HomeMy WebLinkAbout40th Change Order 01/16/2025 Docusign Envelope ID;9A3EDEEI-5560-49B8-9C26-748170387FD0
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MONROE COUNTY/DEPARTMENT OF AIRPORTS
CONTRACT CHANGE ORDER
PROJECT TITLE: KWIA Concourse A&Terminal Improvements CHANGE ORDER NO.: 040
iNMATION DATE: 4/2S/2024
TO CONTRACTCR: NV2A/Gulf Keystar IV CONTRACT DATE: 8/17/2022
The Contract ps changed as follows:
The Original(Contract Sum)(Guaranteed Maxium Price) 101,461,771.00
Net change by previous atithozied Change Order 13,525,915.70
The(Contract Sum)(Guaranteed Mxium Price)prior to this Chage order was S 114,987,68630
The(Contract Sum)(Guaranteed Mxjurn Price)wiV be(Increased)by this Change Order 603,560,31
The new(Contract Sum)(Guaranteed Mxium Price) including this Change Order d's 115,591o247.01
The Contract T;me will be)changed)by TBD days
The date of Substantial Compietron as of the date of this Change Order is 4/8/2025
Detailed Description of change order and Justification,
As per the aCtaclted PCU's BtJ„Cat,81,82,83,85,89,95,1OS,and 1.10 tlTas change order inciaedes the costs associaCed with the changes listed
below"for kldylA protect(20-2039-01).
POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER:
PCO# Title Schedule Impact Amount
60 RE-Elect nt.ai Modjkations at Conceswon Spaces $ 119,824.26
62 RE-POS Grounding $ 4,890,36
81 David Allen-Gate 8 CPT and VB $ 1,410.20
82 AG,Gate 8%Saage 27,262..99
83 Da,,h Door&Wass Gate SMO(s 7,545,69
85 'Lotsperch A19 Batt-nsrilationRF 03681 6,892.60
89 seda Gate gConcrete $ 316,154.370
95 Steel Fab 009,d, 27,635.61
IDS k]a Key%Energy Dutthank Enur3ement $ 15,416.50
110 CTS Gate 8 Water and Sewer Rewsuon 76,477,80
Total: 5 603,560.31
This change order is 0 591%of the orig,nal contract price.
Not valid until signed by Owner,Architect(if applicable),and Contractor
Signed by:
a�io� 12/18/2024 05:49:25 PST
ARCHITECI:
DATE:
=DocuSignad by: ocu gne by�
12/17/2024 14:37:48 PST
CONTRACTORS:
DJTE
1/6�/2025 i' 10:50:19 PST
EXECUTIVE DIRECTOR OF AIRPORTS
COUNTY/DEPUTY ADMINISTRATOR
MONROE# COUNTY ATTO
PPRO r'E 0 1 1�D AS T
as as
PRO-A404C
SR. ASS,40' 1-��A' NTCO
OATS:
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
PCCO #040
NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements
9100 South Dadeland Blvd,Suite 600 Program
Miami, Florida 33156 3941 South Roosevelt Blvd.
Phone: (786)233-5060 Key West, Florida 33040
Prime Contract Change Order #040: PCO's: 60, 62, 81, 823 833 853 893 953
105, 110
TO: Key West International Airport FROM: NV2A/Gulf Keystar JV
3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600
Key West, Florida 33040 Miami, Florida 33156
DATE CREATED: 12/16/2024 CREATED BY: Mansour Sodagari(NV2A/Gulf Keystar JV)
CONTRACT STATUS: Approved REVISION: 0
DESIGNATED REVIEWER: REVIEWED BY:
DUE DATE: REVIEW DATE: 12/16/2024
INVOICED DATE: PAID DATE:
SCHEDULEIMPACT: EXECUTED: No
REVISED SUBSTANTIAL SIGNED CHANGE ORDER
COMPLETION DATE: RECEIVED DATE:
CONTRACT FOR: 20-2039-01:Key West International Airport TOTAL AMOUNT: $603,560.31
Concourse A
DESCRIPTION:
This PCCO authorizes the scope changes as outlined in the approved PCOs:060,062,081,082, 083,085,089,095, 105,and 110,detailed below:
-PCO#060: FKE-Electrical Modifications at Concession Spaces—The cost associated with the RFI#184 response about the electrical works
for Concession Spaces.
PCO#062: FKE-PBB Grounding-PBB Grounding procurement and installation per RFI#290 response.
PCO#081: David Allen-Gate 8 CPT and VB-furnish and install carpet tile and rubber base at Gate#8 vestibule for KWIA project(20-2039-
01).
-PCO#082: IRG-Gate 8 signage-furnish and install Gate 8 signages per the RFI#267 response and revised signage drawings issued on
2/6/2024 for KWIA project(20-2039-01).
-PCO#083: Dash Door&Glass-Gate 8 Doors-the costs associated with the Gate 8 Vestibule Doors#339 and#339 B for the KWIA project
(20-2039-01).
-PCO#085: Lotspeich-R19 Batt Insulation RFI#368.1-furnish and install R-19 Batt Insulation in the Clerestory Sill at low roof of the KWIA
project(20-2039-01).
-PCO#089: Bella-Gate 8 Concrete-installation of foundations,columns,and tie-downs for Gate#8 Passenger Boarding Bridge, in accordance
with the Gate#8 drawing revision for KWIA project(20-2039-01).
PCO#095:Steel Fab-Bollards-furnish 57 Bollards in response to RFI's#244,272,and 301 for the KWIA project(20-2039-01).
PCO#105: Bella-Keys Energy Ductbank Encasement—Install the vertical ductbank concrete encasement and grade beam between CL Al
and B15 per RFI#391 response for KWIA project(20-2039-01).
-PCO#110:CTS-Gate 8 Water and Sewer Revision—includes sewer and water lines modifications to avoid conflict with the Gate 8 bridge
foundations at East side of KWIA project(20-2039-01).
ATTACHMENTS:
PCO 060-FKE-Electrical Modifications fo(4).pdf,PCO 105-Bella-Keys Energy Ductbank Enca.pdf,PCO 095-Steel Fab-Bol.ndf,PCO 110-CTS-
Gate 8 Water andSewer_Revi.pdf,PCO 081 -David Allen-Gate 8 Flooringpdf,PCO 082-IRG-Gate 8 Sianage.pdf,PCO 083 - Dash Door-
Gate 8 Doors.pdf, PCO 085-(Lotspeich R19 Batt Insulation$6,892.60)pdf,PCO 062-FKE-PBB Groundingpdf, PCO 089-Bella-
Gate 8 Concrete.pdf
NV2A/Gulf Keystar JV Page 1 of 2 Printed On: 12/16/2024 06:16 PM
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
NV K = K Y NI
PCCO #040
POTENTIAL CHANGE ORDERS IN THIS CHANGE ORDER:
PCO# Title Schedule Impact Amount
060 FKE-Electrical Modifications for Concession Spaces $119,874.26
062 FKE-PBB Grounding $4,890.36
081 David Allen-Gate 8 Flooring $1,410.20
082 IRG-Gate 8 Signage $27,262.99
083 Dash Door&Glass-Gate 8 Doors $7,545.69
085 Lotspeich-R19 Batt Insulation RFI 368.1 $6,892.60
089 Bella-Gate 8 Concrete $316,154.30
095 Steel Fab-Bollards $27,635.61
105 Bella-Keys Energy Ductbank Encasement $15,416.50
110 CTS-Gate 8 Water and Sewer Revision $76,477.80
Total: $603,560.31
The original (Contract Sum) $101,461,771.00
Net change by previously authorized Change Orders $13,525,915.70
The contract sum prior to this Change Order was $114,987,686.70
The contract sum will be increased by this Change Order in the amount of $603,560.31
The new contract sum including this Change Order will be $115,591,247.01
The contract time will not be changed by this Change Order.
DS Elk
pP
Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV
Inc.)
49 Court Street,Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600
Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156
Signed by: Signed by: =:87
DocuSigned by:
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ma
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nF�p1PRd9aanda7 RPRFFF9Fdf1'sitn 7D29E34A5
SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE
12/18/2024 1 05:49:25 PST 1/6/2025 1 10:50:19 PST 12/17/2024 14:37:48 PST
NV2A/Gulf Keystar JV Page 2 of 2 Printed On: 12/16/2024 06:16 PM
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
K
GULF BUILDING PCO #060
m" KeYST*'R
NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements
9100 South Dadeland Blvd,Suite 600 Program
Miami, Florida 33156 3941 South Roosevelt Blvd.
Phone: (786)233-5060 Key West, Florida 33040
Prime Contract Potential Change Order #060: FKE - Electrical Modifications
for Concession Spaces
TO: Key West International Airport FROM: NV2A/Gulf Keystar JV
3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600
Key West, Florida 33040 Miami, Florida 33156
PCO NUMBER/REVISION: 060/3 CONTRACT: 20-2039-01 -Key West International
Airport Concourse A
REQUEST RECEIVED FROM: CREATED BY: Mansour Sodagari(NV2A/Gulf Keystar
JV)
STATUS: Pending-In Review CREATED DATE: 4/25/2024
REFERENCE: PRIME CONTRACT None
CHANGE ORDER:
FIELD CHANGE: No
LOCATION: ACCOUNTING METHOD: Amount Based
SCHEDULE IMPACT: PAID IN FULL: No
EXECUTED: No SIGNED CHANGE ORDER
RECEIVED DATE:
TOTAL AMOUNT: $119,874.26
POTENTIAL CHANGE ORDER TITLE: FKE-Electrical Modifications for Concession Spaces
CHANGE REASON:Client Request
POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows)
FKE-Electrical Modifications for Concession Spaces
This change order is to address the RFI#184 response about the electrical works for the Concession Spaces.The scope of work,exclusions,and cost
breakdown are provided in the attached proposal.
ATTACHMENTS:
FKE-Electrical Modifications for Concession Spaces Rev 03.pdf
# Budget Code Description Amount
1 26-.00.10.10.3 Electrical.Subcontractor FKE-Concession Spaces $108,976.60
2 99-.99.99.66.0 Procore OH&P.Other Prime Contract 10%Markup $10,897.66
Grand Total: $119,874.26
Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV
Inc.)
49 Court Street,Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600
Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156
Signed by: SELY4M.
DocuSigned by:
E(A visfap(u v S. 6r(t Sfvic�l, AAA ECADFCF2F31994F2
f.x PZ4-U
062E1E84233B487... .. .
SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE
11/25/2024 1 10:02:55 PST 12/2/2024 1 10:45:38 PST 11/12/2024 1 15:04:42 PST
NV2A/Gulf Keystar JV Page 1 of 1 Printed On: 11/12/2024 10:24 AM EST
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
, =FLORIDA 'E S
ELECTRIC INC.
PREMIER ELECTRICAL CONTRACTOR.
KWIA Concourse A & Terminal Improvements
RFI#184 CONFORMED DRAWING CHANGES
SEE PAGES BELOW FOR DETAILS
REV 2
TOTAL ADDITIONAL CHARGES .-.5 $161,706. 97
TOTAL IT $52,730 . 97
D E LTA - TOTAL DUE ,
NO OTHER SOW INCLUDED OTHER THAN WHAT IS LISTED FOR RFI#18 `
THIS CHANGE ORDER REQUEST IS BEING OFFERED BY FLORIDA KEYS ELECTRIC INC.,PROVIDED CHANGE ORD RICING WILL BE HEL D AT FKE'S
DISCRETION,PENDING MARKET TRENDS.HOWEVER,FKE WILL DO THEIR BEST TO KEEP PRICING AS P DED FOR 30 DAYS.
V 3 TOTAL DUE
Jim Spears
Project Manager
Email: ,k{2airst .l_k .yslctrr .crlq
Phone: (305) 296-4028 1 Mobile: (321)474-1927 905 Overseas Hwy I Key West, FL 33040
905 Overseas Hwy I Key West, FL 33040
www.fikeyselectric.com
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Florida Keys Electric
Estimate Summary
Bid#: KWIA RF1#184 CONCESSION CHANGES CHARGES Date/Time: 11/5/2024 6:30:31 AM
Estimator:Jim Spears Summary:TOTAL PROJECT
Description Material Cost Labor Hours
HCK2 PANEL TO T-K2 TRANSFORMER REVISED ADD 11,735.61 89.76
T-K2 TRANSFORMER TO LCK2 PANEL REVISED ADD 3,123.02 18.17
PANEL LCK1 CONDUIT/CONDUCTOR REVISED ADD 499.15 26.81
PANEL LCK2 CONDUIT/CONDUCTOR REVISED ADD 3,993.14 144.60
PANEL LCK4 CONDUIT/CONDUCTOR REVISED ADD 2,445.07 120.76
PANEL LCKS CONDUIT/CONDUCTOR REVISED ADD 1,728.78 83.25
T-K4 TO LCK4 CONDUIT/CONDUCTOR REVISED ADD 1,941.91 13.47
SUBCONTRACTS Subtotal 25,466.68 496.82
Description Amount Total Estimated Labor 496.82
Total SubContracts 0.00 Labor
125.00 62,102.50
DIRECT JOB EXPENSE Rate(Avg)
Description Amount OTHER LABOR
Total Expense 0.00 Description Hours Rate Ext %Labor
ADDITIONAL MATERIAL Total Other Labor 0.00 0.00 0.00
Description Amount Total Estimated and
496.82 125.00 62,102.50
Total Additional Material 0.00 Other Labor
ESTIMATE CONSTANTS QUOTES
SQ. FT. 0.00 Description Amount
BONDED LIGHTNING 11,900.00
PROTECTION
HYTECH FIRE ALARM 13,388.40
ABB GEAR CHANGES 27,91 5.1 5
Total Quotes 53,203.55
RECAP
%of Total Description Adj Totals Sq F $
17.36%Material 25,466.68 N/A
36.27%Quotes 53,203.5 N/A
0.00%Subs .00 N/A
0.00%DJE 0.00 N/A
42.34%Labor 62,102.50 N/A
Tax Rate: 7.50% 4. %Sales T 5,900.27
Sq. Ft. Cost N/A ' e Cost 146,673.00
ARKUP
Overhead% 5.00%Overhead 7,333.63
Sub Total 4,006.63
Profit% 5.00%Profit 7, .34
Total OH and
Profit 1 5,033.97
Donuoign Envelope ID:nAnEDEE1 170387FDo
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
30NDED
"73" 2080 W.Indiantown Road
Suite 100
Jupiter,FL 33458
QUOTE #: 23-51564-85344
Date: 11/17/2023 Expires: 01/16/2024 Ref Specs: Are additional quantities
Project: Key West International Airport Concourse and Terminal Improvements available for this number?
Location: 3491 South Roosevelt Blvd
Key West, FL 33040
United States of America
Customer: Florida Keys Electric, Inc. Estimate Total: $11,900.00
Additional Rooftop Equipment-RFI #184 -Drawing: $11,900.00
EP131ABC
Scope of Proposal
1) Price is based on utilizing class 1 aluminum lightning protection materials
2) Proposal includes all labor, materials, shipping, and shop drawings unless noted below
3) The lightning protection system will be installed per UL96A, LPI 175, and NFPA 780 lightning pr ection standards
Exclusions
1) Any needed repairs to the existing lightning protection system are excluded from this proposal
2) Any needed repairs to the existing grounding system are excluded from this proposal
3) Please note that the existing lightning protection system must meet current UL96A, LPI 175, NFPA 780 lightning protection
standards in order to certify the entire lightning protection system
4) Price is based on adhering directly to the roof membrane and does not include furnishing an installing any sacrificial roofing pads,
pavers, parapet brackets, membrane strips, etc. If required by the roofing manufacturer, ap oximately(60)are required
5) Roofing contractor to furnish and install all flashing and sealing for all roof penetrations
6) Surge Protection is excluded
Bonded Lightning
Protection does not
provide break cuts as
typical. This is what
FKE Will have to pay
there.
ACCEPTANCE OF BID
The above specifications, terms and contract are satisfactory and we hereby authorize the performance of this work.
