawings and with pertinent codes and regulations.
B. Selection of lumber pieces:
1. Carefully select the members.
2. Select individual pieces so that knots and obvious defects will not
interfere with placing bolts or proper nailing, and will allow making.of
proper connections.
3. Cut out and discard defects which render a piece unable to serve its
intended function.
4. Lumber may be rejected by the Architect, whether or not it has been
installed, for excessive warp, twist, bow, crook, mildew, fungus, or mold,
as well as for improper cutting and fitting.
C. Do not shim any framing component.
ROUGH CARPENTRY 06100-4
KEY WEST LIGHTSTATION HISTORIC RESTORATION
3.5 GENERAL FRAMING
A, General
1. In addition to framing operations normal to the fabrication and erection
indicated on the drawings, install wood blocking and backing required for
the work of other trades.
2. Set horizontal and sloped members with crown up.
3. Do not notch, cut, or bore members for pipes, ducts, or conduits, or for
other reasons except as shown on the Drawings or as specifically
approved in advance by the Architect.
4. Where new members replace existing, and will be exposed to view, mill
and dress to match existing members as to size and texture.
5. Isolate ACQ arsenic free lumber from metal framing that is not hot dip
galvanized or stainless steel. Use Kraft paper, building felt, 6 mil paint
or other Architect approved methods.
B. Bearings:
1. Make bearings full unless otherwise indicated on the Drawings.
2. Finish bearing surfaces on which structural members are to rest so as to
give sure and even support.
3. Where framing members slope, cut or notch the ends as required to give
uniform bearing surface.
3.6 BLOCKING AND BRIDGING
A. Install blocking as required to support items of finish and to cut off concealed
draft openings, both vertical and horizontal, between ceiling and floor areas.
B.. Bridging:
1. Install wood cross bridging (not less than 2" x 3" nominal), metal cross
bridging of equal strength, or solid blocking between joists where the
span exceeds V -0.
2. Provide maximum distance of 8"-0" between a line of bridging and a
bearing.
3. Cross bridging may be omitted for roof and ceiling joists where .the
omission is permitted by code, except where otherwise indicated on the
Drawings.
ROUGH CARPENTRY 06100-5
KEY WEST LIGHTSTATION HISTORIC RESTORATION
4. Install solid blocking between joists at points of support and wherever
sheathing is discontinuous. Blocking maybe omitted where joists are
supported on metal hangers.
3.7 ALIGNMENT
A.- On framing members to receive a finished surface, align the finish subsurface to
vary not more than 1/8" from the plane of surfaces of adjacent furring and
framing members.
3.9 : FASTENINGS
A. Nailing:
1. Use only common wire nails or spikes of the dimension shown on the
Nailing Schedule; except where otherwise specifically noted on the
Drawings.
2. For conditions not covered in the Nailing. Schedule provide penetration
into the piece receiving the point of not less than 1/2 the length of the
nail or spike, provided, however, that 16d nails may be used to connect
two pieces of 2" (nominal) thickness.
3. Nail without splitting wood.
4. Prebore as required.
5. Remove split members and replace with members complying with the
specified requirements.
B. Bolting:
1. Drill holes 1/16" larger in diameter than the bolts being used.
2. Drill straight and true from one side only.
3. Do not bear bolt threads on wood, but use washers under head and nut
where both bear on wood, and use washers under all nuts.
C. Screws:,
1., For lag screws and wood screws, pre -bore holes same diameter as root of
threads, enlarging holes to shank diameter for length of shank.
END OF SECTION
ROUGH CARPENTRY 06100-6
Deep penetrating wood consolidant that regenerates and
waterproofs rotted, dried -out, or spongy wood. Restores struc-
tural strength and durability to wood fibers. With LiquidWood, a
piece of deteriorated wood that could crumbleunder finger
pressure can be impregnated and restored to a rigid; durAti-
water and weather resistant woad superior to th'e: original. The:
hardened mass can be sawed, planed, routed;:.r arved drilfod
nailed, sanded, glued, and painted. LiquidWood is also a primer
for WoodEpox.
Uses: LiquidWood is ideal for regenerating and water-
proofing rotted, dried -out or spongy window sills, thresholds,
window and door frames, columns, stair steps, balustrades,
floors, capitals, moldings, doors, shutters, indoor and outdoor
furniture, archaeological and art restoration, boats, and millwork
of all kinds.
Features & Benefits: LiquidWood has exceptional
adhesion, structural strength, versatility, permanence, dimen-
sional stability, and water resistance. LiquidWood A and B are
easy to use, are 100% reactive compounds, and contain no
VOC's or noxious odors.
Technical Characteristics: Contents: LiquidWood
consists of 2 clear, epoxy liquids: resin (A) and hardener (B).
When A and B are mixed together in equal volumes, by simple
stirring, a blend is formed with unique properties to impregnate
and restore wood and other porous masses. Application: pour or
brush on the wood where it penetrates the fibers and hardens
into a water-resistant, distortion -free, high -strength mass in hours
or minutes. 100% solids. 1/1 ratio. 30 minute pot life.
Kg/cm2
Mpa
Psi
Tensile Strength
103
10.1
1460
Compressive Strength
366
36
5210
Flexural Strength
63 1
6.2
` 900
Hardness Shore D
42
Elongation
84%
Shrink-Erne°adhesive putty Wood replacement compoond that.cart be
used in, any thickness in stritctur� l and dhcoratfve applications to
r€�p[acq, repair, extend, or fill wood and rather Materials,
Wes lr bod, Epox is ideal for repairing,; replacing, or'addrn to
wood: and meant rigid surfaces, as well as to dried out', rotted"°or'spongy
woad consclid, with "cq JdWood. Ose on �vit d6wsills, threshold ,
window and.;d€�or :frames, columns; stair steps, .I alustra.des, floors
c pitals, moldings, doors,. shutters, iri"dooir and'outdoar furniture;
statues,: ar..ch. aeologi.cal- and art restoration'..
Features°A Benefits. WOodEpox bonds permanently with high
strength to most surfaces it fills tracks, Miles, geld void"s of any size
without"thp"shrinl<irlg aril crumbl'r'ng of"ccimrnon•wood"fillers,.l.t;can,
replace:or add.; missing or, new sectfdns Jn.-.window frames and` -silts;
furniture, °soulo.turest: structural and..decorative compoen r ts,. indoors
and outdoors. Because of its stren th and durability, it is;a truly perrnay
vent solution where.alte,matives would.surely fail..
WooclEpox succeeds because it can be; f aimed' stained, wood -grained,
sawed, nailed; planed,"sandedr curved, and machined like"wood. Can
be cast into shies and sculpted by hand before hardening. Jt can alsi
be carved after ardenirtg.. htands:equally"wtll to ceram c-s, concrete„
metal, glass, fiberglass; and rnost frigid �surfaees- Contains.no VOC's or
noxious odors: It has a light, neutral .color that`c1n be changed;, while
mixirig with stains; dyes, or pigments...Naas=a no.Awrnp paste consis-
tency that allows. it to be applied like a putty to fill gaps,, holes;. or to
buildup-irtually:any thickness and shape;
Technical Characteristics: Contents: WoodEpox is a light-
weii ht epoxy, adhesive system of 2..components, resin paste.
iAl. acid hardener paste. (B When A;and B are:mind in equal v61urimes .,
the blend hardens within"1°-2 hours into; a kgWvveight .non -shrinking;
tc��i h adhesive mass with "high ditnensiprial stability, 6ernkal, water;
heat and weather resistance, 100%sol ds. 1,11, ratio, 2 . rn ute pot life..
Kg/cml
Mpa
Psi
Tensile Strength
176
17.51
1 2500
Compressive Strength
389.8
37.92
23O0-2800
Hardness Shore D
53-55
Elongation
4%
AbosolvTm: Solvent for LiquidWood. Use for thinning LiquidWood and cleaning up.
Abocure 7912-1Tm: Cold weather hardener for use with LiquidWood (A) that can be applied in sub -freezing
weather with excellent results. When combined with LiquidWood (A), Abocure 7912-1 permits LiquidWood to
harden overnight, even in subfreezing weather conditions. Recommended for exterior use only.
Abocure 8512-1TM: Paste -like cold weather hardener for use with WoodEpox (A). It can be applied in
sub -freezing weather with excellent results. When combined with WoodEpox (A), Abocure 8512-1 permits
WoodEpox to harden without an external heat source. Recommended for exterior use only.
Pigments: A variety of pigments that can be blended into WoodEpox while mixing uniformly to match wood
tones. One or more can be blended to create depth of color and varying tones. Pigments include (from left to
right): Dark Brown, Brick Red, Dark Yellow and Black.
ClearstripT"': Environmentally friendly paint remover designed to remove multiple layers in one action;
Will not mar normal wood patina. It is biodegradable, nonflammable and very low odor. Contains no
caustic or methylene chloride. Can be used on most varieties of paints and varnishes.
For a complete description of ABATRON's products and accessories related to wood restoration visit the
company's website below or call for a free catalog.
Follow These Simple Instructions:
1. Apply to clean and dry surface after removing contaminants, oil, grease,
wax, old paint and debris.
2. Mix a volume of LiquidWood A with an equal volume of LiquidWood B for
at least one minute with blade or paddle.
4 , 3. Apply LiquidWood mix to deteriorated wood by brushing, pouring or
injecting.
4. For deeper penetration into wood, drill small holes through side grain and
. , across end grain, and pour LiquidWood into holes. Repeat process until wood
is saturated.
5. Mix thoroughly a volume of WoodEpox A with an equal volume of
WoodEpox B.
6. Apply WoodEpox to wood primed with LiquidWood while LiquidWood is
still "tacky" to fill cracks, holes and replace missing wood.
7. Sand, plane, shape, paint and stain
restored wood as desired.
a ...
� 4 g
BATRON 5501 95 th Ave.. z e rtxt r
Kenosha, WI 53144
iOtGF9iI�;J��lii
800-445-1754 w A � �
www.abatron.com
info@abatron.com
a -::� I'U2801JABATRON CORP.
KEY WEST LIGHTSTATION HISTORIC RESTORATION
SECTION 06200
FINISH CARPENTRY
PART 1- GENERAL
1.1 DESCRIPTION
A. Work included: Install wood, nails, screws, and other items as needed, and
perform finish carpentry for the construction shown on the Drawings, as
specified herein, and as need for a complete and proper installation.
B, Related work:
1. Documents affecting work of this Section include, but are not necessarily
limited to, General Conditions, Supplementary Conditions, and Sections
in Division 1 of these Specifications.
1.2 QUALITY ASSURANCE
A- Use adequate numbers of skilled workmen who are thoroughly trained and
experienced in the necessary crafts and who are completely familiar with the
specified requirements and the methods needed for proper performance of the
work of this Section.
1.3 PRODUCT HANDLING
A. Comply with pertinent provisions of Section 01640,:
PART 2 - PRODUCTS
2.1 GRADE STAMPS
X Identify lumber by the grade stamp of the West Coast Lumber Inspection
Bureau, or such other grade stamp as is approved in advance by the Architect.
FINISH CARPENTRY 06200-1
KEY WEST LIGHTSTATION HISTORIC RESTORATION
B. Identify plywood as to species, grade, and glue type by the stamp of the
American Plywood Association.
2.2 MATERIALS
A. Air dry all finish lumber to maximum 19% moisture content. Do not install
"wet" lumber for finish carpentry applications. Provide materials in the
quantities
needed for the Work as shown on the Drawings, and meeting or exceeding the
following standards of quality:
1. All finish lumber which will be left exposed to view but to be painted
(including porch posts, siding, casings, flooring, fascias, railings, stair
treads and stringers, etc.) shall be full -dimension, pressure treated
Southern Yellow Pine, # 1 grade, unless. noted otherwise on the Drawings..
2. All finish lumber which will be left exposed to view and which will receive
a transparent or semi -transparent finish (i.e. interior floor, wall and
ceiling boards, interior casings, base, coves, doors and windows) shall be
full -dimension premium grade, antique heart pine. For purposes of this
specification, premium grade shall be defined as a mixture of both
quartersawn (vertical -grain) and plain -sawn (leaf -grain) material, with all
exposed faces 100%free of knots. All material shall be minimum 98%
dense heartwood, free of bolt holes, cracks, sap pockets, knots and other
defects. Occasional nail holes will be accepted.
3. Other materials as specifically identified in the Drawings.
4. Mill all lumber to match adjacent materials or as noted on the Drawings.
2.3 OTHER MATERIALS
A. Provide other materials, not specifically described but required for a complete
and proper installation, as selected by the Contractor subject to the approval of
the Architect.
PART 3 - EXECUTION
FINISH CARPENTRY 06200-2
KEY WEST LIGHTSTATION HISTORIC RESTORATION
3.1 SURFACE CONDITIONS
A.. Examine the areas and conditions under which work of this Section will be
performed. Correct conditions detrimental to timely and proper completion of
the Work. Do not proceed until unsatisfactory conditions are corrected.
3.2 WORKMANSHIP
A, Produce joints which are true, tight, and well nailed with all members assembled
in accordance with the Drawings.
B. Jointing:
1.
Make joints to conceal shrinkage; miter exterior joints; cope interior
joints; miter or scarf end -to -end joints.
2.
Install trim in pieces as'long as possible, jointing only where solid support
is obtained.
_ C. Fastening:
1.
Install items straight, true, level, plumb, and firmly anchored in place.
2.
Where blocking or backing is required, coordinate as necessary with
other. trades to ensure placement of required backing and blocking in a
timely manner.
3.
Nail trim with finish nails of proper dimension to hold the member firmly
in place without splitting the wood.
4.
Nail exterior trim with galvanized nails, making joints to exclude water
and setting in waterproof glue or the sealant described in Section 07920
of these Specifications.
5.
On exposed work, set nails for putty.
6.
Screw, do not drive, wood screws; except that screws may be started by
driving and then screwed home.
7.
Use other fasteners as specifically identified in the Drawings.
3.3 INSTALLATION OF OTHER ITEMS
A. Install items in strict accordance with the Drawings and the recommended
methods of the manufacturer as approved by the Architect, anchoring firmly into
position at the prescribed locations, straight, plumb, and level.
FINISH CARPENTRY 06200-3
KEY WEST LIGHTSTATION HISTORIC RESTORATION
3.4 FINISHING
A;,, Sandpaper finished wood surfaces thoroughly as required to produce a
uniformly smooth surface, always sanding in the direction of the grain; except do
not sand wood which is designed to be left rough.
B. No coarse grained sandpaper mark, hammer mark, or other imperfection will be
accepted.
3.5 CLEANING UP
A.; Keep the premises in a neat, safe, and orderly condition at all times during
execution of this portion of the Work, free from accumulation of sawdust, cut -
ends, and debris.
B. Sweeping:
1. At the end of each working day, and more often if necessary, thoroughly
sweep surfaces where refuse from this portion of the Work has settled.
2. Remove the refuse to the area of the job site set aside for its storage.
3. Upon completion of this portion of the Work, thoroughly broom clean all
surfaces.
END OF SECTION
FINISH CARPENTRY 06200-4
KEY WEST LIGHTSTATION HISTORIC RESTORATION
METAL ROOFING
SECTION 07410
PART 1-GENERAL
1.1 DESCRIPTION
A, Work included: Provide metal roofing system and other preformed roof panels
where shown on the Drawings, as specified herein, and as needed for a complete
and proper installation.
1. Copper pans for lock seam roofing at the Tower.
B. Related Work:
1. Documents affecting work of this Section include, but are not necessarily
limited to, General Conditions, Supplementary Conditions, and. Sections
in Division 1 of these Specifications.
2. Section 07600: Flashing and other sheet metal.
1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and
experienced in the necessary crafts and who are completely familiar with the
specified requirements and the methods needed for proper performance of the
work in this Section.
Comply with governing codes and regulations.. Provide products of acceptable
manufacturers which have been satisfactorily used in similar service for three
years. Use experienced installers. Deliver, handle, and store materials in
accordance with manufacturer's instructions.
C.; In addition to complying with requirements of governmental agencies having
jurisdiction, comply with:
1. Factory Mutual: 155 mph wind uplift requirements;
2. Underwriter's Laboratories, Inc.: Class A fire rating;
3. SMACNA: Pertinent recommendations contained in the "Architectural
Sheet Metal Manual".
M�791 Milli f-AM
A. Comply with pertinent provisions of Section 0130L
METAL ROOFING 07410-1
KEY WEST LIGHTSTATION HISTORIC RESTORATION
B. Product data: Within 45 calendar days after the contractor has received the
Owner's Notice to Proceed, submit:
1. Materials list of items proposed to be provided under this Section;
2. Sufficient technical data to demonstrate compliance with the specified
requirements.
3. Samples, each approximately 24" square, in as many panels necessary to
demonstrate all conditions to be encountered, and utilizing each design,
type of solder,. fastener, base sheet, finish sheet, and other material
required under this Section. The sample may be incorporated into the
Work when approved in advance by the Architect.
1.4 PRODUCT HANDLING
A. Comply with all pertinent provisions of Section 01640.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Copper: Provide24 oz, type 110, cold rolled copper flat lock seam or standing
seam.
B. Roofing Membrane: Comply with ASTM D2626, Type 1, 40
C. Roofing panels:. Asphalt impregnated cellulose fiber corrugated roofing,
manufacturer's standard red color.
D. Accessories:
1. Cleats: Provide 24 oz copper, as specified above, 2" wide, where
required.
2. Adhesive: 3M, 5200 Marine Adhesive/Sealant.
3. Flux: Ruby fluid
4. Fasteners: Large head roofing nails, galvanized roofing screws with
neoprene washers as required for attachment of cellulose fiber
corrugated- roofing panels. Use copper, bronze or stainless steel
fasteners with copper roofing.
2.2 FABRICATION
A. Shop fabricate to the maximum extent practicable.
METAL ROOFING ��� ��� � „ �� 07410-2
KEY WEST LIGHTSTATION HISTORIC RESTORATION
1. Brake -form to the indicated arrangement.
2. Taper the pans longitudinally as required to provide the proper fit.
3. Lay out so cross seams, when required, will be made in the direction of flow with higher
pans overlapping the lower pans.
4. Stagger cross seams.
B. Provide expansion seams at:
1. Maximum of 15 ft. spacing where ends are fastened securely;
2. Maximum of 30 ft spacing where both ends are free to move.
PART- 3 EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the area and conditions under which work of this Section will be
performed. Correct conditions detrimental to timely and proper completion of
the work. Do not proceed until unsatisfactory conditions are corrected.
B. Verify that wood decks are sound, dry, properly sloped for drainage, and
completely nailed.
C. Verify that provision has been made for roof drains, scuppers,.flashings and all
other interface items attaching to or penetrating through the work of this
Section.
3.2 INSTALLATION - GENERAL
A. Do not allow the installed work of this Section to be used as storage for other
materials.
B. Do not permit unnecessary walking on the finished roof. Require all personnel to
wear rubber soled shoes when installing or walking on the finished roof.
3.3 INSTALLATION OF STANDING OR LOCK SEAM ROOFING
A.. Apply the specified roofing membrane over the entire roof area to be covered by
sheet metal roofing.
1. Start at the low edge, and place succeeding courses shingle fashion,
lapping edges 2" minimum.
2. Nail at a maximum of 6" on center.
METAL ROOFING 07410-3
KEY WEST LIGHTSTATION HISTORIC RESTORATION
3. Lap the membrane with flashing as necessary to provide a positive barrier
against penetration of water.
B. Install the specified cleats at 12 centers, properly located.to receive the pans, if
approved by the Architect.
1. Attach the cleats with the specified nails.
2. Allow a minimum distance of 1/16" between pans.
C. Install the pans in strict accordance with the approved samples.
1. Do not nail through the pans or seams.
2. Press the seams tightly together in each operation.
3. Provide "low pitch" cross seams when roof slope is less than 6" per foot
or greater.
D. Solder all joints:
1. Use only the specified solder and flux.
2. Use hot soldering copper, well tinned, and sweat the joints full.:.
3. Promptly remove all flux residue.
END OF SECTION
METAL ROOFING 07410-4
KEY WEST LIGHTSTATION HISTORIC RESTORATION
SECTION 07600
FLASHING AND SHEET METAL
PART 1- GENERAL
1.1 DESCRIPTION
A. Work included: Provide flashing and sheet metal not specifically described in
other Sections of these Specifications but required to prevent penetration of
water through the exterior shell of the building.
B. Related work:
1. Documents affecting work of this Section include, but are not necessarily
limited to, General Conditions, Supplementary Conditions, and Sections
in Division 1 of these Specifications.
1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and
experienced in the necessary crafts and who are completely familiar with the
specified requirements and the methods needed for proper performance of the
work of this Section.
B.. In addition to complying with pertinent codes and regulations, comply with
pertinent recommendations contained in current edition of "Architectural Sheet
Metal Manual" published by the Sheet Metal and Air Conditioning Contractors
National Association (SMACNA).
C, Standard commercial items may be allowed by the Architect for flashing, trim,
reglets, and similar purposes provided such items are approved for each specific
use.
1.3 SUBMITTALS
FLASHING AND SHEET METAL 07600-1
KEY WEST LIGHTSTATION HISTORIC RESTORATION
A. Comply with pertinent provisions of Section 01301.
B. Product data: Within 45 calendar days after the Contractor has received the
Owner's Notice to Proceed, submit:
1. Materials list of items proposed to be provided under this Section;
2. Manufacturer's specifications and other data needed to prove
compliance with the specified requirements;
3. Shop Drawings in sufficient detail to show fabrication, installation,
anchorage, and interface of the work of this Section with the work of
adjacent trades;
4. Mock ups of lock or standing seams, ornamentation, or other special
details.
5. Manufacturer's recommended installation procedures which, when
approved by the Architect, will become the basis for accepting or
rejecting actual installation procedures used on the Work.
1.4 PRODUCT HANDLING
A. Comply with pertinent provisions of Section 01640.
PART 2 - PRODUCTS
2.1 MATERIALS AND GAGES
A;. Where sheet metal is required, and no material or gage is indicated on the
Drawings, provide the highest quality and gage commensurate with the
referenced standards.
2.2 GALVANIZED IRON
A. Provide sheet metal or sheet iron of a standard brand of open-hearth copper -
bearing steel, copper -molybdenum iron, or pure iron sheets.
B. Zinc coating:
FLASHING AND SHEET METAL 07600-2
KEY WEST LIGHTSTATION HISTORIC RESTORATION
1. Where galvanizing is required, provide zinc coating by hot -dip galvanize
to all surfaces.
2. Weight:
a. Provide not less than 1-1/4 oz per sq ft, not more than 1-1/2 oz
per sq ft, to surfaces required to be galvanized.
3. Comply with ASTM A93.
2.3 COPPER
A. Use 24 oz, type 110., cold rolled copper. Conform to ASTM - B370. Sheet
copper, both plain and lead coated, shall not be installed in contact with or in
close proximity to fire retardant lumber. Refer to manufacturer's specifications
and warranties, for use with special types of exterior fire retardant treatments.
2.4 NAILS, RIVETS, AND FASTENERS
A. Use only soft iron rivets having rust -resistive coating, galvanized nails, and
cadmium plated screws and washers in connection with galvanized iron and
steel.
B. Use only copper rivets in connection with copper unless specifically noted
otherwise on the Drawings or approved in advance by the Architect.
C. Fasteners: Nails used for fastening copper shall be copper or hardware bronze
of Stronghold type, or equal, with large flat head. They shall not be smaller
than No. 12 Stubs gauge (0.109") and of sufficient length to penetrate roof
boarding not less than 3/4".
Rivets shall be of hard copper,.brass or bronze.
Screws and bolts used for fastening copper shall be copper, bronze, brass or
stainless steel (passive).
Copper and bronze fasteners shall not be used to secure sheet copper to fire
retardant treated lumber.
FLASHING AND SHEET METAL 07600-3
KEY WEST LIGHTSTATION HISTORIC RESTORATION
2.5 FLUX
A. Where flux is required, use raw muriatic acid or muriatic acid killed with zinc for
copper.
2.6 SOLDER
A. Where solder is required, comply with ASTM 133Z
B. Where used on plain copper, solder composition shall be 50% block tin and 50%
pig lead. Solder shall conform to ASTM specification B32 or Federal
Specification QQ-S-571.
2.7 OTHER MATERIALS
}
A. Provide other materials, not specifically described but required for a complete
and proper installation, as selected by the Contractor subject to the approval of
the Architect.
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this Section will be
performed. Correct conditions detrimental to timely and proper completion of
the Work. Do not proceed until unsatisfactory conditions are corrected.
3.2 WORKMANSHIP
A. General:
1. Form sheet metal accurately and to the dimensions and shapes required,
FLASHING AND SHEET METAL 07600-4
KEY WEST LIGHTSTATION HISTORIC RESTORATION
finishing molded and broken surfaces with true, sharp, and straight lines
and angles and, where intercepting other members, coping to an
accurate fit and soldering securely.
2. Unless otherwise specifically permitted by the Architect, turn exposed
edges back 1/2".
B. Form, fabricate, and install sheet metal so as to adequately provide for
expansion and contraction in the finished Work.
C. Weatherproofing:
1. Finish watertight and weathertight where so required.
2. Make lock seam work flat and true to line, sweating full to solder..
3. Make lock seams and lap seams, when soldered, at least 1/2" wide.
4. Where lap seams are not soldered, lap according to pitch, but in no case
less than 3".
5. Make flat and lap seams in the direction of flow.
D,, Joints:
1. Join parts with rivets or sheet metal screws where necessary for strength
and stiffness,
2,. Provide suitable watertight expansion joints for runs of more than 40'-0",
except where closer spacing is indicated on the Drawings or required for
proper installation.
E. Nailing:
1. Whenever possible, secure metal by means of clips or cleats, without
nailing through the exterior metal.
2. In general, space nails, rivets, and screws not more than 8" apart and,
where exposed to the weather, use lead washers.
3. For nailing into wood, use barbed roofing nails 1-1/4" long by 11 gages:
4. For nailing into concrete, use drilled plugholes and plugs.
3.3 EMBEDMENT
A. Embed metal in connection with roofs in a solid bed of sealant, using materials
and methods described in Section 07920 of these Specifications or other
FLASHING AND SHEET METAL 07600-5
KEY WEST LIGHTSTATION HISTORIC RESTORATION
materials and methods approved in advance by the Architect.
3.4 SOLDERING
A. General:
1. Thoroughly clean and tin the joint materials prior to soldering.
2. Perform soldering slowly, with a well heated copper, in order to heat the
seams thoroughly and to completely fill them with solder.
3. Perform soldering with a heavy soldering copper of blunt design, properly
tinned for use.
4.; Make exposed soldering on finished surfaces neat, full flowing, and
smooth.
B. After soldering, thoroughly wash acid flux with a soda solution.
3.5 TESTS
A. Upon request of the Architect, demonstrate by hose or standing water that the
flashing and sheet metal are completely watertight.
END OF SECTION
FLASHING AND SHEET METAL 67600-6 ��'
KEY WEST LIGHTSTATION HISTORIC RESTORATION
SECTION 07920
SEALANTS AND CAULKING
PART 1- GENERAL
1.1 DESCRIPTION
A. Work included: Throughout the Work seal and caulk joints where shown on the
Drawings and elsewhere as required to provide a positive barrier against
passage of moisture and passage. of air.
B. Related work:
1. The Work of this Section must comply with all other Sections of these
Specifications.
1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and
experienced in the necessary crafts and who are completely familiar with the
specified requirements and the methods needed for proper performance of the
work of this Section.
1.3 SUBMITTALS
A. Comply with pertinent provisions of Section 01301 of these Specifications.
B. Product data: Within 45 calendar days after the Contractor has received the
Owner's Notice to Proceed, submit:
1. Materials list of items proposed to be provided under this Section;
2. Manufacturer's specifications and other data needed to prove
compliance with the specified requirements;
3. Manufacturer's recommended installation procedures which, when
approved by the Architect, will become the basis for accepting or
rejecting actual installation procedures used on the Work.
SEALANTS AND CAULKING 07920-1
KEY WEST LIGHTSTATION HISTORIC RESTORATION
C. Samples: Accompanying the submittal described above, submit Samples of each
sealant, each backing material, each primer, and each bond breaker proposed to
be used.
1.4 PRODUCT HANDLING
A. Comply with pertinent provisions of Section 01640 of these Specifications.
B. Do not retain at the job site material which has exceeded the shelf life
recommended by its manufacturer.
PART 2 - PRODUCTS
2.1 SEALANTS
A. Except as specifically otherwise approved by the Architect, use only the types of
sealants described in this Article.
B. Provide one component, nonmodulus sealant complying with Fed Spec TT-S-
00230C, Class A, Type II with each color of sealant and each class of sealant the
product of a single manufacturer selected from the following TREMCO products,
or equal products approved by the Architect prior to award of Bid:
1. Class A (for non -traffic bearing horizontal surfaces):
a. "Vulkem 921"
b. TREMCO Dymonic FC.
2. Class B (for vertical surfaces):
a. "Vulkem 921"
b. TREMCO Dymonic FC
3. For other services, provide products especially formulated for the
proposed use and approved in advance by the Architect.
C. Colors:
1. Colors for each sealant installation will be selected by the Architect from
standard colors normally available from the specified manufacturers.
2. Should such standard color not be available from the approved
manufacturer except at additional charge, provide such colors at no
SEALANTS AND CAULKING 07920-2
KEY WEST LIGHTSTATION HISTORIC RESTORATION
additional cost to the Owner.
D,: In concealed installations, andin partially or fully exposed installations where so
approved by the Architect, use standard gray of black sealant.
2.2 PRIMERS
A. Use only those primers which are non -staining, have been tested for durability
on the surfaces to be sealed, and are specifically recommended for this
installation by the manufacturer of the sealant used..
2.3 BACKUP MATERIALS
A. Use only those backup materials which are specifically recommended for this.
installation by the manufacturer of the sealant.used, which.are non -absorbent,
and which are non -staining.
B. Acceptable types include:
1. Closed -cell resilient urethane or polyvinyl -chloride foam;
2. Closed -cell polyethylene foam;
3. Closed -cell sponge of vinyl or rubber;
2.4 BOND -PREVENTATIVE MATERIALS
A.:. Use only one of the following as best suited for the application, and as
recommended by the manufacturer of the sealant used:
1. Polyethylene tape, pressure -sensitive adhesive, with the adhesive
required only to hold tape to the construction materials as indicated;
2. Aluminum foil complying with MIL-A-148E;
3. Wax paper complying with Fed Spec UU-P-270.
2.5 MASKING TAPE
A. For masking around joints, provide masking tape complying with Fed Spec UU-T-
106c.
SEALANTS AND CAULKING _ 07920-3
KEY WEST LIGHTSTATION HISTORIC RESTORATION
2.6 OTHER MATERIALS
A. Provide other materials, not specifically described but required for a complete
and proper installation, as selected by the Contractor subject to the approval of
the Architect.
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this Section will be
performed. Correct conditions detrimental to timely and proper completion of
the Work. Do not proceed until unsatisfactory conditions are corrected.
3.2 PREPARATION
A. Concrete and ceramic tile surfaces:
1. Install only on surfaces which are dry, sound, and well brushed,wiping
free from dust.
2. At open joints, remove dust by mechanically blown compressed air if so
required.
3. Use solvent to remove oil and grease, wiping the surfaces with clean
rags.
4. Where surfaces have been treated, remove the surface treatment by
sandblasting or wire brushing.
5. Remove laitance and mortar from joint cavities.
6. Where backstop is required, insert the approved backup material into
the joint cavity to the depth needed.
Bi Steel surfaces:
1. Steelosurfaces in contact with sealant:
a. Sandblast as required to achieve acceptable surface for bond and
must be approved in advance by the Architect.
b. If sandblasting is not practical, or would damage adjacent finish,
scrape the metal or wire brush to remove mill scale.
C. Use solvent to remove oil and.grease, wiping the surfaces with
SEALANTS AND CAULKING 07920-4
KEY WEST LIGHTSTATION HISTORIC RESTORATION
clean rags.
Z. Remove protective coatings on steel by sandblasting or by using a
solvent which leaves no residue.
C.. Aluminum surfaces:
1. Aluminum surfaces in contact with sealant:
a. Remove temporary protective coatings, dirt, oil, and grease.
b. When masking tape is used for protective cover, remove the tape
just prior to applying the sealant.
2, Use only such solvents to remove protective coatings as are
recommended for that purpose by the manufacturer of the aluminum
work, and which are non -staining.
3.3 INSTALLATION OF BACKUP MATERIAL
A. Use only the backup material recommended by the manufacturer of the sealant
used, and approved by the Architect for the particular installation, compressing
the backup material 25% to 50% to achieve a positive and secure fit.
B... When using backup of tube or rod stock, avoid lengthwise stretching of the
material. Do no twist or braid hose or rod backup stock.
3.4 PRIMING
A. Use only the primer recommended by the manufacturer of the sealant, and
approved by the Architect for the particular installation, applying in strict
accordance with the manufacturer's recommendations as approved by the
Architect.
3.5 BOND -BREAKER INSTALLATION
A. Provide an approved bond -breaker where recommended by the manufacturer
of the sealant, and where directed by the Architect, adhering strictly to the
installation recommendations as approved by the Architect.
SEALANTS AND CAULKING 07920-5
KEY WEST LIGHTSTATION HISTORIC RESTORATION
3.6 INSTALLATION OF SEALANTS
A. Prior to start of installation in each joint, verify the joint type according to
details on the Drawings, or as otherwise directed by the Architect, and verify
that the required proportion of width of joint to depth of joint has been
secured.
B: Equipment:
1. Apply sealant under pressure with power -actuated hand gun, or by other
appropriate means.
2. Use guns with nozzle of proper size, and providing sufficient pressure to
completely fill the joints as designed.
Co Thoroughly and completely mask joints where the appearance of sealant on
adjacent surfaces would be objectionable.
D.: Install the sealant in strict accordance with the manufacturer's recommendation
as approved by the Architect,. thoroughly filling joints to the recommended
depth.
E: Tool joints to the profile shown on the Drawings, or as otherwise required if
such profiles are not shown on the Drawings.
Fl, Cleaning up:
1. Remove masking tape immediately after joints have been tooled..
2. Clean adjacent surfaces free from sealant as the installation progresses,
using solvent or cleaning agent recommended by the manufacturer of
the sealant used.
END OF SECTION
SEALANTS AND CAULKING 07920-6
KEY WEST LIGHTSTATION HISTORIC RESTORATION
SECTION 08211
WOOD DOORS
PART 1- GENERAL
1.1 DESCRIPTION
A. Work included: Provide wood doors, complete in place with finish hardware
installed, where shown on the drawings, as specified herein, and as needed for
complete and proper installation.
B. Related work:
1. Documents affecting work of this Section include, but are not necessarily
limited to, General Conditions, supplementary Conditions, and Sections in
Division 1 of these Specifications.
2. Section 08710: Finish hardware.
1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and
experienced in the necessary crafts and who are completely familiar with the
specified requirements and the methods needed for proper performance of the
work of this Section.
B. In addition to complying with pertinent codes and regulations of governmental
agencies having jurisdiction, comply with:
1. "Manual of Millwork" of the Woodwork Institute of California, for the
grade or grades specified; or
2. "Architectural Woodwork Quality Standards" of the grades specified.
3. Certification and stamps will not be required.
1.3 SUBMITTALS
A. Comply with pertinent provisions of Section 01301.
WOOD DOORS 08211-1
KEY WEST LIGHTSTATION HISTORIC RESTORATION
B. Product data: Within 35 calendar days after the Contractor has received the
Owner's Notice to Proceed; submit:
-1. Materials list of items proposed to be provided under this Section;
2. Manufacturer's specifications and other data needed to prove
compliance with the specified requirements;
3. Samples, approximately 12" x 12" in size, of the proposed door face
including representative materials, stile, rail, and panel.
1.4 PRODUCT HANDLING
A. Comply with pertinent provisions of Section 01640.
B. Delivery:
1. Deliver pre -finished doors in manufacturer's original containers, clearly
marked with manufacturer's name, brand name, size, thickness, and
identifying,symbol on the covering.
2. Seal all four edges of unfinished doors when delivered to the job site.
C, Storage:.
1. Stack flat on 2" x 4" lumber, laid 12" from ends and across center.
2. Under bottom door and over top of stack, provide plywood or corrugated
cardboard to protect door surfaces.
3. Store doors in area where there will be no great variations in heat,
dryness, and humidity.
D. Do not drag doors across one another; lift doors and carry them into position,:.
PART 2 - PRODUCTS
2.1 GENERAL
A. Provide wood doors.of the types, designs, and thicknesses shown on the Door
Schedule and as detailed in the Drawings, labeled or non -labeled as indicated
and required, and in solid core or hollow core as shown on the Door Schedule.
B. Grade: Except as may be shown otherwise on the Drawings, fabricate the work
of this Section to "custom grade" standards of the referenced organization.
WOOD DOORS-
os211-2
KEY WEST LIGHTSTATION HISTORIC RESTORATION
C. All doors shall be of solid (one -ply) construction. No laminations or veneers
shall be accepted.
D. Species:
1. All solid wood doors to receive an opaque paint finish and shall be
manufactured from white pine.
2. Flush face veneer doors to receive an opaque paint finish shall have birch
faces, and paint grade finish.
E.. Site finish wood doors in accordance with provisions of Section 09900 of these
Specifications.
F., Fabricate all wood doors as shown on the drawings in accordance with
schedules, elevations and details, and to match.existing, original doors as
identified by the Architect.
PART 3 EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and conditions under which work of this Section will be
performed. Correct conditions detrimental to timely and proper completion of
the Work. Do not proceed until unsatisfactory conditions are corrected.
3.2 INSTALLATION
A. Fitting and machining:
1. Unless doors are completely fitted and machined at the mill, fit them for
width by planing and fit them for height by sawing:
a. Bottom: 1/2" clearance maximum.
b. Top: 1/8" clearance maximum.
C. Lock edge and hinge edge: Bevel 1/8" in 2" maximum.
I Machine doors for hardware in accordance with recommendations of the
hardware manufacturers, as those recommendations have been
WOOD DOORS 08211-3
KEY WEST LIGHTSTATION HISTORIC RESTORATION
approved by the Architect.
B. Receive and retain custody of finish hardware furnished for the work of this
Section under Section 08710 of these Specifications and, except as otherwise
directed by the Architect, install all such finish hardware in strict accordance with
the recommendations of its manufacturer.
C. Replace or rehang doors which are hingebound and do not swing or operate
freely.
3.3 COMPLIANCE
a; The Owner reserves the right to request and pay for an inspection by a
representative of the referenced organization to determine that the work of this
Section has been performed in accordance with the specified standards.
B.. In the event such inspection determines that the work of this Section does not
comply with the specified requirements, immediately remove the non -complying
items and replace them with items complying with the specified requirements,
all at no additional cost to the Owner, and reimburse the Owner for the cost of
the inspection.
END OF SECTION
WOOD DOORS 08221-4
KEY WEST LIGHTSTATION HISTORIC RESTORATION
SECTION 08610
WINDOWS
PART 1- GENERAL
1.1 DESCRIPTION:
A Provide wood window components for restoration and wood windows, as
specified herein, detailed and required for a complete installation.
1. Individual units set in conventional wall construction.
2. Individual units set in masonry construction.
B. Wood window types:
1. Double-hung.windows.
1.2 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of skilled
craftsmen and acceptable manufacturers which have been in satisfactory use in
similar service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer's instructions.
B.. Materials for restoration which are deemed to be inappropriate for use in the
historic structure will be rejected. No claim for an extra will be considered,
including replacement of the subcontractor or tradesman if rejection results in
such action.
1.3 SUBMITTALS
A. Submit for approval samples, shop drawings, product data, mock-ups, warranty,
test reports, maintenance data.
PART 2 - PRODUCTS
2.1 MATERIALS
I
`._ _ WOOD WINDOWS _... 08610-1
KEY WEST LIGHTSTATION HISTORIC RESTORATION
Units: Double hung, custom fabricated with bronze chains and pulleys and lead
sash weights
B. Wood Sash and Frames:
1. Wood for transparent shellac finish: heart pine, free of finger joints;
shellac finish.
2. Primed wood units: Fine-grain clear pressure treated lumber free of
finger joints; Antique Heart Pine or approved equal..
C. Glazing:
1. Clear float glass, FS DD-G-451, quality q3, glazing select.
2. Individual panes with real mullions and muntins.
D.. Screens: For each operable window, provide wood framed screens with
fiberglass mesh insect screening; removable for cleaning.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install materials and systems in accordance with manufacturer's instructions and
approved submittals. Install materials and systems in proper relation with
adjacent construction and with uniform appearance. Coordinate with work of
other sections.
B. Restore damaged finishes and test for proper operation. Clean and protect
work from damage.
END OF SECTION
WOOD WINDOWS 08610-2
KEY WEST LIGHTSTATION HISTORIC RESTORATION
SECTION 08620
RESTORATION OF WOOD WINDOWS
PART 1- GENERAL
1.1 DESCRIPTION
A.. Provide wood windows, as specified herein, detailed and required for a complete
installation.
1. Individual units set in concrete by construction.
8. Wood window types:
1. Fixed windows.
2. Double -hung windows.
3. Stained glass windows.
4. Wood louvers.
1.2 QUALITY ASSURANCE
A. Comply with governing codes and regulations. Provide products of skilled
craftsmen and acceptable manufacturers which have been in satisfactory use in
similar service for three years. Use experienced installers. Deliver, handle,
and store materials in accordance with manufacturer's instructions.
B Provide a schedule of repairs for all existing and historic wood windows or
related components. Do not proceed with the work until the schedule of
repairs has been reviewed by the Architect.
1.3 SUBMITTALS
A. Submit for approval samples, shop drawings, product data, mock-ups, warranty,
test reports, maintenance data.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Units: NWMA IS 2 Class A windows for application required; compression and
sliding type weatherstripping, hardware.
RESTORATION OF WOOD WINDOWS 08620-1
KEY WEST LIGHTSTATION HISTORIC RESTORATION
B. Wood Sash and Frames:
1. Wood for transparent shellac finish: heart pine, free of finger joints;
shellac finish.
2. Primed wood units: Fine-grain clear lumber free of finger joints; Marvin
Windows or approved equal.
3. All existing window units identified to remain shall be accurately
restored, including hardware, pulleys, and sash weights where applicable.
Utilize lumber matching existing components exactly or substitute
materials as approved by the Architect in the schedule of repairs.
C. Glazing:
1. Clear float glass, FS DD-G-451, quality q3, glazing select..
2. Individual panes with real mullions.
D;. Screens: For each operable window, provide wood framed screens with
fiberglass mesh insect screening; removable for cleaning.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Install materials and systems in accordance with manufacturer's instructions and
approved submittals. Install materials and systems in proper relation with
adjacent construction and with uniform appearance. Coordinate with work of
other sections.
B. Restore damaged finishes and test for proper operation. Clean and protect
work from damage.
C. Restore damaged finishes and test for proper operation. Clean and protect
work from damage. Restore all existing wood windows to match their original
historic appearance, as evidenced by existing original units.
END OF SECTION
RESTORATION OF WOOD WINDOWS 08620-2
KEY WEST LIGHTSTATION HISTORIC RESTORATION
SECTION 08710
FINISH HARDWARE
PART 1- GENERAL
1.1 DESCRIPTION
A. Work included:
1. Furnish finish hardware required to complete the Work as shown on the
Drawings and as specified herein;
2. Furnish trim attachments and fastenings, specified or otherwise required,
for proper and complete installation;
3. Deliver to the job site.those items of finish hardware scheduled to be
installed at the job site; and deliver to other points of installation those
items of finish hardware scheduled to be factory installed.
B. Related work:
1. Documents affecting work of this Section include, but are not necessarily
limited to, General Conditions, Supplementary Conditions, and Sections
in Division 1 of these Specifications.
2. Installation of finish hardware is described in other Sections of these
Specifications.
C. Definitions:
1. "Hardware groups" described in the Hardware Schedule in Part 3 of this
Section are as shown on the Door Schedule.
1.2 QUALITY ASSURANCE
k Unless waived by the architect, provide the services of an AHC or DAHC member
of the American Society of Architectural Hardware Consultants to:
1. Be available for consultation with the Architect at no additional cost to
the Owner during progress of construction;
2. Be present at completion of construction, and:
a. Inspect installation of all finish hardware items;
b. Make minor adjustments as required; and
FINISH HARDWARE 08710-1
KEY WEST LIGHTSTATION HISTORIC RESTORATION
C. Report to the Architect on completeness of the installation:
B. The hardware consultant may be an employee of the supplier.
1.3 SUBMITTALS
A. Comply with pertinent provisions of Section 01301.
B. Product data: Within 45 calendar days after the Contractor has received the
Owner's Notice to Proceed, submit:
1. Materials list of items proposed to be provided under this Section.
a. In this regard, note that the Finish Hardware Schedule in Part 3 of
this Section is firm and that substitutions will not be considered
except as approved in advance by the Architect or as shown to be
required because of non -availability of the specified item.
b. Approval of this list by the Architect will not relieve the Contractor
of the responsibility to provide all finish hardware items required
for the Work even though such required items may not have been
shown on the approved list.
C. Samples:
1. Within 15 calendar days after being so requested by the Architect, or 15
days minimum before anticipated installation, deliver to the Architect
Samples of each finish hardware item.
2. All Samples will be returned to the Contractor; provided those Samples
which are approved by the Architect are positively identified and are
installed in the Work at locations agreed to by the Architect.
D. Templates: Ina timely manner to assure orderly progress of the Work, deliver
templates or physical samples of the approved finish hardware items to
pertinent manufacturers of interfacing items such as doors and frames.
1.4 PRODUCT HANDLING
A. Comply with pertinent provisions of Section 01640.
B. Individually package each unit of finish hardware, complete with proper
FINISH HARDWARE 08710-2
KEY WEST LIGHTSTATION HISTORIC RESTORATION
fastenings and appurtenances, clearly marked on the outside to indicate
contents and specific locations in the Work.
PART 2 - PRODUCTS.
2.1 GENERAL
A; Fasteners:
1. Furnish necessary screws, bolts, and other fasteners of suitable size and
type to anchor the hardware in position for long life under hard use.
2. Where necessary, furnish fasteners with toggle bolts, expansion shields,
hex bolts, and other anchors approved by the Architect, according to the
material to which the hardware is to be applied and according to the
recommendations of the hardware manufacturer.
3. Provide fasteners which harmonize with the hardware as to finish and
material.
B: Where butts are required to swing 180 degrees, furnish butts of sufficient throw
to clear the trim.
2.2 KEYING
A. Factory key, master key, and grand -master key locks and cylinders as directed by
the Architect.
B.. Furnish two keys for each lock, four master keys for each set, and three
grand -master keys.
C. Construction keying:
1. Furnish a construction master key system with as many keys for locks and
cylinders as may be required.
2. Use only the construction keys during construction.
3. Upon Substantial Completion of the Work, as that Date is established by
the Architect, void the construction key system and, in the presence of
the Architect, demonstrate that the specified keying system is operating
properly.
FINISH HARDWARE
08710-3
KEY WEST LIGHTSTATION HISTORIC RESTORATION
D, Identification and delivery:
1. Identify permanent keys with tags, and send direct to the Owner by
registered mail or receipted personal delivery.
2.3 TOOLS AND MANUALS
A. With the delivery of permanent keys, deliver to the Owner one complete set of
adjustment tools and one set of maintenance manuals for locksets, latchsets,
closers, and panic devices.
2.4 ACCEPTABLE PRODUCTS
A. Single source for items:
1. Except as specifically otherwise approved in advance by the Architect,,
furnish for each item (such as "door butt type 1") only the product of a
single manufacturer (such as Soss BB 1279").
2. To the maximum extent practicable, furnish similar items (such as "door
butts") only as the product of a single. manufacturer (such as "Sons").
B. For each of the required items of finish hardware, provide from the specified
manufacturer or from one of the indicated acceptable substitutes.
Item::
Manufacturer:
Butts:
Match Existing
Locks::
Match Existing
Pulls
Match Existing
Slide Bolts
Match Existing
Closers
Match Existing
Padlocks
Furnished by Owner
Acceptable substitute:
FINISH HARDWARE 08710-4
KEY WEST LIGHTSTATION HISTORIC RESTORATION
C. Provide the finishes shown on the schedule;
2.5 OTHER MATERIALS
A, Provide other materials, not specifically described but required for a complete
and proper installation, as selected by the Contractor subject to the approval of
the Architect.
PART 3 - EXECUTION
3.1 DELIVERIES
A. Stockpile items sufficiently in advance to assure their availability, and make
necessary deliveries in a timely manner to assure orderly progress of the total
Work.
r �
3.2 COORDINATION
A. Coordinate as necessary with other trades to assure proper and adequate
provision in the work of those trades for interface with the work of this Section.
B. Upon completion of the Work, and as a condition of its acceptance, provide the
inspection, adjustment, and report described in Article 1.2 above..
3.3 FINISH HARDWARE SCHEDULE
A. Furnish the following hardware groups in the amounts indicated on the
Drawings.
Match existing hardware of each door type,
END OF SECTION
FINISH HARDWARE 08710-5
KEY WEST LIGHTSTATION HISTORIC RESTORATION
SECTION 08800
GLAZING
PART 1- GENERAL
1.1 DESCRIPTION
A. Work included: Provide glazing and glazing accessories where shown on the
Drawings, as specified herein, and as needed for a complete and proper
installation.
B. Related work:
1. Documents affecting work of this Section include, but are not necessarily
limited to, General Conditions, Supplementary Conditions, and Sections
in Division 1 of these Specifications..
1.2 QUALITY ASSURANCE
A. Use adequate numbers of skilled workmen who are thoroughly trained and
experienced in the necessary crafts and who are completely familiar with the
specified requirements and the. methods needed for proper performance of the
work of this Section.
B: In addition to complying with pertinent codes and regulations of governmental
agencies having jurisdiction, comply with pertinent recommendations contained
in:
1. Flat Glass Marketing Association:
a. "Glazing Sealing Systems Manual";
b. "Glazing Manual."
1.3 SUBMITTALS
A. Comply with pertinent provisions of Section 01301..
B. Product data: Within 60 calendar days after the Contractor has received the
Owner's Notice to Proceed, submit:
GLAZING . _ ...... 08800-1
KEY WEST LIGHTSTATION HISTORIC RESTORATION
1,. Materials list of items proposed to be provided under this Section;
2:. Manufacturers' specifications and their data needed to prove compliance
with the specified requirements;
3. Manufacturer's recommended installation procedures which, when
approved by the Architect, will become the basis for accepting or
rejecting actual installation procedures used on the Work.
C. Samples: Accompanying the above product data, submit:
1. Samples of each type of glass and gasket proposed to be used;
2. Samples, at least 12" long, of each type of sealant proposed to be used,
installed between samples of the material to be glazed, fully cured.
1.4 PRODUCT HANDLING
A. Comply with pertinent provisions of Section 01640,
B. During storage and handling of glass, provide cushions at edges to prevent
impact.damage.
PART 2 - PRODUCTS
2.1 GLASS
A: General:
1. For all glass, provide the type and thickness shown on the Drawings or
specified herein.
2. Where type or thickness, or both, are not shown on the Drawings or
specified herein, provide type and thickness as directed by the Architect.
B. Tempered glass:
1.. Provide tempered or heat -strengthened glass where indicated on.the
Drawings, and elsewhere as required by governmental agencies having
jurisdiction.
2. Glass for tempering:
a. For plate glass or float glass, use type I, class 1, quality q3;
b. For heat absorbing glass, if required, use type I, class 2, style B, in
�, GLAZING 08800-2
KEY WEST LIGHTSTATION HISTORIC RESTORATION
color as shown on the Drawings or otherwise selected by the
Architect.
3. Sizes and cutting
a. Prior to tempering or heat treating, cut glass to required. sizes as
determined by accurate measurement of the openings to be
glazed, making allowances for required edge clearances.
b. Cut and process edges in accordance with the glass
manufacturer's recommendations.
C. Do not cut or treat edges in the field.
4.:: Fully tempered glass:
a. Comply with Fed Spec DD-G-1403 and AWNS z97.1.
b. Wherever possible, locate tong marks along an edge which will be
concealed in the glazing system.
C. Permit minimum warpage practicable.
5: Heat -strengthened glass:
a. Comply with Fed Spec DD-G-14-3.
b. Strengthen by the manufacturer' standard heat -treating process,
increasing flexural strength to not less than twice the strength
before the treatment.
C. Permit minimum warpage practicable.
2.2 OTHER MATERIALS
A,. Provide other materials, not specifically described but required for a complete
and proper installation, as selected by the Contractor subject to the approval of
the Architect.
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and conditions under which the work of this Section will be
performed. Correct conditions detrimental to timely and proper completion of
the Work. Do not proceed until unsatisfactory conditions are corrected.
B. Clean glazing channels, stops, and rabbets to receive the glazing materials,
GLAZING 08800-3
KEY WEST LIGHTSTATION HISTORIC RESTORATION
making free from obstruction and deleterious substances which might impair the
work.
1. Remove protective coatings which might fail in adhesion or interfere with
bond of sealants.
2. Comply with manufacturers' instructions for final wiping of surfaces
immediately prior to application of primer and glazing compounds or
tapes.
3. Prime surfaces to receive glazing compounds in accordance with
manufacturers' recommendations.
3.2 INSTALLATION
A. Inspect each piece of glass immediately prior to start of installation.
1. Do not install items which are improperly sized, have damaged edges, or
are scratched, abraded, or damaged in any other manner.
2. Do not remove labels from glass until so directed by the Architect.
3. Install glass so distortion waves, if present, run in the horizontal direction.
B: Locate setting blocks at sills one quarter of the width of the glass in from each
-- end of the glass unless otherwise recommended by the glass manufacturer.
1. Use blocks of proper size to support the glass in accordance with the
manufacturer's recommendations.
2. Provide spacers for all glass sizes larger than 50 united inches, to separate
glass from stops; except where continuous glazing gaskets or felts are
provided.
a. Locate spacers no more than 24" apart, and no closer than 12" to
a corner.
b. Place spacers opposite one another.
C. Make bite of spacer of glass 1/4" or more.
C. Set glass in a manner which produces the greatest possible degree of uniformity
in appearance.
D., Do not use two different glazing materials in the same joint system unless the
joint use is approved in advance by the Architect.
E. Mask, or otherwise protect, surfaces adjacent to installation of sealants.;
F: Miter -cut and seal the joints of glazing gasket in accordance with the
GLAZING 08800-4
KEY WEST LIGHTSTATION HISTORIC RESTORATION
manufacturer's recommendations, to provide watertight and airtight seal at
corners and other locations where joints are required.
3.3 PROTECTION
A. Protect glass from breakage after installation by promptly installing streamers or
ribbons, suitably attached to the framing and held free from glass. Do not
apply warning markings, streamers, ribbons, or other items directly to the glass
except as specifically directed by the Architect.
END OF SECTION
GLAZING 08800-5
KEY WEST LIGHTSTATION HISTORIC RESTORATION
SECTION 09900
PAINTING
PART 1- GENERAL
1.1 DESCRIPTION
A. Work included: Paint and finish the exterior and interior exposed surfaces
listed on the Painting Schedule shown on the drawings as specified herein,
and as needed for a complete and proper installation.
B: Related work:
1. Documents affecting work of this Section include, but are not necessarily
limited to, General Conditions, Supplementary Conditions, and Sections
in Division 1 of these Specifications.
2. Priming or priming and finishing off certain surfaces may be specified to
be factory -performed or installer -performed under pertinent other
Sections.
C: Work not included:
1. Unless otherwise indicated, painting other than protective prime coats, is
not required on surfaces in concealed areas and inaccessible area and
beam bearing pockets.
2. Metal surfaces of chromium plate, copper, bronze, an similar finished
materials will not require painting under this Section except as may be so
specified.
3. Do not paint moving parts of operating units; mechanical or electrical
parts such as valve operators; linkages; sensing devices; and motor
shafts, unless otherwise indicated.
4. Do not paint over required labels or equipment identification,
performance rating, name, or nomenclature plates.
D:. Definitions:
1. "Paint," as used herein, means coating systems material's including
primers, emulsions, epoxy, enamels, sealers, fillers, and other applied
materials whether used as prime, intermediate, or finish coats.
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1.2 QUALITY ASSURANCE
A. The work of this project involves a significant historic site. All work activities
must be undertaken with sufficient care to protect this historic resource and
must be supervised by personnel who are familiar with the Secretary of Interior's
Standards for Rehabilitation.
B. Due to the sensitive historic nature of this project, general contractors and
certain trades must meet prequalification requirements.
C. Use adequate numbers of skilled workmen who are thoroughly trained and
experienced in the necessary crafts and who are completely familiar with the
specified requirements and the methods needed for proper performance.ofthe
work of this Section.
D. Take all appropriate measures necessary to correct inferior work as identified by
the architect. Protect historic fabric during all operations. No historic
materials shall be removed from the site without prior approval of architect.
The architect reserves the right to have individual workmen removed from
individual activities_orthe project entirely, if in the architect's judgment, the
quality of work being performed is inappropriate, inferior, or detrimental to
historic materials.
E. Refer to photographic details in the Specifications and/or on the Drawings for
additional historic preservation information and project requirements.
F. All work must comply with the Secretary of the Interiors Standards for
Rehabilitation, as administered by the Florida Department of State, Division of
Historic Resources.
G., Paint coordination:
1. Provide finish coats which are compatible with the prime coats actually
used.
2. Review other Sections of these Specifications as required, verifying the
PAINTING 09900-2
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prime coats to be used and assuring compatibility of the total coating
system for the various substrata.
Upon request, furnish information on the characteristics of the specific
finish materials to assure that compatible prime coats are used.
4,. Provide barrier coats over non -compatible primers, or remove the primer
and re -prime as required.
5.:: Notify the Architect in writing of anticipated problems in using the
specified coating systems over prime -coatings supplied under other
Sections.
1.3 SUBMITTALS
A. Product data: Within thirty-five (35) calendar days after the Contractor has
received the Owner's Notice to Proceed, submit:
1. Materials list of items proposed to be provided under this Section;
2. Manufacturer's specifications and other data needed to prove
- - compliance with the specified requirements.
B. Samples:
1. Following the selection of colors and glosses by the Architect, as
described under "Color Schedules" in Part 2 of this Section, submit
Samples for the Architect's review.
a. Provide Samples of each color and each gloss for each material on
which the finish is specified to be applied.
b. Except as otherwise directed the Architect, make Samples
approximately 8" x 10'.' in size.
C. If so directed by the Architect, submit Samples during progress of
the Work in the form of actual application of the approved
materials on actual surfaces to be painted.
2. Revise and resubmit each Sample as requested until the required gloss,
color, and texture is achieved. Such Samples; when approved, will
become standards of color and finish for accepting or rejecting the work
of this Section..
3. Do not commence finish painting until approved Samples are on file at
the job site, or applied to the designated areas of the project.
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1.4 PRODUCT HANDLING
A. Comply with pertinent provisions of Section 01640.
1.5 JOB CONDITIONS
A. Apply solvent -thinned paints as permitted by the manufacturers' printed
instruction as approved by the Architect.
B. Weather conditions:
1. Do not apply paint in rain, fog, or mist; or when the relative humidity
exceeds 90%; or to damp or wet surfaces, unless otherwise permitted by
the manufacturers' printed instructions as approved by the Architect.
2. Applications may be continued during inclement weather only within the
temperature limits specified by the paint manufacturer as being suitable
of use during application and drying periods.
1.6 EXTRA STOCK
A. Upon completion of the work of this Section, deliver to the Owner an extra stock
equaling one (1) gallon of each color, type, and gloss of paint used in the Work,
tightly sealing each container, and clearly labeling with contents and location
where used.
PART 2 - PRODUCTS
2.1 PAINT MATERIALS
A. Acceptable materials:
1. The Painting Schedule in Part 3 of this Section is based on products of the
Benjamin Moore Company.
2. Equal products of Sinclair, Thoro, Glidden, Frazee, Dunn -Edwards, or
other manufacturers approved in advance by the Architect, may be
substituted in accordance with provisions of the Contract.
3. Where products are proposed other than those specified by name and
number in the Painting Schedule, provide under the product data
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submittal required by Article 1.3 of this Section a new painting schedule
compiled in the same format used for the Painting Schedule included in
this Section.
B: Undercoats and thinners:
1. Provide undercoat paint produced by the same manufacturer as the
finish coat.
2. Use only the.thinners recommended by the paint manufacturer, and use
only to the recommended limits.
3. Insofar as practicable, use undercoat, finish coat, and thinner material as
parts of a unified systems of paint finish.
2.2 SPECIFIC COLORS
A. Provide paint colors to match existing and as selected or approved by the
Architect.
B. Exterior metal, ferrous:
1. First coat: Benjamin Moore #163, Rust Inhibitive Paint
2. Second coat: Benjamin Moore #11001, Alkyd House Paint or Benjamin
Moore #13001, House and Trim Paint
3. Third coat: Benjamin Moore #11001, Alkyd House Paint or Benjamin
Moore #13001, House and Trim Paint
NOTE: Rusted surfaces should be prepared with Ospho Metal Surface Primer
C. Exterior metal, galvanized:
1. Pretreatment: Benjamin Moore #15500 Galvanized Metal Primer
2. First coat: Benjamin Moore 911001 Alkyd House Paint or Benjamin
Moore # 13001 House and Trim Paint
3. Second coat: Benjamin Moore #11001 Alkyd House Paint or Benjamin
Moore # 13001 House and Trim Paint
4, Third coat: Benjamin Moore #11001 Alkyd House Paint or Benjamin
Moore # 13001 House and Trim Paint
NOTE: New galvanized metal should be solvent washed before priming:
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D..: Exterior wood:
1. First coat:
2. Second coat:
3. Third coat:
E.. Brick Masonry:
Benjamin Moore #10000 Moorewhite Primer
Benjamin Moore #11001 Alkyd House Paint or Benjamin
Moore #13001 House and Trim Paint
Benjamin Moore #11001 Alkyd House Paint or Benjamin
Moore #13001 House and Trim Paint
1. First Coat: Whitewash
2. Second Coat: Whitewash
F. Porch floors:
1. First coat: Benjamin Moore Porch and Floor Enamel
2. Second coat: Benjamin Moore Porch and Floor Enamel
3. Third coat: Benjamin Moore Porch and Floor Enamel
NOTE: Benjamin Moore Porch and Floor Enamel is self -priming. Prime coat
should be thinned with 1 pint thinner per gallon.
PAINTING .,., _....._.__.... ..._ .._.__..�_..d.�.._ � _,..�,.. . �.. ,..w.., �..p 09900-6
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2.3 APPLICATION EQUIPMENT
A. For application of the approved paint, use only such equipment as is
recommended for application of the particular paint by the manufacturer of the
particular paint, and as approved by the Architect.
B: Prior to use of application equipment, verify that the proposed equipment is
actually compatible with the material to be applied, and that integrity of the
finish will not be jeopardized by use of the proposed equipment.
2.4 OTHER MATERIALS
A. Provide other materials, not specifically described but required for a complete
and proper installation, as selected by the Contractor subject to the approval of
the Architect.
PART 3 - EXECUTION
3.1 SURFACE CONDITIONS
A. Examine the areas and,conditions under which work of this Section will be
performed. Correct conditions detrimental to timely and proper completion of
the Work. Do not proceed until unsatisfactory conditions are corrected.
B. In place test panels of all coatings and colors, applied to each different building
material will be required. for Architect/Engineer approval.
3.2 MATERIALS PREPARATION
A. General:
1. Mix and prepare paint materials in strict accordance with the
manufacturers' recommendations as approved 'by the Architect.
2. When materials are not in use, store in tightly covered containers.
3. Maintain containers used in storage, mixing, and application of paint in a
clean condition, free from foreign materials and residue.
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B. Stirring:
1. Stir materials before application, producing a mixture of uniform density..
2. Do not stir into the material any film which may form on the surface, but
remove the film and, if necessary, strain the material before using.
3.3 SURFACE PREPARATION
A. General:
1. Perform preparation and cleaning procedures in strict accordance with
the paint manufacturers' recommendations as approved by the Architect.
2. Remove removable items which are in place and are not scheduled to
receive paint finish; or provide surface applied protection prior to surface
preparation and painting operations.
3. Following completion of painting in each space or area, reinstall the
removed items by using workmen who are skilled in the necessary trades,
4. Clean each surface to be painted prior to applying paint of surface
treatment.
5. Remove oil and grease with clean cloths and cleaning solvent of low
toxicity and flash point in excess of 200 degrees F, prior to start of
mechanical cleaning.
6. Schedule the cleaning and painting so that dust and other contaminants
from the cleaning process will not fall onto wet newly painted surfaces.
B: Preparation of wood surfaces:
1. Clean wood surfaces until free from dirt, oil, and other foreign substance.
2. Smooth finished wood surfaces exposed to view, using the proper
sandpaper. Where so required, use varying degrees of coarseness in
sandpaper to produce a uniformly smooth and unmarred wood surface.
3. Unless specifically approved by the Architect, do not proceed with
painting of wood surfaces until the moisture content of the wood is 18%
or less as measured by a moisture meter approved by the Architect.
C: Preparation of metal surfaces:
1.. Thoroughly clean surfaces until free from dirt, oil, rust, scale and grease.
2. On galvanized surfaces, use solvent for the initial cleaning, and then treat
the surface thoroughly with phosphoric acid etch. Remove etching
solution completely before proceeding.
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3. Allow to dry thoroughly before application of paint.
4. Prime all non -galvanized metal with a zinc based primer.
3.4 PAINT APPLICATION
A. General:
1. Touch-up shop -applied prime coats which have been damaged, and
touch-up bare areas prior to start of finish coats application.