Signed: Date:
Patrick C. Dillon, President Print Name:
BONDED LIGHTNING PROTECTION SYSTEMS,INC. Company:
Bonded Lightning Protection Systems,Inc. Standard Terms and Conditions of sale,dated 09/27/2017 apply and are incorporated by reference as part of this
quotation and any work resulting from this quotation. Should you need a copy please call 561-746-4336 or visit our website at
www.bondedlightning.com/terms
Electrical License: EC13008770 Page 1 of 1
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Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
June 7, 2024
World Electric Supply
11010 NW 30t" Street
Suite 106
Doral, FL 33172
RE: Key West International Airport— RFI# 184
Dear Mr. Lobo,
The following is the summarized list of changes related to the gear package on this job:
Panel HCK2
Deleted (1) 225A 3P breaker
Added (1) 350A 3P breaker
Added (1) 20A 3P breaker
Panel LCK1
Deleted (4) 20A 1 P breaker
Deleted (1) 110A 3P breaker
Added (1) 50A 3P breaker
Panel LCK2
Deleted (22) 20A 1 P breaker
Deleted (1) 110A 3P breaker
Added (2) 30A 3P breakers
Added (1) 20A3P breaker
Added (2) 100A 3P breakers
Added (4) 250A 3P breaker spaces
Changed from a 500A 3P main breaker to a 800A 3P main breaker
Changed from a branch panelboard to a power distribution panelboard
Panel LCK4
Deleted (24) 20A 1 P breaker
Deleted (1) 110A 3P breaker
Added (1) 15A 3P breaker
Added (1) 30A 3P breaker
Added (1) 20A 3P breaker
Added (1) 50A 3P breaker
Added (1) 70A 3P breaker
Added (3) 250A 3P breaker spaces
Changed from a 500A 3P main breaker to a 600A 3P main breaker
Changed from a branch panelboard to a power distribution panelboard
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
LCK5
Deleted (24) 20A 1 P breakers
Deleted (1) 110A 3P breaker
Added (1) 50A 3P breaker
Added (1) 70A 3P breaker
Added (1) 20A 2P breaker
Added (2) 15A 3P breakers
Added (5) 250A 3P breaker spaces
Changed from a branch panelboard to a power distribution panelboard
Deleted (1) 150KVA transformer
Added (1) 225KVA transformer
Deleted (9) disconnects
Added (8) disconnects related to the KEF's equipment for the concessions
Added (8) disconnects related to the MUA's equipment for the concessions
Total Lot Price adder: $27,915.15
Inclusive of recent price increases and Panel for Concession Spaces ABB-GE Rev2 review
responses.
Please feel free to contact me for any questions or concerns,
Sincerely,
Juan Rodriguez
Account Manager
This covers all changes to date - 6-18-2024
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Fe ruary 21, 2024
World lectric Supply
11010 N 3011 Street
Suite 106
Doral, FL 33 2
RE: Key West Inter tional Airport— RFI# 184
Dear Mr. Lobo,
The following is the summariz list of changes related to the gear package on this job:
Panel HCK2
Deleted (1) 225A 3P breaker
Added (1) D,
This is a OA/3P breaker as
Added (1 20A 1 P breaker noted in the ubmittal review
Panel LCK1
Deleted (4) 20A 1 P breaker
Deleted (1) 110A 3P breaker
Added (1) 50A 3P breaker
Panel LCK2 See v 2. This was
Deleted (22) 20A 1 P breaker actually ddressed
Deleted (1) 110A 3P breaker previously nd charged
Added (2) 30A 3P breakers to a 3P.
Added (1) 20A3P breaker
Added (2) 100A 3P breakers
Added (4) 250A 3P breaker spaces
Changed from a 500A 3P main breaker to a 800A 3P main breaker
Changed from a branch panelboard to a power distribution panelboard
Panel LCK4
Deleted (24) 20A 1 P breaker
Deleted (1) 110A 3P breaker
Added (1) 15A 3P breaker
Added (1) 30A 3P breaker
Added (1) 20A 3P breaker
Added (1) 50A 3P breaker
Added (1) 70A 3P breaker
Added (3) 250A 3P breaker spaces
Changed from a 500A 3P main breaker to a 600A 3P main breaker
Changed from a branch panelboard to a power distribution panelboard
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
LCK5
eleted (24) 20A 1 P breakers
D ted (1) 11 OA 3P breaker
Add (1) 50A 3P breaker
Added 1) 70A 3P breaker
Added (1 OA 2P breaker
Added (2) A 3P breakers
Added (5) 25 3P breaker spaces
Changed from a ranch panelboard to a power distribution panelboard
Deleted (1) 150KVA ansformer
Added (1) 225KVA tra former
Deleted (9)disconnects
Added (8) disconnects relate o the KEF's equipment for the concessions
Added (8) disconnects related t the MUA's equipment for the concessions
Total Lot Price adder: $24,915.15
Please feel free to contact me for any ques ' ns or concerns,
Sincerely,
Juan Rodriguez
Account Manager
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Take-Off for Estimate: 'KWIA RF1#184 CONCESSION CHANGES CHARGES' : HCK2 PANEL TO T-K2
NSFORMER REVISED ADD
Line Description Qty
1 GRC/PVC 2 1/2" 170.00
2 GRC/PVC COUP 2 1/2" 3.00
3 NDUIT SUPPORTS 2 1/2" 22.00
4 GR VC 90 ELL 2 1/2" 3.00
5 GRC/P COUP 2 1/2" 1.00
6 STEEL FL 2 1/2" 6.00
7 2-IN FLEX C 2.00
8 500 THHN CU ST NDED 606.00
9 3 THHN CU STRAN 202.00
10 1/4" PULL ROPE 202.00
11 ----------
Totals Material $11,735.61 Labor 1 .56
See next pa for comments
See notes provided b ow
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
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Take-off for: HCK2 PANEL TO T-K2 T ... Full View
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Material Labor
# Description Qty Unit Price UOM Ext Price Hours UOM Ext Hours
1 GRC/PVC 2 1/2" 170.00 2,956.54 c 5,026.12 16.00 c 27.20
2 GRC/PVC COUP 2 1/2" 3.00 4,580.29 c 137.41 .20 e .60
3 CONDUIT SUPPORTS 2 1/2" 22.00 8.00 e 176.00 1.20 e 26.40
4 GRC/PVC 90 ELL 2 1/2" 3.00 12,307.27 c 369.22 1.50 e 4.50
5 GRC/PVC COUP 2 1/2" 1.00 4,580.29 c 45.80 .20 e .20
6 STEEL FLEX 2 1/2" 6.00 507.16 c 30.43 18.00 c 1.08
7 2-IN FLEX CONN 2.00 959.99 c 19.20 21.00 c .42
8 500 THHN CU STRANDED 606.00 9,345.85 m 5,663.59 41.65 m 25.24
9 3 THHN CU STRANDED 202.00 1,234.66 m 249.40 14.50 m 2.93
10 1/4" PULL ROPE 202.00 91.27 m 18.44 5.90 m 1.19
11 ----------
Total for section: HCK2 PANEL TO T-K2 TRANSFORMER $11,735.61 89.76
REVISED ADD
CORRECTIONS MADE SEE COMMMENTS
BELOW.
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
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Material Labor
Description Qty Unit Price UOM Ext Price Hours UOM Ext Hours
1 C/PVC 2 1/2" 170.00 2,956.54 c 5,026.12 16.00 c 27.20
2 GR VC COUP 2 1/2" 3.00 4,580.29 c 137.41 .20 e .60
3 COND T SUPPORTS 2 1/2" 22.00 8.00 e 176.00 1.20 e P6.40
4 GRC/PVC ELL 2 1/2" 3.00 12,307.27 c 369.22 1.50 e 4.50
5 GRC/PVC CO P 2 1/2" 1.00 4,580.29 c 45.80 0.00 e 0.00
6 STEEL FLEX 2 1 6.00 507.16 c 30.4 18.00 c 1.08
7 2-IN FLEX CONN 2.00 959.99 c 19 0 21.00 .42
8 500 THHN CU STRAN D 606.00 9,345.85 m 5,6 .59 41.65 m 25.24
9 3 THHN CU STRANDED 202.00 1,234.66 m 49.40 14.5 2.93
10 1/4" PULL ROPE 202.00 91.27 m 18.44 5 0 m 1.19
11 ----------
Total for section: HCK2 PANEL TO T K RANSFORMER
$11,735.6 109.56
REVISED ADD
Please correct labor hours
to install the coupling. 20
#Description Qty Unit Price UO xt Price Howl OM Ext Hours hours for 1 coupling
1 GRC/PVC 2" 170.00 1,660.00 c 2, 2.00 14.0 c 23.80 seems excessive. For
2 GRC/PVC COUP 2" 3.00 2,046.31 c 6. 9 0 c .00
3 CONDUIT SUPPORTS 2" 22.00 3.42 e 75.24 .80 e 17.6 comparison, In an
4 GRC/PVC 90 ELL 2" 3.00 8,073.66 c 242.2 1. e 3.15 additional 8 hours, the
5 STEEL FLEX 2" 6.00 375.15 c 22 1 12.00 c .72 entire 202 LF of wire may
6 RIGID COUP 2" 1.00 8.08 e .08 .00 e •00 be pulled In that time.
7 2-1N FLEX CONN 2.00 863.99 c 17.28 21.00 c .42
8 4/0 THHN CU STRANDED 606.00 3,596.42 m 179.43 26.35 m .97
9 4 THHN CU STRANDED 202.00 881.01 m 177.96 11.90 m 2.
10 1/4"PULL ROPE 202.00 82.14 16.59 5.90 m 1.19
11 ---------- Why does it take 20 hours to install
12 ----------
Total for section: HCK2 PANEL TO T-K2 TRANSFOMER a -1/2"" rigid coupling and 0 hours
CREDIT $s,6zz.69 6s.zs to in II a 2" rigid coupling?
This was a type O Also note that there should have
and should have been a .20 for the 2@" and all ether
been.20. couplings as an average® None
should have been 0. See revised
CO®
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Take-Off for Estimate: 'KWIA RFI#184 CONCESSION CHANGES CHARGES' : T-K2 TRANSFORMER TO
LCK2 PANEL REVISED ADD
Line # Description Qty
I STEEL FLEX 4" 12.00
2 4" FLEX/BX SQUEEZE CON 4.00
3 CONDUIT SUPPORTS 4" 4.00
4 0 THHN CU STRANDED 208.00
5 3/0 HN CU STRANDED 52.00
6 1/8" P LINE 52.00
7 ----------
Totals Material $3,171. Labor 24.17
ee next page for comments
CORRECTIONS MADE SEE MMMENTS
BELOW.
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Edit Move/Copy Preview
Take-off for: T-K2 TRANSFORMER TO ... Full View
• Customer View
Recap Back To Estimate,,,,,,,,
Close this window a
Material Labor
# Description Qty Unit Price UOM Ext Price Hours UOM Ext Hours
1 STEEL FLEX 4" 12.00 1,131.60 c 135.79 30.00 c 3.60
2 4" FLEX/BX SQUEEZE CON 4.00 9,948.46 c 397.94 90.00 c 3.60
3 600 THHN CU STRANDED 208.00 11,646.17 m 2,422.40 45.50 in 9.46
4 3/0 THHN CU STRANDED 52.00 3,201.26 in 166.47 23.80 m 1.24
5 1/8" PULL LINE 52.00 7.99 m .42 5.10 in .27
6 ----------
Total for section: T-K2 TRANSFORMER TO LCK2 PANEL $3,123.02 18.17
REVISED ADD
CORRECTIONS MADE SEE COMMMENTS
BELOW.
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Edit Move/Copy Preview
Take-off for: T-K2 TRANSFORMER TO ... Full View See below on the expectation on this
• Customer View conduit connection between panel and
transformer. Please fix the labor hours.
Recap Back To Estimate The whip between transformer and
panelboard should not take 15 hours.
Close is window
Material Labor
Fix quantity.See below
# Descrip ' n Qty nit Price UOM Ext Price Hours UOM Ex
1 STEEL FL X 4" 12.00 1,131.60 c 135.79 30.00 c 3.60
2 4" FLEX/B QUEEZE CON 4.00 9,948.46 c 397.94 90.00 c 3.60
3 CONDU SU ORTS 4" 4. 0 12.00 e 48.00 1.50 e 6.00
4 600 THH CU S NDED 208.00 11,646.17 m 2,422.40 45.50 m 9.46
5 3/0 THH CU STRA DED 52.00 3,201.26 m 166.47 23.80 m 1.24
6 1/8" PULL LINE 52.00 7.99 m .42 5.10 m .27
Total for secti : T-K2 TRANS RMER TO LCK2 PANEL
$3,171.02 24.17
REVISED AD
The transformer and panelboard are Labor is figured on
supports removed° right next to each other. It is unclear
why 26 feet of conductors is going national average not
to be required(2 sets). individualized. Labor
rates stand. However
supports have been
o installation Is removed. Program
exactly alike.. I automatically figures
� provided the same supports however I
do not real) see a
for credit. Y
need for them. If b
chance some are
needed FIKE will
cover.
Typical estimated Panel
Transformer:
i
nel Board ® 1 ' Conductor for
This is actually not a e®up and connection. (Where
great installation. is Br ker located? Will you have
/ However reviewing to cha e breaker Location? 10'
the scope ® I did
is nation average for Panel
�J remove the conduit Board.
supports as they are Transformer 6' Conductor
most likely not Length for ma k ®up and
needed. 1 of the connection. Natio al average.
items the program
automatically inserts® Between Panel Boar n
Transformer is 6' estim d.
Sometimes they are less
sometimes they are more.. ' is
average.
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Take-Off for Estimate: 'KWIARFI#184 CONCESSION CHANGES CHARGES' : T-K4 TO LCK4
COl� CONDUCTOR REVISED ADD
Line # Descri Qty
1 T-K4 TO LCK4
2 STEEL FLEX 3" 12.00
3 FLEX 90 CONN 3" 4.00
4 CONDUIT SUPPORTS 3" 2.00
5 350 THHN CU STRANDED 208.00
6 2/0 THHN CU STRANDED 52.00
7 ----------
Totals Material $1,958.17 Labor 16.07
EHEEHm�nts
CORRECTIONS MADE SEE COMMMENTS
BELOW.
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Edit Move/Copy Preview
Take-off for: T-K4 TO LCK4 CONDUIT ... Full View
• Customer View
.....Reca.p.... .....B„a„ck...To....Esti..mate.....
Close this window El
Material Labor
# Description Qty Unit Price UOM Ext Price Hours UOM Ext Hours
1 T-K4 TO LCK4
2 STEEL FLEX 3" 12.00 878.02 c 105.36 24.00 c 2.88
3 FLEX 90 CONN 3" 4.00 8,805.89 c 352.24 60.00 c 2.40
4 350 THHN CU STRANDED 208.00 6,501.97 m 1,352.41 34.00 in 7.07
5 2/0 THHN CU STRANDED 52.00 2,536.57 m 131.90 21.50 m 1.12
6 ----------
Total for section: T-K4 TO LCK4 CONDUIT/CONDUCTOR $1,941.91 13.47
REVISED ADD
CORRECTIONS MADE SEE COMMMENTS BELOW/ABOVE .
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Edit Move/Copy Preview
Take-off for: T-K4 TO LCK4 CONDUIT ... Full View
• Customer View See below on the expectation on this
conduit connection between panel and
Recap Back To Estimate transformer. Please fix the labor hours.
The whip between transformer and
Clo this window El panelboard should not take 8 hours.
Materia a or
# Descri tion �Fix quantity.See below Qty Unit Price UOM Ext Price Hours UOM Ext Hour
1 T-K4 TO CK4 --------------
2 STEEL FLE 3" 12.00 878.02 c 105.36 24.00 c 2.88
3 FLEX 90 CO 4.00 8,805.89 c 352.24 60.00 c 2.40
4 NDUIT SUPPO VV8.13 e 16.26 1.30 e 6
5 350 THHN CU STRA ED 208.00 6,501.97 m 1,352.41 34.00 m 7.07
6 2/0 THHN CU STRAND 52.00 2,536.57 m 131.90 21.50 m 112
Total for section: T-K4 TO LCK4 CO UIT/CONDUCTOR $1,958.17 16.07
REVISED ADD
�irrrrrr ��� The transformer and panelboard are
right next to each other, not 26 feet.
Please correct quantity.
i
.a^�;ar�;gwtptt'i
irk �r �vw�w.
u"s�Fw4ua N j
n�a
ntvtdtmfri�ti�/
anlaalGSu�jl'/
N
See respon e
above . .