2. Slightly vary the color of succeeding coats.
a. Do not apply additional coats until the completed coat has been
inspected and approved.
b. Only the inspected and approved coats of paint will be considered
in determining the number of coats applied.
3. Sand and dust between coats to remove defects visible to the unaided
eye from a distance of five feet.
4. On removable panels and hinged panels, paint the back sides to match
the exposed sides.
Bw Drying:
1. Allow sufficient drying time between coats, modifying the period as
recommended by the material manufacturer to suit adverse weather
conditions.
2.. Consider oil -base and oleo -resinous solvent -type paint as dry for
re -coating when the paint feels firm, does not cause lifting or loss of
adhesion of the undercoat.
co Brush applications:
1. Brush out and work the brush coats onto the surface in an even film.
2. Cloudiness, spotting, holidays, laps, brush marks, runs, sags, ropiness,
and other surface imperfections will not be acceptable.
D: Spray application:
1. Except as specifically otherwise approved by the Architect, confine spray
application to metal framework and similar surfaces where hand brush
work would be inferior..
2. Where spray application is used, apply each coat to provide the hiding
equivalent of brush coats.
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3. Do not double back with spray equipment to build up film thickness of
two coats in one pass.
E. For completed work, match the approved Samples as to texture, color, and
coverage. Remove, refinish, or repaint work not in compliance with the
specified requirements.
END OF SECTION
PAINTING 09900-10
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SECTION 1442S
VERTICAL WHEELCHAIR LIFTS
PART 1 GENERAL
1.1 SECTION INCLUDES
A. Unenclosed Vertical Wheelchair Lift.
1.2 RELATED SECTIONS
A. Section 03300 - Cast -In -Place Concrete: Concrete shaftway and anchor placement..
B. Section 04800 - Masonry Assemblies: Masonry shaftway and anchor placement.
C. Section 06100 - Rough Carpentry,: Blocking in framed construction for lift
attachment.
D. Section 09260 - Gypsum Board Assemblies: Gypsum board shaftway.
E. Division. 16 - Electrical: Dedicated telephone service and wiring connections.
F. Division 16 - Electrical: Lighting and wiring connections at top of shaft.
G. Division 16 - Electrical: Electrical power service and wiring connections.
1.3 REFERENCES
A. ASME A17.1- Safety Code for Elevators and Escalators.
B. ASME A17.5 - Elevator and Escalator Electrical Equipment.
C. ASME A18.1- Safety Standard for Platform Lifts and Stairway Chairlifts.
D. CSA B44 - Safety Code for Elevators and Escalators.
E. CSA B355 - Lifts for Persons with Physical Disabilities.
F. ICC/ANSI A117.1- Accessible and Usable Buildings and Facilities.
G. NFPA70-.National Electric Code.
H. CSA - National Electric Code.
1.4 SUBMITTALS
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A. Submit under provisions of Section 01300.
B. Product Data: Manufacturer's data sheets on each product to be used, including:
1. Submit manufacturer's installation instructions, including preparation, storage
and handling requirements.
2. Include complete description of performance and operating characteristics.
3. Show maximum and average power demands.
C. Shop Drawings:
1. Show typical details of assembly, erection and anchorage.
2. Include wiring diagrams for power, control, and signal systems.
3. Show complete layout and location of equipment, including required
clearances and coordination with shaftway.
D,. Selection Samples: For each finished product specified, provide two complete sets
of color chips representing manufacturer's full range of available colors and
patterns.
1.5. QUALITY ASSURANCE
A.,- Manufacturer Qualifications: Firm with minimum 10 years experience in
manufacturing of vertical platform lifts, with evidence of experience with similar
installations of type specified.
B. Installer Qualifications: Licensed to install equipment of this scope, with evidence of
experience with specified. equipment. Installer shall maintain an adequate stock of
replacement parts, have qualified people available to ensure fulfillment of
maintenance and callback service without unreasonable loss of time in reaching
project site.
1.6 REGULATORY REQUIREMENTS
A::: Provide platform lifts in compliance with:
1. ASME A18.1- Safety Standard for Platform Lifts and Stairway Chairlifts.
2. ASME A17.1- Safety Code for Elevators and Escalators.
3. ASME A17.5 - Elevator and Escalator Electrical Equipment.
4. NFPA 70 - National Electric Code.
13 Provide platform lifts in compliance with:
1. CSA B355 - Lifts for Persons with Physical Disabilities.
2. CSA B44.1/ASME A17.5 - Elevator and Escalator Electrical Equipment.,
3. CSA - National Electric Code.
1.7 DELIVERY, STORAGE, AND HANDLING
A. Store products in manufacturer's unopened packaging until ready for installation.;,
VERTICAL WHEELCHAIR LIFTS 14425
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B. Store components off the ground in a dry covered area, protected from adverse
weather conditions.
1.8 PROJECT CONDITIONS
A. Do not use wheelchair lift for hoisting materials or personnel during construction
period.
1.9 WARRANTY
A., Warranty: Provide a two year limited warranty for wheelchair lift materials and
workmanship.
B. Extended Warranty: Provide an extended manufacturer's warranty covering the
wheelchair lift materials and workmanship for the following additional extended
period beyond the initial two year warranty. Preventive Maintenance Agreement
required.
1. Five Years (7 years total).
PART 2 PRODUCTS
2.1 MANUFACTURERS
X. Acceptable Manufacturer: Garaventa Lift; United States -P.O. Box 1769, Blaine,
WA 98231-1769. Canada = 7505 134 A St., Surrey, BC V3W 7B3. ASD. Toll Free:
800-663-6556. Tel: (604) 594-0422. Fax: (604) 594-9915.
Email:productinfo@garaventaIift.com. Web:www.garaventalift.com.
B. Requests for substitutions will be considered in accordance with provisions of
Section 01600.
2.2 UNENCLOSED VERTICAL WHEELCHAIR LIFT
A. Capacity: 750 Ibs (340 kg) rated capacity.
B. Mast Height:
1. Model GVL-OP-60; 63 inches (1600 mm) maximum lifting height.
C. Platform Size and Nominal Clear Platform Dimensions:
1. Standard: 36 inches (914 mm) by 48-7/8 inches (1242 mm) clear platform
dimensions.
D. Platform Configuration:
1. Straight Through: Front and rear openings.
E. Landing Openings: Gates shall be self closing type.
1. Gate Height: 4271/8 inches (1070 mm).
2. Platform Gate: Travels with platform and opens at lower landing.
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3. Upper Landing Gate: Detached, freestanding type.
F, Lift Components:
1. Machine Tower: Custom aluminum extrusion.
2. Base Frame: Structural steel.
3. Platform Side Wall Panels: 16 gauge (1.5 mm) galvanized steel sheet.
4. Platform Access Ramp: 12 gauge (2.5 mm) galvanized steel plates; slip
resistant surfaces.
a. Ramp: Automatic folding type.
5. Side Guard Panels: 42-1/8 inches (1070 mm) high mounted on platform.
6. Outdoor Protection: Lift shall include modifications recommended by
manufacturer for reliable performance in outdoor climate of project site..
G:,. Base Mounting at Lower Landing:
1. Floor Mount: Base of lift shall be mounted on the floor surface of the lower
landing. For access onto the platform provide a ramp of 16 gauge (1.5 mm)
galvanized steel sheet with a slip resistant surface.
H,. Leadscrew Drive:
1. Drive. Type: Self-lubricating acme screw drive.
2. Emergency Operation: Manual handwheel device to raise or lower platform.
3. Safety. Devices:
a. Integral safety nut assembly with safety switch.
4. Travel Speed: 10 fpm (3.0 m/minute).
5. Motor: 2.0 hp (560 W).
6. Power Supply:
a. 120 VAC single phase; 60 Hz on a dedicated 20 amp circuit.
is Platform Controls: 24 VDC control circuit with the following features.
1. Direction Control: Constant pressure rocker switch.
2. Illuminated and audible emergency stop switch shuts off power to lift and
activates audio alarm with battery backup.
3. Keyed operation.
4. Arrival Gong and Digital Floor Display.
J. Call Station Controls: 24 VDC control circuit with the following features.
1. Direction Control:
a. Constant pressure rocker switch.
2. Keyed operation.
3. Call Station Mounting:
a. Upper:
1) Frame mounted.
K, Safety Devices and Features:
1. Grounded electrical system with upper, lower, and final limit switches.
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2. Tamper resistant interlock to electrically monitor that the gate is in the closed
position and the lock is engaged before lift can move from landing.
3. Electrical disconnect shall shut off power to the lift.
4. Under platform safety pan with five waterproof safety switches to.detect
obstruction under platform.
L. Finishes
1. Aluminum Extrusions: Champagne anodized finish.
2. Ferrous Components: Electrostatically applied baked powder finish, fine
textured.
a. Color: Satin Grey, RAL 7030.
PART 3 EXECUTION
3.1 EXAMINATION
A. Do not begin installation until substrates have been properly prepared.
B. Verify shaft and, machine space are of correct size andwithin tolerances.
C. Verify required landings and openings are of correct size and within tolerances.
D. Verify electrical rough -in is at correct location.
E. If substrate preparation is the responsibility of another installer, notify Architect of
unsatisfactory preparation before proceeding.
3.2 PREPARATION
A. Clean surfaces thoroughly prior to installation.
B. Prepare surfaces using the methods recommended by the manufacturer for
achieving the best result for the substrate under the project conditions.
3.3 INSTALLATION
A. Install lifts in accordance with applicable regulatory requirements including ASME A
17.1, ASME A 18.1 and the manufacturer's instructions.
B. Install lifts in accordance with applicable regulatory requirements including CSA
B355, and manufacturer's instructions.
C. Install system components and connect to building utilities.
D. Accommodate equipment in space indicated.
E. Startup equipment in accordance with manufacturer's instructions.
F. Adjust for smooth operation.
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3.4 FIELD QUALITY CONTROL
A. Perform tests in compliance with ASME A 17.1 or A18.1 and as required by
authorities having jurisdiction.
B. Perform tests in compliance with CSA B355 and required by authorities having
jurisdiction.
C. Schedule tests with agencies and Architect, Owner, and Contractor present.
3.5 PROTECTION
A. Protect installed products until completion of project.
B. Touch-up, repair or replace damaged products before Substantial Completion.
END OF SECTION
VERTICAL WHEELCHAIR LIFTS 14425
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SECTION 16010
BASIC ELECTRICAL GENERAL REQUIREMENTS
PART 1 GENERAL
1.1 This section is supported by the requirements of all other Contract Documents.
1.2 SUMMARY
A. This Section governs general procedures and work applicable to Divisions 15 and 16
and to certain equipment and work in Divisions 2, 8; 10, 11, 14, 15 and 16.
1. Furnish . labor, supervision, energy, materials,. tools, transportation,
equipment, permits (if required), insurance, taxes, temporary protection and
correction necessary to provide work shown and specified.
2. Provide apparatus, appliances, material or work not shown on drawings but
mentioned in specifications, or vice versa, and any incidental accessories
necessary to make: work complete and ready for operation or inspection by
inspecting authorities, even if not specified, without additional expense to
Owner.
3. Include minor details not usually shown or specified, but necessary for
proper installation and operation, the same as if specified. In cases where
apparatus is referred to in singular numbers, . it is intended that such
reference include as many such items as are required to complete work.
4. Provide conduit, wiring, and miscellaneous accessories necessary for
complete installation of and final connections to equipment furnished by
Owner, if any, and by other trades.
1.3 RELATED SECTIONS
1. Cutting and Patching.
2. Contract Closeout.
3. Flashing (except cap flashing for roof equipment and ducts).
4. Painting of exposed surfaces including color code painting of piping and conduit:.
5. Access panels.
6. Motor power and control wiring.
1.4 WORK NOT INCLUDED
A. Equipment and wiring provided by local Telephone utility and local Power and Light
utility.
1.5 DRAWINGS
-
BASIC ELECTRICAL GENERAL REQUIREMENTS 16010-1
KEY WEST LIGHTSTATION HISTORIC RESTORATION
A. Drawings are diagrammatic and indicate general arrangement of systems and work::
L Do not scale drawings.
2. Consult architectural drawings, shop drawings and details for exact locations
of fixtures, thermostats and equipment:
a. Where these are not definitely located, obtain this information from
Project Architect/Engineer in writing.prior to any rough -in.
Be, Follow drawings in laying out work.
1. Check drawings of other trades to verify spaces in which work will be
installed.
2. Maintain maximum headroom clearances and space conditions at all points
as required by local codes and regulations.
3. Where headroom or space conditions appear inadequate, obtain instructions
from Project Architect/Engineer before proceeding with installation.
C. Make reasonable modifications, without extra charge to Owner, in layout as
needed to prevent conflict with work of other trades or for proper. execution: of
work.
D;. Engineering drawings are schematic for special equipment since exact dimensions
and roughing -in requirements may vary with different manufacturers.
1.6 COOPERATION WITH OTHER TRADES .
A. Schedule work and provide temporary service and connections for other trades.
B. Schedule work and provide temporary service and connections so existing systems
will not be interrupted when they are required for usage of the existing building(s).
Obtain written approval from the Owner at least 14 days prior to any interruption
or connection.
C. Perform work at such time and in such manner as to cause minimum inconvenience
to the Owner and as approved by the Architect. No allowance will be made.for lack
of knowledge of existing conditions.
D,:. Make all arrangements with the utility company for connecting the new services
and providing all temporary services.
E;::' Field painting of exposed conduit and hangers is specified in the Section entitled
PAINTING. Clean all surfaces and hanger rods free of grease, scale, rust and other
foreign matter ready for painting. Touch up all factory finished, marred in
construction, with factory touch-up kits.
BASIC ELECTRICAL GENERAL REQUIREMENTS 16010-2
KEY WEST LIGHTSTATION HISTORIC RESTORATION
F. Correct, without extra charge, electrical work installed in such a manner to cause
interference with work of other trades, or to cause unacceptable clearance problems.
1.7 SHOP DRAWINGS AND PRODUCT DATA
X Shop drawing requirements are specified in the General Conditions of the Contract
for Construction.
1. Do not ship apparatus or equipment from- stock or fabricate until shop
drawings have been accepted by Project Engineer.
2. Submit shop drawings with pertinent data and with identification mark
numbers specified or scheduled.
3. Shop drawings without identifications mark numbers or with incomplete
performance information will not be reviewed until submission is complete.
B,: Submit shop drawings, or product data where permitted, for the following:
1. Shop drawings of switchgear, switchboards, panelboards, transformers,
lighting fixtures, wiring and cable, raceways and wireways, outlet, pull and
junction boxes, wiring devices, disconnect switches, fuses and circuit breakers,
lightning protection, generator set, day -tank, automatic transfer switch(s) and
fire alarm system.
2. Catalog cuts without shop drawings are not acceptable.
3. Submit 1/2" scale layout drawings for main electrical equipment spaces such as
closets, switchgear rooms, major conduit bank runs and vaults. Submit layout
drawings for review prior to installation of the work.
1.8 RECORD DRAWINGS
A... Keep accurate notes on record drawings of work as actually installed from work as
originally indicated, paying particular attention to dimensioning of outside
underground lines, their offsets and box locations.
1.9 OPERATING INSTRUCTIONS AND MAINTENANCE MANUALS
A..; Upon completion of work and of tests, provide necessary skilled labor and helpers for
operating systems and equipment for a period of 3 days of 8 hours each. Instruct
Owner's authorized representative(s) in operation, adjustment and maintenance of
systems and equipment. Give Owner at least 48 hours notice of proposed instruction
period.
B. Before date of Acceptance Inspection, prepare in reproducible form, detailed
BASIC ELECTRICAL GENERAL REQUIREMENTS 16010-3
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operating and maintenance manuals for installed equipment and systems.
1.. Operating and maintenance manuals shall be used for training of and use by
Owner's operating personnel in operation and maintenance of equipment and
Electrical systems.
2. Manuals shall address equipment, operation of systems and equipment and
parts replacement.
C. Furnish separate manual or chapter for each class of system;
1.10 SUPERVISION
A: Each subcontract trade shall provide services of an experienced superintendent, who
shall be constantly in charge of installation of the work.
1.11 INSPECTIONS PRIOR TO OWNER'S ACCEPTANCE INSPECTION
A. Arrange and schedule as many inspections of work as may be necessary and, when
appropriate, notify Project Architect/ Engineer, in writing, that safety -to -life systems
are functioning in accordance with specifications.
1.12..CERTIFICATES
A. On completion of work, obtain certificates, if required, .of compliance, approval or
acceptance from authorities having jurisdiction over work and deliver these
certificates to Project Architect.
1.13 MANUFACTURER'S NAMEPLATES
A. Each major component of equipment shall have manufacturer's name, address,
model number and rating on a plate securely affixed in a conspicuous place..
B. Nameplate of a distributing agent will not be acceptable:;
1.14 ACCEPTANCE
A. Operation of mechanical and electrical work by Contractor does not constitute
acceptance of work. Acceptance will occur after Contractor has adjusted equipment,
demonstrated that it fulfills requirements of specifications and drawings, corrected
defects, and has furnished all of required certificates, if any.
1.15 SPECIAL WARRANTIES
BASIC ELECTRICAL GENERAL REQUIREMENTS 16010-4
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A. Manufacturer's Equipment and System Warranties: Provide manufacturer's written
warranties which become a part of Contractor's responsibility to Owner in
accordance with General Conditions of the Contract for Construction.
B., Manufacturer's Service: Provide manufacturer's service agreements, where required
elsewhere in Sections of these specifications.
C. Contractor's Corrections of Work:
1. In addition to foregoing special warranties, any warranties made by
Subcontractors to the Contractor are a part of the Contractor's responsibility to
the Owner in accordance with General Conditions of the Contract.
2. Correction of work shall include shipping, labor, supervision and related work
involved in replacing defective parts or materials provide by manufacturer's
under their warranties.
1.16 PRODUCT DELIVERY, STORAGE AND HANDLING
A:; Deliver products to job site in manufacturer's original unopened crates or containers,
clearly labeled with manufacturer's name, product number and brand. Repair
damage sustained by product(s) in transit and handling. If damage sustained while
transporting products to job site is unrepairable, replace the product(s) at no cost to
Owner.
B. Store and protect materials and equipment to prevent damage of any kind: Keep
products dry at all times. Protect exposed metal surfaces with a light oil or.silicone
coating to prevent rust while in storage.
C. Handle products in such a manner to prevent breakage of containers and damage of
any kind.
D, Schedule delivery of materials to job site in accordance with requirements of job
progress to avoid delaying work.
PART 2 PRODUCTS
2.1 MATERIALS AND EQUIPMENT
A;.: Materials and equivalent required for work shall be new, of good quality, furnished,
delivered, erected, connected and finished in every detail, selected and arranged to
BASIC ELECTRICAL GENERAL REQUIREMENTS 16010-5
KEY WEST LIGHTSTATION HISTORIC RESTORATION
fit properly into building spaces. Where no specific kind or quality of material is
given, provide a good quality standard article as accepted by Project
Architect/Engineer.
B. Equipment shall be of type and capacity shown on equipment schedules on drawings
and in specifications and shall be as manufactured by one of manufacturers
designated or equivalent, accepted in advance by Project Architect/Engineer.
C. For ease of maintenance and parts replacement, use equipment from a single
manufacturer to maximum extent possible.
D. Equipment, materials and components shall be new, standard current products of
manufacturers regularly engaged in production of such equipment and shall be
manufacturer's latest design conforming to. specifications. Materials shall be
accepted by code enforcing authorities. Materials used in fire rated construction and
in electrical work shall be UL listed, with UL labels as specified.
E.. Hardware and accessory fitting shall be U.S. Standard sizes designed, intended or
appropriate for the use.. and complimenting items with.which they are used. Furnish
with corrosion protection suitable for the atmosphere in which they are installed.
F.; Conform to Requirements of General Conditions of the Contract for Construction for
coordinating space requirements, mounting arrangement(s).and service connections
when substitute equipment is furnished instead of that used as a basis for design.
Ascertain before ordering that equipment will fit assigned space and that it can be
moved into position without interference from other construction, i.e., check door
clearances, ceiling heights, crane access and the like. Be responsible for expenses
generated by substitution of equipment used as a basis for design. Maintain
clearances as required by the N.E.C.
2.2 IDENTIFICATION OF ELECTRICAL SYSTEM ITEMS
A, Identify electrical equipment and conductors in accordance with following:
1. Distribution Equipment: Major components of distribution system such as
circuit breakers, switches, switchboards; panelboards, switchgear shall have
nameplates with equipment identification, voltage and phase ratings and
source of feed or circuit utilization. Equipment identification shall correspond
to the designation on single line diagram. Panelboards shall have typed
directories.
2. Starters, Disconnect Switches and Controls: Provide. laminated phenolic
nameplates with white letters on a black field secured with flush fastenings
BASIC ELECTRICAL GENERAL REQUIREMENTS 15010-6
KEY WEST LIGHTSTATION HISTORIC RESTORATION
identifying equipment served.
3. , Conductors: Color code wire and cable for feeders and branch circuits as
follows unless otherwise required by local codes or electric utility company.
PHASE
208Y 120V.
480Y 277V
A
Black
Brown
B
Red
Purple
C
Blue
Yellow
Neutral
White
Gray
Ground
Green
Green
4. Ground Fault Protected Devices:
a. Identify devices protected by ground fault interrupters.
b. Receptacles, not otherwise identified by manufacturer, shall have cover
plates with words "Protected by GFI" and "Test Before Using" engraved
thereon.
2.3 UNDERWRITERS' LABORATORIES LISTING AND LABELS
A: Where materials and. equipment are available under continuing inspection and
labeling of UL, provide such material and equipment.
B. Listing by Underwriters' Laboratories shall be evidenced by label or,
UL - Electrical Construction Materials List (Green Book),
UL - Electrical Appliance and Utilization Equipment List.
UL - Building Materials List.
PART 3 EXECUTION
3.1 INSPECTION
A.. Verify/examine that the surfaces, substrates, and conditions are satisfactory to
receive electrical general provisions, and are free from deviations/defects affecting
quality of the work.
B. Notify Contractor in writing of conditions detrimental to proper/timely completion of
the work.
BASIC ELECTRICAL GENERAL REQUIREMENTS 16010-7
KEY WEST LIGHTSTATION HISTORIC RESTORATION
C. Do not proceed with work until unsatisfactory conditions have been corrected in a
manner acceptable to installer.
D,. Beginning of installation will be construed as acceptance of existing substrates,
surfaces, and conditions.
3.2 EQUIPMENT INSTALLATION
A. Obtain services of manufacturer's representatives of major electrical equipment at
job site during erection or construction of their equipment to insure proper
installation. Failure to have such checks made. by manufacturers shall place full
responsibility for proper installation on Contractor who shall.make any corrections or
remedy defects at no additional cost to Owner.
B, Where necessary to meet space conditions bring equipment to its ultimate location
in pieces or otherwise disassembled, then assemble it in place. Provide flanges, studs
and the like formatching, alignment and field assembly.
C. Conduct field tests of equipment after assembly and during under direct supervision
of manufacturer's representative. Upon satisfactory conclusion of field tests,
manufacturer shall furnish, fo.r. each such apparatus or equipment, a written
statement certifying that therehas been no invalidation. of any warranties or
guaranties, nor impairment of capacity or functioning of apparatus or equipment.
Field tests shall be in addition to all factory tests, shop tests and final tests and
adjustments.
D. Avoid field assembly wherever possible by suitable scheduling of the general
construction work.
1. Extra compensation will not be allowed. for those cases where it is necessary to
field assemble equipment or apparatus.
3.3 FABRICATION AND INSTALLATION
A.. Workers: Use thoroughly trained and experienced workers, completely familiar with
items to be installed and manufacturer's current recommended methods of
installations.
B. Set equipment level, properly aligned and bolted together where in sections. Secure
equipment and materials firmly in place: Screws, bolts, nuts, clamps, fittings or other
fastening devices shall be made up tight.
BASIC ELECTRICAL GENERAL REQUIREMENTS 16010-8
KEY WEST LIGHTSTATION HISTORIC RESTORATION
C. Repair to a new condition, or replace materials damaged during delivery, storage or
installation. Touch-up scratched or marred finishes on equipment to match original
finish or completely refinish.
D.. Factory paint or finish enclosures, panels, cabinets, relays, safety switches, fixtures
and other exposed equipment or accessories except as indicated otherwise. Group
mounted items shall be similar in finish and color.
E: Make connections for air conditioning and ventilating equipment and controls.
Follow manufacturers recommendations and system requirements when no other
information available.
F; Support electrical raceways; conduits and light fixtures from overhead structure, not
from ducts, pipes, conduits or the like. Support piping and HVAC ducts from overhead
structure, not from ducts, pipes, conduits or equipment.
G. In order to use same means of support for electrical and mechanical items, design
combined support system and coordinate to safely support suspended items.
3.4 HOUSEKEEPING
A. Clean exposed surfaces: raceways and equipment which have become covered with
dirt, plaster or other material during handling and construction before such surfaces
are prepared for painting or enclosed within building structure,
B. Keep raceway openings closed by means of plugs or caps to prevent entrance of
foreign matter.
1. Cover fixtures, equipment and apparatus to protect them against dirt, water,
chemical or mechanical damage both before and after installation.
2. Damaged fixtures, equipment or apparatus shall be restored to its original
condition or replaced at no cost to Owner.
3.5 EXCAVATION AND BACKFILLING
A. Excavation, backfilling and compaction of trenches required for the installation of
electrical services and to points of connection with exterior underground utilities
outside of the building shall be performed as specified in Trenching, Backfilling and
Compaction for Utilities - Refer to Division 2 sections.
3.6 SLEEVES BLOCKOUTS, CUTTING AND PATCHING, CORING AND, DRILLING
A. Sleeves;
BASIC ELECTRICAL GENERAL REQUIREMENTS 16010-9
KEY WEST LIGHTSTATION HISTORIC RESTORATION
1. All conduits passing through concrete slabs shall be provided with sleeves.
2; All conduits passing through interior concrete or masonry walls and partitions
shall be provided with sleeves.
3. Where pipe motion due to expansion and contraction will occur, sleeves shall
be of sufficient diameter to permit free movement of pipe.
B. Cutting and Patching:
1. Cut and patch as needed for installation of electrical equipment. Perform finish
patching according to specifications for each finish, by mechanics skilled in
each type finish.
2, Install work so that no undue cutting and patching will be required in building
construction. Do no cutting that may impair strength of building construction.
Install work in various portions of building as construction progresses. Do not
delay construction of building.
3. Cut, and patch as needed for conduits where sleeves and inserts were not
installed, or where incorrectly located.
4. Provide for cutting out holes in structural steel webs (number, size and
location) by means of shop drawing submittal and review only as approved by
Project Architect/Engineer. Reinforce holes as directed by Project
Architect/Engineer.
C. Coring and Drilling:
1. If a sleeve is omitted; core drill to permit insertion of a pipe sleeve with
sufficient clearance to permit grouting in place with specified backer rod and
sealant space between the line and sleeve.
2. When core drilling or cutting duct holes in foundations, walls, beams, columns
or structural slabs, determine the location of reinforcement and tendons
before coring.
3. Holes, except for small screws, may not bedrilled in beams or other structural
members, without obtaining prior acceptance of Project Architect/Engineer.
3.7 WATERPROOFING AND ROOFING
A. Where electrical work penetrates building envelope, or any waterproofed
construction, method of installation shall be performed in a manner to prevent
transmission of water, heat, cold and drafts.
B.I. Follow details, including architectural, which establish types of waterproofing
construction for each penetration condition.
C. Where a detail suitable to encountered condition is lacking, request instructions from
BASIC ELECTRICAL GENERAL REQUIREMENTS 16010-10
KEY WEST LIGHTSTATION HISTORIC RESTORATION
Project Architect/Engineer:,
D. Provide necessary sleeves, sealing and flashing required to make opening watertight
3.8 FINAL TESTING, ADJUSTMENTS AND ACCEPTANCE OF ELECTRICAL EQUIPMENT AND
SYSTEMS
A. Schedule testing and cleared through Project Architect/Engineer.
1. No testing of any kind shall be done or scheduled without clearance by Project
Architect/Engineer.
2. Furnish Project Architect/Engineer with name of person who will be in charge
of testing, energizing and start-up.
3. Confer with Project Architect/Engineer on procedures to be followed in
obtaining clearances for electrical equipment:
4. Procedures as finally agreed upon shall be adhered to.
B. Complete test and inspection records shall be made and incorporated into a report
r- for each piece of equipment tested.. Record readings taken. Submit four copies to
Project Architect for review.
C. Notify Project Architect in writing at least.one week prior to test, establishing time
that test is to be performed.
1. Perform tests in presence of Project Architect/Engineer:
D:. Furnish necessary meters, instruments, temporary wiring and labor to perform
required tests and adjustments of equipment and wiring including electrical
equipment furnished by others, to determine proper polarity, phasing, freedom from
grounds and shorts and operation of equipment. Measuring instruments shall be
properly calibrated.
E. Demonstrate materials and manner of installation to be in accordance with the
requirements of state and local public authorities, the utility company and NFPA.
F; Energize equipment following established procedures after certification by the
Contractor that the installation is satisfactory.
G.;: Wiring:
1. Check system and equipment grounds for resistance using the Megger ground
tester in. accordance with manufacturer's instructions. Investigate circuits
showing insulation resistance less than minimum values given in N.E.C. Correct
weak points.
BASIC ELECTRICAL GENERAL REQUIREMENTS 16010-11
KEY WEST LIGHTSTATION HISTORIC RESTORATION
2. Overall resistance of the ground system shall be no greater than 25 ohms.
Inspect grounding system to insure that above -ground cables and connections
are suitably protected. Provide additional ground rod, if needed, to obtain the
specified resistance.
3. Make ground resistance tests at test points designated by the Project
Architect/Engineer. Make ground resistance tests in accordance with James G.
Biddle.Company Bulletins 25T2 and 25-J.
4. Correct or replace nominal current -carrying circuits which are defective or
grounded. Correct other troubles encountered in these tests.
H. Breakers: Set breakers so equipment will be in proper operating_ condition before
being placed in service. Perform final operational tests to determine that wiring
connections are correct.
Lighting:
1. Check lighting fixtures and receptacles for proper operation. At completion of
work, clean fixtures and lenses and replace missing and burned out lamps.
2. In residential projects, provide keyless lamp holders and bulbs to all lighting
outlets for future tenant luminaires, in order to comply with inspecting
authority requirements.
J. Motors:
1. Make these tests on motors before start-up: Check. motor nameplates for HP,
speed, phase and voltage. Check bearings to see if they are filled with oil or
grease. Lubricate. Check coupling alignment and shaft end -play.
2. Make these tests on motors during start-up:
a. Check shaft rotation before final connections are made. Check for
bearing temperature and smooth operation.
b. Take a current reading at full load using a clamp -on ammeter. If
ammeter is over the rated full load current, determine reason for the
discrepancy and take corrective action.
3. After. all connections are made, test motors and equipment for proper
operation. Investigate cause of any motor operating above full load rating and
remove cause, or report to Project Architect/Engineer instead of increasing
overload heater rating.. Check rotation of motors.
4. Check overload elements in motor starters for suitability to the motor
characteristics'. Replace any overload element that does not conform to starter
manufacturer's recommendations based on actual nameplate current rating of
the motor. Investigate the cause of any motor operating above full load rating
and correct. Under no circumstances shall oversize overload relay trip rating
be substituted.
BASIC ELECTRICAL GENERAL REQUIREMENTS 16010-12
KEY WEST LIGHTSTATION HISTORIC RESTORATION
K. Transformers: Megger .winding insulation resistance, primary and secondary -to -
ground and primary -to -secondary. Windings shall exhibit resistance in megohms
equal to eight times the voltage rating of the winding in kV.
L. Control and Alarms: Check control and alarm circuits for proper operation. Test
switchgear, switchboards, fire alarm system, as specified in each Section.
M: Service Voltage: Check service voltage at no-load and at full load on the distribution
system. The objective shall be to maintain the equipment terminal voltage at less
than 10% above nameplate rating at full system load. Then set transformer no-load
taps so that at normal loading the average operating voltages at the terminals of all
utilization equipment matches the nameplate voltage of that equipment as closely as
possible.
N, Test all circuits, which under any circumstances can be paralleled, for proper phasing
using hot phasing.
O.: Acceptance: Observation of the operation of the electrical installation and
equipment by the Project Architect/Engineer does not constitute acceptance of the
Work. Acceptance will be made after the Contractor has adjusted his equipment,
demonstrated that it meets the requirements of the Contract Document, and has
furnished all the required certificates.
3.10 TOOLS AND SPARE PARTS
A. Use only tools designed for each operation. Keep tools in good condition. Do not
use worn or broken tools. Wrench and vise teeth shall be sharp and clean to prevent
damage to the materials. Screw drivers and wrenches shall be. of the proper size to
prevent damage to head or nuts.
13_ Deliver special tools and spare parts provided with equipment. to an authorized
representative of the Owner. Obtain signed and dated receipts.