1
1r�����i�lf1 II IIII IIII� /%
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Take-Off for Estimate: 'KWIA RFI#184 CONCESSION CHANGES CHARGES' : PANEL LCK1
CONDUIT/CONDUCTOR REVISED ADD
Line # Description Qty
1 RTU 2-1
2 EMT 3/4 65.00
3 EMT COURCOMP STEEL 3/4" 9.00
4 EMT CONN.COMP/IT STEEL 3/4" 2.00
5 CONDUIT SUPPORTS 3/4" 9.00
6 3/4 EMT 90 ELBOW 3.00
7 GRC/PVC 3/4" 5.00
8 GRC/PVC COUP 3/4" 2.00
9 SEALTIGHT 3/4" 6.00
10 SEALTIGHT CONN 3/4" 2.00
11 8 THHN CU STRANDED 291.00
12 10 THHN CU STRANDED 97.00
13 1/8" PULL LINE 97.00
14 ----------
15 RECEPTACLE LCK1 - 7
16 EMT 1/2 60.00
17 EMT COURCOMP STEEL 1/2" 8.00
18 EMT CONN.COMP/IT STEEL 1/2" 2.00
19 CONDUIT SUPPORTS 1/2" 8.00
20 1/2 EMT 90 ELBOW 3.00
21 GRC/PVC 3/4" 5.00
22 GRC/PVC COUP 3/4" 2.00
23 SEALTIGHT 3/4" 6.00
24 SEALTIGHT CONN 3/4" 2.00
25 WIRE#12 CU STRANDED 184.00
26 WIRE#12 CU STRANDED 92.00
27 1/8" PULL LINE 92.00
28 ----------
Totals Material $499.15 Labor 26.81
EEHpai�
oocuoign Envelope ID:sAoEoEE1 170387Fon
Prices are relevant to
Distance of branch circuit appears to be �vtime line . (Inflation. . which
inconsistent with where the panelboard is shown is still on the rise) .
relative to RTU 2-1 location. See EP1 31ABC at
Take-off for: PANEL LCKI CO the end for an overlay between panelboard iew
location and the rooftop equipment. ew
Prices are not consistent with
Back To Estimate prices used for credits.
Close this window
te at Labor
EERTU 2-1
MT
3/4 . 1 65.00 97.39 63.30 5.00 c 3.25
All distances were measure using Blue Beam Revu and calculated installation
You must consider vertical drops or risers . As the Crow flies per say does
not apply here . All applied measurements were applied to credits as well .
7 G excessive with-15 feet of slack t the panelboard and the .00 654.86 32.74 6.50 c .33
1 it
8 G��equeipm�entTyolcalfor tall�circuits. .00 743.64 14.87 .20 e .40
Distance of branch circuit appears to be
between panelboard location and the
lltu| for ncc1i`n�� PANEL LCKl --'---''--'------ $499 |5 2681
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Take-Off for Estimate: 'KWIA RF1#184 CONCESSION CHANGES CHARGES' : PANEL LCK2
CONDUIT/CONDUCTOR REVISED ADD
Line # Description Qty
1 RTU 2-2
2 EMT 1 85.00
3 EMT COURCOMP STEEL 1" 11.00
4 EMT CONN.COMP/IT STEEL 1" 2.00
5 CONDUIT SUPPORTS V 11.00
6 1 EMT 90 ELBOW 3.00
7 GRC/PVC 1" 5.00
8 GRC/PVC COUP V 2.00
9 SEALTIGHT 1" 6.00
10 SEALTIGHT CONN V 2.00
11 3 THHN CU STRANDED 351.00
12 8 THHN CU STRANDED 117.00
13 1/8" PULL LINE 117.00
14
15 RTU 2-3
16 EMT 1 95.00
17 EMT COURCOMP STEEL 1" 12.00
18 EMT CONN.COMP/IT STEEL V 2.00
19 CONDUIT SUPPORTS 1" 12.00
20 1 EMT 90 ELBOW 3.00
21 GRC/PVC 1" 5.00
22 GRC/PVC COUP V 2.00
23 SEALTIGHT 1" 6.00
24 SEALTIGHT CONN V 2.00
25 3 THHN CU STRANDED 381.00
26 8 THHN CU STRANDED 127.00
27 1/8" PULL LINE 127.00
28 ----------
29 KEF 2-1 & KEF 2-3
30 EMT 3/4 35.00
31 EMT COURCOMP STEEL 3/4" 6.00
32 EMT CONN.COMP/IT STEEL 3/4" 2.00
33 CONDUIT SUPPORTS 3/4" 5.00
34 3/4 EMT 90 ELBOW 3.00
35 GRC/PVC 3/4" 10.00
36 GRC/PVC COUP 3/4" 4.00
37 SEALTIGHT 3/4" 18.00
38 SEALTIGHT CONN 3/4" 6.00
39 CONDUIT ROOF SUPPORT 2.00
40 SS CONDUIT SUPPORT 3/4" 2.00
41 WIRE#12 CU STRANDED 221.00
42 WIRE#12 CU STRANDED 73.00
Totals Material $3,993.14 Labor 144.20
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Line# Description Qty
43 1/8" PULL LINE 73.00
L445 KEF 2-2 & KEF 2-4
6 EMT 3/4 :65.00
47 EMT COURCOMP STEEL 3/4" 9.00
48 EMT CONN.COMP/IT STEEL 3 4" __________________ 2.00
49 CONDUIT SUPPORTS 3/4" Distance of branch circuit appears 9.00
to be inconsistent with where the
50 3/4 EMT 90 ELBOW panelboard is shown relative to 3.00
51 GRC/PVC 3/4" KEF-2-2 and KEF-2-4. See 25.00
52 GRC/PVC COUP 3/4" EP131ABC at the end for an 6.00
overlay between panelboard
53 GRC/PVC 90 ELL 3/4" location and the rooftop equipment. 1.00
54 SEALTIGHT 3/4" 18.00
55 SEALTIGHT CONN 3/4" 6.00
56 CONDUIT ROOF SUPPORT 6.00
57 SS CONDUIT SUPPORT 3/4" See notes provided 6.00
58 WIRE#12 CU SOLID above 414.00
59 WIRE#12 CU SOLID 138.00
60 1/8" PULL LINE 138.00
62 KEF 2-5
63 EMT 3/4 j
6 EM P. MP TEEM 4'
65 EMT CONN.COMP/IT STEEL 3/4' 2.00
66 CONDUIT SUPPORTS 3/4" Distance of branch circuit appears 9.00
67 3/4 EMT 90 ELBOW to be inconsistent with where the 3.00
panelboard is shown relative to
68 GRC/PVC 3/4" KEF-2-5. See EP131ABC at the 5.00
69 GRC/PVC COUP 3/4" end for an overlay between 2.00
70 SEALTIGHT 3/4" panelboard location and the rooftop
equipment. 6.00
71 SEALTIGHT CONN 3/4" 2.00
72 WIRE#12 CU STRANDED 306.00
73 WIRE#12 CU STRANDED 102.00
74 1/8" PULL LINE 102.00
75
76 MAU 2-1 CONDENSER#1
77 EMT 3/4 35.00
78 EMT COURCOMP STEEL 3/4" 6.00
79 EMT CONN.COMP/IT STEEL 3/4" 2.00
80 CONDUIT SUPPORTS 3/4" 5.00
81 3/4 EMT 90 ELBOW 3.00
82 GRC/PVC 3/4" 5.00
83 GRC/PVC COUP 3/4" 2.00
84 SEALTIGHT 3/4" 6.00
85 SEALTIGHT CONN 3/4" 2.00
86 10 THHN CU STRANDED 201.00
Totals Material $3,993.14 Labor 144.20
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Line# Description Qty
87 10 THHN CU STRANDED 67.00
88 1/8" PULL LINE 67.00
89
90 MAU 2-1 CONDENSER#2
91 EMT 3/4 40.00
92 EMT COURCOMP STEEL 3/4" 6.00
93 EMT CONN.COMP/IT STEEL 3/4" 2.00
94 CONDUIT SUPPORTS 3/4" 5.00
95 3/4 EMT 90 ELBOW 3.00
96 GRC/PVC 3/4" 5.00
97 GRC/PVC COUP 3/4" 2.00
98 SEALTIGHT 3/4" 6.00
99 SEALTIGHT CONN 3/4" 2.00
100 WIRE#12 CU STRANDED 216.00
101 WIRE#12 CU STRANDED 72.00
102 1/8" PULL LINE 72.00
103
104 MAU 2-1 FAN
105 EMT 3/4 45.00
106 EMT COURCOMP STEEL 3/4" 7.00
107 EMT CONN.COMP/IT STEEL 3/4" 2.00
108 CONDUIT SUPPORTS 3/4" 6.00
109 3/4 EMT 90 ELBOW 3.00
110 GRC/PVC 3/4" 5.00
III GRC/PVC COUP 3/4" 2.00
112 SEALTIGHT 3/4" 6.00
113 SEALTIGHT CONN 3/4" See notes provided 2.00
114 WIRE#12 CU STRANDED above 231.00
115 WIRE#12 CU STRANDED 77.00
116 1/8" PULL LINE 77.00
L18 ADDED RECEPTACLE LCK2-33
EMT 3/4 J95.O
121 EMT CONN.COMP/IT STEEL 3/4" 2.00
122 CONDUIT SUPPORTS 3/4" [distance of branch circuit appears 12.00
123 3/4 EMT 90 ELBOW to be inconsistent with where the 3.00
124 GRC/PVC 3/4" panelboard is shown relative to 5.00
TU-2-3 where the receptacle is
125 GRC/PVC COUP 3/4" located. See EP131ABC at the end 2.00
126 SEALTIGHT 3/4" for an overlay between panelboard 6.00
location and the rooftop equipment.
127 SEALTIGHT CONN 3/4" 2.00
128 WIRE#12 CU STRANDED 254.00
129 WIRE#12 CU STRANDED 127.00
130 1/8" PULL LINE 127.00
Totals Material $3,993.14 Labor 144.20
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Line # Description Qty
131 ----------
Totals Material $3,993.14 Labor 144.20
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Edit ......Move/Co................py Preview
ke-off for: PANEL LCK2 CONDUIT/C ... Full View
• Customer View
Recap Back To Estimate
Close thi window
Material Labor
# Descripti Qty Unit Price UOM Ext Price Hours UOM Ext Hours
1 RTU 2-2
2 EMT 1 85.00 166.41 c 141.45 5.50 c 4.68
3 EMT COUP.CO STEEL V 11.00 126.02 c 13.86 35.00 c 3.85
4 EMT CONN.COM T STEEL 1" 2.00 125.26 c 2.51 16.00 c .32
5 CONDUIT SUPPOR 1" 11.00 1.62 e 17.82 .40 e 4.40
6 1 EMT 90 ELBOW 3.00 6.83 e 20.49 .25 e .75
7 GRC/PVC 1" 5.00 908.28 c 45.41 8.00 c .40
8 GRC/PVC COUP 1" 2.00 1,068.11 c 21.36 .20 e .40
9 SEALTIGHT 1" 6.00 494.64 c 29.68 12.00 c .72
10 SEALTIGHT CONN 1" 2.00 528.83 c 10.58 .20 e .40
11 3 THHN CU STRANDED 351.00 1,234.66 m 433.37 14.50 m 5.09
12 8 THHN CU STRANDED 117.00 415.84 m 48.65 8.50 m .99
13 1/8" PULL LINE 117.00 7.99 m .93 5.10 m .60
14 Duplicate
15 RTU 2-3
16 EMT 1 5.00 166.41 c 158.09 5.50 c 5.23
17 EMT COUP.COMP STEEL V 1 00 126.02 c 15.12 35.00 c 4.20
18 EMT CONN.COMP/IT STEEL 1" 2.0 125.26 c 2.51 16.00 c .32
19 CONDUIT SUPPORTS V 12.00 1.62 e 19.44 .40 e 4.80
20 1 EMT 90 ELBOW 3.00 6.83 e 20.49 .25 e .75
21 GRC/PVC 1" 5.00 90 28 c 45.41 8.00 c .40
22 GRC/PVC COUP 1" 2.00 1,068. c 21.36 .00 c .00
23 SEALTIGHT V 6.00 494.64 c 29.68 12.00 c .72
24 SEALTIGHT CONN 1" 2.00 528.83 c 10.58 .20 e .40
25 3 THHN CU STRANDED 381.00 1,234.66 m 470.41 14.50 m 5.52
26 8 THHN CU STRANDED 127.00 415.84 m 52.81 8.50 m 1.08
27 1/8" PULL LINE 127.00 7.99 m .01 5.10 m .65
28 ----------
29 KEF 2-1 & KEF 2-3
30 EMT 3/4 35.00 97.39 c 34.09 0 c 1.75
31 EMT COUP.COMP STEEL 3/4" 6.00 82.00 c 4.92 30.0 c 1.80
32 EMT CONN.COMP/IT STEEL 3/4" 2.00 69.15 c 1.38 14.00 .28
33 CONDUIT SUPPORTS 3/4" 5.00 1.62 e 8.10 .35 e 1.75
34 3/4 EMT 90 ELBOW 3.00 4.44 e 13.32 .22 e .66
35 GRC/PVC 3/4" 10.00 654.86 c 65.49 6.50 c .65
Total for section: PANEL LCK2 CONDUIT/CONDUCTOR 53,993.14 14 . 0
REVISED ADD
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Material Labor
# Description Qty Unit Price UOM Ext Price Hours UOM Ext Hours
36 GRC/PVC COUP 3/4" 4.00 743.64 c 29.75 .10 e .40
3 SEALTIGHT 3/4" 18.00 253.45 c 45.62 8.00 c 1.44
38 ALTIGHT CONN 3/4" 6.00 615.34 c 36.92 .15 e .90
39 C DUIT ROOF SUPPORT 2.00 35.69 e 71.38 .50 e 1.00
40 SS C NDUIT SUPPORT 3/4" 2.00 26.98 e 53.96 .10 e .20
41 WIRE 2 CU STRANDED 221.00 145.82 in 32.23 5.90 in 1.30
42 WIRE 912 U STRANDED 73.00 145.82 in 10.64 5.90 in .43
43 1/8" PULL L E 73.00 7.99 in .58 5.10 in .37
44 ----------
45 KEF 2-2 & KEF 2
46 EMT 3/4 65.00 97.39 c 63.30 5.75 c 3.74
47 EMT COUP.COMP ST L 3/4" 9.00 82.00 c 7.38 30.00 c 2.70
48 EMT CONN.COMP/IT S EL 3/4" 2.00 69.15 c 1.38 14.00 c .28
49 CONDUIT SUPPORTS 3/4' 9.00 1.62 e 14.58 .35 e 3.15
50 3/4 EMT 90 ELBOW 3.00 4.44 e 13.32 .22 e .66
51 GRC/PVC 3/4" 25.00 654.86 c 163.72 6.50 c 1.63
52 GRC/PVC COUP 3/4" 6.00 743.64 c 44.62 .00 c .00
53 GRC/PVC 90 ELL 3/4" 1.00 2,393.62 c 23.94 .60 e .60
54 SEALTIGHT 3/4" 18.00 253.45 c 45.62 8.00 c 1.44
55 SEALTIGHT CONN 3/4" 0 615.34 c 36.92 .15 e .90
56 CONDUIT ROOF SUPPORT DuplicateO 35.69 e 214.14 .50 e 3.00
57 SS CONDUIT SUPPORT 3/4" . 0 26.98 e 161.88 .10 e .60
58 WIRE#12 CU SOLID 4 4.00 136.11 in 56.35 5.90 in 2.44
59 WIRE#12 CU SOLID 138. 0 136.11 in 18.78 5.90 in .81
60 1/8" PULL LINE 138.0 7.99 in 1.10 5.10 in .70
61
62 KEF 2-5
63 EMT 3/4 70.00 9 . 9 c 68.17 5.00 c 3.50
64 EMT COURCOMP STEEL 3/4" 9.00 82.0 c 7.38 30.00 c 2.70
65 EMT CONN.COMP/IT STEEL 3/4" 2.00 69.15 1.38 14.00 c .28
66 CONDUIT SUPPORTS 3/4" 9.00 1.62 e 14.58 .35 e 3.15
67 3/4 EMT 90 ELBOW 3.00 4.44 e 13.32 .22 e .66
68 GRC/PVC 3/4" 5.00 654.86 c 2.74 6.50 c .33
69 GRC/PVC COUP 3/4" 2.00 743.64 c 1 87 .00 c .00
70 SEALTIGHT 3/4" 6.00 253.45 c 15.2 8.00 c .48
71 SEALTIGHT CONN 3/4" 2.00 615.34 c 12.31 .15 e .30
72 WIRE#12 CU STRANDED 306.00 145.82 in 44.62 5. 0 in 1.81
73 WIRE#12 CU STRANDED 102.00 145.82 in 14.87 5.90 in .60
74 1/8" PULL LINE 102.00 7.99 in .81 5.10 .52
75
76 MAU 2-1 CONDENSER#1
77 EMT 3/4 35.00 97.39 c 34.09 5.00 c 1.75
Total for section: PANEL LCK2 CONDUIT/CONDUCTOR $3,993.14 144. 0
REVISED ADD
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Material Labor
# Description Qty Unit Price UOM Ext Price Hours UOM Ext Hours
78 EMT COURCOMP STEEL 3/4" 6.00 82.00 c 4.92 30.00 c 1.80
79 EMT CONN.COMP/IT STEEL 3/4" 2.00 69.15 c 1.38 14.00 c .28
0 CONDUIT SUPPORTS 3/4" 5.00 1.62 e 8.10 .35 e 1.75
8 3/4 EMT 90 ELBOW 3.00 4.44 e 13.32 .22 e .66
82 C/PVC 3/4" 5.00 654.86 c 32.74 6.50 c .33
83 GR /PVC COUP 3/4" 2.00 743.64 c 14.87 .00 c .00
84 SEAL IGHT 3/4" 6.00 253.45 c 15.21 8.00 c .48
85 SEALT HT CONN 3/4" 2.00 615.34 c 12.31 .15 e .30
86 10 TH14N U STRANDED 201.00 222.88 in 44.80 7.70 in 1.55
87 10 THHN C TRANDED 67.00 222.88 in 14.93 7.70 in .52
88 1/8" PULL LIN 67.00 7.99 in .54 5.10 in .34
89
90 MAU 2-1 CONDEN R#2
91 EMT 3/4 40.00 97.39 c 38.96 5.00 c 2.00
92 EMT COURCOMP STEE 3/4" 6.00 82.00 c 4.92 30.00 c 1.80
93 EMT CONN.COMP/IT STE 3/4" 2.00 69.15 c 1.38 14.00 c .28
94 CONDUIT SUPPORTS 3/4" 5.00 1.62 e 8.10 .35 e 1.75
95 3/4 EMT 90 ELBOW 3.00 4.44 e 13.32 .22 e .66
96 GRC/PVC 3/4" 5.00 654.86 c 32.74 6.50 c .33
97 GRC/PVC COUP 3/4" 2.00 743.64 c 14.87 .00 c .00
98 SEALTIGHT 3/4" 6.00 253.45 c 15.21 8.00 c .48
99 SEALTIGHT CONN 3/4" 2.00 2.00 615.34 c 12.31 .15 e .30
100 WIRE#12 CU STRANDED 216.00 145.82 in 31.50 5.90 in 1.27
101 WIRE#12 CU STRANDED 72.00 145.82 in 10.50 5.90 in .42
102 1/8" PULL LINE .00 7.99 in .58 5.10 in .37
103
104 MAU 2-1 FAN
105 EMT 3/4 45.00 97.39 c 43.83 5.00 c 2.25
106 EMT COURCOMP STEEL 3/4" 7.00 .00 c 5.74 30.00 c 2.10
107 EMT CONN.COMP/IT STEEL 3/4" 2.00 69. 5 c 1.38 14.00 c 28
108 CONDUIT SUPPORTS 3/4" 6.00 1.6 e 9.72 .35 e 2.10
109 3/4 EMT 90 ELBOW 3.00 4.44 13.32 .22 e .66
110 GRC/PVC 3/4" 5.00 654.86 c 32.74 6.50 c .33
III GRC/PVC COUP 3/4" 2.00 743.64 c 14.87 .00 c .00
112 SEALTIGHT 3/4" 6.00 253.45 c 5.21 8.00 c .48
113 SEALTIGHT CONN 3/4" 2.00 615.34 c 12. 1 .15 e .30
114 WIRE#12 CU STRANDED 231.00 145.82 in 33.6 5.90 in 1.36
115 WIRE#12 CU STRANDED 77.00 145.82 in 11.23 .90 in .45
116 1/8" PULL LINE 77.00 7.99 in .62 5. in .39
117
118 ADDED RECEPTACLE LCK2-33
119 EMT 3/4 95.00 97.39 c 92.52 5.00 c 4.75
Total for section: PANEL LCK2 CONDUIT/CONDUCTOR $3,993.14 44.20
REVISED ADD
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Material Labor
# Description Qty Unit Price UOM Ext Price Hours UOM Ext Hours
12 EMT COUP.COMP STEEL 3/4" 12.00 82.00 c 9.84 30.00 c 3.60
121 T CONN.COMP/IT STEEL 3/4" 2.00 69.15 c 1.38 14.00 c .28
122 CO DUIT SUPPORTS 3/4" 12.00 1.62 e 19.44 .35 e 4.20
123 3/4 E T 90 ELBOW 3.00 4.44 e 13.32 .22 e .66
124 GRC/P 3/4" 5.00 654.86 c 32.74 6.50 c .33
125 GRC/PVC OUP 3/4" 2.00 743.64 c 14.87 .00 c .00
126 SEALTIGHT /4" 6.00 253.45 c 15.21 8.00 c .48
127 SEALTIGHT C N 3/4" 2.00 615.34 c 12.31 .15 e .30
128 WIRE#12 CU ST NDED 254.00 145.82 in 37.04 5.90 in 1.50
129 WIRE#12 CU STRA DED 127.00 145.82 in 18.52 5.90 in .75
130 1/8" PULL LINE 127.00 7.99 in 1.01 5.10 in .65
131 ----------
Total for section: PANEL LCK2 NDUIT/CONDUCTOR $3,993.14 144.20
REVISED ADD
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Take-Off for Estimate: 'KWIA RF1#184 CONCESSION CHANGES CHARGES' : PANEL LCK4
CONDUIT/CONDUCTOR REVISED ADD
Line # Description Qty
1 RTU 2-6
2 EMT 3/4 30.00
3 EMT COURCOMP STEEL 3/4" 5.00
4 EMT CONN.COMP/IT STEEL 3/4" 2.00
5 CONDUIT SUPPORTS 3/4" 4.00
6 3/4 EMT 90 ELBOW 3.00
7 GRC/PVC 3/4" 5.00
8 GRC/PVC COUP 3/4" 2.00
9 SEALTIGHT 3/4" 6.00
10 SEALTIGHT CONN 3/4" 2.00
11 8 THHN CU STRANDED 186.00
12 10 THHN CU GROUND 62.00
13 1/8" PULL LINE 62.00
14
15 RTU 2-7
16 EMT 1 85.00
17 EMT COURCOMP STEEL 1" 11.00
18 EMT CONN.COMP/IT STEEL V 2.00
19 CONDUIT SUPPORTS 1" See subsequent pages 11.00
20 1 EMT 90 ELBOW for comments 3.00
21 GRC/PVC 1" 5.00
22 GRC/PVC COUP V 2.00
23 SEALTIGHT 1" 6.00
24 SEALTIGHT CONN V See comments other 2.00
25 4 THHN CU STRANDED pages 351.00
26 8 THHN CU STRANDED 117.00
27 1/8" PULL LINE 117.00
28 ----------
29 MUA 2-3 CONDENSER#1
30 EMT 3/4 70.00
31 EMT COURCOMP STEEL 3/4" 9.00
32 EMT CONN.COMP/IT STEEL 3/4" 2.00
33 CONDUIT SUPPORTS 3/4" 9.00
34 3/4 EMT 90 ELBOW 3.00
35 GRC/PVC 3/4" 5.00
36 GRC/PVC COUP 3/4" 2.00
37 SEALTIGHT 3/4" 6.00
38 SEALTIGHT CONN 3/4" 2.00
39 WIRE#12 CU SOLID 306.00
40 WIRE#12 CU GROUND 102.00
41 1/8" PULL LINE 102.00
42 ----------
Totals Material $2,445.07 Labor 120.76
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Line# Description Qty
43 MUA 2-3 CONDENSER#2
44 EMT 3/4 70.00
45 EMT COURCOMP STEEL 3/4" 9.00
46 EMT CONN.COMP/IT STEEL 3/4" 2.00
47 CONDUIT SUPPORTS 3/4" 9.00
48 3/4 EMT 90 ELBOW 3.00
49 GRC/PVC 3/4" 5.00
50 GRC/PVC COUP 3/4" 2.00
51 SEALTIGHT 3/4" 6.00
52 SEALTIGHT 3/4" 2.00
53 10 THHN CU SOLID 306.00
54 10 THHN CU GROUND 102.00
55 1/8" PULL LINE 102.00
56 ----------
57 MUA 2-3 FAN
58 EMT 3/4 70.00
59 EMT COURCOMP STEEL 3/4" 9.00
60 EMT CONN.COMP/IT STEEL 3/4" 2.00
61 CONDUIT SUPPORTS 3/4" 9.00
62 3/4 EMT 90 ELBOW 3.00
63 GRC/PVC 3/4" 5.00
64 GRC/PVC COUP 3/4" 2.00
65 SEALTIGHT 3/4" See subsequent pages 6.00
66 SEALTIGHT CONK 3/4" for comments 2.00
67 WIRE#12 CU SOLID 306.00
68 WIRE#12 CU GROUND 102.00
69 1/8" PULL LINE See comments other 102.00
70 ---------- Pages
71 KEF 2-7
72 EMT 3/4 55.00
73 EMT COURCOMP STEEL 3/4" 8.00
74 EMT CONN.COMP/1T STEEL 3/4" 2.00
75 CONDUIT SUPPORTS 3/4" 7.00
76 3/4 EMT 90 ELBOW 3.00
77 GRC/PVC 3/4" 5.00
78 GRC/PVC COUP 3/4" 2.00
79 SEALTIGHT 3/4" 6.00
80 SEALTIGHT CONN 3/4" 2.00
81 WIRE#12 CU SOLID 261.00
82 WIRE#12 CU GROUND 87.00
83 1/8" PULL LINE 87.00
84 ----------
85 KEF 2-8
86 EMT 3/4 90.00
Totals Material $2,445.07 Labor 120.76
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Line# Description Qty
87 EMT COURCOMP STEEL 3/4" 11.00
88 EMT CONN.COMP/IT STEEL 3/4" 2.00
89 CONDUIT SUPPORTS 3/4" 12.00
90 3/4 EMT 90 ELBOW 3.00
91 GRC/PVC 3/4" 5.00
92 GRC/PVC COUP 3/4" 2.00
93 SEALTIGHT 3/4" 6.00
94 SEALTIGHT CONN 3/4" 2.00
95 WIRE#12 CU SOLID 366.00
96 WIRE#12 CU GROUND 122.00
97 1/8" PULL LINE See subsequent pages 122.00
98 ---------- for comments
99 RECEPTACLES LCK4 - 31
100 EMT 3/4 100.00
101 EMT COURCOMP STEEL 3/4" See comments other 9.00
102 EMT CONN.COMP/IT STEEL 3/4" pages 2.00
103 CONDUIT SUPPORTS 3/4" 13.00
104 GRC/PVC 3/4" 5.00
105 GRC/PVC COUP 3/4" 2.00
106 SEALTIGHT 3/4" 6.00
107 SEALTIGHT CONK 3/4" 2.00
108 10 THHN CU SOLID 264.00
109 10 THHN CU GROUND 132.00
110 1/8" PULL LINE 132.00
III ----------
112 ----------
Totals Material $2,445.07 Labor 120.76
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Edit Move/Copy Preview See comments other
Take-off for: PANEL LCK4 CONDUIT/C ...
• Full View Pages
• Customer View
Recap Back To Estimate , Not consistent with price
used for credits.
Close this window
Mater al Labor
# Description Qty Unit Price UOT 4 Ext Price Hours UOM Ext Hours
1 RTU 2-6
2 EMT 3/4 30.00 97.39 c 29.22 5.00 c 1.50
3 EMT COUP.COMP STEEL 3/4" 5.00 82.00 c 4.10 30.00 c 1.50
4 EMT CONN.COMP/IT STEEL 3/4" 2.00 69.15 c 1.38 14.00 c .28
5 CONDUIT SUPPORTS 3/4" 4.00 1.62 e 6.48 .35 e 1.40
6 3/4 EMT 90 ELBOW 3.00 4.44 e 13.32 .22 e .66
7 GRC/PVC 3/4" 5.00 654.86 c 32.74 6.50 c .33
8 GRC/PVC COUP 3/4" 2.00 743.64 c 14.87 .00 c .00
9 SEALTIGHT 3/4" 6.00 253.45 c 15.21 8.00 c .48
10 SEALTIGHT CONN 3/4" 2.00 615.34 c 12.31 .15 e .30
11 8 THHN CU STRANDED 186.00 41.5.84 in 77.35 8.50 in 1.58
12 10 THHN CU GROUND 62.00 222.88 m 13.82 7.70 m .48
13 1/8" PULL LINE 62.00 7.99 in .50 5.10 m .32
14
15 RTU 2-7
16 EMT 1 85.00 166.41 c 141.45 5.50 c 4.68
17 EMT COUP.COMP STEEL V 11.00 126.02 c 13.86 35.00 c 3.85
18 EMT CONN.COMP/IT STEEL 1" 2.00 125.26 c 2.51 16.00 c .32
19 CONDUIT SUPPORTS V 11.00 1.62 e 17.82 .40 e 4.40
20 1 EMT 90 ELBOW 3.00 6.83 e 20.49 .25 e .75
21 GRC/PVC 1" 5.00 908.28 c 45.41 8.00 c .40
22 GRC/PVC COUP 1" 2.00 1,068.11 c 21.36 .00 c .00
23 SEALTIGHT 1" 6.00 494.64 c 29.68 12.00 c .72
24 SEALTIGHT CONN 1" 2.00 528.83 c 10.58 .20 e .40
25 4 THHN CU STRANDED 351.00 978.90 in 343.59 11.90 in 4.18
26 8 THHN CU STRANDED 117.00 415.84 in 48.65 8.50 m .99
27 1/8" PULL LINE 117.00 7.99 in .93 5.10 in .60
28 ----------
29 MUA 2-3 CONDENSER#1
30 EMT 3/4 70.00 97.39 c 68.17 5.00 c 3.50
31 EMT COUP.COMP STEEL 3/4" 9.00 82.00 c 7.38 30.00 c 2.70
32 EMT CONN.COMP/IT STEEL 3/4" 2.00 69.15 c 1.38 14.00 c .28
33 CONDUIT SUPPORTS 3/4" 9.00 1.62 e 14.58 .35 e 3.15
34 3/4 EMT 90 ELBOW 3.00 4.44 e 13.32 .22 e .66
35 GRC/PVC 3/4" 5.00 654.86 c 32.74 6.50 c .33
Total for section: PANEL LCK4 CONDUIT/CONDUCTOR ,445.07 120.76
REVISED ADD
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0 sistent with price
used for credits.
Material Labor
# Description Qty Unit P ice UOM Ext Price Hours UOM Ext Hours
36 GRC/PVC COUP 3/4" 2.00 743.64 c 14.87 .00 c .00
37 SEALTIGHT 3/4" 6.00 253.45 c 15.21 8.00 c .48
38 SEALTIGHT CONN 3/4" 2.00 615.34 c 12.31 .15 e .30
39 WIRE#12 CU SOLID 306.00 145.82 in 44.62 5.90 in 1.81
40 WIRE#12 CU 2.00 145.82 in 14.87 5.90 in .60
41 1/8" PULL LIN See comments other 2.00 7.99 in .81 5.10 in .52
42 ---------- pages
43 MUA 2-3 CONDENSER#2
44 EMT 3/4 70.00 97.39 c 68.17 5.00 c 3.50
45 EMT COURCOMP STEEL 3/4" 9.00 82.00 c 7.38 30.00 c 2.70
46 EMT CONN.COMP/IT STEEL 3/4" 2.00 69.15 c 1.38 14.00 c .28
47 CONDUIT SUPPORTS 3/4" 9.00 1.62 e 14.58 .35 e 3.15
48 3/4 EMT 90 ELBOW 3.00 4.44 e 13.32 .22 e .66
49 GRC/PVC 3/4" 5.00 654.86 c 32.74 6.50 c .33
50 GRC/PVC COUP 3/4" 2.00 743.64 c 14.87 .00 c .00
51 SEALTIGHT 3/4" 6.00 253.45 c 15.21 8.00 c .48
52 SEALTIGHT 3/4" 2.00 253.45 c 5.07 8.00 c .16
53 10 THHN CU SOLID 306.00 222.88 m 68.20 7.70 in 2.36
54 10 THHN CU GROUND 102.00 222.88 in 22.73 7.70 in .79
55 1/8" PULL LINE 102.00 7.99 in .81 5.10 in .52
56 ----------
57 MUA 2-3 FAN
58 EMT 3/4 70.00 97.39 c 68.17 5.00 c 3.50
59 EMT COURCOMP STEEL 3/4" 9.00 82.00 c 7.38 30.00 c 2.70
60 EMT CONN.COMP/IT STEEL 3/4" 2.00 69.15 c 1.38 14.00 c 28
61 CONDUIT SUPPORTS 3/4" 9.00 1.62 e 14.58 .35 e 3.15
62 3/4 EMT 90 ELBOW 3.00 4.44 e 13.32 .22 e .66
63 GRC/PVC 3/4" 5.00 654.86 c 32.74 6.50 c .33
64 GRC/PVC COUP 3/4" 2.00 743.64 c 14.87 .00 c .00
65 SEALTIGHT 3/4" 6.00 253.45 c 15.21 8.00 c .48
66 SEALTIGHT CONN 3/4" 2.00 615.34 c 12.31 .15 e .30
67 WIRE#12 CU SOLID 306.00 145.82 in 44.62 5.90 in 1.81
68 WIRE#12 CU GROUND 102.00 145.82 in 14.87 5.90 in .60
69 1/8" PULL LINE 102.00 7.99 in .81 5.10 in .52
70 ----------
71 KEF 2-7
72 EMT 3/4 55.00 97.39 c 53.56 5.00 c 2.75
73 EMT COURCOMP STEEL 3/4" 8.00 82.00 c 6.56 30.00 c 2.40
74 EMT CONN.COMP/IT STEEL 3/4" 2.00 69.15 c 1.38 14.00 c .28
75 CONDUIT SUPPORTS 3/4" 7.00 1.62 e 11.34 .35 e 2.45
76 3/4 EMT 90 ELBOW 3.00 4.44 e 13.32 .22 e .66
77 GRC/PVC 3/4" 5.00 654.86 c 32.74 6.50 c .33
Total for section: PANEL LCK4 CONDUIT/CONDUCTOR 1445.07 120.76
REVISED ADD
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0 0e
used for credits.