3.11 DEMONSTRATION
A. Demonstrate .the essential features of the -following mechanical and electrical
systems upon completion of satisfactory testing:
1. Power System.
2. Lighting System.
3. Fire Alarm System.
4. Emergency Generator.
BASIC ELECTRICAL GENERAL REQUIREMENTS 16010-13
KEY WEST LIGHTSTATION HISTORIC RESTORATION
B. Hold the demonstrations in the presence of the Owner or his designated
representatives and the Project Architect/Engineer to show functions, locations and
relationships to the Drawings. Demonstrate how to "start -stop", reset, replace, and
emergency procedures. Demonstrate one system at a time.
3.12 EXISTING CONDITIONS
A:, All work herein described and shown on drawings and required to make project
complete in every respect, plus any and all patching necessary shall be done to the
complete satisfaction of the.Project Architect/Engineer and shall be accomplished in
strict accordance with the drawings and technical specifications. All materials shall
match existing where applicable and all construction and - alteration left in new
condition.
B. All items to be removed shall be removed with utmost care and without damage, and
those items not designated to be reused shall be delivered to the Owner or disposed
of as per his written instructions.
C. All alterations, demolition, and removal, cutting and patching and. other work
necessary for construction of this contract shall be performed without additional cost
to the Owner. This shall include removal, rerouting, etc., of all electrical items
required to complete installation intended.
M. Patch or replace all damaged. floor, wall, ceiling, etc.. surfaces altered to
accommodate the new construction. Patched surfaces shall match existing adjacent
surfaces.
E: All . cutting, patching, demolition, repairing, replacing etc., necessary under this
Contract shall be coordinated by .the General Contractor. Where applicable,
coordinate work with utility companies, local and state authorities having
jurisdiction, Owner's representative and all applicable codes.
F; Where alterations take place in occupied areas, Contractor shall clean up daily, and
noise shall be kept to a minimum.
G., None of the services to existing buildings shall be disrupted in anyway except with
the express permission -of the Owner.
H, All equipment presently "hot" and required to be maintained shall be returned to this
condition after performing the changes to existing building. Reroute conduits and
extend or replace circuits as required. Perform work at convenience of the Owner.
BASIC ELECTRICAL GENERAL REQUIREMENTS 16010-14
KEY WEST LIGHTSTATION HISTORIC RESTORATION
1. Execute all work in such a manner and to avoid interference with the use of passage
to and from adjoining buildings or areas.
L. The Contractor shall be fully responsible for any damage to existing building and to
contents thereof including machinery, furniture, equipment, etc., and damage to
buildings or contents thereof due to Contractor operations, shall be repaired or
replaced at direction of Project Architect/Engineer, by the Contractor, at no extra
cost to the Owner.
K. Connection to existing structures shall be made in such a manner that as little time as
absolutely possible will be taken, and Contractor will be required to coordinate fully
with Owner in connection with convenience and safety of all persons involved,
including employees..
L. Prior to commencement of work, verify measurements of building site. Submit
discrepancies and differences to Architect/Engineer for consideration and decision
before proceeding.
M.zi Obtain full information regarding peculiarities and limitations of space available for
installation of all materials under contract. No extras.will be allowed for any rework
due to failure to bring this to the engineer's attention prior to rough -in.
END Of SECTION
BASIC ELECTRICAL GENERAL REQUIREMENTS
16010-15
EXHIBIT 3:
Proposal:
Drace Construction Corp
KEY WEST LIGHT STATION RENOVATIONS
SECTION 00110
PROPOSAL FORM
PROPOSAL TO: MONROE COUNTY BOARD OF COUNTY COMMISSIONERS
c/o PURCHASING DEPARTMENT
1100 SIMONTON STREET
ROOM 2-213
KEY WEST, FLORIDA 33040
PROPOSAL FROM: Drace Construction Corp
PO Box 1797
Gulfport, MS 39502
The undersigned, having carefully examined the Work and reference Drawings, Specifications,
Proposal, and Addenda thereto and other Contract Documents for the construction of:
KEY WEST LIGHT STATION RENOVATIONS
Monroe County, FI
and having carefully examined the site where the Work is to be performed, having become
familiar with all local conditions including labor affecting the cost thereof, and having familiarized
himself with material availability, Federal, State, and Local laws, ordinances, rules and
regulations affecting performance of the Work, 'does hereby propose to furnish all labor,
mechanics, superintendents, tools, material, equipment, transportation services, and all
incidentals necessary to perform and complete said Work and work incidental hereto, in a
workman -like manner, in conformance with said Drawings, Specifications, and other Contract
Documents including Addenda issued thereto.
The undersigned further certifies that he has personally inspected the actual location of where
the Work is to be performed, together with the local sources of supply and that he understands
the conditions under which the Work is to be performed. The successful proposer shall assume
the risk of any and all costs and delays arising from the existence of any subsurface or other
latent physical condition which could be reasonably anticipated by reference to documentary
information provided and made available, and from inspection and examination of the site.
The Base Proposal shall be furnished below in words and numbers. If there Is an
inconsistency between the two the Proposal In words shall control.
four hundred thirty one thousand eight
Dollars.
(Total Base Proposal- words)
$ 431,008.00
(Total Base Proposal — numbers)
I acknowledge Alternates as follows:
ADD Alternate No.1: Patching of slate roofing at keepers quarters, oilhouse, and wood shingle
roofing at shed building.
six thousand four hundred sixty five
(Cost in words) /100
VKUVUSAL 1-UHM 00110-Page 19 of 207
EXHIBIT
e
KEY WEST LIGHT STATION RENOVATIONS
Dollars {$' 6,465_
ADD Alternate No.2: New Copper Gutters and Downspouts at the Lighthouse keepers
quarters.
fourteen thousand nine hundred sixteen /100
(Cost in words)
Dollars ($. 14,916 j
ADD Alternate No.3: Patching and Painting of interior masonry at the Lightouse.
thirty thousand two hundred sixty nine /100
(Cost in words)
Dollars ($ 30,269 j
I acknowledge receipt of Addenda No.(s)
No. 1 Dated.., 4/16/2.0.15:,
No. 2 Dated 4 / 17 / 2 015
No. Dated .. _
No. Dated
PROPOSAL FORM 0011O-Page 20 of 207
KEY WEST •LIGHT STATION RENOVATIONS
Proposer, states by his check mark in the blank beside the form and by his signature that he
has provided the following forms (located in Section 00110):
a. Proposal Form
b. Proposal Security (Bid Bond)
C. Non -Collusion Affidavit
d.. Lobbying and Conflict of Interest Clause
e. Drug -Free Workplace Form
f. Subcontractor Listing Form
g. Proposer's Insurance and Indemnification Statement
h. Insurance Agents Statement (signed by agent)
I. Local Preference Form and requirements (if applicable)
In addition, Proposer states that he has included a certified copy of Contractor's License, and
Monroe County Occupational License. (Check mark items above, as a reminder that they
are included.)
Mailing Address;; P.O. Box 1797
Gulfport, MS 39502
Witness: 4;i,+raGSeal)
PROPOSAL FORM 00110-Page 21 of 207
KEY WEST LIGHT STATION RENOVATIONS
SECTION 001.10.
NON -COLLUSION AFFIDAVIT
it .:.. John Drace of the city . G114ort, MS....:...
according to law on my oath, and under penalty of perjury, depose and say that: .
'l.
STATE OF:
COUNTY OR.
am. President,....: .. ..
of the firm of.: Trace C;onstruetion Corn_ ...
the proposer making the Proposal for the project described in the notice for calling for proposals
for:
and that I executed the said proposafwith full authority to do so;
The prices in this proposal have been arrived at independently without collusion, consultation,
communication or agreement for the purpose of restricting competition, as to any matter relating to
such prices with any other proposer or with any competitor;
Unless otherwise required by law, the prices which have been quoted in this proposal have not
been knowingly disclosed by the proposer and will not knowingly be disclosed by the proposer prior
to proposal opening, directly or indirectly, to any other proposer or to any competitor; and
No attempt has been made or will be made by the proposer to induce any other person, partnership
or corporation to submit, or not to submit, a proposal for the purpose of restricting competition; and
The statements contained in this affidavit are true and correct, and made with full knowledge that
said project.
tfgnatiu .cif Pto.posery
(Date)
PERSONALLY APPEARED BEFORE ME, the undersigned authority,,' 1tax&
who, after first being sworn by me, (name of individual signing) affixed his/her signature in the space provided above
on this; .......1� ..._ day;of i"�L�r.... , 20�.�,,
My commission expires:c�
PROPOSAL FORM 00110-Page 23 of 207
KEY WEST LIGHT STATION RENOVATIONS
LOBBYING AND CONFLICT OF INTEREST CLAUSE
SWORN STATEMENT UNDER ORDINANCE NO.010-1990
MONROE COUNTY, FLORIDA
ETHICS CLAUSE
Dmre t :nn.strnrtinn Carp "'
(Company)
warrants that he/it has not employed, retained or otherwise had act on his/its behalf any former County
officer or employee in violation of Section 2 of Ordinance No. 010-1990 or any County officer or employee in violation
of Section 3 of Ordinance No. 010-1990. For breach or violation of this provision the County may, in its discretion,
terminate this contract without liability and may also, in its discretion, deduct from the contract or purchase price, or
otherwise recover, the full amount of any fee, commission, percentage, gift, or consideration paid to the former
County officer or employee".
( 9nature)
STATE OF: �r
COUNTY OF:
Subscribed and sworn to (or affirmed) before me on ��:1r? 1.C� , 'ably (date)
by%n�n_r, 406C.e. (name of affiant);She is personally known to me
or has produced
identification)
NOT.
My commission expires:
as identification. (Type of
NOTAAYPUBUO ti.;k
t0'NM 607}2
�YG?�mrnisdon.�}s ;
PROPOSAL FORM 00110-Page 24 of 207
KEY WEST LIGHT STATION RENOVATIONS
DRUG -FREE WORKPLACE FORM
The undersigned vendor in accordance with Florida Statute 287.087 hereby certifies that:
.Coro. -
(Name of Business)
1. Publishes a statement notifying employees that the unlawful manufacture, distribution,
dispensing, possession, or use of a controlled substance is prohibited in the workplace and
specifying the actions that will be taken against employees for violations of such prohibition.
2. Informs employees about the dangers of drug abuse in the workplace, the business's
policy of maintaining a drug -free workplace, any available drug counseling, rehabilitation, and
employee assistance programs, and the penalties that may be imposed upon employees for
drug abuse violations.
3. Gives each employee engaged in providing the commodities or contractual services that
are under proposal a copy of the statement specified in subsection (1).
4. In the statement specified in subsection (1), notifies the employees that, as a condition
of working on the commodities or contractual services that are under proposal, the employee
will abide by the terms of the statement and will notify the employer of any conviction of, or plea
of guilty or nolo contendere to, any violation of Chapter 893 (Florida Statutes) or of any
controlled substance law of the . United States or any state, for a violation occurring in the
workplace no later than five (5) days after such conviction.
5. Imposes a sanction on, or require the satisfactory participation in a drug abuse
assistance or rehabilitation program if such is available in the employee's community, or any
employee who is so convicted.
6. Makes a good faith effort to continue to maintain a drug -free workplace through
implementation of this section.
As the person authorized to sign the statement, I certify that this firm complies fully with the
above requirements:
Proposer's Signature
Date
PROPOSAL FORM 00110-Page 26 of 207
KEY WEST LIGHT STATION RENOVATIONS
PUBLIC ENTITY CRIME STATEMENT
"A person or affiliate who has been placed on the convicted vendor list following a conviction for
public entity crime may not submit a bid on a contract to provide any goods or services to a public
entity, may not submit a bid on a contract with a public entity for the construction or repair of a
public building or public work, may not submit bids on leases of real property to public entity, may
not be awarded or perform work as a contractor, supplier, subcontractor, or CONTRACTOR under a
contract with any public entity, and may not transact business with any public entity in excess of the
threshold amount provided in Section 287.017, Florida Statutes, for CATEGORY TWO for a period
of 36 months from the date of being placed on the convicted vendor list."
I have read the above and state that neither Drace.Construction.Corp• ....-
(Proposer's name) nor any Affiliate has been placed on the convicted vendor list within the last 36
months.
Sigriafaie)
Date: 50- APP-'
STATE OF: tlf� 5 ..
COUNTY OF.
Subscribed and sworn to (or affirmed) before me on the ., per. day of t \
? b name of afftant e ersonallY t+i�owti,
1 Y 1n�m- ( ) W 1'
Slis
to me or has pro aced (type of
identification) as identification;; ••,��sEOFAnn
My Commission Expires: . M n �� �, �1 a b18 •�
NO' ARY PUBLIC }
................ . .... _
PROPOSAL FORM 00110-Page 27 of 207
KEY WEST LIGHT STATION RENOVATIONS
SUBCONTRACTOR LISTING FORM
Division Subcontractor Contact Person Ph # wlarea Fax: Cell:
code
04500
Pro Painting Contractors, Inc.
John Harper
04500
Millennium Painting of Key West
Brian Suprynowicz
05500
Alex Klahm Architectural Metal
Alex Klahm
06200
P2 Interior Millwork
Phillip Pierce
05560
Alex Klahm Architectural Metal
Alex Klahm
07320
A -Plus Roofing of Key West
Vincent Scardina
09900
Pro Painting Contractors, Inc.
John Harper
09900
Millennium Painting of Key West
Brian Suprynowicz
14450
Garavento Lift
Jessica I Bryan
(228) 207-4449 (228) 207-4512
(305) 797-5197
(727)898-9999
(305) 923-0538
(727)898-9999
(305)296-2568 (305)923-1514
(228) 207-4449 (228) 207-4512
(305) 797-5197
(866) 220-4781
Addess:
4353 Melvin Road, Biloxi MS 39532
1419 12th St, Key West FL 33040
15 Eight Street North
St. Petersburg, FL 33701
4113 eagle Ave, Key West FL 33040
15 Eight Street North
St. Petersburg, FL 33701
5686 Maloney Ave
Stock Island Key West, FL 33040
4353 Melvin Road, Biloxi MS 39532
1419 12th St, Key West FL 33040
PROPOSAL FORM 00110-page 28 of 207
KEY WEST LIGHT STATION RENOVATIONS
SECTION 00120
INSURANCE REQUIREMENTS AND FORMS
MONROE COUNTY, FLORIDA
Insurance Checklist
FOR
Proposer
Workers' Compensation
X Workers' Compensation Statutory Limits
WC1
Employers Liability
WC2 X
Employers Liability
WC3
Employers Liability
WCUSLH
US Longshoremen &
Harbor Workers Act
WCJA
Federal Jones Act
Bodily Injury by
Accident/Bodily
Injury by Disease, policy
limits/Bodily Injury by Disease
each employee
$100, 000/$500, 000/$100, 000
$500, 000/$500, 000/$500, 000
$1, 000, 000/$1, 000, 000
/$1, 000, 000
Same as Employers'
Liability
Same as Employers'
Liability
INSURANCE REQUIREMENTS AND FORMS 00120-Page 29 of 207
KEY WEST LIGHT STATION RENOVATIONS
General Liability
As a minimum, the required general liability coverages will include:
• Premises Operations • Products and Completed Operations
• Blanket Contractual 0 Personal Injury
• Expanded Definition
of Property Damage
Required Limits:
GL1
GL2
GI-3
GI-4
X
Required Endorsement:
GLXCU
GLLIQ
GLS
$200,000 per Person; $300,000 per Occurrence
$200,000 Property Damage
or
$300,000 Combined Single Limit
$300,000 per Person; $500,000 per Occurrence
$200,000 Property Damage
or
$500,000 Combined Single Limit
$500,000 per Person; $1,000,000 per Occurrence
$100,000 Property Damage
or
$1,000,000 Combined Single Limit
$2,000,000 Combined Single Limit
Underground, Explosion and Collapse (XCU)
Liquor Liability
Security Services
All endorsements are required to have the same limits as the basic policy.
INSURANCE REQUIREMENTS AND FORMS 00120-Page 30 of 207
KEY WEST LIGHT STATION RENOVATIONS
Vehicle Liability
As a minimum, coverage should extend to liability for:
Owned; Non -owned; and Hired Vehicles
Required Limits:
VL1
VL2
VL3
VL4
*1
Miscellaneous Coverages
$50,000 per Person: $100,000 per Occurrence
$25,000 Property Damage
or
$100,000 Combined Single Limit
(The use of VL1 should be limited to special projects that
involve
other governmental entities or "Not for Profit" organizations.
Risk Management must approve the use of this form).
$200,000 per Person; $300,000 per Occurrence
$200,000 Property Damage
or
$300,000 Combined Single Limit
$500,000 per Person; $1,000,000 per Occurrence
$100,000 Property Damage
or
$1,000,000 Combined Single Limit
$5,000,000 Combined Single Limit
BR1 X
Builders'
Limits equal to the
Risk
total cost of construction completed
project.
MVC
Motor Truck
Limits equal to the maximum
Cargo
value of any one shipment.
PRO1
Professional
$ 300,000 per Occurrence/$
500,000Agg.
PR02
Liability
$ 500,000 per Occurrence/$1,000,000
Agg.
PR03
$1,000,000 per Occurrence/$2,000,000
Agg.
POL1
Pollution
$ 500,000 per Occurrence/$1,000,000
Ag
POL2
Liability
$1,000,000 per Occurrence/$2,000,000
Ag
POL3
$5,000,000 per Occurrence/$10,000,000
INSURANCE REQUIREMENTS AND FORMS 00120-Page 31 of 207
KEY WEST LIGHT STATION RENOVATIONS
ED1
Employee
$ 10,000
ED2
Dishonesty
$100,000
GK1
Garage
$ 300,000 ($ 25,000 per Veh)
GK2
Keepers
$ 500:000 ($100,000 per Veh)
GK3
$1,000,000 ($250,000 per Veh)
MED1
Medical
$ 300,000/$ 750,000 Agg.
MED2
Professional
$ 500,000/$ 1,000,000 Agg.
MED3
$1,000,000/$ 3,000,000 Agg.
MED4
$5,000,000/$10,000,000 Agg.
IF
Installation
Maximum value of Equipment
Floater
Installed
VLP1
Hazardous
$ 300,000 (Requires MCS-90)
VLP2
Cargo
$ 500,000 (Requires MCS-90)
VLP3
Transporter
$1,000,000 (Requires MCS-90)
BLL
Bailee Liab.
Maximum Value of County Property that
will be in the Bailee's possession.
HKL1
Hangarkeepers
$ 300,000
HKL2
Liability
$ 500,000
HKL3
$ 1,000,000
AIR1
Aircraft
$ 1,000,000
AIR2
Liability
$ 5,000,000
AIRS
$50,000,000
AE01
Architects Errors
$ 300,000 per Occurrence/$ 500,000
Agg.
AE02
& Omissions
$ 500,000 per Occurrence/$1,000,000
Agg.
AE03
$ 1,000,000 per Occurrence/$3,000,000
Agg.
E01
Engineers Errors
$ 300,000 per Occurrence/$ 500,000
Agg.
E02
& Omissions
$ 500,000 per Occurrence/$1,000,000
Agg.
E03
$ 1,000,000 per Occurrence/$3,000,000
M
INSURANCE REQUIREMENTS AND FORMS 00120-Page 32 of 207
KEY WEST LIGHT STATION RENOVATIONS
GENERAL LIABILITY
INSURANCE REQUIREMENTS
FOR
CONTRACT: KEY WEST LIGHT STATION RENOVATIONS
BETWEEN
MONROE COUNTY, FLORIDA
AND
Prior to the commencement of work governed by this contract, the Contractor shall
obtain General Liability Insurance. Coverage shall be maintained throughout the life of
the contract and include, as a minimum:
• Premises Operations
• Products and Completed Operations
• Blanket Contractual Liability
• Personal Injury Liability
• Expanded Definition of Property Damage
The minimum limits acceptable shall be:
$300,000 per Person;
$500,000 per Occurrence
$200,000 Property Damage
or
$500,000 Combined Single Limit
An Occurrence Form policy is preferred. If coverage is provided on a Claims Made
policy, its provisions should include coverage for claims filed on or after the effective
date of this contract. In addition, the period for which claims may be reported should
extend for a minimum of twelve (12) months following the acceptance of work by the
County.
The Monroe County Board of County Commissioners shall be named as Additional
Insured on all policies issued to satisfy the above requirements.
GL
INSURANCE REQUIREMENTS AND FORMS 00120-Page 34 of 207
KEY WEST LIGHT STATION RENOVATIONS
VEHICLE LIABILITY
INSURANCE REQUIREMENTS
FOR
CONTRACT: KEY WEST LIGHT STATION RENOVATIONS
BETWEEN
MONROE COUNTY, FLORIDA
AND
Recognizing that the work governed by this contract requires the use of vehicles, the
Contractor, prior to the commencement of work, shall obtain Vehicle Liability Insurance.
Coverage shall be maintained throughout the life of the contract and include, as a
minimum, liability coverage for:
• Owned, Non -Owned, and Hired Vehicles
The minimum limits acceptable shall be:
$300,000 Combined Single Limit (CSL)
If split limits are provided, the minimum limits acceptable shall be:
$200,000 per Person
$300,000 per Occurrence
$200,000 Property Damage
The Monroe County Board of County Commissioners shall be named as Additional
Insured on all policies issued to satisfy the above requirements.
VL
INSURANCE REQUIREMENTS AND FORMS 00120-Page 35 of 207
KEY WEST LIGHT STATION RENOVATIONS
WORKERS' COMPENSATION
INSURANCE REQUIREMENTS
FOR
CONTRACT: KEY WEST LIGHT STATION RENOVATIONS
BETWEEN
MONROE COUNTY, FLORIDA
AND
Prior to the commencement of work governed by this contract, the Contractor shall
obtain Workers' Compensation Insurance with limits sufficient to respond to the
applicable state statutes.
In addition, the Contractor shall obtain Employers' Liability Insurance with limits of not
less than:
$500,000 Bodily Injury by Accident
$500,000 Bodily Injury by Disease, policy limits
$500,000 Bodily Injury by Disease, each employee
Coverage shall be maintained throughout the entire term of the contract.
Coverage shall be provided by a company or companies authorized to transact
business in the state of Florida.
If the Contractor has been approved by the Florida's Department of Labor, as an
authorized self -insurer, the County shall recognize and honor the Contractor's status.
The Contractor may be required to submit a Letter of Authorization issued by the
Department of Labor and a Certificate of Insurance, providing details on the Contractor's
Excess Insurance Program.
If the Contractor participates in a self-insurance fund, a Certificate of Insurance will be
required. In addition, the Contractor may be required to submit updated financial
statements from the fund upon request from the County.
INSURANCE REQUIREMENTS AND FORMS 00120-Page 33 of 207
DATE (MMIDD/YYYY)
ACC CERTIFICATE OF LIABILITY INSURANCE
4/28/2015
THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS
CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES '
BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED '..
REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER.
IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. If SUBROGATION IS WAIVED, subject to
the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the
certificate holder in lieu of such endorsements .
PRODUCER
Jackson-Alliant Insurance Services, Inc.
1817 Crane Ridge Drive
Suite 300
ACT
NAME: Jamie White
PHONE 601-709-4613 FAX 601-709�615
E-MAIL .jwhite@alliant.com
INSURERS AFFORDING COVERAGE
NAIC #
Jackson MS 39216
INSURER A: Travelers Indemnity Co of America
25666
INSURED DRACCON-01
INSURER B: Charter Oak Fire Insurance Company
25615
INSURER C :Travelers Property Casualty Co of A
25674
Drace Construction Corporation
Post Office Box 1797
Gulfport MS 39502
INSURER D:Westchester Surplus Lines Insurance
10172
INSURER E :
INSURER F :
COVERAGES CERTIFICATE NUMBER: 497882240 REVISION NUMBER:
THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD
INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS
CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,
EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS.
INSR
LTR
TYPE OF INSURANCEADULIbUtSKI
INSD
WVD
POLICY NUMBER
POLICY EFF
MM/DDIYYYY
POLICY EXP
MMIDD/YYYY
LIMITS
A
X
COMMERCIAL GENERAL LIABILITY
CLAIMS -MADE Ex_]OCCUR
Y
DTC06D52692ATIA14
10/1/2014
10/1/2015
EACH OCCURRENCE
$1,000,000
PREM SES Ea occTu ence
$300,000
MED EXP (Any one person)
$5,000
PERSONAL& ADV INJURY
$1,000,000
GEN'L AGGREGATE LIMIT APPLIES PER:
POLICY JECT LOC
OTHER:
GENERAL AGGREGATE
$2,000,000
- COMP/OP AGG
$2,000,000
-PRODUCTS
$
B
AUTOMOBILE LIABILITY
ANY AUTO
AUTOS�EDAUTOSULEDBODILY
HIRED AUTOS X NON -OWNED
AUTOS
Ix
Y
DT-BA-1F060575
10/1/2014
10/1/2015
Ea accident
$ 1,000,000
BODILYINJURY(Perperson)
$
INJURY (Per accident)
$
PROPERTY DAMAGE
Per accident
$
$
C
X
UMBRELLA LIAB
EXCESS LIAB
X
GCCUR
CLAIMS -MADE
Y
DTSMCUP6D52692ATIL14
0/1/2014
10/1/2015
EACH OCCURRENCE
$1,000,000
AGGREGATE
$1,000,000
DED I X RETENTION $ 10,000
$
C
WORKERS COMPENSATION
AND EMPLOYERS' LIABILITY
ANY PROPRIETORIPARTNERIEXECUTIVE Y
OFFICER/MEMBER EXCLUDED?
(Mandatory In NH)
If yes, describe under
DESCRIPTION OF OPERATIONS below
N/A
DTJUB-1F99052-1-15
6/2015
I
2/6/2016
I
X I STATUTE ERH
E.L. EACH ACCIDENT
$1,000,000
E.L. DISEASE- EA EMPLOYEd
$1,000,000
I E.L. DISEASE - POLICY LIMIT
1 $1,000,000
D
Builders Risk
TBD
/1/2015
1/27/2016
Amount of Contract
DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached If more space Is required)
Re: Key West Light Station Renovations; The Monroe County Board of County Commissioners is named as Additional Insured on all policies
SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE
THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN
The Monroe County Board of County Commissioners ACCORDANCE WITH THE POLICY PROVISIONS.
AUTHORIZED REPRESENTATIVE
@ 1988-2014 ACORD CORPORATION. All rights reserved.
ACORD 25 (2014/01) The ACORD name and logo are registered marks of ACORD
KEY WEST LIGHT STATION RENOVATIONS
PROPOSER'S INSURANCE AND INDEMNIFICATION STATEMENT
. INSURANCE REQUIREMENTS
Worker's Compensation
Employers Liability
General Liability, including
Premises Operations
Products and Completed Operations
Blanket Contractual Liability
Personal Injury Liability
Expanded Definition of Property Damage
Builder's Risk: Required
Vehicle Liability (Owned, non -owned, and hired vehicles)
Public Construction bond: Required
Statutory Limits
$500,000 Bodily Injury by Accident
$500,000 Bodily Injury by Disease Policy Limits
$500,000 Bodily Injury by Disease, each employee
$500,000 Combined Single Limit
or
$300,000 per Person
$500.000 per Occurrence
$200,000 Property Damage
$300,000 Combined Single Limit
If split limits are preferred:
$200,000 per Person
$300,000 per Occurrence
$200,000 Property Damage
Hold Harmless and. Indemnification. Notwithstanding any minimum insurance requirements.
prescribed elsewhere in this agreement, Contractor shall defend, indemnify and hold the
COUNTY and the COUNTY's elected and appointed officers and employees harmless from and
against (i) any claims, actions or causes of action, (ii) any litigation, administrative proceedings,
appellate proceedings, or other proceedings relating to any type of injury (including death), loss,
damage, fine, penalty or business interruption, and (iii) any costs or expenses that may be
asserted against, initiated with respect to, or sustained by, any indemnified party by reason of,
or in connection with, (A) any activity of Contractor or any of its employees, agents, contractors
or other invitees during the term of this Agreement, (B) the negligence or willful misconduct of
Contractor or any of its employees, agents, sub -contractors or other invitees, or (C) Contractor's
default in respect of any of the obligations that it undertakes under the terms of this Agreement,
except to the extent the claims, actions, causes of action, litigation, proceedings, costs or
expenses arise from the intentional or sole negligent acts or omissions of the COUNTY or. any
of its employees, agents, contractors or invitees (other than Contractor). Insofar as the claims,
actions, causes of action, litigation, proceedings, costs or expenses relate to events or
circumstances that occur during the term of this Agreement, this section will survive the
expiration of the term of this Agreement or any earlier termination of this Agreement.
In the event that the completion of the project (to include the work of others) is delayed or
suspended as a result of the Contractor s failure to purchase or maintain the required insurance,
the_ Contractor shall indemnify the County from any and all increased expenses resulting from
such delay. Should any claims be asserted against the County by virtue of any deficiency or
ambiguity in the plans and specifications provided by the Contractor, the Contractor agrees and
INSURANCE REQUIREMENTS AND FORMS 00120-Page 37 of 207
KEY WEST LIGHT STATION RENOVATIONS
warrants that the Contractor shall hold the County harmless and shall indemnify it from all
losses occurring thereby and shall further defend any claim or action on the County's behalf.
The first ten dollars ($10.00) of remuneration paid to the Contractor is for the indemnification
provided for the above.
The extent of liability is in no way limited to, reduced, or lessened by the insurance requirements
contained elsewhere within this AGREEMENT.
.PROPOSER'S STATEMENT
I understand the insurance that will be mandatory if awarded the contract and will comply in full
with all the requirements. I fully accept the indemnification and hold harmless as set out on page
00110-12 of this proposal.
Drace Construction Cori.
PROPOSER
Ij V I
gnature;
INSURANCE REQUIREMENTS AND FORMS 00120-Page 38 of 207
KEY WEST LIGHT STATION RENOVATIONS
INSURANCE AGENT'S STATEMENT
1 have reviewed the above requirements with the proposer named above. The following
deductibles apply to the corresponding policy.
POLICY DEDUCTIBLES
General Liab. DTCOGD52692ATIA14 $2,500 Property Damage Per Occurrence
Automobile Liab. DT-BA-1F060575 Nil
Worker's Compensation FTJM-iF99052-1-15 Nil
Liability policies are X Occurrence Claims Made
Alliant Insurance Services, Inc.
Insurance Agency Signature
INSURANCE REQUIREMENTS AND FORMS 00120-Page 39 of 207
S161 1, S ULATIQN
, 4 G J
20524005.65
IN211
ItD
RAC HP,
zRACEST C OF"Xr,SjM-zasts,"m
I
407 M 0 r�C
LONG 'BEACH MS 3,95.610
: SCOTT
KEN LAWSON-
RICK
R
SECRETARY
.8P EQ.- RED.56Y LAW
. . . . ... . ....... .......
Monday, April 27, 2015
Board of County Commissioners
Monroe County, FL
Subject: Key West Light Station Renovations
Section 00110 Proposal Form I Item 18 Responses
18. In order to determine if the persons or entity submitting proposals are responsible, all
Proposals for contracts to be awarded under this section must contain the following
information:
A. A list of the entity's shareholders with five (5) percent or more of the stock or, if a
general partnership, a list of the general partners, or, if a limited liability company, a
list of its members; if a solely owned proprietorship, names(s) of owner(s). A copy of
documentation demonstrating that the entity is a legally viable entity shall be
attached.
1. John Drace
2. Mickey Anderson
3. Jared Christman
A copy of the Secretary of State. business filing is attached for Mississippi and Florida.
B. A list of the officers and directors of the entity,
4. John Drace, President
5. Mickey Anderson, Vice President
6. Jared Christman, Vice President
C. Relevant Experience: The number of years the person or entity has been operating
and, if different, the number of years it has been providing the service, goods, or
construction services called for in the proposal specifications (include a list of similar
projects);
Drace Construction Corp. was founded in December 2005 and has been performing construction
services since that time.
D. The number of years the person or entity has operated under its present name and
any prior names;
Drace Construction Corp. was founded in December 2005 and has been operating under the same
name since that time.
POST OFFICE BOX 1797 • GULFPORT, MS • 39502
PHONE: 251.244-0100 • FAX: 228.244.0105
E. Answers to the following questions regarding claims and suits:
a. Has the person or entity ever failed to complete work or provide the goods for
which it has contracted? (If yes, provide details of the job, including where the
job was located and the name of the owner.)
b. Are there any judgments, claims, arbitration proceeding or suits pending or
outstanding against the person, principal of the entity, or entity, or its officers,
directors, or general partners (this specifically includes any present or prior
entities in which the person, principal, entity, officer, director or general
partner of the proposing entity has been involved as a person, principal, entity,
officer, director or general partner in the last five (5) years)? (If yes, provide
details, include enough information about the judgment, claim, arbitration or
suit so that the Owner will able to obtain a copy of the judgment or claim or
locate the suit by location and case number.)
m
c. Has the person, principal of the entity, entity, or its officers, major
shareholders or directors within the last five (5) years, been a party to any law
suits or arbitrations with regard to a contract for services, goods or
construction services similar to those requested in the specifications with
private or public entities? This specifically includes any present or prior
entities in which the person, principal, entity, officer, director or general
partner of the proposing entity has been involved as a person, principal, entity,
officer, director or general partner in the last five (5) years. (If yes, provide
details, include enough information about the judgment, claim, arbitration or
suit so that the Owner will able to obtain a copy of the judgment or claim or
locate the suit by location and case number.)
f►r*3
d. Has the person, principal of the entity, or its officers, owners, partners, major
shareholders or directors, ever initiated litigation against the County or been
sued by the County in connection with a contract to provide services, goods or
construction services? This specifically includes any present or prior entities in
which the person, principal, entity, officer, director or general partner of the
proposing entity has been involved as a person, principal, entity, officer,
director or general partner in the last five (5) years. (If yes, provide details,
include enough information about the judgment, claim, arbitration or suit so
that the Owner will able to obtain a copy of the judgment or claim or locate the
suit by location and case number.)
NO.
POST OFFICE BOX 1797 • GULFPORT, NIS • 39502
PHONE: 251.244-0100 • FAX: 228.244.0105
e. Whether, within the last (5) years, the Owner, an officer, general partner,
controlling shareholder or major creditor of the person or entity was an officer,
general partner, controlling shareholder or major creditor of any other entity
that failed to perform services or furnish goods similar to those sought in the
request for bids,
NO.
f. Customer references (minimum of three), including name, current address
and current telephone number,
Madeleine L. Morton
Contract Officer
NAVFAC SE
2401 Upper Nixon Road,
BLDG 322
NCBC Gulfport, MS 39501
Phone: 228.871.4285
FAX: 228.871.4298
Lisa Harris
Contracting Officer
FEAD PWD NAS
427 Allen Road
Meridian, MS 39309
601-679-2179
Cara Morano
Supervisory Contracting Officer
NAVFAC Southeast, FEAD Gulfport
2401 Upper Nixon Ave., Bldg 322
NCBC Gulfport, MS 39501-5001
Phone: (228) 871-3335
Credit References (minimum of three), including name, current address
and current telephone number,
Ram Tool
1444 341h Street
Gulfport MS 39501
228-864-5528
Bayou Concrete
14312 Creosote Road
Gulfport MS 39503
228-868-4853
Strunk Ace Hardware
101 Eaton Street
Key West FL 33040
POST OFFICE BOX 1797 • GULFPORT, NIS • 39502
PHONE: 251.244-0100 • FAX: 228.244.0105
®RACE
305-296-9091
g. Financial statements for the prior three years. Please provide in a separate
sealed envelope for the Contractor's confidentiality, and clearly label the
envelope "CONFIDENTIAL" one (1) original copy.
( `Any financial statement that an agency requires a prospective bidder to
submit in order to prequalify for bidding or for responding to a bid for a road or
any other public works project is exempt from s. 119.07(1) and s.24(a), Art. 1
of the State Constitution.')
SEE ATTACHED CONFIDENTIAL FINANCIAL STATEMENTS IN SEPARATE ENVELOPE
h. In addition to price, evaluation of Bid Proposals will include an analysis and
ranking of firms based on the following required information:
Proposals shall contain Pre -qualification requirements for award of contracts.
The following contractors will be required to demonstrate qualifications
appropriate to the historical nature of the project:
1. Masonry
2. Metal restoration and welding
3. Metal casting and founding
4. Roofers
REQUESTED DOCUMENTS ARE INCLUDED FOR THE SUBCONTRACTORS THAT WERE
ABLE TO PROVIDE THIS INFORMATION IN TIME FOR THIS SUBMISSION. DRACE HAS
INCLUDED MULTIPLE RENOVATION PROJECT DESCRIPTION SHEETS FOR YOUR USE
AND REFERENCE. SHOULD YOU DESIRE ANY ADDITIONAL CERTIFICATIONS, RESUMES,
OR EXPERIENCE INFORMATION, PLEASE DO NOT HESITATE TO CONTACT OUR OFFICE.
Sincerely,
Drace Construction Corp.
Jared Christman
Vice President
POST OFFICE BOX 1797 • GULFPORT, MS • 39502
PHONE: 251.244-0100 • FAX: 228.244.0105
DELBERTHCoSEMANN
Secretary of State
This is not an official certificate of good standing.
Name History
Name Name Type
Drace Construction Corp. Legal
Business Information
Business Type:
Business ID:
Status:
Effective Date:
State of Incorporation:
Principal Office Address:
Profit Corporation
882628
Good Standing
12/07/2005
Mississippi
Registered Agent
Name
Keating, Hugh D
2909 13Th Street Sixth Floor;P-O Drawer W
Gulfport, MS 39502
Officers & Directors
Name
Hugh D. Keating
14094 Customs Blvd., Suite 100
Gulfport, MS 39503
John Drace
PO Box 1797
Gulfport, MS 39502
Mickey Anderson
PO Box 1797
Gulfport, MS 39502
Title
Incorporator
Director, President
Director, Vice President
Jared Christman
PO Box 1797
Gulfport, MS 39502
Mickey Anderson
PO Box 1797
Gulfport, MS 39502
Jared Christman
PO Box 1797
Gulfport, MS 39502
Director, Vice President
Director, Treasurer
Director, Secretary
Detail by Entity Name
Foreign Profit Corporation
DRACE CONSTRUCTION CORP. OF MISSISSIPPI
Cross Reference Name
DRACE CONSTRUCTION CORP.
Filing Information
Document Number F11000003280
FEI/EIN Number 203990122
Date Filed 08/12/2011
State MS
Status ACTIVE
Principal Address
922 PORTER AVE
STE 101
OCEAN SPRINGS, MS 39564
-� Changed:06/11/2012
Mailing Address
PO BOX 1797
GULFPORT, MS 39502
Registered Agent Name & Address
.NRAI SERVICES, INC
1200 South Pine Island Road
Plantation, FL 33324
Officer/Director Detail
Name & Address
Title CP
DRACE, JOHN R
PO BOX 1797
GULFPORT, MS 39502
Title DVT
ANDERSON, MICKEY HJR
PO BOX 1797
GULFPORT, MS 39502
Title DS
CHRISTMAN, JARED D
PO BOX 1797
GULFPORT, MS 39502
Annual Reports
Report Year
Filed Date
2013
05/01 /2013
2014
02/21 /2014
2015
03/18/2015
Document Images
03/18/2015 --ANNUAL REPORT' View image in PDF format
02/21/2014 -- ANNUAL REPORT : View image in PDF format
05/01/2013 --ANNUAL REPORT . View image in PDF format
06/11/2012 -- ANNUAL REPORT View image in PDF format
08/12/2011 -- Foreign Profit view image in PDF format
State Cf Fir;r v, CepB!i"'enl cf iittu:c:
CAPABILITIES STATEMENT 1 2015
General Scope of Project
The scope of work covered by this contract renovated
the 29,000 square -foot Student/ Emergency Operations ,
Galley on Corry Station NAS Pensacola Florida. Them
main purpose of the renovation was to allow the A . x`
facility to better serve the influx of up to 2,140 students
to the base without extending the service times. The?
project required a significant amount of negotiation,a
coordination, and scheduling in an effort to allow the
facility to remain open and active without having any
impact on the service process. In order to renovate the main kitchen area, DRACE was tasked with providing
a stand-alone fully operational modular kitchen that could be seamlessly brought online and shift the food
preparation activities to the temporary space while upgrades were completed in Building 1080. In order to
comply with food preparation regulations as well as to assist the facility operators, temporary construction
ramps, walkways, and associated coverings were needed to connect the new temporary facilities with the
temporary cafeteria space. Building 1080 serves as the only emergency galley at NAS Pensacola and was in
desperate need of upgrades/repairs to be able to facilitate its mission properly.
The scope of work included upgrading the site, structural systems, interior finishes, plumbing, the addition of
a fire suppression system, modifications to kitchen equipment and layout, as well as adding additional public
restroom facilities. The focus of the design and construction was to provide durability, operational efficiency,
sustainability, and low maintenance of materials and systems.
The exterior improvements included parking layout changes to meet functional needs of the facility and Anti -
Terrorism Force Protection (ATFP) requirements. New exterior doors and windows were installed including the
necessary structural attachments needed to meet ATFP and large and small missile impact requirements. The
structural system was analyzed to confirm its compliance with wind and seismic regulations.
The interior upgrades consisted of improving the durability and abuse resistance of the materials as well as
rearranging the serving stations to allow for the service of additional load demand. The finish upgrades included
cleaning and patching floor and wall tile as well as the removal of existing wood paneling and replacement
with abuse resistant gypsum board and associated painting. The plumbing system received significant upgrades
including under -slab piping and drains that were deteriorated and in need of replacement. New high heat
resistant epoxy flooring was installed in the kitchen, dishwashing, and pot/utensil washing areas to replace the
aging quarry tile. Additional restroom facilities were installed to aid in the support of the increased occupancy
as well. The entire facility received various electrical system upgrades as well as a new fixture package.
CAPABILITIES STATEMENT 1 2015
17 December 2012
16 January 2013
Expl�natio o�TimeG'rov+rtlr � There were modifications for increased scope requested by the govern-
3
Outstanding
ADDITIONAL RELEVANCY CRITERIA
• Over 20,000 SF
• Energy Enhancement Project
• Prime Contractor
• Phased Construction
• Demolition
• Interior Build -Out
• Fire Protection Systems
• MEP Upgrades
• Asbestos and Lead Paint Abate-
ment
• Temporary Facility Coordination
ffi
CAPABILITIES STATEMENT 1 2015
az
Drace Construction Corp.
g e Renovation - Energy Enhancement
,.
' N69450-12-C-5575 Renovate Liberty
Center
.
MONAS JRB New Orleans, Louisiana
r NAVFAC Southeast
m . Design Build Gresham Smith and Partners
General Scope of Project,
_
k
Drace Construction Corp. was tasked with the renovation of the MWR�p
Liberty Center at NAS JRB in New Orleans, Louisiana. The project is the
R
result of an aging facility that was facing significant roofing failures as well
->
as dated and inefficient HVAC systems. The Liberty Center is a recreational
.<
facility designed to provide a location for soldiers and their families to
'
enjoy movies, refreshments, billiards, gaming, computer access, and
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n+her cnrinl an+knrinae The nrnier+wMe nuinrAarl nc 3 ncician Q 10 1l nrniar+
with an emphasis on an improved roof system and HVAC systems. During
the design of the renovation, the facility faced a Hurricane and received
additional interior damage. Various large portions of the interior finishes
were removed and the facility was treated for mold under a separate
Hurricane related contract. DRACE was able to negotiate the additional
necessary repairs in an effort to provide the end user with a facility that
was complete and usable upon the completion of this contract.
The project consisted of the demolition and. re -structuring of .the roof
system and drainage patterns. All new tapered rigid insulation was installed
to change the flow patterns of the roof and a complete Modified Bitumen
system was installed along with all associated metal copings, flashings,
scuppers, and downspouts. All rooftop package units were removed
and replaced in their entirety and all new ductwork was installed on the
interior of the facility. Zones were established to better control the overall
air distribution. The exterior also received patching of the EIFS banding
and a new topcoat of paint to refresh the appearance. On the interior of
the facility, the entire ceiling grid and tile was demolished and new lighting
circuits were installed. New ceiling grid and tiles were installed upon
completion of the HVAC ductwork and electrical improvements, and the
existing fixtures were re -installed. The entire facility received new VCT and
hard tile as well as new aluminum windows and storefront door systems.
A new computer room was constructed including additional aluminum
windows and doors to provide the desired lighting and views. All missing
and damaged sheetrock was replaced and the entire facility was repainted
to match the updated design. Finally, new control wiring was installed and
linked to the base wide monitoring system to ensure proper controlling of
the updated systems.
CAPABILITIES STATEMENT 1 2015
Prime Contractor
Self -performed: construction management, temporary construction, qual-
ity control, safety management, temporary construction, concrete patch-
work, scheduling and phasing, door installation, and minor cleaning.
DRACE subcontracted 70% of the project. Items subcontracted include:
aluminum window installation, interior finishes, mechanical, electrical,
roofing.
RENOVATION
DESIGN BUILD
Roof Replacement
Demolition
Energy Efficiency Upgrades
$708,000
$708,000
None
Jay Nosser
NAVFAC SE
SO4-678-9082
jay.nosser@navy.mil
ADDITIONAL RELEVANCY CRITERIA
• HVAC Energy Efficiency Upgrades
• Water -Intrusion Solutions
• Flooring Replacement
• Window System Upgrades
• Electrical System Upgrades
• HVAC Controls Systems
G R.EiS"H A-M
5M1TH ARID
PIA R`I'N'ER`S
CAPABILITIES STATEMENT 1 2015
• • �x�� Drace Construction Corp.
• �� • _
Renovation - Dormitory
• • xW91278-11-D-0098 I Renovate Dormitory 1036
Mi
® • Tyndall Air Force Base, Florida
U.S. Army Corps of Engineers
• ���
., �Design Bid Build
General Scope of Project
Drace Construction Corp. was awarded this project as a result of a negotiated procurement. The project was
a Design Bid Build solicitation that was negotiated and Value Engineered by DRACE in an effort to perform
the project and meet the intent of the overall scope while keeping the project within the allotted budget
requirements. Building 1036 is a Three -Story Dormitory building located at Tyndall Air Force Base, Florida. The
facility was dated and in need of both architectural and systems upgrades.
The exterior of the facility contained dated aluminum windows that were failing and in need of replacement.
DRACE removed all of the exteriorwindows and upgraded the structure to allowforthe proper rated connections
to be made. New aluminum windows and rated glazing were installed in all openings. The exterior access doors
were also removed and replaced as part of this contract. The entire facility was pressure washed to remove aging
stains and to enhance the overall appearance of the facility. The rooftop of the facility also received structural
upgrades to support additional mechanical units that were installed under this contract. All roofing repair and
patching was included to ensure a weather tight seal.
The majority of the scope of work on this upgrade took place on the interior of the facility. The out-of-date
dormitory rooms were completely re -worked and upgraded. DRACE was responsible for the removal, storage,
and reinstallationof all furniture and appliances. The kitchens were reworked and new millwork and fixtures
installed. The entire units received new flooring consisting of hard tile and carpeting. All walls and ceilings
were repainted and patched as necessary to provide a clean new finished appearance. The mechanical systems
received new reworked ductwork and new energy recovery units were added to enhance the performance of
the systems. New energy efficient electrical fixtures were installed and various circuits and panels were reworked
to corect code compliance issues throughout the building. All new efficient plumbing fixtures were added to
enhance the overall function and operational cost of maintaining the facility.
The project resulted in an updated more energy efficiency dormitory that will have an extended useful life. The
interiors of the units resemble new construction and the overall energy enhancements will lower the operating
costs over the lifespan of the facility. DRACE provided LEED Compliant Fundamental Commissioning to ensure
that all systems were installed and adjusted to operate as designed and engineered.
CAPABILITIES STATEMENT 1 2015
RENOVATION
Mechanical Upgrades
Electrical Upgrades
Commissioning
Test and Balance
$3,480,000
$3,656,000
There were minor modifications for increased scope requested by the gov-
ernment including the discovery and abatement of asbestos.
30 September 2011
29 July 2012
12 October 2012
There were minor modifications for increased scope requested by the gov-
ernment.
Above Average
None
ADDITIONAL RELEVANCY CRITERIA
• Design Bid Build
• Over 20,000 SF
• Energy Enhancements
• Fundamental Commissioning
• Fire Protection System
• Mechanical Controls Systems
• . Asbestos Abatement
• Window / Glazing Compliance
Upgrades
• Value Engineering Services Provid-
ed for budget compliance.
Panel Repairs on Building 315
Southeast
MS
CAPABILITIES STATEMENT 1 2015
and replacement of storm damaged wall panels at the high roof
ng 315.
Removal and replacement of rubberized stair treads and matching rubber
N69450-09 M-3586
Stair Tower Tread Replacements at Building 315
NAVFAC Southeast
!NCBC, Gulfport MS
$49,337 00
tile landings for (2) interior stairwells on a five story building.
,.
Design site development for and construction of a new 22 987 square foot:
'
pecialized office building to house the functional space for the 25thNCR .
ommand.andControl'staff. to carryout theft mission. This;project:induded„
'centet;
" �`�,; ,'
dinmistraHve`office4, training space; SCIF room, auditorium, data file
!storage,
associated support areas, electrical and mechanical utilities; demo-
.
.>
. .
�f. .
il
lition, pavingand site improvements, The facility was tied into the existing '
"
2nd NCR Command and Con Project achieved_ LEED GOLD'rat-.
69d50-09 C-07517 ,.,. ,
Design Build 25'NCR Headquarters Facility
NAVFAC Southeast .
NCBC, Gulfport MS'
8,832,005.00` -
nig by USGBC:�' `
Installation of concrete foundations for a 100' tower and (4) each Antennas
FA3002-09-C-0039
FA3002-09-C-0039 Tower Base
CSC (Prime Contractor)
Keesler AFB, Biloxi MS
59,594.00
at Bryan Hall, Keesler AFB.
_;.
____
_._ d —_
_. _ _
Renovation of:fhe existing building for use by ECS that included adniinistra'
�`� ��
veloffice spacerdassroorrms, conference areas, storage and laundry, rest .. '
-" ; L�
•
.>
rooms and e xterior cleaning and painting Mechanical ductwork systems
N69450 09-C-3592
Renovatioriof Buflding122 �',:
NAVFAC Southeast i
NCBC, Gulfport MS
651,577.98.
ere also cfeaded and treated is part of this,proJect:
N69450-09-M-3590
Electrical Upgrades for VANS
NAVFAC Southeast
Stennis Space Center, Mississippi
$13,616.00
Installation of new electrical services for VANS at NAVO facility.
' -
-
Fabrication and Installation of.new removable bollard system and storage, ',;
9127,-09-D 0006,. ;.
emovahle,Bollards
NG/CRTC ��
ame - '-
27,088 00 ',racks
atthe`Air National Guard Main Gate. "
Design and construction services for WHSE 144. Project consisted of exterior
all panel and roof replacement, canopy system installation, and complete
interior renovation and re -configuration. Upgrades to HVAC and Electrical
9127-09-D-0006
Design Build ACS Warehouse, Building 144
NG/CRTC
ANG CRTC, Gulfport MS
$233,116.00
systems were also included.
Design and, construction of a new Teen Center, covered basketball court, and
memtiesSpace es, included oldeamimstrative offic,storage:;
r.,..,..��k,,.,o
NAVMWR 09-C-000 5
Design Build Youth Certtej Expansion` ^ :
CNIC = ,;:
- ' - .. �_
NCOC, Gulfport MS
1;288,000,00 -'s; ,
y
ssoeiatedsite;work werd,alsoincluded
and construction of a (5) building dormitory complex able to supl-
_.
Lei
l 1
J � ^ tport
144 airmen. The facilities were comprised of (4) bedroom modules and
{; i
included a central administrative facility. The site contained a chiller
office
°EEO,",°" "
_plant
facility, exterior courtyard comprised of basketball, volleyball, and
horseshoe pits, parking lot, and associated landscaping. Project achieved
N69450-09-R-0770
Design Build ARRA 144pn Dormitory
NAVFAC Southeast
Keesler AFB, Biloxi MS
15,293,886.00
LEED GOLD rating by USGBC.
Con struction of a 3a,000 SF dormitory facility designed to accommodate 152
tudents attending the Gulfport Job Corps Center. The project consisted of
. ",. �zf
-- , , .' t ,
rtrplete-facilty construttion and a,ssoaated site work, landscaping; and fire
OL110RB20857?-�;' ` -.
New Male Dormitory, „' -•, , " ',< :. , ,
U.S; Dept. of Labor , " _ - ::
Gulfport`Jbb Corps center, '. . '
4,562,346 00 � :'
lanes:.
Project consisted of installation of new potable water service mains to the
existing rocket engine test stands, new fire water riser piping, and complete
NNS10AA87C
Refurbish Fire Mains for Test Stands Al, A2, and B
NASA
tennis Space Center, Mississippi
P2,087,571.00
re suppression coverage for each interior space in the existing stands.
CV,�BILITIES ST,"\TEMENIT 1 2015
11 UI . rW-- y C GY l ,Y 11 C OI.111 Y F,OUIG UI ,
�s and flooding The project consisted of complete
SCG4730 C-3EFK30 , Design Build Aids to jVavigatiori,(ANT) Facdity "` DepaRmenYof HomelandSecurity Coast Guard Station Dulac LA '„ , ' �3,371,243,00 ated eMenor (mprovements. LEED, SILVER:
0
Design and construction of a 312 student Bachelors Enlisted Quarters. The
facility is comprised of 79 each 2 + 2 modules. The project consisted of
,wnrvsow onwcecomplete
facility construction and associated site improvements and parking
N69450-C-10!0755
Design Build Corry A School Bachelor Enlisted Quarters
NAVFAC Southeast
Corry Station, NAS Pensacola
15,731,299.00
areas. LEED GOLD
Project consisted of all site work, site utilities; site amenities; roadways,` `
�,
.: 1.. ;...
..
.
a--? p ;,
pa
Demilitarization Building' Other'spec allies mcl d d a 20 Ton bodge crane, �
nx�asox onwcc..
•.. .-;. �• ....., •, .,;
.•
.j�'..specializedlopen
st orage, fume'hoods,`additiona concrete encasi;ment'for ,
..'1. _' ,._
uct banks and buried communications, warehouse racking systems, and a '
912BV-10 -2010 , -
entral"Demilitarization processing -Center „ .
US`Army Cor s of lingineers, . , , ,„
P_
McAlester Arm Ammunition -Plant
y —
11,948,660.00 {. ,
_
ruck scale. LEED SILVEe
Removal and replacement of existing ball field lighting on (2) adjacent
softball fields at NCBC, Gulfport. Project included removal and disposal of
existing lights and poles, and replacement with new foundations, poles, and
N69450-11-C-3583
Design Build Replacement of Ball Field Lighting
NAVFAC Southeast
NCBC, Gulfport MS
I$436,631.00
fixtures. All testing was included in this project
is project'consisted of the installation of approximately 5,0001f of HDPE
Th-
underground'p6ta.ble water transmission line and all associated hydrants, "
allies tie-ins; and other'misc `components. The proiect.provided new fire
ater to the Test Complex and'associated test facilities and involved signifi-,.
.,
ca nt criticdl'butages and dose coordination with test schedules Water tower
..;�
ok was involved as viell'as demolition and tie ms to asbestos containing
N14511A459C�' '•'Test
Complex FlreDel1voryPipe line:�.:'
NASA .�. .". ."Stennis
s
Space, Center, Mississippi°
2;22b,260.00
ffaglleutilities.
Design and Construction of the Upper Level Signal Condition Building and
12) tool cribs. These structures were constructed in an offsite manufacturing
acility, then shipped and lifted onto the A3 Test Stand. Stand modifications
necessary for installation were included as well as detailed lift plans and
work area closures. This contract also included the installation of cable trays,
NNS11AA69C
Design Build A3 Upper Level Signal Control Building
NASA
Stennis Space Center, Mississippi
$1,424,672.00
supports, and over 1700 wires raging up to 5,000+feet in length.
Intenor renovations conslsting of bathrooms administrative offices, open '
rridors New Flooring, paint; part ticns; and electrical u office spat
e, and copr
rides were`included. Facility remained functional and occupied throughout`
N69450-117M-3614�"
lienovation ofBuilding Ml ".;,
NAVFAC Southeast _ - „NCBC,
Gulfport MS„>, ,.
�413;S60 00
construction., ,
Design and construction of a new rubberized running track at JRB New Or-
leans. Project included all site work, asphalt paving, rubber surfacing, coat-
N69450-11-C-5588
Design Build Running Track
NAVFAC Southeast
NAS JRB New Orleans
$659,181.00
mgs, paint striping, landscaping/sod, and underground drainage upgrades.
Project consisted of the fabrication and installaton'of an.aluminum security
=._
ence.with°masonry columns around WeC Slip B 26 $ 38 at NAS Pensacola. '
he project also included personnel gates and vehicle gates as imeWas re
69450-11-C-6349;,
Installation of Fence f6r.Wet Slip of Buildings 26�& 38 ,'
NAVFAC,Southe`a` , „`• , %.
NAS Pensacola" ,` ._ _ :, '-
359,100.00, ,_ ,- _, "-
'n ` r rai -w'th n FDO a roved b ri
placement of:an a sh g gua d . J _,l, a ,,, ,,,T pp _ d
Design and construction necessary to change the use and configuration of
he impacted portions of building 1852 at NAS Pensacola. The project includ-
ed demolition and re -construction services involving wall layout changes,
eilings, fire protection, Flooring, power requirements, cable and data, NMCI,
i Build Renovations to Building 1852 NAVFAC Southeast NAS Pensacola $756,553.00 MMF, and necessary CID services..
�
raj E
cnr-sa.
G9F,SBlLITIES STATEMENT 1 2015
his Design Build project resulted in a complete renovation of the emergency
dining facility at NAS Pensacola. The 29,OOOsf facility was project updated
he facility and added new public restrooms. The project required the galley
o close during construction and DRACE was responsible for coordination
of a new temporary modular kitchen unit to allow operations to continue.
Window systems were updated and upgraded, and all HVAC and electrical
N69450-12-C-6350 Design Build Gallev Renovation (Building 10801 NAVFAC Southeast NAS Pensacola $4,657,770.00 systems were replaced.
N69450-12-C-5575
Design Build Roof Replacement and Renovation of Lib-
erty Center
NAVFAC Southeast
NAS JRB New Orleans
$708,000.00
Design and construction of the Liberty Center at JRB New Orleans. Project
consisted of new HVAC system, complete roof replacement, and interior
renovations and repairs caused by water damage.
ftonfin aiid ,,,,
tal flastiir°'repairsfii triiiltj 7e,f?cdibes basewide as`a'res
6945042-G3617 : '.
NOBS urncane;:•!s ac.Roof=Re airs "i 11u1ti Ie Foe Gtias r
_. _._ }1 .,_ ...., m. P M p, .
NAVPACxSa'utheast :" -. ':',
CSC; 6uifport MS .,<.. _ -
14$Z.pOQ 00 .. ;.
iHurncane Isaac.,
„ , , z . „ f. ,. , . ,,,. ;x , •,;
Project consisted of airfield striping, rubber removal and sign repairs at NAS
Pensacola. The airfield remained in use throughout construction and this
ontract required the coordination and proper markings necessary to work
N69450-12-C-6348
Forrest Sherman Field Repairs
NAVFAC Southeast
INAS Pensacola
2,112,769.00 lion
and around the active airfield.
This project consisted of construction of a new parking lot. The project
included all site work, grading, drainage, storm water treatment and permit-
ting, stripping, signage and asphalt paving. The project also included new
covered motorcycle parking structure, new lighting and new electrical wiring,
91278-11-D-0098
Design Build AFFOR Phase III Parking Lot
US Army Corps of Engineers
Tyndall Air Force Base
$305,981.00
Design after Award services were also included in the project.
x
"anii co traction a wire'
q " ding stmve andre laW 'Stan
PeSIBq nS
, ,
Design Build 13uddm 3,13'Roof Replacer t- dl to ',
;..
:,
„ :
t
r„ ..
r t - t s close an ex used tialco' to c'ieatetaddmp ' el's or
eta fl foof y tgm,en ?- !1Y t<...;
69AS0 33-C-3565';i .,
,,.
�.,,. .-n
NAl{FAO-oS4theast`
..
„: „ ,
e s ace and (nteriiir r'eiiovatfons as re uired:due to water damage.'
�.b:. P 4
Design and construction required to<modify the functional layout of Building
7B due to the realignment of commands. The space will provide general.
office and administration space, files storage and new command suites.
Work includes the relocation of walls, new Flooring, modifications to HVAC
N69450-13-C-3577
Design Build Building 447E Realignment
NAVFAC Southeast
NCBC, Gulfport MS
228,954.00
land electrical systems and relocation of millwork.
Repair and Controls Replacement
Kennel
of Sewer Mains
Southeast
Southeast
of
Meridian
JRB New Orleans
FL
CAPABILITIES ST,'\TEMENT 1 2015
ject included the installation of new ventilation air supply fans that were
strolled by time of day scheduling as well as the conversion of existing
istant volume chilled water loop to a variable volume primary chilled wa-
pumping strategy to include new VFD motors for each water pump. The
ject also included the addition of heat pipes and UV lights to each existinj
handler. All new control modules were installed throughout the facilities.
3ject included the construction of a new 1,760sf building to support the In
illations Military Working Dog Unit. The facility consisted of kennels, office
!a, storage, restrooms, and other administrative areas. The work included
vanced systems for air quality to ensure proper health of the dogs as well
infrastructure upgrades necessary to conned to existing utilities. The
udure included driven wood pile support system.
Design Build project included the complete design and installation of
sewer mains for a portion of the base that is under development for
re housing. The design included capacity analysis functions for the mail
Lift Stations impacted by the project. Construction included all demoli-
landscaping, pavement removal and replacement, sidewalks, drivewal
ing, and erosion control measures, dewatering, site amenities, permit -
and all other construction necessary for a comolete installation.
his Design Build involved the design and construction of a new 485-ft guyed
tower, RF cabling and waveguides, waveguide support structures, reloca-
ion/replacement of all antennas on the existing 485-ft tower, upgraded site
191278-13-C-0031 Design Build Carrabelle Radio Tower US Armv Corns of Eng Indal-I AFB. FL 11.706.319 grounding, and removal/disposal of the existing tower.
Southeast
his Task Order project required the replacement of the existing inoperative
Direct Digital Control system throughout Building 434. All new sensors, valve
controllers, damper operators, switches, and wiring were included in the
project. Follow-up TAB and DOC validation were included to ensure proper
Meridian $202,005 function.
CAPABILITIES STATEMENT 1 2015
Project included the replacement of the existing inoperative Dire Digi-
tal Control system with a new DDC system complete with new sensors,
alves,switches, wiring, etc. The new DDC system incorporated all of the
existing HVAC systems completely and can be remotely monitored and
controlled. Project included DDC verification checks as well as a server re-
location package which upgraded multiple facilities monitoring and control
137 0003 Building 218 DDC Replacement NAVFAC Southeast NAS Meridian $884,688 capabilities.
t included renovating forty (40) rooms in a hotel type facility. Work
ted of removal and replacement of all furniture, re -painting of entire
r, carpet replacement, new rubber base, millwork and fixture replace -
new light fixtures, new window blinds, and cleaning of existing tile
2608 Refurbishment (40 Rooms) (NAVFAC Southeast IStennis Space Center
his project consisted of the installation of an automatic transfer switch to
(low for the proper transfer of emergency power from an existing genera -
or located on an adjacent Fire Station property to power the Security Office
as necessary during power failure. Work included all new underground feed
Generator Tie -In NAVFAC Southeast NCBC, Gulfport MS 6102,527 lines, new electrical gear, and all associated utility investigation.
he work performed under this contract included new 5KV electrical cabling
o be installed from SWS 14 to SWS 38 on the airfield at NAS Pensacola. The
work included excavations, new manholes, new sectionalizer cabinets, and
II new concrete encased duct banks. Finish grading and turf establishment
N69450-14-C-6342 Reoair 5KV Cable NAVFAC Southeast NAS Pensacola !$826,638 were also part of the project.
I.M1 W] ; T.2 - -
GARSBILITIESST,ATEMENIT 1 2015
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PARIUM
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This contract included the design and construction of a new registration facil.
ity for the NPS campground. The project included the demolition of the exist
mg facility and the complete construction services for the new facility. Work
included concrete foundations and pavements, CMU structure, wood roof
truss system, standing seam metal roofing, ductless HVAC system, specialty
Design Build Gulf Islands National Seashore flooring, and bullet resistant glazing. The project also included a solar energy
P14PCO0398 Davis Bavou Campground Registration Facilitv National Park Service 'Ocean Springs, MS 1$150,000 1collection system to aid in the electrical service for the new facility.
onw�ni ew euwN.
N69450-13-D-1762 0002
Fire Station Headquarters Facility
NAVFAC Southeast
IKey West
r n9�
�
$12,536,888
Project included construction of a new 21,577 square foot facility for com-
bined aircraft crash, rescue, and structural fire operations. The project
provided all utility connections to the new facility as well as the demolition
f the existing hangar A-132. LEED SILVERNAS
r;
his project constructed.S new RV cam sites and associa;ed Ioadways on s?
P
4 r
:,
a
he former Fine Bayou Gofd GolfiCqurse A 98Qs uare'foot comfort'center
includin l'aun f bafhlnect: Ail
t
+:,
': r
and -faalit es also artfofthe ro con'.
g rY g p P.J .,.
l '" `r u' <'
rete campsites. and under rouhd utilities were I c!udedSo each site:
g
69450 qt- 0162 , „,. ,
peiigmBulld Hy,ParkAnnex„ . , „NAVFAC
5outheasu, , • I
NCBC, Gulfport j�1S ��
1,81} 800
p ,.,� - . .;
This project renovated four facilities at NCBC. All buildings remained oc-
cupied and were phased to allow for the work to be completed. The work
ncluded pressure washing, painting, exterior sealants, concrete repair,
flooring, millwork, electrical fixture replacement, and all associated furniture
N694S0-14-C-3603
BEQ Renovations to Buildings 306, 309, 316, 318
NAVFAC Southeast
NCBC, Gulfport MS
$1,929,657moving/storage.