Labor
# Description Qt nit Price UOM xt Price Hours UOM Ext Hours
78 GRC/PVC COUP 3/4" 2.00 743.64 c 14.87 .00 c .00
79 SEALTIGHT 3/4" 6.00 253.45 c 15.21 8.00 c .48
80 SEALTIGHT CONN 3/4" 2.00 615.34 c 12.31 .15 e .30
81 WIRE#12 CU SOLID 261.00 145.82 m 38.06 5.90 m 1.54
82 WIRE#12 CU GROUND 87.00 145.82 m 12.69 5.90 m .51
83 1/8" PULL LINF. 87.00 7.99 m .70 5.10 m .44
84 ---------- See comments other
85 KEF 2-8 Pages
86 EMT 3/4 90.00 97.39 c 87.65 5.00 c 4.50
87 EMT COURCOMP STEEL 3/4" 11.00 82.00 c 9.02 30.00 c 3.30
88 EMT CONN.COMP/IT STEEL 3/4" 2.00 69.15 c 1.38 14.00 c .28
89 CONDUIT SUPPORTS 3/4" 12.00 1.62 e 19.44 .35 e 4.20
90 3/4 EMT 90 ELBOW 3.00 4.44 e 13.32 .22 e .66
91 GRC/PVC 3/4" 5.00 654.86 c 32.74 6.50 c .33
92 GRC/PVC COUP 3/4" 2.00 743.64 c 14.87 .00 c .00
93 SEALTIGHT 3/4" 6.00 253.45 c 15.21 8.00 c .48
94 SEALTIGHT CONN 3/4" 2.00 615.34 c 12.31 .15 e .30
95 WIRE#12 CU SOLID 366.00 145.82 m 53.37 5.90 m 2.16
96 WIRE 912 CU GROUND 122.00 145.82 m 17.79 5.90 m .72
97 1/8" PULL LINE 122.00 7.99 m .97 5.10 m .62
98 ----------
99 RECEPTACLES LCK4 - 31
100 EMT 3/4 100.00 97.39 c 97.39 5.00 c 5.00
101 EMT COURCOMP STEEL 3/4" 9.00 82.00 c 7.38 30.00 c 2.70
102 EMT CONN.COMP/IT STEEL 3/4" 2.00 69.15 c 1.38 14.00 c .28
103 CONDUIT SUPPORTS 3/4" 13.00 1.62 e 21.06 .35 e 4.55
104 GRC/PVC 3/4" 5.00 654.86 c 32.74 6.50 c .33
105 GRC/PVC COUP 3/4" 2.00 743.64 c 14.87 .00 c .00
106 SEALTIGHT 3/4" 6.00 253.45 c 15.21 8.00 c .48
107 SEALTIGHT CONN 3/4" 2.00 615.34 c 12.31 .15 e .30
108 10 THHN CU SOLID 264.00 222.88 m 58.84 7.70 m 2.03
109 10 THHN CU GROUND 132.00 222.88 m 29.42 7.70 m 1.02
110 1/8" PULL LINE 132.00 7.99 m 1.05 5.10 m .67
111 ----------
112 ----------
Total for section: PANEL LCK4 CONDUIT/CONDUCTOR $2,445.07 120.76
REVISED ADD
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Take-Off for Estimate: 'KWIA RF1#184 CONCESSION CHANGES CHARGES' : PANEL LCKS
CONDUIT/CONDUCTOR REVISED ADD
Line # Description Qty
1 RTU 2-4
2 EMT 3/4 75.00
3 EMT COURCOMP STEEL 3/4" 10.00
4 EMT CONN.COMP/IT STEEL 3/4" 2.00
5 CONDUIT SUPPORTS 3/4" 10.00
6 3/4 EMT 90 ELBOW 3.00
7 GRC/PVC 3/4" 5.00
8 GRC/PVC COUP 3/4" 2.00
9 SEALTIGHT 3/4" 6.00
10 SEALTIGHT CONN 3/4" 2.00
11 8 THHN CU STRANDED 321.00
12 10 THHN CU GROUND See comments other 107.00
13 1/8" PULL LINE pages 107.00
14 ----------
15 RTU 2-5
16 EMT 1 50.00
17 EMT COURCOMP STEEL 1" See subsequent pages 7.00
18 EMT CONN.COMP/IT STEEL V for comments 2.00
19 CONDUIT SUPPORTS 1" 7.00
20 1 EMT 90 ELBOW 3.00
21 GRC/PVC 1" 5.00
22 GRC/PVC COUP V 2.00
23 SEALTIGHT 1" 6.00
24 SEALTIGHT CONN 1" 2.00
25 4 THHN CU STRANDED 246.00
26 8 THHN CU STRANDED 82.00
27 1/8" PULL LINE 82.00
28
29 MUA 2-2 CONDENSER
30 EMT 3/4 45.00
31 EMT COURCOMP STEEL 3/4" 7.00
32 EMT CONN.COMP/IT STEEL 3/4" 2.00
33 CONDUIT SUPPORTS 3/4" 6.00
34 3/4 EMT 90 ELBOW 3.00
35 GRC/PVC 3/4" 5.00
36 GRC/PVC COUP 3/4" 2.00
37 SEALTIGHT 3/4" 6.00
38 SEALTIGHT CONN 3/4" 2.00
39 WIRE#12 CU SOLID 154.00
40 WIRE#12 CU GROUND 77.00
41 1/8" PULL LINE 77.00
42 ----------
Totals Material $1,728.78 Labor 83.25
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Line# Description Qty
43 MUA 2-2 FAN
44 EMT 3/4 45.00
45 EMT COURCOMP STEEL 3/4" 7.00
46 EMT CONN.COMP/IT STEEL 3/4" 2.00
47 CONDUIT SUPPORTS 3/4" 6.00
48 3/4 EMT 90 ELBOW 3.00
49 GRC/PVC 3/4" 5.00
50 GRC/PVC COUP 3/4" 2.00
51 SEALTIGHT 3/4" 6.00
52 SEALTIGHT CONN 3/4" 2.00
53 WIRE#12 CU SOLID 231.00
54 WIRE#12 CU GROUND 77.00
55 1/8" PULL LINE 77.00
56 ---------- See comments other
57 KEF 2-6 pages
58 EMT 3/4 35.00
59 EMT COURCOMP STEEL 3/4" 6.00
60 EMT CONK.COMP/IT STEEL 3/4" _________ 2.00
61 CONDUIT SUPPORTS 3/4" See subsequent pages 5.00
62 3/4 EMT 90 ELBOW for comments 3.00
63 GRC/PVC 3/4" 5.00
64 GRC/PVC COUP 3/4" 2.00
65 SEALTIGHT 3/4" 6.00
66 SEALTIGHT CONK 3/4" 2.00
67 WIRE#12 CU SOLID 201.00
68 WIRE#12 CU GROUND 67.00
69 1/8" PULL LINE 67.00
70 ----------
71 RECEPTACLE LCK5 - 17
72 EMT 3/4 125.00
73 EMT COURCOMP STEEL 3/4" 15.00
74 EMT CONN.COMP/IT STEEL 3/4" 2.00
75 CONDUIT SUPPORTS 3/4" 16.00
76 3/4 EMT 90 ELBOW 3.00
77 GRC/PVC 3/4" 5.00
78 GRC/PVC COUP 3/4" 2.00
79 SEALTIGHT 3/4" 6.00
80 SEALTIGHT CONK 3/4" 2.00
81 WIRE#12 CU SOLID 314.00
82 WIRE#12 CU GROUND 157.00
83 1/8" PULL LINE 157.00
84 ----------
85 ----------
Totals Material $1,728.78 Labor 83.25
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Distance of branch circuit appears 0) Zopy Preview
to be inconsistent with where the
panelboard is shown relative to
Take-off for: PANI RTU-2-4. See EP131ABC at the Full View
end for an overlay between Customer View See comments other
panelboard location and the rooftop
equipment.
Back To E pages
stimate
Close this window
Material Labor
s
L2EMT3/4
U 2-4
75.00 97.39 c 73.04 5.00 c7]3. 5
0
4 EMT CONN.COMP/IT STEEL 3/4" 2.00 69.15 c 1.38 14.00 c .28
5 CONDUIT SUPPORTS 3/4" 10.00 1.62 e 16.20 .35 e 3.50
6 3/4 EMT 90 ELBOW 3.00 4.44 e 13.32 .22 e .66
7 GRC/PVC 3/4" 5.00 654.86 c 32.74 6.50 c .33
8 GRC/PVC COUP 3/4" 2.00 743.64 c 14.87 .00 c .00
9 SEALTIGHT 3/4" 6.00 253.45 c 15.21 8.00 c .48
10 SEALTIGHT CONN 3/4" 2.00 615.34 c 12.31 .15 e .30
11 8 THHN CU STRANDED 321.00 415.84 m 133.48 8.50 in 2.73
12 10 THHN CU GROUND 107.00 222.88 m 23.85 7.70 m .82
13 1/8" PULL LINE I n7 nn 7.99 m .85 5.10 m .55
14 ---------- See comments other
15 RTU 2-5 pages
16 EMT 1 50.00 166.41 c 83.21 5.50 c 2.75
17 EMT COUP.COMP STEEL V 7.00 126.02 c 8.82 35.00 c 2.45
18 EMT CONN.COMP/IT STEEL 1" 2.00 125.26 c 2.51 16.00 c .32
19 CONDUIT SUPPORTS V 7.00 1.62 e 11.34 .40 e 2.80
20 1 EMT 90 EL Distance of branch circuit appears to be 3.00 6.83 e 20.49 .25 e .75
21 GRC/PVC V inconsistent with where the panelboard 5.00 908.28 c 45.41 8.00 c .40
22 GRC/PVC CC is shown relative to MICA-2-2. See 2.00 1,068.11 c 21.36 .00 c .00
EP131ABC at the end for an overlay
23 SEALTIGHT between panelboard location and the 6.00 494.64 c 29.68 12.00 c .72
24 SEALTIGHT rooftop equipment. 2.00 528.83 c 10.58 .20 e .40
25 4 THHN CU STRANDED 246.00 978.90 m 240.81 11.90 in 2.93
26 8 THHN CU STRANDED 82.00 415.84 m 34.10 8.50 in .70
27 1/8" PULL LINE 82.00 7.99 in .66 5.10 in .42
29 MUA 2-2 CONDENSER
30 EMT 3/4 45.00 97.39 c 43.83 5.00 c 2.25
32 EMT CONN.COMP/IT STEEL 3/4" 2.00 69.15 c 1.38 14.00 c .28
33 CONDUIT SUPPORTS 3/4" 6.00 1.62 e 9.72 .35 e 2.10
34 3/4 EMT 90 ELBOW 3.00 4.44 e 13.32 .22 e .66
35 GRC/PVC 3/4" 5.00 654.86 c 32.74 6.50 c .33
Total for section: PANEL LCK5 CONDUIT/CONDUCTOR $1,728.78 83.25
REVISED ADD
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Distance of branch circuit appears to be Material Labor
# Description inconsistent with where the panelboard Qty Unit Price UOM Ext Price Hours UOM Ext Hours
is shown relative to MILIA-2-2. See
36 GRC/PVC CO EP131ABC at the end for an overlay 2.00 743.64 c 14.87 .00 c .00
37 SEALTIGHT 3 between panelboard location and the 6.00 .48
38 SEALTIGHT rooftop equipment. 2.00 See comments other .30
39 WIRE#12 CU SOLID 154.00 pages .91
40 WIRE#12 CU GROUND 77.00 145.82 in 11.23 5.90 in .45
41 1/8" PULL LINE 77.00 7.99 in .62 5.10 in .39
43 MUA 2-2 FAN
44 EMT 3/4 45.00 97.39 c 43.83 5.00 c 2.25
46 EMT CONN.COMP/IT STEEL 3/4" 2.00 69.15 c 1.38 14.00 c .28
47 CONDUIT SUPPORTS 3/4" 6.00 1.62 e 9.72 .35 e 2.10
48 3/4 EMT 90 ELB 00 4.44 e 13.32 .22 e .66
49 GRC/PVC 3/4" Distance of branch circuit appears to be 00 654.86 c 32.74 6.50 c .33
inconsistent with where the panelboard
50 GRC/PVC COUI is shown relative to KEF-2-6. See 00 743.64 c 14.87 .00 c .00
51 SEALTIGHT 3/4 EP131ABC at the end for an overlay 00 .48
between panelboard location and the See comments other
52 SEALTIGHT C rooftop equipment. 00 pages 30
53 WIRE #12 CU S .00 1.36
54 WIRE #12 CU GROUND 77.00 145.82 in 11.23 5.90 in .45
55 1/8" PULL LINE 77.00 7.99 in .62 5.10 in .39
57 KEF 2-6
[58 EMT 3/4 35.00 97.39 c 34.09 5.00 c 1.75
c c �j
60 EMT CONN.COMP/IT STEEL 3/4" 2.00 69.15 c 1.38 14.00 c .28
61 CONDUIT SUPY-DJIT-S-3/4" 5.00 1.62 e 8.10 .35 e 1.75
62 3/4 EMT 90 E Distance of branch circuit appears to be 3.00 4.44 e 13.32 .22 e .66
inconsistent with where the panelboard
63 GRC/PVC 3/4 is shown relative to the receptacle. See 5.00 .33
64 GRC/PVC CO EP131ABC at the end for an overlay 2.00 See comments other .00
65 SEALTIGHT between panelboard location and the 6.00 pages 48
rooftop equipment,
66 SEALTIGHT 2.00 615.34 c 12.31 .15 e .30
67 WIRE #12 CU SOLID 201.00 145.82 in 29.31 5.90 in 1.19
68 WIRE #12 CU GROUND 67.00 145.82 in 9.77 5.90 in .40
69 1/8" PULL LINE 67.00 7.99 in .54 5.10 m .34
71 RECEPTACLE LCK5 - 17
72 EMT 3/4 1.25.00 97.39 c 1.21.74 5.00 c 6.25
74 EMT CONN.COMP/IT STEEL 3/4" 2.00 69.15 c 1.38 14.00 c .28
75 CONDUIT SUPPORTS 3/4" 16.00 1.62 e 25.92 .35 e 5.60
76 3/4 EMT 90 ELBOW 3.00 4.44 e 13.32 .22 e .66
77 GRC/PVC 3/4" 5.00 654.86 c 32.74 6.50 c .33
Total for section: PANEL LCK5 CONDUIT/CONDUCTOR $1,728.78 83.25
REVISED ADD
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Material Labor
# Description Qty Unit Price UOM Ext Price Hours UOM Ext Hours
78 GRC/PVC COUP 3/4" 2.00 743.64 c 14.87 .00 c .00
79 SEALTIGHT 3/4" 6.00 253.45 c 15.21 8.00 c .48
80 SEALTIGHT CONN 3/4" 2.00 615.34 c 12.31 .15 e .30
81 WIRE #12 CU SOLID 314.00 145.82 m 45.79 5.90 m 1.85
82 WIRE #12 CU GROUND 157.00 145.82 m 22.89 5.90 m .93
83 1/8" PULL LINE 157.00 7.99 m 1.25 5.10 m .80
84 ----------
85 ----------
Total for section: PANEL LCK5 CONDUIT/CONDUCTOR S 1,728.78 83.25
REVISED ADD
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
CREDIT DETAILS.