.y a
This protect°included the modernrzapon of the' 12 47kV electrical dis£nbution
building substation at multiple"facilities: tt included replacement of various> `
�
npug_axnFa:oq.
N69450-13-D-17620004
Design Build LAV Armor Facility and Clearspan Storage
Facility
NAVFAC Southeast
iMCLB Albany, GA
$1,247,639
his project included the design and construction of two new pre-engineered
metal buildings to serve different missions. The work included all associated
demolition, steel erection, utilities, roofing and siding as needed, and other
miscellaneous doors, ramps, finishes and accessories.
he work Included under tf11s contract consiste&of'allwprk necessan� tope
orm the fenovations to the 6447 Quarterdecicareas'work included minor,' '
,�
o
X,
emoUpon"q Jexistin tiatl and windows.coristrucvo '.ofnew walls electr!-
f ,_s ",,
69A5Q34.M 36�t1,
�. °
ButIding44,7,Cjuarterdeck Kenovotlop a..r :,..
NAVFACSoutk east .., , v ., -- -�.�.
NGBG� Gialfpoft MS
1`mechanical"ceiliri d'`cabme cvunte `o s'a drew " fishes. .:
_ �? :+
This project constructed the necessary water, sanitary sewer and electrical
utility lines to support 35 RV campsites constructed under separate contract.
The project also provided a paved entrance driveway from the perimeter
road to the RV campsite. All connections to existing infrastructure were
N69450-14-C-3613
Design Build RV Park Infrastructure
NAVFAC Southeast
NCBC, Gulfport MS
$211,651
included.
GgPABILITIES STATEMENT 1 2015
I$SVE'DAT.F,. 2015/04/29
Here is a -short. version, of along list of historic bulldifigswe have syste
a d-or.rep-0re .d the roof-, ms.
epi ve
I. Cornish MemorialAME Zion Church,
702,NVhitehead St.
2. Bethel AME - Church
.123 Truman Ave;,.
3. St; Pauls, E pigeopal Church
401 Duval St.
4. Key West, United Methodist Church 0II& Stone Churcky,
600 Eaton St.
5., 'Oldest'llouse Museum
322 Duval St.
6. ffemingw4y'House Museum.
907 Whitehead St.
We have been i n business in Key. -Wes t since 1988.] [n that tun
e. we have installed many historic roof sy's-
tems. NVOlstriye to be historically correct :in. iho,imstaliritibii,o.f'these roof systems.,
We-workwith Rick:Wright'of Vermont slatewright company in Vermont. Has website is
vnYw.slateroofercomand hii emaitis Ak@sWeroofer.com. He is. also very expel ience-d'with ic'oopeisystims.
soldering and sweat Yap work,.
Vincent A. Scardinz( VY.
(305);296-2568,-;,-.l1O7k6y,Plaza#3I Key KI C0580 1 0 1 81
7 ? , West; FL. 33040,CC:
DUS ESTIMATE WILLEXPIRE 30 DAYS AFTER THE ISSUE DATE
CREW CAIMS ACCEPTER WITH A 3% 1 D
PAY- B I Y-PAoNE OMON'
Flagship Projects
2008 — Present
Turn Maintenance Painter for Balfour Beatty communities, NAS Key West
Description: Responsible for all the painting and drywall work required to make a unit
presentable prior to new tenants moving in for 890 housing units. Approximately 300 units
turned over annually.
11/2014 — 2/2015
Garden Key Cistern Restoration
Repair cracks and apply coatings to Cisterns at Fort Jefferson.
2/2013 — 8/2013
Project FY12 Painting and Renovation NAS Key West.
Minor concrete repairs and painting of the following buildings: A-131, A-4082, A-1112, A-1116,
A-1114, A-1115 and V-4114
3/2011— 4/2011
Flagler Landing Condominium repairs and re -paint.
Description: Paint entire exterior of 13 unit concrete structure with 2 coats of Loxon XP.
2007-2008
C-1 Hanger Renovation, NAS Key West
Description: Paint entire interior using lead encasement system. Paint entire exterior.
2006 — 2007
Hurricane Wilma Repairs and Renovations, NAS Key West
Description: Paint the exterior of over 200 single level and multi -level residences.
2005 — 2006
Capeheart and Pre-50 painting Renovation, NAS Key West
Description: Paint the exterior of over 400 single level and multi -level residences do to hurricane
damage.
Millennium Painting of Key West
Residential Experience
9/2012—11/2012
826 White Street
Description: Historical interior and exterior repaint
12/2011 —2/2012
336 Duval Street, Prudential Building
Description: Historical exterior re -paint.
9/2006—12/2006
322 Whitehead Street
Description: Complete historical interior and exterior re -paint.
6/2004 — 9/2004
324 Whitehead Street
Description: Complete historical interior and exterior re -paint.
EXHIBIT 4:
Proposal:
D. L. Porter Constructors, Inc.
KEY WEST LIGHT STATION RENOVATIONS
SECTION 00110
PROPOSALFORM
The Proposal shall be submitted on the fors included In this section
of the ' Proposal
Documents as previously instructed herein.
Item
Description
pages
1.
Proposal Form
19-21
2.
Bid Bond (Proposal Security)
22
3.
Non -Collusion Affidavit
23
4.
Lobbying and Conflict of Interest Clause
24
5.
Drug -Free Workplace Form
25
6.
Local Preference For
26
7.
Public Entity Crime Statement
27
8.
Subcontractor Listing For
28
9.
Insurance Checklist
29
10.
Workers Compensation and Employers' Liability
33
11.
General Liability
34
12.
Not Used
13.
Vehicle Liability
35
14.
Not Used
15.
Proposers Insurance and Indemnification Statement
38
16.
Insurance Agent's Statements
39
17.
Contractor License
Current Copy to Be Submitted with Proposal
Subcontractor Ucenses to Be Submitted Prior to
Award of Notice to Proceed
18. In order to determine if the persons or entity submitting proposals are responsible, all
Proposals for contracts to be awarded under this section must contain the following
Information:
A. A list of the entity's shareholders with five (5) percent or more of the stock or, if a
general partnership, a list of the general partners; or, If a limited liability company, a
PROPOSALFORM
00110-Page 16 of 207
EXHIBIT
1
KEY WEST LIGHT STATION RENOVATIONS
list of its members; if a solely owned proprietorship, names(s) of owner(s). A copy of
documentation demonstrating that the entity is a legally viable entity shall be
attached. See attached 2015 for Profit Corp. Annual Report
B. A list of the officers and directors of the entity; See attached 2015 for Profit Corp. Annual Report
C. Relevant Experience: The number of years the person or entity has been operating
and, if different, the number of years it has been providing the service, goods, or
construction services called for in the proposal specifications (include a list of similar
Projects); See attached "Relevant Experience"
D. The number of years the person or entity has operated under its present name and
any prior names; D.L. Porter Constructors, Inc. (17 yrs)/D.L. Porter Construction, Inc (38 yrs)
E. Answers to the following questions regarding claims and suits:
a. Has the person or entity ever failed to complete work or provide the goods for
which it has contracted? (If yes, provide details of the job, including where the
job was located and the name of the owner.) NO
b. Are there any judgments, claims, arbitration proceeding or suits pending or
outstanding against the person, principal of the entity, or entity, or its officers,
directors, or general partners (this specifically includes any present or prior
entities in which the person, principal, entity, officer, director or general
partner of the proposing entity has been involved as a person, principal, entity,
officer, director or general partner in the last five (5) years)? (If yes, provide
details, include enough information about the judgment, claim, arbitration or
suit so that the Owner will able to obtain a copy of the judgment or claim or
locate the suit by location and case number.) Yes, See attached
c. Has the person, principal of the entity, entity, or its officers, major
shareholders or directors within the last five (5) years, been a party to any law
suits or arbitrations with regard to a contract for services, goods or
construction services similar to those requested in the specifications with
private or public entities? This specifically includes any present or prior
entities in which the person, principal, entity, officer, director or general
partner of the proposing entity has been involved as a person, principal, entity,
officer, director or general partner in the last five (5) years. (If yes, provide
details, include enough information about the judgment, claim, arbitration or
suit so that the Owner will able to obtain a copy of the judgment or claim or
locate the suit by location and case number.) Yes, same as above
d. Has the person, principal of the entity, or its officers, owners, partners, major
shareholders or directors, ever initiated litigation against the County or been
sued by the County in connection with a contract to provide services, goods or
construction services? This specifically includes any present or prior entities in
which the person, principal, entity, officer, director or general partner of the
proposing entity has been involved as a person, principal, entity, officer,
director or general partner in the last five (5) years. (If yes, provide details,
include enough information about the judgment, claim, arbitration or suit so
that the Owner will able to obtain a copy of the judgment or claim or locate the
suit by location and case number.) NO
PROPOSAL FORM 00110-Page 17 of 207
KEY WEST LIGHT STATION RENOVATIONS
e. Whether, within the last five (5) years, the Owner, an officer, general partner,
controlling shareholder or major creditor of the person or entity was an officer,
general partner, controlling shareholder or major creditor of any other entity
that failed to perform services or furnish goods similar to those sought in the
request for bids; NO
f. Customer references (minimum of three), including name, current address
and current telephone number, See attached list
Credit References (minimum of three), including name, current address
and current telephone number, See attached list
g. Financial statements for the prior three years. Please provide in a separate
sealed envelope for the Contractor's confidentiality, and clearly label the
envelope "CONFIDENTIAL" one (1) original copy.
( "Any financial statement that an agency requires a prospective bidder to
submit in order to prequalify for bidding or for responding to a bid for a road or
any other public works project is exempt from s. 119.07(1) and s.24(a), Art. 1
of the State Constitution.')
h. In addition to price, evaluation of Bid Proposals will include an analysis and
ranking of firms based on the following required information:
Proposals shall contain Pre -qualification requirements for award of contracts.
The following contractors will be required to demonstrate qualifications
appropriate to the historical nature of the project.
1. Masonry D. L. Porter Constructors, Inc.
2. Metal restoration and welding Alex Klahm Metal and Design
3. Metal casting and founding Alex Klahm Metal and Design
4. Roofers A Plus Roofing of Key West
Documentation demonstrating such qualifications shall include, but not be
limited to:
1. Resumes of any academic training;
2. Evidence of possession of required licenses and/or business permits; and
3. Evidence of on the job experience in historic preservation projects of a
similar nature.
In addition to the documentation required for contractors, individual
supervisors of craftsmen shall provide references, one of which is an Owner
of a completed relevant historical project of the contractor and one of which is
an Architect or Engineer for a completed relevant historic project. Provide any
additional information, including photographs, as applicable, in order to show
historic preservation experience.
PROPOSAL FORM 00110-Page 18 of 207
KEY WEST LIGHT STATION RENOVATIONS
SECTION 00110
PROPOSAL FORM
PROPOSAL TO: MONROE COUNTY BOARD OF COUNTY COMMISSIONERS
c/o PURCHASING DEPARTMENT
1100 SIMONTON STREET
ROOM 2-213
KEY WEST, FLORIDA 33040
PROPOSAL FROM: D. L. PORTER CONSTRUCTORS, INC.
6574 Palmer Park Circle
Sarasota, FL 34238
The undersigned, having carefully examined the Work and reference Drawings, Specifications,
Proposal, and Addenda thereto and other Contract Documents for the construction of:
KEY WEST LIGHT STATION RENOVATIONS
Monroe County, FI
and having carefully examined the site where the Work is to be performed, having become
familiar with all local conditions including labor affecting the cost thereof, and having familiarized
himself with material availability, Federal, State, and Local laws, ordinances, rules and
regulations affecting performance of the Work, does hereby propose to furnish all labor,
mechanics, superintendents, tools, material, equipment, transportation services, and all
incidentals necessary to perform and complete said Work and work incidental hereto,- in a
workman -like manner, in conformance with said Drawings, Specifications, and other Contract
Documents including Addenda issued thereto.
The undersigned further certifies that he has personally inspected the actual location of where
the Work is to be performed, together with the local sources of supply and that he understands
the conditions under which the Work is to be performed. The successful proposer shall assume
the risk of any and all costs and delays arising from the existence of any subsurface or other
latent physical condition which could be reasonably anticipated by reference to documentary
information provided and made available, and from inspection and examination of the site.
The Base Proposal shall be furnished below in words and numbers. If there is an
inconsistency between the two the Proposal in words shall control.
Six Hundred Sixty -Five Thousand Eight Hundred & 00/100 Dollars
(Total Base Proposal- words)
$ 665,800.00
(Total Base Proposal — numbers)
I acknowledge Alternates as follows:
ADD Alternate No.1: Patching of slate roofing at keepers quarters, oilhouse, and wood shingle
roofing at shed building.
Nine Thousand Three Hulldred and 00 /100
(Cost in words)
PROPOSAL FORM 00110-Page 19 of 207
KEY WEST LIGHT STATION RENOVATIONS
Dollars ($ 9,300.00 )
ADD Alternate No.2: New Copper Gutters and Downspouts at the Lighthouse keepers
quarters.
Twelve Thousand and 00 1100
(Cost in words)
Dollars ($ 12,000.00 )
ADD Alternate No.3: Patching and Painting of interior masonry at the Lightouse.
F
Twenty -Two Thousand and 00 1100
(Cost in words)
Dollars ($_ 22,000.00 )
I acknowledge receipt of Addenda No.(s)
No. 1 Dated 4/16/2015
No. 2 Dated 4/17/2015
No. Dated
No. Dated
PROPOSAL FORM 00110-Page 20 of 207
KEY WEST LIGHT STATION RENOVATIONS
Proposer, states by his check mark in the blank beside the form and by his signature that he
has provided the following forms (located In Section 00110):
a.
Proposal Form
x
b.
Proposal Security (Bid Bond)
x
C.
Non -Collusion Affidavit
x
d.
Lobbying and Conflict of Interest. Clause
x
e.
Drug -Free Workplace Form
f.
Subcontractor Listing Form
x�
g.
Proposer's Insurance and .Indemnification Statement
h.
Insurance Agents Statement (signed by agent)_
x
I.
Local Preference Form and requirements (if applicable)
x
In addition, Proposer states that he has included a certified copy of Contractor's License, ..and
Monroe County Occupational License. (Check mark Items above. as a reminder, that then
are Included.)
Mailing Address: 6574 Palmer Park Circle
Sarasota, FL 34238
Phone Number: 941-929-9400
Date. 4/30115 Signed:. C
C. Marshall White
(Name)
Vice President
/► , (Title)
Witness: G1yuX{tai)
r
PROPOSAL FORM 00110-Page 21 of 207
KEY'WEST LIGHT `STATION RENOVATIONS
BID (PROPOSAL) BOND
KNOW ALL MEN. BY THESE PRESENTS, that we
D. L. Porter Constructors, Inc., 6574 Palmer Park Circle, Sarasota FL 34238
(Here insert name and address or legal title of Contractor)
as Principal, hereinafter called the Principal, and
Liberty Mutual insurance Company, 175 Berkeley St, Boston MA 02116
(Here insert full name and address or legal title of Surety)
Massachusetts
a corporation duly organized under the laws of the State of as Surety, hereinafter called the
Surety, are held and firmly bound unto
Mourne County Board of County Commissioners, FL, 1100 Simonton Si, Key West FL 33040
(Here insert full name and address or legal title of Owner)
Five Percent of Amount bid ($5% of amt bid)
as Obligee, hereinafter called the Obligee, in the sum of Dollars ($), for the payment of which
sum well and truly to be made, the said Principal and the said Surety, bind ourselves, our heirs,
executors, administrators, successors and assigns, jointly and severally, firmly by these
presents.
WHEREAS, the Principal has submitted a bid for
Key West Light Station Historic Restoration, #0937K, Key West; Mame County FL
(Here insert full name, address and description of project)
NOW, THEREFORE, if the Obligee shall accept the bid of the Principal shall enter into a
Contract with the Obligee in accordance with the terms of such bid, and give such bond or
bonds as may be specified in the bidding or Contract Documents with good and sufficient surety
for the faithful performance of such Contract and for the prompt payment of labor and material
fumished in the prosecution thereof, or in the event of the failure of the Principal to enter such
Contract and give such bond or bonds, if the Principal shall pay to the Obligee the difference not
to exceed the penalty hereof between the amount specified in said bid and such larger amount
for which the Obligee may in good faith contact with another party to perform the Work covered
by said bid, then this obligation shall be null and void, otherwise to remain in full force and
effect. Any action instituted by a claimant under this bond must be in accordance with the
notice and time limitations provisions in Section 255.05(2), Florida Statutes.
Witness)
(Witness)
Signed this loth dap of April, 2015
D.L. Porter Constructors Inc.
(Prin 'pal) (Seal)
BY -
(rifle) C. Marshall White, Vice President
Li Mu surance Co
(S ty) (Seal)
BY:
(Title Eti C. Heard Attorney-ia fact and
FlomLicensed Resident Agent
Inquiry: Willis of Florida-813-281-2095
PROPOSAL FORM 00110-Page 22 of 207
TAIS POWER OF ATTORNEY IS NOT VAUD UNLESS IT IS PRINTED ON RED BACKGROUND.
This Power of Attorney limits the acts ofthosa named hereto, and'they have no authority to bind the Company excel t In the mannerand to the extent herein stated,
Cer6flcate No. omiet•
American Fite and "Casualty Company Liberty Mutual Insurance Company
{, The Ohio Casualty Insurance Company WestAmedcan Insurance Company
POWER OE ATTORNEY
KNOWN ALL:PERSONS BYTHESE PRESENTS: ThatAmerfcanBre $ Casualty Company andTha Ohio Casualty insurance Company are. corporations duly organized under the laws of
the State of Now Hamps.ft tletLibeity Mutual insurancacompanyis a corporation duly organized underthalaws of the State of Massachusetts, and WestAmerican insurance Company
isa corporatiotrdulyorganlzedunder the lawe of the•Slateofindlene (herein caFedivelycaged the'Companies"), pursuant m and byauthorfty herein set forth. dam hereby name, constihde..
and appolnk Anett Cardinale: Brendv L• Belch David H. Carr Ellm C Heard- Margaret A Ginem Robert H. Band
all gfthe city of Tampa state of FL each-Indlvldtegy lf there be more than one nernsd, ito true and lavrhd attomgj4n-W to"mate, execute, seal, admowtedge
and:dellver, for and on its behalf es suretyand aails ad and'deed, any and all undertaldngs, bonds, recognbmrmrasand other suretyobllgafforL% in pursuem ce of these presents and shag
be as binding upon -the Companies arlfthey have been duk'sloW byte presiderd and adestedby the secretary of the Companies In their own proper personal,
IN WITNESS WHEREOF, the Power of Aftanq her been subsaW by an authorized officer or of cM of the companies and the corporate seals of the Companies have been Mixed
tharelothka 24rd dayof October 2014
a ..,
,;Nv calls r mesr, �<<NwP, Amertem Fire and Casualty Company . V
INS
The Ohio Casualty insurance Company. to �.
1900 mer9 r9t2 1991 LlberiyMutual Insurance -Company at ,
Wastpperican nsurance Company O
a
STATE OFPENNSYLVANUk as' ' David M. istant Secretary Fj
R COUNTYOFMONTGOMERY c
m o On this 22nd d of October M14 p y ppeared: David M. Gang who sdmawiadged himself to be the Assistant Secretary of American Fire and r0 O
� m day before me eracrmeg a
Do Casualty Company, I beAy Mutual Insurance Company -The Ohio Casualty Insurance Company, and WastAmeriran Insurer= Company, and that he, as such, being authodmd so to do, n �
a io execute the foregoing fnsbument for the purposes therein cor famed by signing on behaltaf the corporations himself as a du aufirorhed officer. . ' rP by ty
m IN WITNESS WHEREOF, I'hava hereunto su and aftburd my notarial seal at Plymouth Meeting, Pennsylvania, an the day and year first above written. o E_
cc .. P A9�,� crt'WONI Eufn c peNNsrcvtuarn
flttttdV: tt; Notairsl Siam " ���/(la+ti 1N�Z� . .
CI i 1�rceaPa�teaaNaeryf�bHe By;- p�:
Ptymoath V%,P;, rdooujarmrycwnry.• Teresa Pesteus , Notary Pubfic
OF My Cwrtmmr�on &Phtw March 28,.8017 C
O..;M$ntblY,PMtOyNatdnA/lCCfanaa of NGw". .. a C.
= N This PowerafAttaney Is made ends '� orttycf the 110116 Sy-Ietya andAulhorizatlons ofAnmriran Fire andCasualty Company The Ohio Casualty Insurance a o
a*.. Compar%.Liberty Mutual ImmuranceCaamry, mpInsurance Company which rawlutlans arc now In fug force and effect reading as toikrwe: w Q
0
m' ARTiCLEW..OFFICERS-Section It Pow dAtlo °i �� meyc•Arryofitaerorclhsrof6dutiofgteCoporaticnauthorkedforfhafpurposelnwritingbytheChaimmanarthaPresfdentarsisubjad o e
r e to such liinitatfcn the Chairman or the PrisIdent.mamy prescribe, stag appoint such attom, eye-In4c as may be necessary to act In behalf ofthe Corporation to make, exsade, seal,
a'„. acknowledge and dtlfverassuaetyamyarndigunderfak6ngs:bonds,teregnizancssand clherammyobllgalbrm Such atlomeys-itFfact,subjecttothe llf t lorresetforth'Inthrirrespedive
powers efettarnsy; sha4 have fug Pavia bindthe C.atporetiori.by their sigrebxe and. execution of airy sudm instruments and to attach thereto the seal of the.Corporatton. When so
p mamcu64 such Instruments shell be ae'bindtngas if signed by the Presidentan :attested to by the Seeeteryr.Any power orauthar ly granted to any representaftor attamey-In-ba under
fl >, lfe pmovlsiarms of this erfide maybe revcl®d at any tJme.hytha8oamd„Ute Chainrren, the Preslderdor by the atRcer or afllcem greMfog such power or authority = e
>m ARTICLEXgI=E oullon,ofContracts—SECTION-S.Surely,BondsandUnderteldrgr. Any oficerdthe Conparryauthorizedfarthat purpose Inwriting byfhachairrmorthe president,
M and subject to suchgMlatia a as the chairman orthe pmddm#-mayPnescribe, shall appakttsuch adamey&h4act, as maybe nacessary to ad kn behalf orow Company to make, exacta E M
o O. seal, acimawbdge and deliver as surety any and el u ndertaldr% bands, reaognIzances and agar surety obiloons. Such iftmaysan-fad subject to the limitations set forth in ltteh 7E OP
Z to .respeoUue Powers oiattameyshallhave ful-pawarta htndtharCumpany.by their 9jud ore and execution of any such Instruments and to atlech thereto the m1ot the Comps When so w CD
executed such Instruments ft shall be as bin as-lfsigned by the pwidentandaf�ed by the seaatart.
' O�
Certiflealo.af DaetgrmsDon-The Pt�lderrt of the Company, acting pursuant to the Bylaws of the,Comp811l6 authorizes David M. Carey, Assistant Secretary to appoint such aftomays•in- ~
fact as maybe necessary to act on belatfafihaCompanyto make, execute. seal, admatedgeand.deliver as surely any and ag-undertaWngs, bonds, rec9gNzances and other surety
abligaUors
Amdhodbtfon—Bywtarb=cone*ot�theCompenyaBoard ofDirectars,theComparricansenbthat famelmllwarmachi mMlyreproducedalgnalureofartyassistantsecretaryofthe
Camw% wherever apPo ft upon a MOW cwpyof any p<awar of attorney Issued, by the Companytn connection with dusty bonds, shag be valid and binding upon the Campany with
the reme,t= and shot asthough m a nuallyudibred.
I, Gregory W. Davenport, the u�ersigrtsd, Aesfafamd 3easiery, ofAmetcan Fhe and Csr.uetty Company, The ONo Casusgydnswance ComparpA Uberty Mutual Insurance Company, and
West American Insurance Company do hereby,certifyihat.the odgGml;power daffomney of which the faregal g Is a tilt, hue and cored copy of the Power of Aftomey executed. by said
Companle%-Is In fig tome and afted and has nat been'revoked
IN TESTIMONY WHEREOF, f haue Hereunto ad my hsnd and of li tithe seals of said Companieathia y dayof 20 _
_ �D fqy tigY,NSr� f.. W54ggMc -
t9060 = Y.
tst9" o ..• 7417" a 1.991 E. €
Gregory W. Davenport, Asalstant Secretary
a
Wiz 129MLIM013 7e9 of 600
KETWEST IOHT STATION RENOVATIONS
SECTION 00110
NON -COLLUSION AFFIDAVIT
1, C. Marshall White of the city Sarasota
according to law on my oath, and under penalty of perjury, depose. and say that:
I am Vice President
of the firm of D. L. Porter Constructors, Inc.
the proposer making the Proposal for the project described In the notice for calling for proposals
for.
Monroe County Board of County Commissioners/Key West Llght Station Renovations
and that I executed the said proposal with full authority. to do so;
2. The prices in this proposal have been aniVed at independently without collusion, consultation,
communication or agreement for the purpose of restricting competition, as to any matter relating to
such prices with any other proposer or with any competitor,
3. Unless otherwise required by law, the prices which have been quoted In this proposal have not
been knowingly disclosed by the proposer and will not knowingly be disclosed by the proposer prior
to proposal opening, directly or indirectly, to any other proposer or to any competitor; and
4. No attempt has been made or will be made by the proposer to Induce any other person, partnership
or corporation to submit, or not to submit, a proposal for the purpose of restricting competition; and
5. The statements contained in this affidavit are true and correct; and made with full knowledge that
said project
C.
(Signature of Proposer) C. Marshall White, VP
STATE OF: Florida
COUNTY OF: Sarasota
April 30.2015
{Date)
PERSONALLY APPEARED BEFORE ME, the undersigned authority, C Marshall White
who, after first being swam by me, (name of individual signing) affixed his/her signature in the space provided above
on this 30th day of April
KIM MCI
'MR —WAWA COMMMON
My'commission expires:
24, 2019
PROPOSAL FORM 00110-Page 23 of 207
ETHICS CLAUSE
KEY WEST LIGHT STATION RENOVATIONS
LOBBYING AND CONFLICT OF INTEREST CLAUSE
SWORN STATEMENT UNDER ORDINANCE NO.. 010-1990
MONROE COUNTY, FLORIDA
D. L. PORTER CONSTRUCTORS, INC.
(Company)
" warrants that he/it has not employed, retained or otherwise had act on his/its behalf any former County
officer oremployee in violation of Section 2 of Ordinance No. 010-1990 or any County officer or employee in violation
of Section 3 of Ordinance No. 010-1990. For breach or violation of this provision the County may. In its discretron,:
terminate this contract without liability and may also, in its discretion, deduct from the contract or purchase price, or
otherwise recover, the full amount of any fee, commission, percentage, gift; or consideration paid to the former
County officer or employee"
LL ", N L
A.
(Signature) C. Marshall White, Vi a President
_4791 &TOW111
STATE OR FLORIDA.
COUNTY OF: RARASOTA
Subscribed and sworn to (or affirmed) before me on April 30, 2015 (date)
by C. Marshall White (name of afiiant). HeJM is personally known to me
X>10�9(pr�llX9 as Identification. (Type of
Identification)
KIM MCGIN I
TAM COMMISSION N FF203112
My Commission expires:
Au
PROPOSAL FORM 00110-Page 24 of 207
KEY WEST LIGHT STATION! RENOVATIONS
DRUG -FREE WORKPLACE FORM
The undersigned vendor in accordance with Florida Statute 287.087 hereby certifies that
D..L. PORTER CONSTRUCTORS, INC.
(Name. of Business)
1. Publishes a statement notifying employees that the unlawful manufacture, distribution,
dispensing, possession, or use of a controlled substance is prohibited in the workplace and
specifying the actions that will be taken against employees for violations of such prohibition.
2. Informs employees about the dangers of drug abuse in the workplace, the business`s
policy of maintaining a drug -free workplace, any available drug counseling, 'rehabilitation, and
employee assistance programs,, and the penalties, that may be imposed upon employees for
drug abuse violations.
3. Gives each employee engaged in providing the commodities or contractual services that
are under proposal a copy of the statement specified in subsection (1).
4. In the statement specified in subsection (1), notifies the employees that, as a condition
of working on the commodities or contractual services that are under proposal, the employee
will abide by the terms of the statement and will notify the employer of any conviction of, or plea
of guilty or nolo contenders to, any'vlolation of Chapter 893 (Florida Statutes), or of any
controlled substance law of the United States or any state,, for a violation occurring In the
workplace no later than five (5) days after such conviction.
6. Imposes a sanction on, or require the satisfactory participation In a drug abuse
assistance or rehabilitation program if such is available in the employee's community, or any
employee who is so convicted.:
6. Makes a good faith effort to continue to maintain a drug -free -workplace through
implementation of this section.
As the person authorized to sign the statement, I certify that this firm complies fully with the
above requirements.
Proposer's Signature
April 30, 2015
Date
PROPOSAL FORM 0011 O-Page 26 of 207
KEY NEST LIGHT STATION RENOVATIONS
LOCAL PREFERENCE FORM
A. Vendors claiming a local preference according to Ordinance 023-2009, as amended by Ordinance No.
004-2015, must complete this form.
Name of Bidder/Responder D. L. Porter Constructors, Inc. Date: 4130/15
1. Does the vendor have a valid receipt for the business tax paid to the Monroe County Tax Collector
dated at least one year prior to the notice of request for bids or proposals? Yes (Please furnish
copy)
2. Does the vendor have a physical business address located within Monroe County from which the
vendor operates or performs business on a day �o day basis that is a substantial component of the goods
or services being offered to Monroe County? Yes
(The physical business address must be registered as its principal place of business with the Florida
Department of State for at least one year prior to the notice of request for bid or proposal.)
List Address: 302 Southard St, Suite 209
Telephone Number.
305-293-2931
B. Does the vendodprime contractor intend to subcontract 50% or more of the goods, services or
construction to local businesses meeting the criteria above as to licensing and location? Yes
If yes, please provide:
1. Copy of Receipt of the business tax paid to the Monroe County Tax Collector by the subcontractor
dated at least one year prior to the notice..or request for bid or proposal.
2. Subcontractor's physical business address within Monroe County from which the subcontractor
operates:
(The physical business address must be registered as its principal place of business with the Florida
Department of State for at least one year prior to the notice of request for bids or proposals)
Address
Signature and Title of Authorized Signatory for
Bidder/Responder
STATE OF FLORIDA
COUNTY OF gARAgQTA
Tel. Number
Print Name: C. Marshall White. VP
On this 3.0th day of April . 20 15 , before me, the undersigned notary public,
personally appeared _r.- Marshall White known to me to be the- person whose name is
subscribed above orXAXXPVXl¢n>sat as identification, and acknowledged that
he/she is the person who executed the above Local Preference Form for the purposes therein contained.
IPM MCGINNIS r )� C My co xp81iMSSFeNMffB 1�-
euo Notary Public
ware of E%PIRES•Feb I4, Z039
(Seal) noarat, aarmronaouaH �� m 0�.La'11 Y1Y1 t J
AU80NO NC[COpAPANIf
Print Name
PROPOSAL FORM 00110-Page 26 of 207
2014 / 2013
MO.NROE COUNTY BUSINESS TAX RECEIPT
EXPIRES SEPTEMBER 30, 2015
Business Name: D L PORTER CONSTRUCTORS INC
Owner Name: ' GARY A LOER QUALIFIER
Melling Address:
302 SOUTHARD ST STE 209
KEY WEST, FL 33040
RECEIPT# 30140-60602
Business Location: MO CTY
KEY WEST, FL 33040
Business Phone: 941-929-9400
Business Type: CONTRACTOR (GENERAL CONTRACTOR
CGC051066)
Employees 20
STATE LICENSE: CGCA51n6F
Tax Amount
Transfer Fee
I Sub Total
Penalty
Prior Years
I Collection Cost
Total Pald
50.00
a-001
50.00 1
0.00
I 0.00
0.00
50.00
Paid 000-13-00013992 09/15/2014 50.00
THIS BECOMES A TAX RECEIPT Danise D. Henriquez, CFC, Tax Collector THIS IS ONLY A TAX.
WHEN VALIDATED PO Box 1129, Key West, FL 33041 YOU MUST MEET ALL
COUNTY AND/OR
MUNICIPALITY PLANNING
AND ZONING REQUIREMENTS.
MONROE COUNTY BUSINESS TAX RECEIPT .