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
e-Off for Estimate: 'KWIA RFI#184 CONCESSION CHANGES CREDIT, : HCK2 PANEL TO T K2
TRA OMER CREDIT
Line # ription Qty
1 GRC/P 170.00
2 GRC/PVC CO ff3.00
3 CONDUIT SUPPORT 22.00
4 GRC/PVC 90 ELL 2" 3.00
5 STEEL FLEX 2" See subsequent pages 6.00
6 RIGID COUP 2" mments 1.00
7 2-IN FLEX CONN 2.00
8 4/0 THHN CU STRANDED 606.00
9 4 THHN CU STRANDED 202.00
10 1/4" PULL ROPE 202.00
11 ----------
12 ----------
Totals Material $5,622.69 Labor 65.25
See comments other
pages
Correction made see
below
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
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Material Labor
# Description Qty Unit Price UOM Ext Price Hours UOM Ext Hours
1 GRC/PVC 2" 170.00 1,660.00 c 2,822.00 14.00 c 23.80
2 GRC/PVC COUP 2" 3.00 2,046.31 c 61.39 .20 c .01
3 CONDUIT SUPPORTS 2" 22.00 3.42 e 75.24 .80 e 17.60
4 GRC/PVC 90 ELL 2" 3.00 8,073.66 c 242.21 1.05 e 3.15
5 STEEL FLEX 2" 6.00 375.15 c 22.51 12.00 c .72
6 RIGID COUP 2" 1.00 8.08 e 8.08 .20 e .20
7 2-IN FLEX CONN 2.00 863.99 c 17.28 21.00 c .42
8 4/0 THHN CU STRANDED 606.00 3,596.42 m 2,179.43 26.35 m 15.97
9 4 THHN CU STRANDED 202.00 881.01 in 177.96 11.90 m 2.40
10 1/4" PULL ROPE 202.00 82.14 m 16.59 5.90 m 1.19
11 ----------
12 ----------
Total for section: HCK2 PANEL TO T-K2 TRANSFOMER $5,622.69 65.46
CREDIT
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
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Material Labor
# cription Qty Unit Price UOM Ext Price Hours UOM Ext Hours
1 GRC/P 170.00 1,660.00 c 2,822.00 14.00 c 23.80
2 GRC/PVC C3ELL
3.00 2,046.31 c 61.39 .00 c .00
3 CONDUIT SRTS 2" 22.00 3.42 e 75.24 .80 e 17.60
4 GRC/PVC 92" 3.00 8,073.66 c 242.21 1.05 e 3.15
5 STEEL FLEX 2 0 375.15 c 22.51 12.00 c
6 RIGID COUP 2" 1.00 8 e 8.08 .00 e .00
7 2-IN FLEX CONN 2.00 863.99 c 17.28 21.00 c .42
8 4/0 THHN CU STRANDED 606.00 3,596.42 m 2,179. 5 m 15.97
9 4 THHN CU STRANDED 202.00 881.01 m 177.96 11.90 2.40
10 l/4" PULL ROPE 202.00 82.14 m 16.59 5.90
11 ----------
12 ----------
Total for section: HCK2 PANEL TO T-K2 TRANSFOMER
$5,622.69 65.25
CREDIT
Refer to comments on the Proposed
work change takeoffs and the labor
hours provided to install a coupling.
See comments other
pages
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Take-Off for Estimate: 'KWIA RFI#184 CONCESSION CHANGES CREDIT' : T-K2 TRANSFORMER TO
LCK2 PANEL CREDIT
Line Description Qty
1 FLEX 2" 12.00
2 FLEX 90 C ff See 4.00
for
3 CONDUIT SUPPORTS subsequent pages 2.00
for comments
4 2/0 THHN CU STRANDED 208.00
5 2 THHN CU STRANDED 52.00
6 1/8" PULL LINE 52.00
7 ----------
Totals Material $715.65 Labor 9.69
See comments other
pages
Correction made see
below
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
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Material Labor
# Description Qty Unit Price UOM Ext Price Hours UOM Ext Hours
1 STEEL FLEX 2" 12.00 375.15 c 45.02 12.00 c 1.44
2 FLEX 90 CONN 2" 4.00 2,905.93 c 116.24 30.00 c 1.20
3 2/0 THHN CU STRANDED 208.00 2,282.91 m 474.85 21.50 m 4.47
4 2 THHN CU STRANDED 52.00 1,390.89 m 72.33 13.60 m .71
5 1/8" PULL LINE 52.00 7.19 m .37 5.10 m .27
6 ----------
Total for section: T-K2 TRANSFORMER TO LCK2 PANEL $708.81 8.09
CREDIT
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
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Material Labor
# Description y nit Price UOM Ext Price Hours UOM Ext Hours
1 STEEL FLEX 2" 12.00 375.15 c 45.02 12.00 c 1.44
2 FLEX 90 CONN 2" 4.00 ,905.93 c 116.24 30.00 c 1.20
3 CONDUIT SUPPORTS 2" 2.00 3.42 e 6.84 .80 e 1.60
4 2/0 THHN CU STRANDED 208.00 ,282.91 m 474.85 21.50 m 4.47
5 2 THHN CU STRANDED 52.00 1,390.89 m 72.33 13.60 m .71
6 1/8" PULL LINE 52.00 7.19 m .37 5.10 m .27
7 ----------
Total for section: T-K2 TRANSFORMER TO LCK2 PA L $715.65 9.69
CREDIT
Refer to comments
regarding quantities
See comments other
pages
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Take-Off for Estimate: 'KWIA RFI#184 CONCESSION CHANGES CREDIT, : PANEL LCK1
CONDUIT/CONDUCTOR CREDIT
Line Description Qty
1 RTU-13
2 EMT 1 60.00
3 T COURCOMP STEEL 1" 8.00
4 EM CONN.COMP/IT STEEL 1" 2.00
5 COND T SUPPORTS I" 8.00
6 1 EMT 90 BOW 3.00
7 GRC/PVC 1" 5.00
8 1 GALV RIGID C PLING 2.00
9 SEALTIGHT 1" 6.00
10 SEALTIGHT CONN 1" 2.00
11 3 THHN CU STRANDED 276.00
12 8 THHN CU STRANDED 92.00
13 1/8" PULL LINE 92.00
14
15 RECEPTACLE LCKI - 26
16 EMT 3/4 60.00
17 EMT COURCOMP STEEL 3/4" 8.00
18 EMT CONN.COMP/IT STEEL 3/4" 2.00
19 CONDUIT SUPPORTS 3/4" 8.00
20 3/4 EMT 90 ELBOW 3.00
21 GRC/PVC 3/4" 5.00
22 RIGID COUP 3/4" 2.00
23 SEALTIGHT 3/4" 6.00
24 SEALTIGHT CONN 3/4" 2.00
25 WIRE#12 CU SOLID 184.00
26 WIRE#12 CU GROUND 92.00
27 1/8" PULL LINE .00
28 ----------
Totals Material 5736.50 Labor 30.44
Correction made see
below
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
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Material Labor
# Description Qty Unit Price UOM Ext Price Hours UOM Ext Hours
1 RTU-13
2 EMT 1 60.00 149.77 c 89.86 6.33 c 3.80
3 EMT COUP.COMP STEEL V 8.00 113.42 c 9.07 35.00 c 2.80
4 EMT CONN.COMP/IT STEEL 1" 2.00 112.73 c 2.25 16.00 c .32
5 CONDUIT SUPPORTS 1" 8.00 1.46 e 11.68 .40 e 3.20
6 1 EMT 90 ELBOW 3.00 6.15 e 18.45 .25 e .75
7 GRC/PVC 1" 5.00 817.28 c 40.86 8.00 c .40
8 1 GALV RIGID COUPLING 2.00 3.49 e 6.98 .20 e .40
9 SEALTIGHT 1" 6.00 445.18 c 26.71 12.00 c .72
10 SEALTIGHT CONN 1" 2.00 475.95 c 9.52 .20 e .40
11 3 THHN CU STRANDED 276.00 1,111.19 m 306.69 14.50 m 4.00
12 8 THHN CU STRANDED 92.00 374.26 m 34.43 8.50 m .78
13 1/8" PULL LINE 92.00 7.16 m .66 5.10 m .47
14
15 RECEPTACLE LCKI - 26
16 EMT 3/4 60.00 87.65 c 52.59 5.75 c 3.45
17 EMT COUP.COMP STEEL 3/4" 8.00 73.80 c 5.90 30.00 c 2.40
18 EMT CONN.COMP/IT STEEL 3/4" 2.00 62.24 c 1.24 14.00 c .28
19 CONDUIT SUPPORTS 3/4" 8.00 1.46 e 11.68 .35 e 2.80
20 3/4 EMT 90 ELBOW 3.00 3.99 e 11.97 .22 e .66
21 GRC/PVC 3/4" 5.00 589.37 c 29.47 6.50 c .33
22 RIGID COUP 3/4" 2.00 2.42 e 4.84 .20 e .40
23 SEALTIGHT 3/4" 6.00 228.11 c 13.69 8.00 c .48
24 SEALTIGHT CONN 3/4" 2.00 553.81 c 11.08 .15 e .30
25 WIRE #12 CU SOLID 184.00 131.24 m 24.15 5.90 m 1.09
26 WIRE #12 CU GROUND 92.00 131.24 m 12.07 5.90 m .54
27 1/8" PULL LINE 92.00 7.19 m .66 5.10 m .47
28 ----------
Total for section: PANEL LCKI CONDUIT/CONDUCTOR $736.50 31.24
CREDIT
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
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Material Labor
Description Qty Unit Price UOM Ext Price Hours UOM Ext Hours
1 ��t -13
2 E1 60.00 149.77 c 89.86 6.33 c 3.80
3 EMT C RCOMP STEEL 1" 8.00 113.42 c 9.07 35.00 c 2.80
4 EMT CO . OMP/IT STEEL 1" 2.00 112.73 c 2.25 16.00 c .32
5 CONDUIT SU RTS 1" 8.00 1.46 e 11.68 .40 e 3.20
6 1 EMT 90 ELBOW 3.00 6.15 e 18.45 .25 e .75
7 GRC/PVC 1" 5.00 817.28 c 40.86 8.00 c .40
8 1 GALV RIGID COUPLIN 2.00 3.49 e 6.98 .00 e .00
9 SEALTIGHT 1" 6.00 445.18 c 26.71 12.00 c .72
10 SEALTIGHT CONN 1" 2.00 475.95 c 9.52 .20 e .40
11 3 THHN CU STRANDED 276.00 1,111.19 m 306.69 14.50 m 4.00
12 8 THHN CU STRANDED 92.00 374.26 m 34.43 8.50 m .78
13 1/8" PULL LINE 92.00 7.16 m .66 5.10 m .47
14
15 RECEPTACLE LCKI - 26
16 EMT 3/4 60.00 87.65 c 52.59 5.75 c 3.45
17 EMT COURCOMP STEEL 3/4" 8.00 .80 c 5.90 30.00 c 2.40
18 EMT CONN.COMP/IT STEEL 3/4" 2.00 62. c 1.24 14.00 c .28
19 CONDUIT SUPPORTS 3/4" 8.00 1.46 11.68 .35 e 2.80
20 3/4 EMT 90 ELBOW 3.00 3.99 e 11.97 .22 e .66
21 GRC/PVC 3/4" 5.00 589.37 c .47 6.50 c .33
22 RIGID COUP 3/4" 2.00 2.42 e 4. .00 e .00
23 SEALTIGHT 3/4" 6.00 228.11 c 13.69 00 c .48
24 SEALTIGHT CONN 3/4" 2.00 553.81 c 11.08 .1 e .30
25 WIRE 912 CU SOLID 184.00 131.24 m 24.15 5.90 1.09
26 WIRE #12 CU GROUND 92.00 131.24 m 12.07 5.90 m .54
27 1/8" PULL LINE 92.00 7.19 m .66 5.10 m .47
28 ----------
Total for section: PANEL LCKI CONDUIT/CONDUCTOR $736.50 30.44
CREDIT
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
ake-Off for Estimate: 'KWIA RFI#184 CONCESSION CHANGES CREDIT' : PANEL LCK2
NDUIT/CONDUCTOR CREDIT
Line Description Qty
1 RTU - 14
2 EMT 1 75.00
3 EMT COURCOMP STEEL 1" 10.00
4 MT CONN.COMP/IT STEEL V 2.00
5 C DUIT SUPPORTS V 10.00
6 1 E 90 ELBOW 3.00
7 GRC/P C 1" 5.00
8 1 GALV GID COUPLING 2.00
9 SEALTIGH 1" 6.00
10 SEALTIGHT NN V 2.00
11 3 THHN CU SO L 321.00
12 8 THHN CU GRO D 107.00
13 1/8" PULL LINE 107.00
14
15 MAU - 1
16 EMT 3/4 65.00
17 EMT COURCOMP STEEL 3/4" 9.00
18 EMT CONN.COMP/IT STEEL 3/4' 2.00
19 CONDUIT SUPPORTS 3/4" 9.00
20 3/4 EMT 90 ELBOW 3.00
21 GRC/PVC 3/4" 5.00
22 RIGID COUP 3/4" 2.00
23 SEALTIGHT 3/4" 6.00
24 SEALTIGHT CONN 3/4" 2.00
25 WIRE#12 CU SOLID 291.00
26 WIRE#12 CU GROUND 97.00
27 1/8" PULL LINE 97.00
28 ----------
29 F - 5
30 EMT 3/4 50.00
31 EMT COURCOMP STEEL 3/4" 7.00
32 EMT CONN.COMP/IT STEEL 3/4" 2.00
33 CONDUIT SUPPORTS 3/4" 7.00
34 3/4 EMT 90 ELBOW 3.00
35 GRC/PVC 3/4" 5.00
36 RIGID COUP 3/4" 2.00
37 SEALTIGHT 3/4" 6.00
38 SEALTIGHT CONN 3/4" 2.00
39 WIRE#12 CU SOLID 2 6.00
40 WIRE#12 CU GROUND 82. 0
41 1/8" PULL LINE 82.0
42 ----------
Totals Material $1,015.62 Labor 67.66
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Line# Description Qty
43 ----------
Is Material $1,015.62 Labor 67.66
Correction made see
below
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
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Material Labor
# Description Qty Unit Price UOM Ext Price Hours UOM Ext Hours
1 RTU- 14
2 EMT 1 75.00 149.76 c 112.32 6.33 c 4.75
3 EMT COURCOMP STEEL V 10.00 113.42 c 11.34 35.00 c 3.50
4 EMT CONN.COMP/IT STEEL 1" 2.00 112.73 c 2.25 16.00 c .32
5 CONDUIT SUPPORTS V 10.00 1.46 e 14.60 .40 e 4.00
6 1 EMT 90 ELBOW 3.00 6.14 e 18.42 .25 e .75
7 GRC/PVC 1" 5.00 817.28 c 40.86 8.00 c .40
8 1 GALV RIGID COUPLING 2.00 3.14 e 6.28 .20 e .40
9 SEALTIGHT 1" 6.00 445.18 c 26.71 12.00 c .72
10 SEALTIGHT CONN 1" 2.00 475.95 c 9.52 .20 e .40
11 3 THHN CU SOLID 321.00 1,111.19 in 356.69 14.50 in 4.65
12 8 THHN CU GROUND 107.00 374.26 m 40.05 8.50 in .91
13 1/8" PULL LINE 107.00 7.19 in .77 5.10 m .55
14
15 MAU- 1
16 EMT 3/4 65.00 87.65 c 56.97 5.75 c 3.74
17 EMT COURCOMP STEEL 3/4" 9.00 73.80 c 6.64 30.00 c 2.70
18 EMT CONN.COMP/IT STEEL 3/4" 2.00 62.24 c 1.24 14.00 c .28
19 CONDUIT SUPPORTS 3/4" 9.00 1.46 e 13.14 .35 e 3.15
20 3/4 EMT 90 ELBOW 3.00 3.99 e 11.97 .22 e .66
21 GRC/PVC 3/4" 5.00 589.37 c 29.47 6.50 c .33
22 RIGID COUP 3/4" 2.00 2.42 e 4.84 .20 e .40
23 SEALTIGHT 3/4" 6.00 228.11 c 13.69 8.00 c .48
24 SEALTIGHT CONN 3/4" 2.00 553.81 c 11.08 .15 e .30
25 WIRE #12 CU SOLID 291.00 131.24 in 38.19 5.90 in 1.72
26 WIRE #12 CU GROUND 97.00 131.24 m 12.73 5.90 in .57
27 1/8" PULL LINE 97.00 7.19 in .70 216.00 in 20.95
28 ----------
29 F - 5
30 EMT 3/4 50.00 87.65 c 43.83 5.75 c 2.88
31 EMT COURCOMP STEEL 3/4" 7.00 73.80 c 5.17 30.00 c 2.10
32 EMT CONN.COMP/IT STEEL 3/4" 2.00 62.24 c 1.24 14.00 c .28
33 CONDUIT SUPPORTS 3/4" 7.00 1.46 e 10.22 .35 e 2.45
34 3/4 EMT 90 ELBOW 3.00 3.99 e 11.97 .22 e .66
35 GRC/PVC 3/4" 5.00 589.37 c 29.47 6.50 c .33
Total for section: PANEL LCK2 CONDUIT/CONDUCTOR $1,015.62 68.96
CREDIT
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Material Labor
# Description Qty Unit Price UOM Ext Price Hours UOM Ext Hours
36 RIGID COUP 3/4" 2.00 2.42 e 4.84 .20 e .40
37 SEALTIGHT 3/4" 6.00 228.11 c 13.69 8.00 c .48
38 SEALTIGHT CONK 3/4" 2.00 553.81 c 11.08 .15 e .30
39 WIRE #12 CU SOLID 246.00 131.24 m 32.29 5.90 m 1.45
40 WIRE #12 CU GROUND 82.00 131.24 m 10.76 5.90 m .48
41 1/8" PULL LINE 82.00 7.19 m .59 5.10 m .42
42 ----------
43 ----------
Total for section: PANEL LCK2 CONDUIT/CONDUCTOR $1,015.62 68.86
CREDIT
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
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Material Labor
Description Qty Unit Price UOM Ext Price Hours UOM Ext Hours
1 U- 14
2 E 1 75.00 149.76 c 112.32 6.33 c 4.75
3 EMT UP.COMP STEEL V 10.00 113.42 c 11.34 35.00 c 3.50
4 EMT CO COMP/IT STEEL 1" 2.00 112.73 c 2.25 16.00 c .32
5 CONDUIT PPORTS V 10.00 1.46 e 14.60 .40 e 4.00
6 1 EMT 90 EL B W 3.00 6.14 e 18.42 .25 e .75
7 GRC/PVC 1" 5.00 817.28 c 40.86 8.00 c .40
8 1 GALV RIGID CO LING 2.00 3.14 e 6.28 .00 e .00
9 SEALTIGHT 1" 6.00 445.18 c 26.71 12.00 c .72
10 SEALTIGHT CONN 1" 2.00 475.95 c 9.52 .20 e .40
11 3 THHN CU SOLID 321.00 1,111.19 m 356.69 14.50 m 4.65
12 8 THHN CU GROUND 107.00 374.26 m 40.05 8.50 m .91
13 1/8" PULL LINE 107.00 7.19 m .77 5.10 m .55
14
15 MAU- 1
16 EMT 3/4 65.00 87.65 c 56.97 5.75 c 3.74
17 EMT COUP.COMP STEEL 3/4" 9.00 73.80 c 6.64 30.00 c 2.70
18 EMT CONN.COMP/IT STEEL 3/4" 2.00 62.24 c 1.24 14.00 c .28
19 CONDUIT SUPPORTS 3/4" 00 1.46 e 13.14 .35 e 3.15
20 3/4 EMT 90 ELBOW 3.0 3.99 e 11.97 .22 e .66
21 GRC/PVC 3/4" 5.00 589.37 c 29.47 6.50 c .33
22 RIGID COUP 3/4" 2.00 .42 e 4.84 .00 e .00
23 SEALTIGHT 3/4" 6.00 228. 1 c 13.69 8.00 c .48
24 SEALTIGHT CONN 3/4" 2.00 553.81 c 11.08 .15 e .30
25 WIRE#12 CU SOLID 291.00 131.24 i 38.19 5.90 m 1.72
26 WIRE#12 CU GROUND 97.00 131.24 m 12.73 5.90 m .57
27 1/8" PULL LINE 97.00 7.19 m .70 216.00 m 20.95
28 ----------
29 F - 5
30 EMT 3/4 50.00 87.65 c 43.83 .75 c 2.88
31 EMT COUP.COMP STEEL 3/4" 7.00 73.80 c 5.17 30. c 2.10
32 EMT CONN.COMP/IT STEEL 3/4" 2.00 62.24 c 1.24 14.00 c .28
33 CONDUIT SUPPORTS 3/4" 7.00 1.46 e 10.22 .35 e 2.45
34 3/4 EMT 90 ELBOW 3.00 3.99 e 11.97 .22 e .66
35 GRC/PVC 3/4" 5.00 589.37 c 29.47 6.50 c .33
Total for section: PANEL LCK2 CONDUIT/CONDUCTOR $1,015.62 6 . 6
CREDIT
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Material Labor
# cription Qty Unit Price UOM Ext Price Hours UOM Ext Hours
36 RIGID 3/4" 2.00 2.42 e 4.84 .00 e .00
37 SEALTIGHT 3/4"" 6.00 228.11 c 13.69 8.00 c .48
38 SEALTIGHT CONN 3/4" 2.00 553.81 c 11.08 .15 e .30
39 WIRE #12 CU SOLID 246.00 131.24 m 32.29 5.90 m 1.45
40 WIRE #12 CU GROUND 00 131.24 m 10.76 5.90 m .48
41 1/8" PULL LINE 82.00 19 m .59 5.10 m .42
42 ----------
43 ---------- "
Total for section: PANEL LCK2 CONDUIT/CONDUCTOR 51,015.62 67.66
CREDIT
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Take-Off for Estimate: 'KWIA RFI#184 CONCESSION CHANGES CREDIT, : PANEL LCK4
CO UIT/CONDUCTOR CREDIT
Line # Description Qty
1 RTU - 16
2 EMT 1 50.00
3 MT COURCOMP STEEL 1" 7.00
4 E T CONN.COMP/IT STEEL 1" 2.00
5 CO UIT SUPPORTS 1" 7.00
6 1 EM 0 ELBOW 3.00
7 GRC/PV 1" 5.00
8 1 GALV RI D COUPLING 2.00
9 SEALTIGHT " 6.00
10 SEALTIGHT C 1" 2.00
11 3 THHN CU SOLI 246.00
12 8 THHN CU GRO 82.00
13 1/8" PULL LINE 82.00
14
15 F6
16 EMT 3/4 70.00
17 EMT COURCOMP STEEL 3/4" 9.00
18 EMT CONN.COMP/IT STEEL 3/4" 2.00
19 CONDUIT SUPPORTS 3/4" 9.00
20 3/4 EMT 90 ELBOW 3.00
21 GRC/PVC 3/4" 5.00
22 RIGID COUP 3/4" 2.00
23 SEALTIGHT 3/4" 6.00
24 SEALTIGHT CONN 3/4" 2.00
25 WIRE#12 CU SOLID 306.00
26 WIRE#12 CU GROUND 102.00
27 1/8" PULL LINE 102.00
28 ----------
29 MAU - 2
30 EMT 3/4 70.00
31 EMT COURCOMP STEEL 3/4" 9.00
32 EMT CONN.COMP/IT STEEL 3/4" 2.00
33 CONDUIT SUPPORTS 3/4" 9.00
34 3/4 EMT 90 ELBOW 3.00
35 GRC/PVC 3/4" 5.00
36 RIGID COUP 3/4" 2.00
37 SEALTIGHT 3/4" 6.00
38 SEALTIGHT CONN 3/4" 2.00
39 WIRE#12 CU SOLID 306.00
40 WIRE#12 CU GROUND 2.00
41 1/8" PULL LINE 10 . 0
42 ----------
Totals Material $1,105.13 Labor 59.26
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
ne# Description Qty
RECEPTACLE LCK4-32
44 MT 3/4 65.00
45 E OURCOMP STEEL 3/4" 9.00
46 EMT CO COMP/IT STEEL 3/4" 2.00
47 CONDUIT SUP TS 3/4" 9.00
48 3/4 EMT 90 ELBOW 3.00
49 GRC/PVC 3/4" 5.00
50 RIGID COUP 3/4" 2.00
51 SEALTIGHT 3/4" 6.00
52 SEALTIGHT CONN 3/4" 2.00
53 WIRE#12 CU SOLID 194.00
54 WIRE#12 CU SOLID 97.00
55 1/8" PULL LINE 97.00
56 ----------
57 ----------
Totals Material $1,105.13 Labor 59.26
Correction made see
below
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
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Material Labor
# Description Qty Unit Price UOM Ext Price Hours UOM Ext Hours
1 RTU- 16
2 EMT 1 50.00 149.77 c 74.89 6.33 c 3.17
3 EMT COURCOMP STEEL V 7.00 113.42 c 7.94 35.00 c 2.45
4 EMT CONN.COMP/IT STEEL 1" 2.00 112.73 c 2.25 16.00 c .32
5 CONDUIT SUPPORTS V 7.00 1.46 e 10.22 .40 e 2.90
6 1 EMT 90 ELBOW 3.00 6.15 e 18.45 .25 e .75
7 GRC/PVC 1" 5.00 817.28 c 40.86 8.00 c .40
8 1 GALV RIGID COUPLING 2.00 3.14 e 6.28 .20 e .40
9 SEALTIGHT 1" 6.00 445.64 c 26.74 12.00 c .72
10 SEALTIGHT CONN 1" 2.00 475.95 c 9.52 .20 e .40
11 3 THHN CU SOLID 246.00 1,111.19 in 273.35 14.50 in 3.57
12 8 THHN CU GROUND 82.00 374.26 m 30.69 8.50 in .70
13 1/8" PULL LINE 82.00 7.19 m .59 5.10 in .42
14
15 F6
16 EMT 3/4 70.00 87.65 c 61.36 5.75 c 4.03
17 EMT COURCOMP STEEL 3/4" 9.00 73.80 c 6.64 30.00 c 2.70
18 EMT CONN.COMP/IT STEEL 3/4" 2.00 62.24 c 1.24 14.00 c .28
19 CONDUIT SUPPORTS 3/4" 9.00 1.46 e 13.14 .35 e 3.15
20 3/4 EMT 90 ELBOW 3.00 3.99 e 11.97 .22 e .66
21 GRC/PVC 3/4" 5.00 589.37 c 29.47 6.50 c .33
22 RIGID COUP 3/4" 2.00 2.42 e 4.84 .20 e .40
23 SEALTIGHT 3/4" 6.00 228.11 c 13.69 8.00 c .48
24 SEALTIGHT CONN 3/4" 2.00 553.81 c 11.08 .15 e .30
25 WIRE #12 CU SOLID 306.00 131.24 in 40.16 5.90 in 1.81
26 WIRE #12 CU GROUND 102.00 131.24 m 13.39 5.90 in .60
27 1/8" PULL LINE 102.00 7.19 in .73 5.10 in .52
28 ----------
29 MAU- 2
30 EMT 3/4 70.00 87.65 c 61.36 5.75 c 4.03
31 EMT COURCOMP STEEL 3/4" 9.00 73.80 c 6.64 30.00 c 2.70
32 EMT CONN.COMP/IT STEEL 3/4" 2.00 62.24 c 1.24 14.00 c .28
33 CONDUIT SUPPORTS 3/4" 9.00 1.46 e 13.14 .35 e 3.15
34 3/4 EMT 90 ELBOW 3.00 3.99 e 11.97 .22 e .66
35 GRC/PVC 3/4" 5.00 589.37 c 29.47 6.50 c .33
Total for section: PANEL LCK4 CONDUIT/CONDUCTOR $1,105.13 60.96
CREDIT
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Material Labor
# Description Qty Unit Price UOM Ext Price Hours UOM Ext Hours
36 RIGID COUP 3/4" 2.00 2.42 e 4.84 .20 e .40
37 SEALTIGHT 3/4" 6.00 228.11 c 13.69 8.00 c .48
38 SEALTIGHT CONN 3/4" 2.00 553.81 c 11.08 .15 e .30
39 WIRE #12 CU SOLID 306.00 131.24 m 40.16 5.90 m 1.81
40 WIRE #12 CU GROUND 102.00 131.24 m 13.39 5.90 m .60
41 1/8" PULL LINE 102.00 7.19 m .73 5.10 m .52
42 ----------
43 RECEPTACLE LCK4-32
44 EMT 3/4 65.00 87.65 c 56.97 5.75 c 3.74
45 EMT COURCOMP STEEL 3/4" 9.00 73.80 c 6.64 30.00 c 2.70
46 EMT CONN.COMP/IT STEEL 3/4" 2.00 62.24 c 1.24 14.00 c .28
47 CONDUIT SUPPORTS 3/4" 9.00 1.46 e 13.14 .35 e 3.15
48 3/4 EMT 90 ELBOW 3.00 3.99 e 11.97 .22 e .66
49 GRC/PVC 3/4" 5.00 589.37 c 29.47 6.50 c .33
50 RIGID COUP 3/4" 2.00 2.42 e 4.84 .20 e .40
51 SEALTIGHT 3/4" 6.00 228.11 c 13.69 8.00 c .48
52 SEALTIGHT CONN 3/4" 2.00 553.81 c 11.08 .15 e .30
53 WIRE #12 CU SOLID 194.00 131.24 m 25.46 5.90 m 1.14
54 WIRE #12 CU SOLID 97.00 131.24 m 12.73 5.90 m .57
55 1/8" PULL LINE 97.00 7.19 m .70 5.10 m .49
56 ----------
57 ----------
Total for section: PANEL LCK4 CONDUIT/CONDUCTOR $1,105.13 60.86
CREDIT
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
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Material Labor
# escription Qty Unit Price UOM Ext Price Hours UOM Ext Hours
1 R - 16
2 EMT 50.00 149.77 c 74.89 6.33 c 3.17
3 EMT C P.COMP STEEL 1" 7.00 113.42 c 7.94 35.00 c 2.45
4 EMT CO COMP/IT STEEL 1" 2.00 112.73 c 2.25 16.00 c .32
5 CONDUITS PORTS V 7.00 1.46 e 10.22 .40 e 2.80
6 1 EMT 90 ELBO 3.00 6.15 e 18.45 .25 e .75
7 GRC/PVC 1" 5.00 817.28 c 40.86 8.00 c .40
8 1 GALV RIGID COU ING 2.00 3.14 e 6.28 .00 e .00
9 SEALTIGHT 1" 6.00 445.64 c 26.74 12.00 c .72
10 SEALTIGHT CONN 1" 2.00 475.95 c 9.52 .20 e .40
11 3 THHN CU SOLID 246.00 1,111.19 m 273.35 14.50 m 3.57
12 8 THHN CU GROUND 82.00 374.26 m 30.69 8.50 m .70
13 1/8" PULL LINE 82.00 7.19 m .59 5.10 m .42
14
15 F6
16 EMT 3/4 70.00 87.65 c 61.36 5.75 c 4.03
17 EMT COUP.COMP STEEL 3/4" 9.00 73.80 c 6.64 30.00 c 2.70
18 EMT CONN.COMP/IT STEEL 3/4" 2.00 62.24 c 1.24 14.00 c .28
19 CONDUIT SUPPORTS 3/4" . 0 1.46 e 13.14 .35 e 3.15
20 3/4 EMT 90 ELBOW 3.0 3.99 e 11.97 .22 e .66
21 GRC/PVC 3/4" 5.00 89.37 c 29.47 6.50 c .33
22 RIGID COUP 3/4" 2.00 .42 e 4.84 .00 e .00
23 SEALTIGHT 3/4" 6.00 228. c 13.69 8.00 c .48
24 SEALTIGHT CONN 3/4" 2.00 553.81 c 11.08 .15 e .30
25 WIRE#12 CU SOLID 306.00 131.24 40.16 5.90 m 1.81
26 WIRE#12 CU GROUND 102.00 131.24 m 13.39 5.90 m 60
27 1/8" PULL LINE 102.00 7.19 m .73 5.10 m .52
28 ----------
29 MAU- 2
30 EMT 3/4 70.00 87.65 c 61.36 75 c 4.03
31 EMT COUP.COMP STEEL 3/4" 9.00 73.80 c 6.64 30. c 2.70
32 EMT CONN.COMP/IT STEEL 3/4" 2.00 62.24 c 1.24 14.00 .28
33 CONDUIT SUPPORTS 3/4" 9.00 1.46 e 13.14 .35 e 3.15
34 3/4 EMT 90 ELBOW 3.00 3.99 e 11.97 .22 e .66
35 GRC/PVC 3/4" 5.00 589.37 c 29.47 6.50 c .33
Total for section: PANEL LCK4 CONDUIT/CONDUCTOR $1,105.13 59.