P.O. Box 1129, Key West, FL 33041-1129
EXPIRES SEPTEMBER 30, 2015
Business Name: D L PORTER CONSTRUCTORS INC RECEIPT* 30140-60602
Business Location: MO CTY
Owner Name: GARY A LOER QUALIFIER KEY WEST, FL 33040
Mailing Address: Business Phone: 941-929-9400
302 SOUTHARD ST STE 209 Business'lype: CONTRACTOR (GENERAL CONTRACTOR
KEY WEST, FL 33040 . CGC053066)
Employees 20
STATE LICENSE: CGCA51065
Tax Amount
ITransfarFee
Sub -Total
Penalty
Prior Years Collection Cost
ITatal Paid
.50.001
0.00
50.00
0,001
0.001 0.00
50.00
Paid 000-13-00013992 09/15/2014 50.00
WEST,
CITYOF -KEY A
Business Tax Receipt
This Document is a business tax receipt
Holder mupt meet all City zoning and use provisions.
P.O. Box 1409, Rey West, Florida.33040 (305) 809-3955
Business Name D.L. PORTER CONSTRUCTORS, INC. Ct1Nbr:0004032
Location Adds
Lic NBR/Class
Issue Data:
License Fee
Add. Charges
Penalty
Total
Comments:
302 SOUTHARD ST
15-000242iB CONTRACTOR - CERT GENERAL CONTRACTOR
September 29, 2014 Expiration Date:September 3Q, 2015
$309.75
$0.00
$0.00
$309.75
D.L. PORTER CONSTRUCTORS, INC,
302 SOUTHARD ST #209
KEY WEST FL 33040
a5
D.L. POR R. MRUCTQ INEM.4c4
t ?f,� $369.75
Trans ,fate; M41114 iiva: lasde;!!
KEY WEST LIGHT STATION RENOVATIONS.
PUBLIC ENTITY CRU AE STATEMENT
"A person. or affiliate who has beenplaced on the convicted vendor list following a conviction for
public entity crime may not submit a bid on a contract to provide any goods or services to a public
entity, may not submit a bid on a contract with a public entity for the construction or repair of a
public building or public work, may not submit bids on leases of real property to public entity, may
not be awarded or perform work as a contractor, supplier, subcontractor, or CONTRACTOR under a
contract with any public entity, and may not transact business with any public entity in excess of the
threshold amount provided in Section 287.017, Florida Statutes, for CATEGORY TWO for a period
of 36 months from the date of being placed on the convicted vendor list."
I have read the above and state that neither D.L. PORTER CONSTRUCTORS, INCJ C. MARSHALL WHITE
(Proposer's name) nor any Affiliate has been placed on the convicted vendor list within the last 36
months.
(Signature) C. Marshall White, Vice President
Date: April30..2015
STATE OF: FLORIDA
COUNTY OF: SARASOTA
Subscribed and sworn to (or affirmed) before me on, the 301h day of April
20 15, by C. Marshall White (name of afflant). HeMbe is personally known
to me or imocdc (type of
identification) as identification. + u
- aorARV c COMMISSION N FF203212
sPUB '' EXPIRES Feb 24, 2019
ure
Myco�missionE S: FURVA soxoEurnRoucN
NOTARY PUBLIC.
PROPOSAL FORM 00110-Page 27 of 207
KEY WEST LIGHT STATION RENOVATIONS
SUBCONTRACTOR LISTING FORM
Division Subcontractor Contact Person
3 Concrete
D.L. Porter Constructors
Marshall White
5 Metal Work
Alex Klahm Metal & Design
Alex Klahm
7 Rooting
A -Plus Roofing of Key West, Inc Vince Scardina
7 Roofing
VemrontSlateWdght
Rick Wright
9 Painting
Razorback LLC
Anthony Houllis
Ph # w/area Fax Cell: Address
code
(941) 929-9400 (941) 929-9500 6574 Palmer Park Cr, Sarasota, FL 34238
(727) 415-1674 15 8111h St, N., St. Petersburg, FL 33701 1
(305) 296-2568 1107 Key Plaza, Ste #317, Key West, FL 33040
(802) 375-5486 Arlington, Vermont
(727) 938-9500 276 Knollwood Rd, Tarpon Spring, FL 34688 '
I
PROPOSAL FORM 00110-Page 28 of 207
KEY WEST LIGHT STATION RENOVATIONS
SECTION 00120
INSURANCE REQUIREMENTS AND FORMS
MONROE COUNTY, FLORIDA
Insurance Checklist
FOR
Proposer
Workers' Compensation
X Workers' Compensation Statutory Limits
WC1
Employers Liability
WC2 X
Employers Liability
WC3
Employers Liability
WCUSLH
US Longshoremen &
Harbor Workers Act
WCJA
Federal Jones Act
Bodily Injury by
Accident/Bodily
Injury by Disease, policy
limits/Bodily Injury by Disease
each employee
$100, 000/$500, 0 00/$100, 000
$500,000/$500,000/$500,000
$1,000,000/$1,000,000
/$1,000,000
Same as Employers'
Liability
Same as Employers'
Liability
L-% INSURANCE REQUIREMENTS AND FORMS 00120-Page 29 of207
KEY WEST LIGHT STATION RENOVATIONS
General Liability
As a minimum, the required general liability coverages will include:
• Premises Operations • Products and Completed Operations
• Blanket Contractual Personal Injury
• Expanded Definition
of Property Damage
Required Limits:
GL1 $200,000 per Person; $300,000 per Occurrence
$200,000 Property Damage
or
$300,000 Combined Single Limit
GI-2 X $300,000 per Person; $500,000 per Occurrence
$200,000 Property Damage
or
$500,000 Combined Single Limit
GL3 $500,000 per Person; $1,000,000 per Occurrence
$100,000 Property Damage
or
$1,000,000 Combined Single Limit
GI-4 $2,000,000 Combined Single Limit
Required Endorsement:
GLXCU Underground, Explosion and Collapse (XCU)
GLLIQ Liquor Liability
GLS Security Services
All endorsements are required to have the same limits as the basic policy.
INSURANCE REQUIREMENTS AND FORMS 00120-Page 30 of 207
is
w
G
i
j-�
KEY WEST LIGHT STATION RENOVATIONS
Vehicle Liability
As a minimum, coverage should extend to liability for:
Owned; Non -owned; and Hired Vehicles
Required Limits:
VL1
$50,000 per Person: $100,000 per Occurrence
$25,000 Property Damage
or
$100,000 Combined Single Limit
(The use of VL1 should be limited to special projects that
involve
other governmental entities or "Not for Profit° organizations.
Risk Management must approve the use of this form).
VL2 X
$200,000 per Person; $300,000 per Occurrence
$200,000 Property Damage
or
$300,000 Combined Single Limit
VL3
$500,000 per Person; $1,000,000 per Occurrence
$100,000 Property Damage
or
$1,000,000 Combined Single Limit
VL4
$5,000,000 Combined Single Limit
Miscellaneous Coverages
BR1 X
Builders'
Limits equal to the
Risk
total cost of construction completed
project.
MVC
Motor Truck
Limits equal to the maximum
Cargo
value of any one shipment.
PR01
Professional
$ 300,000 per Occurrence/$
500,000Agg.
PR02
Liability
$ 500,000 per Occurrence/$1,000,000
Agg.
PR03
$1,000,000 per Occurrence/$2,000,000
Agg.
POL1
Pollution
$ 500,000 per Occurrence/$1,000,000
Agg.
-
POL2
Liability
$1,000,000 per Occurrence/$2,000,000
Agg.
POL3
$5,000,000 per Occurrence/$10,000,000
Agg.
INSURANCE REQUIREMENTS AND FORMS 00120-Page 31 of 207
I
KEY WEST LIGHT STATION RENOVATIONS
ED1
Employee
$ 10,000
ED2
Dishonesty
$100,000
GK1
Garage
$ 300,000 ($ 25,000 per Veh)
GK2
Keepers
$ 500,000 ($100,000 per Veh
GK3
$1,000,000 ($250,000 per Veh)
MED1
Medical
$ 300,000/$ 750,000 Agg.
MED2
Professional
$ 500,000/$ 1,000,000 Agg.
MED3
$1,000,000/$ 3,000,000Agg.
MED4
$5,000,000410,000,000 Agg.
IF
Installation
Maximum value of Equipment
Floater
Installed
VLP1
Hazardous
$ 300,000 (Requires MCS-90)
VLP2
Cargo
$ 500,000 (Requires MCS-90)
VLP3
Transporter
$1,000,000 (Requires MCS-90)
BLL
Bailee Liab.
Maximum Value of County Property that
will be In the Bailee's possession.
HKLi
Hangarkeepers
$ 300,000
HKL2
Liability
$ 500,000
HKL3
$ 1,000,000
AIR1
Aircraft
$ 1,000,000
AIR2
Liability
$ 5,000,000
AIR3
$50,000,000
AEO1
Architects Errors
$ 300,000 per Occurrence/$ 500,000
Agg.
AE02
& Omissions
$ 500,000 per Occurrence/$1,000,000
Agg.
AE03
$ 1,000,000 per Occurrence/$3,000,000
Agg
E01
Engineers Errors
$ 300,000 per Occurrence/$ 500,000
Agg.
E02
& Omissions
$ 500,000 per Occurrence/$1,000,000
Agg.
E03
$ 1,000,000 per Occurrence/$3,000,000
Agg.
INSURANCE REQUIREMENTS AND FORMS 00120-Page 32 of 207
KEY WEST LIGHT STATION RENOVATIONS
WORKERS' COMPENSATION
INSURANCE REQUIREMENTS
FOR
CONTRACT: KEY WEST LIGHT STATION RENOVATIONS
BETWEEN
MONROE COUNTY, FLORIDA
AND
Prior to the commencement of work governed by this contract, the Contractor shall
obtain Workers' Compensation Insurance with limits sufficient to respond to the j
applicable state statutes. t
P
In addition, the Contractor shall obtain Employers' Liability Insurance with limits of not
less than:
$500,000 Bodily Injury by Accident
$500,000 Bodily Injury by Disease, policy limits
$500,000 Bodily Injury by Disease, each employee
Coverage shall be maintained throughout the entire term of the contract.
Coverage shall be provided by a company or companies authorized to transact
business in the state of Florida.
If the Contractor has been approved by the Florida's Department of Labor, as an
authorized self -insurer, the County shall recognize and honor the Contractors status.
The Contractor may be required to submit a Letter of Authorization issued by the
Department of Labor and a Certificate of Insurance, providing details on the Contractors
Excess Insurance Program.
If the Contractor participates in a self-insurance fund, a Certificate of Insurance will be
required. In addition, the Contractor may be required to submit updated financial
statements from the fund upon request from the County.
INSURANCE REQUIREMENTS AND FORMS 00120-Page 33 of 207
KEY WEST LIGHT STATION RENOVATIONS
. GENERAL LIABILITY
INSURANCE REQUIREMENTS
FOR
CONTRACT: KEY WEST LIGHT STATION RENOVATIONS
BETWEEN
MONROE COUNTY, FLORIDA
AND
Prior to the commencement of work governed by this contract, the Contractor shall
obtain General Liability Insurance. Coverage shall be maintained throughout the life of
the contract and include, as a minimum:
• Premises Operations
Products and Completed Operations
• Blanket Contractual Liability
• Personal Injury Liability
• Expanded Definition of Property Damage
The minimum limits acceptable shall be:
$300,000 per Person;
$500,000 per Occurrence
$200,000 Property Damage
or
$500,000 Combined Single Limit
An Occurrence Form policy is preferred. If coverage is provided on a Claims Made
policy, its provisions should include coverage for claims filed on or after the effective
date of this contract. In addition, the period for which claims may be reported should
extend for a minimum of twelve (12) months following the acceptance of work by the
County.
The Monroe County Board of County Commissioners shall be named as Additional
Insured on all policies issued to satisfy the above requirements.
GL
INSURANCE REQUIREMENTS AND FORMS 00120-Page 34 of 207
KEY WEST LIGHT STATION RENOVATIONS
VEHICLE LIABILITY
INSURANCE REQUIREMENTS
FOR
CONTRACT: KEY WEST LIGHT STATION RENOVATIONS
BETWEEN
MONROE COUNTY, FLORIDA
AND
4
Recognizing that the work governed by this contract requires the use of vehicles, the C
Contractor, prior to the commencement of work, shall obtain Vehicle Liability Insurance.
Coverage shall be maintained throughout the life of the contract and include, as a
minimum, liability coverage for:
Owned, Non -Owned, and Hired Vehicles
The minimum limits acceptable shall be:
$300,000 Combined Single Limit (CSL)
`j If split limits are provided, the minimum limits acceptable shall be:
$200000 per Person
$300:000 per Occurrence
$200,000 Property Damage
The Monroe County Board of County Commissioners shall be named as Additional
Insured on all policies issued to satisfy the above requirements.
VL
' INSURANCE REQUIREMENTS AND FORMS 00120-Page 35 of 207
KEY WEST LIGHT STATION RENOVATIONS
BUILDER'S RISK
INSURANCE. REQUIREMENTS
FOR
CONTRACT: KEY WEST LIGHT STATION RENOVATIONS
BETWEEN
MONROE COUNTY, FLORIDA
AND
The Contractor shall be required to purchase and maintain, throughout the life of the
contract, and until the project is accepted by the County, Builder's Risk Insurance on an
All Risk of Loss form. Coverage shall include:
Theft
Aircraft
Windstorm
Vehicles
Hail
Smoke
Explosion
Fire
Riot
Collapse
Civil Commotion
Flood
The policy limits shall be no less than the amount of the finished project and coverage
shall be provided on a completed value basis.
Property located on the construction premises, which is intended to become a
permanent part of the building, shall be included as property covered.
The policy shall be endorsed permitting the County to occupy the building prior to
completion without effecting the coverage.
The Monroe County Board of County Commissioners shall be named as Additional
Insured and Loss Payee.
BR 1
4
J.
C
INSURANCE REQUIREMENTS AND FORMS 00120-Page 36 of 207
KEY WEST LIGHT STATION RENOVATIONS
PROPOSERS INSURANCE AND INDEMNIFICATION STATEMENT
INSURANCE REQUIREMENTS
Worker's Compensation
Employers Liability
General Liability, including
Premises Operations
Products and Completed Operations
Blanket Contractual Liability
Personal Injury Liability
Expanded Definition of Properly Damage
Builder's Risk: Required
Vehicle Liability (Owned, non -owned, and hired vehicles)
Public Construction bond: Required
Statutory Limits
$500,000 Bodily Injury by Accident
$500,000 Bodily injury by Disease Policy Limits
$500,000 Bodily Injury by Disease, each employee
$500,000 Combined Single Limit
or
$300,000 per Person
$500,000 per Occurrence
$200,000 Property Damage
$300,000 Combined Single Limit
If split limits are preferred:
$200,000 per Person
$300,000 per Occurrence
$200,000 Property Damage
Hold Harmless and Indemnification. Notwithstanding any minimum insurance requirements
prescribed elsewhere in this agreement, Contractor shall defend, indemnify and hold the
COUNTY and the COUNTY's elected and appointed officers and employees harmless from and
against (i) any claims, actions or causes of action, (ii) any litigation, administrative proceedings,
appellate proceedings, or other proceedings relating to any type of injury (including death), loss,
damage, fine, penalty or business interruption, and (III) any costs or expenses that may be
asserted against, initiated with respect to, or sustained by, any indemnified party by reason of,
or in connection with, (A) any activity of Contractor or any of its employees, agents, contractors
or other invitees during the term of this Agreement, (B) the negligence or willful misconduct of
Contractor or any of its employees, agents, sub -contractors or other invitees, or (C) Contractor's
default in respect of any of the obligations that it undertakes under the terms of this Agreement,
except to the extent the claims, actions, causes of action, litigation, proceedings, costs or
expenses arise from the intentional or sole negligent acts or omissions of the COUNTY or any
of its employees, agents, contractors or invitees (other than Contractor). Insofar as the claims,
actions, causes of action, litigation, proceedings, costs or expenses relate to events or
circumstances that occur during the term of this Agreement, this section will survive the
expiration of the term of this Agreement or any earlier termination of this Agreement.
In the event that the completion of the project (to include the work of others) is delayed or
suspended as a result of the Contractors failure to purchase or maintain the required insurance,
the Contractor shall indemnify the County from any and all increased expenses resulting from
such delay. Should any claims be asserted against the County by virtue of any deficiency or
ambiguity in the plans and specifications provided by the Contractor, the Contractor agrees and
INSURANCE REQUIREMENTS AND FORMS 1
00120-Page 37 of 207
KEY WEST LIGHT STATION RENOVATIONS
warrants that the Contractor shall hold the County harmless and shall indemnify it from all
lossesoccurring: thereby and shall further defend any claim or action on the: County's behalf.
The first ten dollars ($10.00) of remuneration paid to the Contractor is for the indemnification
provided for the above.
The extent of liability is In no way, limited to, reduced, or lessened by the insurance requirements
contained elsewhere within this AGREEMENT.
PROPOSER'S STATEMENT
I understand the insurance that will be mandatory if awarded the contract and, will comply in full
with all the requirements. I fully accept the indemnification and hold harmless as set out on page
00110-12 of this proposal.
D.L PORTER CONSTRUCTORS, INC.
PROPOSER
Signature c. Marshall White, VP
INSURANCE REQUIREMENTS AND FORMS 00120-Page 38 of 207
i
f
KEY WEST LIGHT STATION RENOVATIONS
INSURANCE AGENTS STATEMENT
I have reviewed the above requirements with the proposer named above. The following
deductibles apply to the corresponding policy.
POLICY DEDUCTIBLES
WC208074503 NIA !
103GL0003336ol N/A
CA20593610701 NIA
Liability policies are x Occurrence Claims Made
Bouchard Insurance 4
W E
Insurance Agency Signature Jar
. 3
t
r.
a
u.
' a
'1.
i
y ,
3
h
t.:
7
t?.
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• i
t
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t
` 1
s
I
INSURANCE REQUIREMENTS AND FORMS 00120-Page 39 of 207
KEY WEST LIGHT STATION: RENOVATIONS.'
INSURANCE AGENTS STATEMENT
I have reviewed the above requirements with the proposer named above. The following
deductibles apply to the corresponding policy,,.
POLICY
Builders Risk
X
Liability policies are- Occurrence
Bouchard Insurance
Insurance Agency
DEDUCTIBLES
$5,000
igneClaims Ma`
mrs
INSURANCE REQUIREMENTS AND FORMS 00120-Page 3%of 207
/71
j
STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCT04 INDUSTRY LICENSING BOARD
Al
CA51 086 COCA51
Th
is GENERALCONTRAdTOK.,
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7,
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ISSUED: CWI/2014 DISPLAYAS REQUIRED BY LAW SEQ 0 L1408310004995
n
2015 FLOM10A PROFIT CORPORATION ANNUAL REPORT
DOCUMENT# P98000042047
Entity Name: D. L PORTER CONSTRUCTORS, INC.
Current Principal Place of Business:
6574 PALMER PARK CIR
SARASOTA, FL 34238
Current Mailing Address.-
6574 PALMER PARK CIR
SARASOTA, FL 34238
FEI Number. 65-0848440
Name and Address of Current Registered Agent:
WHITE, C. MARSHALL
6574 PALMER PARK CIRCLE
SARASOTA, FL 34238 US
FILED
Mar 12, 2015
Secretary of State
CC3467788942
Certificate of Status Desired: No
The above named ert7y submfts !h!s statement for fhe purpose ofchenong /Ls registered aRlce crregfstered egmt orboth. In the Sbde of Fladda.
SIGNATURE:
Electronic Signature of Registered Agent Data
Officer/Director Detail
Title VP
Name WHITE, C. MARSHALL
Address 6574 PALMER PARK CIR
CltyStata Zip: SARASOTA FL 34238
Title S
Name JEWELL, PAULETTE
Address 6574 PALMER PARK CIRCLE
CityState-Xp: SARASOTA FL 34238
Mile P
Name LOER, GARY A
Address 6574 PALMER PARK CIR
CkyStete Zip: SARASOTA FL 34238
Title T
Name WHITE, C. MARSHALL
Address 6574 PALMER PARK CIRCLE
City -State -Zip: SARASOTA FL 34238
Ihaiebymr9fyMatMe/nlhrmetlanl ntedonthltreportorss�fI dfrapat4ausandesurafeuNfhdmydatrcNeatg�tafuraandtRanNa=melegate actaalrmadaunahr
calk Matt am en a fcerarNreckral fn cwpwabn orft racdNraranatea ampawamd to exomb M upon ea regtdredby ChapterW7, Aerfde Sfabdaek end Mat mynama appeals
abov% oron an amwdimerdwO ea afhwSa empowmad.
SIGNATURE PAULETTE JEWELL CORP. SECRETARY 03/1=015
Electronic Signature of Signing Officer/Director Detail
Date
18.A & B
RELEVANT EXPERIENCE
KEY WEST LIGHT STATION RENOVATION
PROJECT
ADA Compliance Segment #'s 1 & 2
32 Monroe County Public Facilities
* Monroe County, FL ($673,203)
Aids Memorial Addition
Granite Memorial Bench
* Key West, FL ($159,000)
American Legion Hall Renovation
* Key West, FL ($250,985)
Ash Transfer Center
* Key West ($854,041)
Big Convict Fire Facility
* Big Coppitt Key, FL ($1,043,000)
Bug uebus Ferry Terminal
* Key West, FL ($2,261,997)
Courthouse Annex Renovation
* Key West, FL ($584,484)
Crawl Key Fire Training Addition
* Crawl Key, FL ($54,860)
Department of Homeland Security
* Key West, FL ($2,545,711)
FL Keys Mosquito Control Hamar
* Key West, FL ($7,545,222)
OWNER / ARCHMCT
Monroe County Board of Cty Commissioners
K2M Design
Key West, FL
Monroe County Board of Cty Commissioners
mbi-k2m Architecture, Inc.
Key West, FL
William Weech American Legion Post 168
Bender & Assoc., Architects
Key West, FL
City of Key West
Key West, FL
Monroe County Board of Cty Commissioners
Morrison/Knudsen Gerrits
Key West, FL
City of Key West
Peter Pike & Associates
Key West, FL
Monroe County Board of Cty Commissioners
Gonzalez Architects
Key West, FL
Monroe County Board of Cty Commissioners
Key West, FL
Key West GSA, LLC
Tampa, FL
RMJ Architects
Tampa, FL
FL Keys Mosquito Control District
Thomas E. Pope, P.A.
Key West, FL
I&C
Fort Village & Robert Gabriel Housing
Complex (Doors & Windows Replacement)
12 Bldgs
* Key West, FL ($570,453)
Freeman Justice Center Drug Court
Renovations
* Key West, FL ($512,998)
Gato Bldg, Interior Renovation
* Key West, FL ($1,812,444)
Gato Bldg, Exterior Restoration
(Historic Preservation)
* Key West, FL ($4,027,200)
Higgs Beach Playground, Phase 1
* Key West, FL ($218,025)
Key West Bight. Public Restrooms
* Key West, FL ($246,000)
Key West Fire Station #2
* Key West, FL ($6,326,650)
Key West International Airport
Baggage Claim Hall Renovations
* Key West, FL ($1,044,404)
Housing Authority of the City of Key West
Key West, FL
Monroe County Board of Cty Commissioners
Currie Sowards Aguilla Arch.
Delray Beach, FL
Florida Department of Health
Bender & Assoc., Architects
Key West, FL
Monroe County Board of Cty Commissioners
Bender & Assoc., Architects
Key West, FL
Monroe County Board of Cty Commissioners
William P. Horn Architect
Key West, FL
City of Key West
Gonzalez Architects
Key West, FL
City of Key West
mbi I k2m Architecture Inc.
Key West, FL
Monroe County Board of Cty Commissioners
Key West, FL
Jacobs
Miami, FL
Key West International Airport
Monroe County Board of Cty Commissioners
Hangar Development. Taxiways & Aprons
. Key West, FL
URS Corporation
* Key West, FL ($3,431,000)
Miami, FL
Key West International Airport
Monroe County Board of Cty Commissioners
Addition & Renovation
Key West, FL
Gonzalez Architects
* Key West, FL ($3,629,050)
Key West, FL
Kev West International Airport
Generator wBuilding
* Key West, FL ($270,650)
Key West international Airport
Miscellaneous Improvements
* Key West, FL ($198,000)
Monroe County Board of Cty Commissioners
Key West; FL
URS Corporation
Miami, FL
Monroe County Board of Cty Commissioners
Key West, FL
URS Corporation
Miami, FL
Lester Building Enclosure Monroe County Board of Cty Commissioners
Gonzalez Architects
* Key West, FL ($319,796) Key West, FL
Little Hamaca Park City of Key West
Key West, FL
* Key West, FL ($149,780)
Mallory Square Restroom
City of Key West
Gonzalez Architects
* Key West, FL ($224,173)
Key West, FL
Mallory Square Seawall & Plaza
City of Key West
and Sculpture Garden
Gonzalez Architects
* Key West, FL ($2,900,000)
Key West, FL
Marathon Airport Sheriff's Hangar
Monroe County Sheriffs Office
Simulator Classroom
Monroe County Board of Cty Commissioners
* Marathon, FL ($103,779)
Marathon, FL
Manatee County Detention Facility
Manatee County Board of Cty Commissioners
Centex Rooney Constr. Co.
* Port Manatee, FL ($3,480,000)
Lake City, FLP
Marathon Diesel General Florida Keys Electric Coop
Generating Plant Marathon, FL
* Marathon, FL ($862,000)
Marathon Hangar Building
Monroe County Board of Cty Commissioners
Key West, FL
* Marathon Key, FL ($374,980)
Rosenblatt-Naoeri Associates
Summerland Key, FL
Monroe County Detention
Monroe County Board of Cty Commissioners
Facility -Key West
Key West, FL
* Concrete Pkg. ($1,071,286)
Morrison-Knudsen/Gerrits
* Masonry Pkg. ($1,079,555)
Construction Managers
Monroe County Detention
Monroe County Board of Cty Commissioners
Facility -Foundation Pkg.
Key West, FL
Hansen Lind Meyer
* Key West, FL ($506,103)
Orlando, FL
Monroe County Detention
Monroe County Board of Cty Commissioners
Sheriffs Headquarters
Morrison-Knudsen Gerrits
Key West, FL
* Key West, FL ($3,472,000)
Monroe County Library Monroe County Board of Cty Commissioners
Thomas E. Pope, AIA
* Key West, FL ($652,773) Key West, FL
Monroe County Public Service Facility Monroe County Board of Cty Commissioners
Asbestos Abatement Demolition Key West, FL
* Key West, FL ($429,339)
Monroe County Sheriffs Hangar
Monroe County Board of Cty Commissioners
Marathon Airport
URS Corporation
Miami, FL
* Marathon, FL ($1,569,414)
Monroe Sheriffs Substation &
Monroe County Board of Cty Commissioners
Tax Collector's Offices
Bender & Associates Architect
Key West, FL
* Marathon, FL ($733,000)
Naval Air Station
United States Navy-SOUTHDIV
Repairs & Alterations A 149
Key West, FL
* Key West, FL ($113,700)
Naval Air Station United States Navy-SOUTHDIV
Addition to Bldg A1019 Key West, FL
* Key West, FL ($120,806)
Naval Air Station -Indoor United States Navy-SOUTHDIV
Racquetball Courts Key West, FL
* Key West, FL ($142,715)
Old Mariner's Hospital Renovation Monroe County Board of Cty Commissioners
Plantation Key Sheriffs Substation Bender & Associates Architect
* Key West, FL ($3,015;400) Key West, FL
Park and Ride Parking Garage City of Key West
Key West, FL
* Key West, FL ($3,597,557)
Public Service Facility
City of Key West
Fire Station #1 Phase I
Key West, FL
Gonzalez Architects
* Key West, FL ($2,027,000)
Key West, FL
Public Service Facility
City of Key West
Police Station — Phase H
Key West, FL
Gonzalez Architects
* Key West, FL ($4,230,038)
Savannah, GA
.
Retail Store Expansion
City of Key West
201 William St.
Key West, FL
Peter Pike Architect
* Key West, FL ($122,796)
Key West, FL
1
Roof Canopy at SWTE
City of Key West
CH2M I-ElI, Architect
=_
* Key West, FL ($82,025)
Gainesville, FL
f
x
Senior Citizens Plaza Concrete Repair
* Key West, FL ($7,841,206)
West Martello Public Restrooms
* Key West, FL ($159,900)
Housing Authority of the City of Key West
Wiss, Jenney, Elstner Assoc.
Northbrook, IL -
Monroe County Board of Cty Commissioners
Key West, FL
William P. Horn Architect
Key West, FL
r
` 01. porW
Constructors, Inc.
April 3 0, 2015
rg.Eb�c-
Innovation on a Solid Foundation
Monroe County Board of County Commissioners
c/o Purchasing Department
1100 Simonton St., Room 1-213
Key West, FL 33040
RE: Key West Light Station Renovations
Litigation Summary
D.L. Porter Constructors, Inc. hereby acknowledges that it had a pending
litigation with the Florida Keys Mosquito Control District, however, that issue has
been resolved at a recent mediation and has received district approval.
Lzr
C. Marshall White, Vice President
6574 Palmer Park Circle, Sarasota, Florida 34238 � Office (941) 929-9400 Fax (941) 929-9500
dlporter.com
CUSTOMER REFERENCES
Name Address Phone
f Key West 3140 Flagler Ave. 305-809-3943
Terrence Justice Key West, FL 33040
El Rancho Motel 830 Truman Ave. 305-304-8140
ATTN: Tejas Soni lKey West, FL 33040
Gonzalez Architects 32 E. Bay St. 912-201-9888
ATTN: Jose Gonzalez Savannah, GA 31401
Bender & Associates 410 Angela St. 305-296-1347
ATTN: Bert Bender Key West, FL 33040
CREDIT REFERENCES
Name Address Phone
Power Air Conditioning, Inc. 1525 N. Osprey Ave. 941-362-8801
ATTN: Bob Castiglione Sarasota, FL 34236
Florida Keys Electric, Inc. 5730 2nd Ave. 305-296-4028
ATTN: Raymond Vazquez Key West, FL 33040
3C Construction Corporation 3601 NW 55 St., Suite 201 .305-638-5511
ATTN: Orlando Casariego Miami, FL 33142
Douglas H. Kresge LLC 1915 1 lth St. 941-376-1580
ATTN: Doug Kresge Sarasota, FL 34236
D.L. Porter Constructors, Inc.
AMOW AS
APMW AMEW AM
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. EEME600-b,
276 Knollwood Rd. Tarpon Spring, FL 34688 Phone: 727-938-9500 Fax: (727)937-0526 RazorbackLLC@Gmall.com
18.E.h
Historic Lighthouse Restoration Resume
Razorback LLC
CGC# 1515966
SSPC QP1 & QP2 Certified (Coating Application and Hazardous Coating Removal) "Attached"
Coating Certification Attached for:
Anthony Houllis. President
Certs:
o Coating Application Specialist Level 2 Full Status
o C-3 Supervisor/ Competent Person Training for Deleading of Industrial Structures
o Quality Control Supervisor (QCS)
o NSC First Aid, CPR, AED
o GHS and OSHA Hazardous Communication
o Protective Coating Inspector
o Osha 30
Selvin Majano. Foreman/ Quality Control Inspector
Protective Coating Inspector Certified
Brady Coltrain Quality Control Inspector
Bridge Coating Inspector Certified
2015
Prime Contractor: Razorback LLC
Architect; Ken Smith Architects
Kenneth R. Smith, FAIA
KENNETH SMITH ARCHITECTS, INC.
8301 Cypress Plaza Drive, Suite No. 203
Jacksonville, Florida 32256
Rick Cain
Deputy Director - Operations
Lighthouse Avenue
Saint Augustine, Florida 32080
email: rcain a,staugustinelighthouse.org
St. Augustine Lighthouse painting and metal restoration
This project consisted of abrasive blasting non ferrous metal surfaces to meet the requirements of SSPC SP-6 and
application of a 4 coat system. The coating manufacture was Tnemec and coatings applied where zinc, epoxy, urethane,
flonorar. Masonry to be low pressure water washed and coated.
2013
Prime Contractor: Razorback LLC
Engineer: Arnold Saunders Engineering
Consulting Engineers, Inc.
112651 McGregor Blvd, Suite 103
Myers, FL 33919
(Work) 239-267-3666
239-267-2771
(e-mail) richard64163gemail.com
Owner: City of Sanibel, FL
Krarvezuk
(Deputy Public Works Director
800 Dunlop Road
Sanibel, FL 33957
Office 239-472-6397
Cell 239-770-2554
Sanibel Lighthouse Restoration
This project consisted of extensive metal repair/replacement, and a new interior and exterior coating. Exterior
metal was abrasive blasted and coated with two coats of epoxy and one coat of urethane.
The S6.mty rm..
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has Teat or c.-cceed . ed t
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Presidrnt, SSPC,'
April 1, 2015--October 1- 27015
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Owners are ad+ised to etmtact'SSPC: at.A 12-281•1-131 ext. 223s or CM 2109 to,Crity aathcAcity trrcettFfication,
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--Exvi`-res: 8/31/1.7
Exam Date(s): 8/26-27/14
Location: Zephyrhilts, FL
Proctor(s); Dan Buetk
SSPC President SSPC Executive Director
ww,w-,q,-pc.org 140 24`h Street Oh Floor Pittsburgh, PA 15222-4656 j P. 41,2.281..2331 T: 877.1-81.7772 F. 412.218 1.9992
CtRWIC, An OF
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thon H
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com�m and exam J61,_.
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IACET Provider # 337.5
..................
Prey Pent
Duluth,.q ......
October 5-8, 2009
............
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CS SSPC Course
March 23, 201.5
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..QCS C(lttiSe- SS%' ........<.
Irisiructtar(.c)
NSC FIRST AID, CPR, AED Course (IV)
Student Information:
ANTHONY HOULLIS
a I Program Name: NSC FIRST AID, CPR, AED Course (TV)
6 Certificate 4: 5C9B3243041394DF48033E37326E96A.lD
q Provider: National Safety Council (18007751484)
Date of Completion- 12/4/2013 8-44: 10 AM EST
o rg
. ......... . . .. . ....... .... ..
Close Windomd
bttp://course.safetyserve.com/finesotirce/certificate/safcty_ceft.asp?ugid=oAKOS286AC&mnp;sid=5C9B324304B94DF48033E37326E96AII)....
;4+;(+(F r
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IL$OMPLETION
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course ' and exam
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1ACFr Pmvider # 3375
American Board of t'ndastrial Hygiene
Approved Provider#U-587
Florida Board of Professional Engineers
Provider 00004326
Tiir Number#425
F.�cea{tine Dirndor ..........................
Tarpon Springs, FL
Locatimt
March 30, 2013
Mitch Blum.
ins trtecto43)
360irAtnEnp.com s 13801 Bumet Rd Sutfe 100 a Austin TX 78727 ® 800-442 1149
Aftthon.y Hov'01's
has completed the SSPC
on-line training course
Protective Coating Inspector (PCI)
Online Training Course*
4.5 Continuing Education Units
*Nroyr. Pyk training does not meer SVC M Lire{ 1. Zt.,'wl 2. urtxrch3requiremirntv
Exmilive Director
Date
April 02, 2015
Certificate ID: 1427994235
Anthony Houllis
nfintrkrrb this mfifiratr for
OSHA 30 Hour Outreach Training Program - Construction
Credit Hours: 3-i 1.
Completion Date: 04/02/2015
1
Marie Athey, Trainer C 0026383 and G 0034871
"As an OSHA authorized trainer, I verify that I have conducted this OSHA outreach training class in accordance with OSHA
Outreach Training Program requirements. I Witt document this class to my authorizing OSHA training organization, Upon successful
review of my documentation, i kvill.°provide each stud0t their completion card within 90 days of the end of the class."
360training.com 4 13801 Burnet Rd;, Suite 100 • Austin, TX 78727 0 888-360-TRNG s www.360training.com
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Welcome
A -Plus RodmidKeywest—welcome
A -Plus Roofing of Key West has over 30 years of
professional experience repairing, installing, and
maintaining all types of roofs in the Florida Keys
area We specialize in metal roofs for residential and
commercial applications and also have expertise with
standard roofing types and materials. Our staff has
been fortunate enough to work on a variety of
challenging projects and have consistently proven that
A -Plus Roofing of Key West is fully capable of
handling any job, big or small.
A -Plus Roofing of Key West repairs, installs, and maintains all types of roofing structures and
materials including the following:
® Metal
Thermoplastic
• PVC Single PIy
• Asphalt
• Fiberglass
• Standing Seam
• V-Crimp
• ... and More!
A -Plus Roofing of Key West has been successfully performing professional roofing service to the
residential and commercial communities of the Florida Keys, from Key West to Marathon, since
1988. In that time we have built a well-known reputation for providing top-quality craftsmanship,
on -time completions and maintaining a high level of ethical conduct on and off job sites.
We thank you for your interest in our services and look forward to hearing from you soon.
Contact us today with any of your roofing questions or to schedule an appointment for a free
estimate. We are committed to protecting your privacy. The information you enter on our site
is held in confidence between you and us. We do not sell, trade, or rent your personal
information to others. This privacy statement discloses how the information you provided is
used and protected.
A -Plus Roofing of Key West
Fully Insured
State Licensed Contractor
CC#COS8008
huplfaousrooBrxoWwestcamMage" dvrz4M.Op 1ft
F'
ISSUE DATE 2015/04/29
A- lus L
s
o R
.fRI9 B
9
<T
J .1
Here is a short version of a long list of historic buildings we have replaced or repaired the roof systems.
1. Cornish Memorial AME Zion Church,
702 Whitehead St
2. Bethel AME Church
223 Truman Ave,
3. St Pauls Episcopal Church
401 Duval St
4. Key West United Methodist Church ( Old Stone Church )
600 Eaton St
5. Oldest House Museum
322 Duval St:
6. Hemingway'House Museum
907 Whitehead St
We have been in business in Key West since 1988. In that time we have installed many historic roof sys-
tems. We strive to be historically correct in the installation of these roof systems.
We work with Rick Wright of Vermont slatewright company in Vermont. His website is
www.sIateroofer.com and his email is rick@sh"roafer.com. He is also very experienced with copper systems
soldering and sweat lap work.
Sincerely;
Vincent A Scardina V.P.
(305) 296-2568 —1107 Key Ph=# 317 —Key West, FL. 33040 — CCCO58008
THIS ESTIMATE WILL ESP= 30 DAYS AFM THE TssM DATE
Cmmrr CAnDs Acciw= wrrH A 3% PAY-BY-aoNs 0Pn0N
IssUE DATE 2015/04/29
Here is a short version of s long list of historic buildin gs we have replaced or repaired the roof systems.
1. Cornish Memorial AME Zion Church,
70 Wh0tehead St.
2. EethelAME: Church
223 Truman Ave,
3. St Pauls Episcopal Church
401$Duval St
4. Key West UnitedMethodist Church ('Old Stone Church).
600'Eaton St.
5. Oldest Souse Museum
322, Duval St.
6. flemingway`House Museum,
907 Whitehead St`
We have been in business: ip.IKey West since 1998.In thattime we have installed many historic roof sys-
tems. We strive to be historically correct in, the installation of these -roof system%,
We work with stick Wright~ of Vermont slatiewe igl t company -ill Vermont ' M website is
www.slateroafer.com and his email is rick@slat=ofer.com .:He is also very experienced with copper systems
soldering and.sweat lap Work.
Sincerely; b��,.. I __x
Vincent A Scardina V.P.
(305} 296 2568 —1107 Key Plaza # 317 — Key West, FL. 33040 — CCC058008
Tffia LvroM = wn.L EXPIRE 30 DAYS Arm THE Lsm DATE
CII = CARM ACC U t M WITS A 39/a PAY-BY-PHom ornm
M.illemiu n`Fain Of Key. West Inc.
..Adding: reels`to Yow,,Project"
305;797.51971 millannimfipaintihgkw@gmaii.com
Flagship Projects
2008 — Present
Turn Maintenance Painter for Balfour Beatty communities, NAS Key West
Description: Responsible for all the painting and drywall work required to make a unit
presentable prior to new tenants moving in for 890 housing units. Approximately 300 units
turned over annually.
11/2014 — 2/2015
Garden Key Cistern Restoration
Repair cracks and apply coatings to Cisterns at Fort Jefferson.
2/2013 — 8/2013
Project FY12 Painting and Renovation NAS Key West.
Minor concrete repairs and painting of the following buildings: A-131, A-4082, A-1112, A-1116,
A-1114, A-1115 and V-4114
3/2011— 4/2011
Flagler Landing Condominium repairs and re -paint.
Description: Paint entire exterior of 13 unit concrete structure with 2 coats of Loxon XP.
2007- 2008
C-1 Hanger Renovation, NAS Key West
Description: Paint entire interior using lead encasement system. Paint entire exterior.
2006 — 2007
Hurricane Wilma Repairs and Renovations, NAS Key West
Description: Paint the exterior of over 200 single level and multi -level residences.
2005 — 2006
Capeheart and Pre-50 painting Renovation, NAS Key West
Description: Paint the exterior of over 400 single level and multi -level residences do to hurricane
damage.
Millennium Painting of Key West
Residential Experience
9/2012—11/2012
826 White Street
Description: Historical Interior and exterior repaint
12/2011— 2/2012
336 Duval Street, Prudential Building
Description: Historical exterior re -paint.
9/2006—12/2006
322 Whitehead Street
Description: Complete historical interior and exterior re -paint.
6/2004 — 9/2004
324 Whitehead Street
Description: Complete historical interior and exterior re -paint.
4MM5 S. Petlersbtrg melalsmith makes ligfdllattses his specialty I Tampa Bay Times
Man
a Dam lrmd
St. Petersburg metalsmith makes lighthouses his specialty
,Kathorfm3nm6rnIh,Vines 3t ffVibttw
3,avmr, Auavta, non s+ro.ar
ST.PETEPMURG
Alex Itlahm, est. Petecaburgmetalsmith, travelsthe country renovating lighthouses, working ioa or moire feet
above seals and crashing waves at some ofthe mint picturesquespats in America. Not a bad gigconsidering this -
is his fallbackduring the sagging economy.
15veyears ago everything came to a screeching halt," saidIdahm, who created theaculptures ofsea rife onthe
wallway betwmnthe BayWalkparking garage andretas center. "Because the economy tookawgy a lot atthe
architectural design wi rkwe usedto do, thisis whatwe do nowto pay the bfl2L"
Sims Ales laahmArchiterhaal Metal and Designstarted in 194 the occasional repair ofa Florida lighthouse
accounted fin So percent afbuaine- But in the pasttive years, Klahm has sought contracts across the cmmtry
and lighthouses now maim up go percent of his -work
lbough Mehra and his one employee are working on an intricate 1204botdong stair railingfar a 33,000-square-.
That private home going up in Naples, the $80,00o residential contract is rare these days. And as the nation's
2. 000 lighthouses age, there is growing demand for metalworkers with a history offixing them. He has created
and replaced spiral stairs, railings, supper gas prisms or lightning protection in more than 80lighthaases.
Pin where he has worked and lived for three to six months ata time include Tybee island, Ga.,Yaqui=Read,
Om, Mantw* N.Y., Bilmd, Miss, Point Sur, Calif, and Cape Hatteras, N.C.
"Its interesting because they're always in the mostbeautiful places in theworld.- Mahm said. "Whenyau're an
top ofa lighthouse and there is nobody around for miles, you look down and you couid be back in t87y "
HeusuaDyataya Ina c®.ttructiontrailer ne kto thelighthanse endmayworkaloae orwith ateam ofonntrec3es
dedicatedtovariam parts ofa restoration. Contracts for the metalwarkalone range from S3o,000 to more than
Si million.
"They are always going to need maintenance. Iighthaases am no different than a ship at sea exposed to the
elements," said Jim Gabbert; ahistarian with theNatiand Park ServiceinlVashingtoo, D.C. More than600
lighthouses are designatedhistorkbeceuse they are more than So years old.
The Coast Guard still owns most of thelighthouaes, Gabbert said. Since 1994, however, mare than 6o that are no longer needed for n
s g nvigetionhave been giventosffiteorincal
governments or nonprofit groap
"Some are sold at auction" to private owners, Gabbert said. "They sell far $i&000 to hundreds and hundreds ofthousaods ofdalbus."
ifyau're not in the market to own a lighthouse or reoovate one but are taken with the idea. a Sam allowavernigbtguests.
Gritlywork
'Me locales ofMalidswarkmayberomantte, but the workitselfisfar from pretty.
'We get up every day and we get cut and burned typically. We warkwith things that have fames that don't do any good for your luto." he said. He's pleased that his employee, J.A.
Iodico,issotalentedbecausethe number ofinetnlsmithaisdwhuMzi ,
UnlU many production processes that have become easier with oampatertration, metalworkisstill a hmdsAm jab with hot and potentially dangerous equipment. But with electricity
and cranes It is easier todaythan whenmost ofthese lighthouseawere first constructed.
"Sometimes whenyam tryto duplicate whatthesemastercraftsmen have doneyaathinkit can't be dons,butthere it is. Thelydid it with a hammer and anvil and &lahmsaid.
Winds atthe top afa lighthouse canrearh 65mph. Usually asmifioldingis built around the structureswithfabric hanging on the outside so workers are blocked from the elements
They wear safety harnesseaiacase ofs misstep..
'then there are the stairs— 200 or more ofthem. Klnhm and kodlm eat a lot ofbanamae bemuse potassium helps prevent leg cramp&
"YoutypkaBy get mthe tap and you realise youwe forgatten something;" Blahm said, laughing: "Ona perfect dayyou go up once with a cooler with your sandwich in it. Most often its
io times, thenyenstop coantingbecause it's too depressing."
Reach Katherine SnawSmtth at (rr/) 893-8785 or kssmith@sptimescam
SL Petersburg metalamith makes lighthouses his speclalty 08/Ot1k11
Photo reprints I Allele reprints
Q 2oyg Tampa BayTlmes
its Tvad'.coi tie
Cummadi a G.Aiims dace Pdiey
Articles and offers from around the Web AEA allA titide
tWAvww.timpebay=mftsyslsl•peWrsbtrgmetWsmWmopes-lW ttltses-it"pedaltyn184432
112
4rAM15 Elbow Reef Uot ame Repairs Assessed by Experts
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Elbow Reef Lighthouse Repairs Assessed by Experts
VNtllen by. Mirella Sanfilio
18 Oct, 2014
Annie Polo, accompanied by Alex Maim arrived in Marsh Harbour on October6. They continued an to
Hope Town, where they assessed repairs to the Elbow Reef Ughthouee and met with officers ofthe Elbow
Reef L►ghthause Society to share their findings. Me. Polls Is the US Coordinator for the Elbow Reef
IJghihouse Society. Mr. Wahm Is with Architectural Metal and Design Inc. and in a specialist In restoring
metal historical structures.
Rust sa"r and wear have taken their tall on the 150 year old lighthouse.
As they arrived at the base of the old structure, on the morning of October 7, Me. Polls and Mr. Mahm
immediately examined the ground to locate the tightening rod. which seemed to be disconnected, and to
check the paint that was peeling all over the building.
The structure was repainted In 2008, According to Mr. h1s mh, the type of paint used did not allow the walla to
breath. A Iimaweah would have been better.
The two experts were Jolned by Jackson Blatch, who had already performed work an the lighthouse:
changing some of the glass panels in 2012.
As they ascended the 121 steps to the lantern room, the group stopped at regular intervals to assess the
corrosion and passible construction anomalies that could be dangerous. Ms. Polo noticed an electric wire
running along a kerosene line. The two lines will have to be separated.
At the top ofthe stairs. a heavy slab of slate has been dislodged. Mr. Mahm proposed to dean 11 and re-
position It in its original piece. In the watch room the ventilators that have been sealed by costs afpsint
should be reopened for propervenfilation. The metal under -flooring of the Boor grills has been badly
damaged by corrosion, however Mr. Mahm did not think it an area ofooncem, whether stnrcbrrsl or esthetic.
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4CtMIS 8bow Reef Ughhouse Repairs Assessed by Expert
The condition of the metal roofwas deemed much more Important As they stepped out through the small 13
door to the outside gallery, they noticed Itwas badly rusted. The metal will have to be sandblasted and
repainted, Including the finials an the ralling, one ofwhlch could to be reconstructed with a titanium paste. 20
Armed with portable ladders and a harness, the Mr. Klahm decided to climb to the upper gallery to checkthe
gutters and roof. Ms. Potts, Mr. Blatch and Ms. Kenyon, the Executive Director of the Elbow Reef Lighthouse
Society who had Joined the group, squeezed through the opening leading to that gallary.:The ladder and trap
door leading to the gallery had been removed In the pant
As theywent around the building, checking roof, gutters and grounding system, Alex 10ahm Informed his
colleagues of hla findings. Some of the bob holding the gutters were badlyrusted and will have to be
replaced. Partofthe roof has to be fixed with metal plates Ihatwill have to be bolted to reinforce IL He
mentioned that the lightning rod had to be connected all the way down to the earth.
Hark inside, the three restoration analysts than climbed Into the lantern room where Ms. Pops noticed
cracked glass panels. By then, Kona, Ms. Kenyon's Australian Cattle Dog who had been patiently waiting at
the bottom of the last flight ofstalrs, decided to Join them upstairs. Climbing up was easy, butahe dldnot
enjoy the way down.
The assessment to the upper part ofthe lighthouse Included the following:
— Bolt down metal plates to the roof and change rusted bolts to gutters and roof.
— Ensure that the lightning rod was property connected.
— Re -install the permanent ladder and a proper trapdoor.
—Remove the door to the outside gallery. lubricate it and put ItbacIL
— Install additional security pasta to the balustrade.
— Replace the cracked glass panels.
— Clean and replace the displaced stone slab.
Possible addhlanal repairs Included:
— Install grill on the windows
— Sandblast and repalntibe enlin s lighthouse
Ilwas close to noon when the group finally exiled the lighthouse. Lunch at Captain Jacles seemed like a
good Idea to rest and further discuss some of the findings.
A complete reporton the assessment of the repairs needed to give the lighthouse a new lease an life was to
be presented to the Elbow Reef Preservation Society and to Interested Hope Town residents ale meeting.
The lighthouse is one of the few remaining light stations in the world to be manually operated and the any
one to be hand turned and kerosene beled. It Is operated bytwo keepers, Jeffrey Forbes and Elvis Parker
who nighty light the 100 year old burner and hand rank up the counterweight which power the turning
machinery.
This is done totally without the use of electricity —like Ithat e been for 150 years.
What Do You Think?
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,} An excellent and informative article about THE iconic building of Abaco.
U%e . -c1:_ :.1 p: ;< October 17, 2014 at 1235pm
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4/18MS Ughthmises@Ughthouse Digest... Currituck Beach Lighthouse Ironwork Restoration
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Cuff !tuck Beach Lighthouse Ironwork Restoration
By Lloyd D. Childers
Canmer"
Just how safe is It to walk through the
iron doors onto the lighthouse gallery
and stand on the open von deck 150
feet above the ground? Are the railings
securely anchored? Could you be
injured by pieces of falling metal from
the lantern room deck above? Few of
the 185,00o annual visitors who climb
North Carolina's Curritudk Beach
Lighthouse ask these questions but
Outer Banks Conservationists, Ina
(OBC), the nonprofit group that leases
the tower from the U.S. Coast Guard,
takes them very seriously.
To find answers OBC gathered a team
a of experts to perform a detailed
# r inspection of the Ironwork atop the
Currttuck Beach Lighthouse, especially
i the iron brackets beneath the gallery
� decidng. A visual Inspection of the
c:ttck to enlarge. «: ironwork from the gallery deck revewed
some corrosion, but a closer look at
existing conditions below the deck was
necessary to prepare an appropriate scope of work and cost estimates for the
Job. The group consisted of International Chimney Corporation, Ina(ICC),
scaffolding experts, Alex Klahm, architectural metalwork designer, and Cullen
Chambers, a lighthouse preservation consultant who has been imvolved In
restorations at Key West, SL Augustine and Tybee Island lighthouses.
The upshot of the Inspection was a
project description including structural
u: and safety enhancements on the gallery
deck, handrails, brackets, and bet
t� course system to allow the area to
*� remain safe for visitation and prevent
"y potential hazards to onlookers below. In
>a Click to enlarge « addition, OBC decided to complete
repairs to the roof, exterior of the
lantern room, lantern deck and associated ventilation system, Also, the
temporary Plexiglas panels at the service roams windows were replaced with
reproductions of the original wooden windows. The $400,000 project was
estimated to take eight -weeks, however delays In obtaining casthhgs from the
foundry extended the project to approximatey 12 weeks.
The selected contractor, International Chimney, movers of the Hatteras
Lighthouse, began erecting the scaffolding on November 1,1999. Ones In place,
the entire gallery hand rail and post system was match marked, disassembled,
and lowered to grade for re -work by Alex ldahm. In addition, Kiahm designed
and constructed splice plates to bridge over existing cracks in the brackets. Also,
the existing comics hanging down below the gallery deck edge was carefully
removed, recast, and reinstalled. At the very end of the brackets, hollow
hexagon chambers, which showed significant signs of deterioration, were
ground away from the main portion of the brackets, recast and later reinstalled.
Other work consisted of removing and replicating the exterior door to the gallery
deck. After removals were completed netting was placed from the outside of the
scaffolding platform to the underside of the gallery deck to offer a degree of
IA
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4128Ro15 LIghthotses®Lightttouse Digest.- Ctr:rit x k Beach Llghhase Ironwork Restoration
screening from the wind and facgltate sandblasMg containment. A giant vacuum
machine collected debris from the sandblasting.
While wailing for parts from the foundry In Florida, the gallery dedc, brackets
and associated Ironwork were waterblasted to remove chlorides, and
sandblasted in segments, allowing for only as much surface prep to be
performed as could be prime painted the same day. To approach average
member thickness severely corroded brackets were back -filled with Belzona
Super Metal, a titanium based epoxy putty. Areas of light corrosion or pitting
were simply primed and painted. Other work consisted of water testing the roof
and curtaln wall system, clearing the vent of all Insect nests, dirt accumulations,
etc„ and cleaning and coating the surfaces. The lens was carefully protected
during these procedures. Comice places below the roof were removed and re -
fabricated by Alex Kiahm, and minor roof repairs were performed. On the
Interior of the lantern room, the slide plate vents' In the sill of the curtail wan
were stripped, neutrabod and coated with a moisture cured urethane topcoat.
Cracked and deteriorated masonry on the Interior of the service room wag was
repainted. Assembly of new parts began with the installation of the hollow
hexagon chambers. New stainless steel connecting rods were Installed from the
acorn nut through the hollow hexagon chambers and gallery deck Into the
gallery handrail posts. Reworked and new handrail sections were fitted In
between the deck posts and attached with new stainless steel hardware.
The lighthouse Is scheduled to open for the 2000 season on April 1. For
additional Information on the project, call Lloyd Chillers, keeper, at 252-453-
8152 (M-F). Feel free to leave a message.
More technical questions may be addressed to Joe Jakubik of International
Chimney at 1-800-828-1446 or Alex Klahm at 727-8W9999.
By Lloyd D. Childers,
Executive Director/Ughthouse Keeper
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212
Key West Lighthouse
Preliminary Bid Schedule
ID
ask Name buratlorf
Start Finish Predecessors
to be
October
ov b r Dece ber
anus
E
M
B M E
B M E
B I M I E
BB
M B M
B
M E
1
2
mobilization 3 days Mon 6/1/15 Wed 6/3/15
LIgMHouse repair 115 days Thu 6/4/15 Wed 11/11/15
paint mobilization & draping of tower 5 days Thu 6/4/15 Wed 6/10/151
painting prep work /sandblasting 45 days„ Thu 6/11/15 Wed 8/12115 3
metal repair 20 days Thu 8/13/15 Wed 9/9/154
finish painting 45 days Thu 9/10/15 Wed 11/11/155
Keepers quarters 41 days Thu 11/12/15 Thu 1/14/16
concrete foundation 4 days Thu 11/12/15 Tue 11/17/156
new stairs and landing 10 days Wed 11/18/_. Thu 12/3/15 8
Window & porch repair south elev 8 days Mon 11/16/... Wed 11/25/15 6
window & porch repair east elev 8 days Mon 11/30/... Wed 12/9/15 itl
window & porch repair north elev 8 days Thu 12/10/15 Mon 12/21/1511
window & porch repair west elev 8 days Tue 12/22/15 Tue 1/5/1612
lift installation 1 day Mon 12/21/... Mon 12/21/1516
„ .. „:...... _ .... .. ..... _ _....... _ .
painting south elevation 7 days Mon 11/30/ . Tue 12/8/1510
palntlrig east elevation 7 days Thu 12/10/i5 Fri 12/18/1511
painting north elevation 7 days Tue 12/22/15 Mon 1/4/1612
painting west elevation 7 days Wed 1/6/16 Thu 1/24/1513
Gift Shop & site fence 24 days? Wed 11/18..: Wed 12/23/15
repair site fence 10 days Wed 11/18/... Thu 12/3/158
paint site fence 14 days. Fri 1214/15 Wed 12/23/15 20
swale & drainage work 6 days Fri 1214/15 Fri 12/11/15 ZO
concrete repair 7 days Fri 12/4/15 Mon 12/14/1520
.,,
t-A•
3
4
5
6
7
8
9
10
11
12
13
14
1s
16
17
18
19
20
21
22
23
24
_
Protect Key West Lighthouse Prel
Date_Tue-0/ZB/15
Task ---2, _ .. External Tasks Manual Task Flnish-0nly D'
Split „ ,,,,, ,,,,,,,,,,,,,,,, External Milestone O buration-only - �� Deadline !1
Milestone 4 Inactive Task-- —� Manual Rollu ®
Summary p progress
Summary Inactive Milestone i Manual Summary
Project Summary W2m====Om�9 Inactive Summary y, Start -only C
Page 1
EXHIBIT 5.
Minutes:
Mandatory Pre -Bid Meeting
April 10, 2015 —10:00 A.M.
Monroe County Engineering
i 1200 Simonton Street, 2-216
Key West, FL 33040
t Project Management
Key West Light Station Renovations
Job Walk Agenda
Called By:
Monroe County Project Management
Held:
Friday, April 10th, 2015 10:00am
938 Whitehead St. Key West FL
AGENDA:
I. MEETING CALLED TO ORDER
2. SIGN -IN
3. JOB WALK IS: Mandatory
4. INTRODUCTION OF PROJECT TEAM MEMBERS:
Monroe County:
Project Managers — Johnnie Yongueyonoue-iohnnieOmonroecounty-fl gov
Ann Riger miter-ann2?monroecounty-flgov
Lighthouse Staff - Jack Holland
Architect- Bert Bender BLBenderObell south. net
S. PLAN AVAILABILITY:
Requirements for submission may be requested from DemandStar by Onvia at
www.demandstar.com OR www.monroecountybids.com or call toll -free at 1-800-711-1712.
6. BID DATE & TIME:
Due April 30'h, 2015
8. PROJECT SCHEDULE & PHASE DESCRIPTION
The Contractor is to note the following special milestone dates.
1. Proposal Documents Available
2. Pre -Proposal Conference
3. Last Day for Questions
4. Last Day for Addenda to Advertise
5. Proposal Due Date
6. BOCC Award Date (Anticipated)
7. Notice to Proceed & Pre -Construction Meeting (Anticipated)
8. Substantial Completion (Anticipated)
9. SITE INFORMATION
The Scope of Work consists of:
EXHIBIT
March 21-4, 2015
April 10th, 2015
April 16'h, 2015
April 23nd, 2015
April 301', 2015
May 2e, 2015
June 15', 2015
January 27th, 2016
Page 1 of S
Monroe County Engineering
1100 Simonton Street, 2-216
Key West, FL 33040
Project Management
This work will be a renovation on a historic structure listed on the National Park
Service Inventory of Historic Light Stations.
The scope of work includes various painting, repair and restoration work at the
historic Key West Light Station Property at 938 Whitehead St., Key West. Work
shall be as shown in the drawings and the specifications, including but not
limited to:
Historic lighthouse: paint the entire lighthouse exterior. Repair historic
metalwork and paint the interior of the top(metal portion) of the lighthouse.
Repair various historic metal components including portholes, doors, platforms,
ventilators, and roofing. Patch and paint various historic lighthouse elements
including ventilators, beadboard, and metal stairways.
Historic Keepers Quarters building: paint entire building exterior. Repair and
paint exterior siding, exterior columns and historic wood windows and shutters.
Provide and install new vertical accessible lift and new wood stair at rear of
building.
Sitework: repair and paint existing wood fencing around the property. Install
new trench drain, door and swale at the gift shop. Repair spalling concrete
above doorway.
ADD Alternates include the following:
1. Patching of slate roofing at keepers quarters, oilhouse, and wood shingle
roofing at shed building.
2. New Copper Gutters and Downspouts at the Lighthouse keepers quarters.
3. Patching and Painting of interior masonry at the Lightouse.
The Scope of Work shall include, all work shown and listed in the Project
Drawings. The Contractor is required to provide a complete job as
contemplated by the drawings and specifications, which are a part of this bid
package. The Contractor shall furnish all labor, supervision, materials, power,
tools, equipment, supplies and any other means of construction necessary or
proper for performing and completing the Scope of Work, unless otherwise
specifically stated.
The Contractor shall be responsible for complying with regulations, approvals,
and permitting by the: Federal Aviation Administration, Florida Department
of Transportation, Monroe County Growth Management, Monroe County
Building Dept., Monroe County Airport, Fire Marshall, Historic
Architectural Review Committee, and any other permitting or regulatory
agencies as applicable.
Page 2 of 5
Monroe County Engineering
1100 Simonton Street, 2-216
Key West, FL 33040
Project Management
10. The following Special Provisions are intended to clarify the scope of work, or
highlight features of the work, or modify, change, add to, or delete from the
General Scope of this Proposal Package.
All licenses required in order to perform the scope of work in the
specified location, shall be procured and maintained by the contractor
and his subcontractors. Contractor shall submit copies to Project
Management prior to notice to proceed. Contractor's license shall
accompany proposal.
2. Provide, replace, and maintain any safety rails and barricades as
necessary during the process of work, or during deliveries of materials or
equipment.
3. Contractor is to review Division 1 General Requirements for additional
responsibilities required in order to perform this Work.
4. If in the event of conflicting, or overlapping requirements in any area of
the proposal documents, technical specifications, or drawings, the most
stringent condition shall be proposed and constructed. Notify Project
Management in any event, in order to not compromise the Owner's right
to make appropriate decisions.
5. Contractor shall maintain As -Built Drawings, (Record Drawings per
Section 01720), of his work progression.
6. The Contractor shall not store materials, tools or debris inside the
building without written permission. Contractor shall provide suitable
storage container, and be responsible for disposal off -site of all debris
and trash.
7. The Contractor shall coordinate with Owner's representative on available
hours for Job Site access. Construction/Demolition: Sound levels
produced from tools and equipment in commercial construction,
demolition, drilling, or reasonably similar activies- such sound levels are
limited to the housrs of 8:00 a.m. to 7:00 p.m, Monday through Friday,
and 9:00 a.m. to 5:00 p.m. on Saturday. The tools and equipment must
be muffled and maintained equal to the functional standards of the
industry. No exceptions contained in this subsection shall apply on
Thankggiving Day, Christmas Day and New Year's Day.
Page 3 of 5
Monroe County Engineering
1100 Simonton Street, 2-216
Key West, FL 33040
Project Management
8. Coordination of each days works shall be done in advance with approval
from County. All spaces interior and exterior shall be cleaned and
returned to normal each work period.
9. Award of Bid will not be based solely on price; contractor and
subcontractors must demonstrate their qualifications and experience.
Proposals shall contain Pre -qualification requirements for award of
contracts. The following contractors will be required to demonstrate
qualifications appropriate to the historical nature of the project:
1. Masonry
2. Metal restoration and welding
3. Metal casting and founding
4. Roofers
Documentation demonstrating such qualifications shall include, but not
be limited to:
1. Resumes of any academic training;
2. Evidence of possession of required licenses and/or business permits;
and
3. Evidence of on the job experience in historic preservation projects of a
similar nature.
In addition to the documentation required for contractors, individual
supervisors of craftsmen shall provide references, one of which is an
Owner of a completed relevant historical project of the contractor and
one of which is an Architect or Engineer for a completed relevant historic
project. Provide any additional information, including photographs, as
applicable, in order to show historic preservation experience.
13. AMBIGUITY, INCONSISTENCY OR ERROR
Proposers and Sub -proposers shall promptly notify the Director of Project Management in
writing of any ambiguity, inconsistency or error that they may discover upon examination
of the Proposal Documents or of the site and local conditions. If the Contractor performs
any construction activity knowing it involves a recognized error, inconsistency or omission
in the Contract Documents without such notice to Project Management and Architect, the
Contractor shall assume appropriate responsibility for such performance and shall bear an
appropriate amount of the attributable costs for correction.
14. INSURANCE
Workers Comp Employers Liability $500,000/$500,000/$500,000
Bodily Injury by Accident/Bodily
Page 4 of 5
General Liability
Vehicle
Builders Risk
15. ADJOURNMENT & SITE WALK
Monroe County Engineering
1100 Simonton Street, 2-216
Key West, FL 33040
Project Management
Injury by Disease, policy limits/Bodily
Injury by Disease each employee
$300,000 per Person;
$500,000 per Occurrence
$200,000 Property Damage
or
$500,000 Combined Single Limit
$200,000 per Person:
$300,000 per Occurrence
$200,000 Property Damage
or
$3,000,000 Combined Single Limit
Required policy limits shall be no less that
the amount of the finished project.
Important note: Responses to inquiries and discussions occurring at this pre -bid
walk-through shall in no way change or modify the bid documents. The bid documents
will be affected only by written addenda issued prior to the bid date.
Page 5 of 5