CREDIT
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Material Labor
# Description Qty Unit Price UOM Ext Price Hours UOM Ext Hours
36 GID COUP 3/4" 2.00 2.42 e 4.84 .00 e .00
37 SE IGHT 3/4" 6.00 228.11 c 13.69 8.00 c .48
38 SEALTI T CONN 3/4" 2.00 553.81 c 11.08 .15 e .30
39 WIRE #12 C OLID 306.00 131.24 in 40.16 5.90 m 1.81
40 WIRE #12 CU G UND 102.00 131.24 m 13.39 5.90 m .60
41 1/8" PULL LINE 102.00 7.19 in .73 5.10 m .52
42 ----------
43 RECEPTACLE LCK4-32
44 EMT 3/4 65.00 87.65 c 56.97 5.75 c 3.74
45 EMT COURCOMP STEEL 3/4" 9.00 73.80 c 6.64 30.00 c 2.70
46 EMT CONN.COMP/IT STEEL 3/4" 2.00 62.24 c 1.24 14.00 c .28
47 CONDUIT SUPPORTS 3/4" 9.00 1.46 e 13.14 .35 e 3.15
48 3/4 EMT 90 ELBOW 3. 3.99 e 11.97 .22 e .66
49 GRC/PVC 3/4" 5.00 89.37 c 29.47 6.50 c .33
50 RIGID COUP 3/4" 2.00 e 4.84 .00 e .00
51 SEALTIGHT 3/4" 6.00 228.11 13.69 8.00 c .48
52 SEALTIGHT CONN 3/4" 2.00 553.81 c 11.08 .15 e .30
53 WIRE #12 CU SOLID 194.00 131.24 m 46 5.90 m 1.14
54 WIRE#12 CU SOLID 97.00 131.24 in 12.7 5.90 m .57
55 1/8" PULL LINE 97.00 7.19 in .70 5. m .49
56 ----------
57 ----------
Total for section: PANEL LCK4 CONDUIT/CONDUCTOR S 1,105.13 59.
CREDIT
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Take-Off for Estimate: 'KWIA RFI#184 CONCESSION CHANGES CREDIT, : PANEL LCK5
DUIT/CONDUCTOR CREDIT
Line Description Qty
1 RTU - 15
2 MT 1 60.00
3 E COURCOMP STEEL 1" 8.00
4 EMT ONN.COMP/IT STEEL 1" 2.00
5 CONDU SUPPORTS 1" 8.00
6 1 EMT 90 E OW 3.00
7 GRC/PVC 1" 5.00
8 1 GALV RIGID CO LING 2.00
9 SEALTIGHT 1" 6.00
10 SEALTIGHT CONN 1" 2.00
11 3 THHN CU STRANDED 276.00
12 8 THHN CU STRANDED 92.00
13 1/8" PULL LINE 92.00
14
15 RECEPTACLE LCK5 - 26
16 EMT 3/4 60.00
17 EMT COURCOMP STEEL 3/4" 8.00
18 EMT CONN.COMP/IT STEEL 3/4" 2.00
19 CONDUIT SUPPORTS 3/4" 8.00
20 3/4 EMT 90 ELBOW 3.00
21 GRC/PVC 3/4" 5.00
22 RIGID COUP 3/4" 2.00
23 SEALTIGHT 3/4" 6.00
24 SEALTIGHT CONN 3/4" 2.00
25 WIRE#12 CU SOLID 184.00
26 WIRE#12 CU SOLID 92.00
27 1/8" PULL LINE 9 00
28 ----------
29 ----------
Totals Material $736.42 Labor 29.99
Correction made see
below
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
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Material Labor
# Description Qty Unit Price UOM Ext Price Hours UOM Ext Hours
1 RTU- 15
2 EMT 1 60.00 149.77 c 89.86 6.33 c 3.80
3 EMT COURCOMP STEEL V 8.00 113.42 c 9.07 35.00 c 2.80
4 EMT CONN.COMP/IT STEEL 1" 2.00 112.73 c 2.25 16.00 c .32
5 CONDUIT SUPPORTS 1" 8.00 1.46 e 11.68 .40 e 3.20
6 1 EMT 90 ELBOW 3.00 6.15 e 18.45 .25 e .75
7 GRC/PVC 1" 5.00 817.28 c 40.86 8.00 c .40
8 1 GALV RIGID COUPLING 2.00 3.49 e 6.98 .20 e .40
9 SEALTIGHT 1" 6.00 445.18 c 26.71 12.00 c .72
10 SEALTIGHT CONN 1" 2.00 475.95 c 9.52 .20 e .40
11 3 THHN CU STRANDED 276.00 1,111.19 in 306.69 14.50 in 4.00
12 8 THHN CU STRANDED 92.00 374.26 m 34.43 8.50 m .78
13 1/8" PULL LINE 92.00 7.19 m .66 5.10 in .47
14
15 RECEPTACLE LCK5 - 26
16 EMT 3/4 60.00 87.65 c 52.59 5.00 c 3.00
17 EMT COURCOMP STEEL 3/4" 8.00 73.80 c 5.90 30.00 c 2.40
18 EMT CONN.COMP/IT STEEL 3/4" 2.00 62.24 c 1.24 14.00 c .28
19 CONDUIT SUPPORTS 3/4" 8.00 1.45 e 11.60 .35 e 2.80
20 3/4 EMT 90 ELBOW 3.00 3.99 e 11.97 .22 e .66
21 GRC/PVC 3/4" 5.00 589.37 c 29.47 6.50 c .33
22 RIGID COUP 3/4" 2.00 2.42 e 4.84 .20 e .40
23 SEALTIGHT 3/4" 6.00 228.11 c 13.69 8.00 c .48
24 SEALTIGHT CONN 3/4" 2.00 553.81 c 11.08 .15 e .30
25 WIRE #12 CU SOLID 184.00 131.24 in 24.15 5.90 in 1.09
26 WIRE #12 CU SOLID 92.00 131.24 m 12.07 5.90 in .54
27 1/8" PULL LINE 92.00 7.19 m .66 5.10 in .47
28 ----------
29 ----------
Total for section: PANEL LCK5 CONDUIT/CONDUCTOR $736.42 30.79
CREDIT
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
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Material Labor
Description Qty Unit Price UOM Ext Price Hours UOM Ext Hours
1 U- 15
2 E 1 60.00 149.77 c 89.86 6.33 c 3.80
3 EMT URCOMP STEEL V 8.00 113.42 c 9.07 35.00 c 2.80
4 EMT CO COMP/IT STEEL 1" 2.00 112.73 c 2.25 16.00 c .32
5 CONDUIT S ORTS 1" 8.00 1.46 e 11.68 .40 e 3.20
6 1 EMT 90 ELBO 3.00 6.15 e 18.45 .25 e .75
7 GRC/PVC 1" 5.00 817.28 c 40.86 8.00 c .40
8 1 GALV RIGID COUPL G 2.00 3.49 e 6.98 .00 e .00
9 SEALTIGHT 1" 6.00 445.18 c 26.71 12.00 c .72
10 SEALTIGHT CONN 1" 2.00 475.95 c 9.52 .20 e .40
11 3 THHN CU STRANDED 276.00 1,111.19 m 306.69 14.50 m 4.00
12 8 THHN CU STRANDED 92.00 374.26 m 34.43 8.50 m .78
13 1/8" PULL LINE 92.00 7.19 m .66 5.10 m .47
14
15 RECEPTACLE LCK5 - 26
16 EMT 3/4 .00 87.65 c 52.59 5.00 c 3.00
17 EMT COURCOMP STEEL 3/4" 8. 73.80 c 5.90 30.00 c 2.40
18 EMT CONN.COMP/IT STEEL 3/4" 2.00 62.24 c 1.24 14.00 c .28
19 CONDUIT SUPPORTS 3/4" 8.00 .45 e 11.60 .35 e 2.80
20 3/4 EMT 90 ELBOW 3.00 3. e 11.97 .22 e .66
21 GRC/PVC 3/4" 5.00 589.37 29.47 6.50 c .33
22 RIGID COUP 3/4" 2.00 2.42 e 4.84 .00 e .00
23 SEALTIGHT 3/4" 6.00 228.11 c 13.69 8.00 c .48
24 SEALTIGHT CONN 3/4" 2.00 553.81 c 1 08 .15 e .30
25 WIRE 912 CU SOLID 184.00 131.24 m 24.1 5.90 m 1.09
26 WIRE#12 CU SOLID 92.00 131.24 m 12.07 . 0 m .54
27 1/8" PULL LINE 92.00 7.19 m .66 5.1 m .47
28 ----------
29 ----------
Total for section: PANEL LCK5 CONDUIT/CONDUCTOR $736.42 .99
CREDIT
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
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Material Labor
# Description Qty Unit Price UOM Ext Price Hours UOM Ext Hours
1 STEEL FLEX 3" 12.00 878.02 c 105.36 24.00 c 2.88
2 FLEX 90 CONN 3" 4.00 8,805.89 c 352.24 60.00 c 2.40
3 350 THHN CU STRANDED 208.00 6,501.97 in 1,352.41 34.00 in 7.07
4 2/0 THHN CU STRANDED 52.00 2,536.57 in 131.90 21.50 in 1.12
5 ----------
Total for section: LCK4 PANEL TO T K4 TRANSFORMER $1,941.91 13.47
CREDIT
LCK4 TO T-K4 CREDIT ADDED
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Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
VOL TM GULF BUILDING PCO #062
,;
K=YST R
NV2A/Gulf Keystar JV Project:20-2039-01-KWIA Concourse A and Terminal Improvements
9100 South Dadeland Blvd,Suite 600 Program
Miami,Florida 33156 3941 South Roosevelt Blvd.
Phone:(786)233-5060 Key West,Florida 33040
Prime Contract Potential Change Order #062: FKE - PBB Grounding
TO: Key West International Airport FROM: NV2A/Gulf Keystar JV
3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600
Key West,Florida 33040 Miami,Florida 33156
PCO NUMBERIREVISION: 062/0 _ CONTRACT* 20-2039-01 -Key West International
Airport Concourse A
REQUEST RECEIVED FROM: CREATED BY., Mansour Sodagari(NV2A/Gulf Keystar
JV)
STATUS: Pending-In Review CREATED DATE: 4/25/2024
REFERENCE: PRIME CONTRACT None
CHANGE ORDER:
FIELD CHANGE: No
LOCATION: ACCOUNTING METHOD: Amount Based
SCHEDULE IMPACT: PAID IN FULL. No
EXECUTED.* No _ SIGNED CHANGE ORDER
RECEIVED DATE:
TOTAL AMOUNT: $4,890.36.,
POTENTIAL CHANGE ORDER TITLE:FKE-PBB Grounding
CHANGE REASON:Client Request
POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows)
EKE---EDJ.3 QLiAinoing
This change order is to authorize PBB Grounding procurement and installation per RFI#290 response.The scope of work and cost breakdown are
provided in the attached proposal.
ATTACHMENTS:
.wwww.....
# Budget Cade _- Description _.. Amount
1 26-.00.10.10.S Electrical.Subcontractor PBB Grounding $4,445.78
ww-
2 99-.99.99.66.0 Procore OH&P.Other Prime Contract 10%Markup $444.58
Grand Total: $4,890.36
Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV
Inc.)
49 Court Street,Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600
Binghamton,New York 13901 Key West,Florida 33040 Miami, Florida 331
�hYIStOrryher Digitally slgRpd by
r Christophwtt Koprsc
KopecDate:202406.1917:01:34
p -04'Ob'
SIGNATURE DATE SIGNATURE 6.20.2024 DATE SIGNATUR DATE
NV2A/Guif Keystar JV Page 1 of 1 Printed On:4/25/2024 01:47 PM
Docusign Envelope ID:9A3E DEE 1-5560-49B8-9C26-748170387FDO
1�
W.1W A111111111111111 CLORIADA KFYS
, " J
A1W
ELECTRICINC.
PPiUMEIR ELECTRICAL CONTRACTOR
KWIA Concourse A & Terminal_Improvements
COR: RF1#290 PBB GROUNDING
"EE [,)AGES BELOW FOR DE"TAILS
TOTAL ADDITIONAL CHARGES $41445.78
NO OTHER SOW INCLUDED OTHER THAN WHAT 15 LISTED FOR RFI#184.
THIS CHANGE ORDER REQUEST 15 BEING OFFERED BY FLORIDA KEYS ELECTRIC INC,PROVIDED CHANGE ORDER PRICING WILL BE HELD AT FKES
DISCRETION,PENDING MARKET TRENDS.HOWEVER,FKE WILL DO THEIR BEST TO KEEP PRICING AS PROVIDED FOR 30 DAYS.
Jordan Collins
Project Manager
Email: 1.wr N.6iNv fi)f[ke etectric corn
Phone: (305) 296-4028 1 Mobile: (561) 371-8894 905 Overseas Hwy Key West, FL 33040
905 Overseas Hwy I Key West, FL 33040
(b ull/1--N
www.f Ikeyselectric,corn
/7\/--\
onovsign Envelope ID:ex3EoEE1 170387FoU
Florida Keys Electric
Estimate Summary
Bid#tKVV|ARF|#28OPBI3 GROUNDING [Date/Timne:4/ll/2024 12:30:58PIVI
Estimatmr/]im Spears Summary:TOTAL PROJECT
mme�� Cost Labor Hours
PBS GmoUwo|wompI#a90 0.00 }s.75
suacowTaAcTs Subtotal 0.00 15.75
Description Amount Total sac/mated Labor 15.75
Tata|Svb[ontracts uoo Labor� 125.00 1.968.75
m|RscT]08Expsws6 mate(Avg)
Description Amount OTHER LABOR
Total Expense 0.00 Description Hours Rate cxt mLauo,
ADDITIONAL MATERIAL Total Other Labor 000 0.00 0.00
Description Amount Total Estimated and 15.75 /as.00 1.e6e.7s
Total Additional Material 0.00 other Labor
ESTIMATE CONSTANTS QUOTES
SQ. FT. 0.00 Description Amount
WORLD QUOTE 1.628./*
Total Quotes 1.628.14
mccAp
mofTotal Description AdjTnta|s sq Ft$
000mmare,/al 0.00 m/w
*3.78%Quotes ).628.)4 N/A
nuo%snbs o�nn N/A
o.ou%CUe 0.00 m/x
52.94%Labor 1.968.75 w/a
Tax Rate: r.SoM 3.2e*Sales Tax /22.11
Sq. pc.cost N/A Prime Cost 3.719.00
mAnuup
overhead% 10o0mnve,oeau 371.90
subTotal 4.090.90
pmn,m s»o%p,orit 2134.54
Total onand
s76.1^
pn,nt
Base Price 4.2e5.44
mond% a.smwavnd 150.3*
Market Recovery/wisc 0100
sq,Ft.Price N/A Sell Price *.4*5J8
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Edit Move/Copy Preview ,
........._I.. ... ...._.__,... , j_. .__..u......
Take-off for: PBB GROUNDING RFI#29 ... .,� YkA
Recap Back To Estimate f
Close this window
Material Labor
# Description Qty Unit Price UOM Ext Price Hours UOM Ext Hours
I GROUND ROD INSTALLATION LABOR 7.00 .00 .00 1.50 e 10.50
2 CADWELD MOLD LABOR- CLEANING & 7.00 .00 .00 .25 e 1.75
PREP
3 CADWELD SHOT WELD LABOR -PREP 7.00 .00 .00 .50 e 3.50
4 ----------
Total for section: PBB GROUNDING RFI#290 $.00 15.75
Docusign Envelope ID:9A3E DEE 1-5560-49B8-9C26-748170387FDO
wftVVVHLU el tric Quotation
ec
A Sonepar Company QUOTE DATE QUOTE NUMBER
..............
WORLD ELECTRIC SUPPLY,INC.11010 NW 30TH ST SUITE 106 04/11/24 S054853771
DORAL,FL 33172-5032 PAGE NO.
305-436-1500 Fax305-7118-3820
Daniel.Williams@worldelectrlcsupply.com I of I
QUOTE M SHIP TO:
FLORIDA KEYS ELECTRIC INC FLORIDA KEYS ELECTRIC INC
905 OVERSEAS HWY 905 OVERSEAS HWY
KEY WEST, FL, 33040-5600 KEY WEST, FL 33040-5600
305-296-4028 305-296-4028
CDSTCMER NUMBER CUSTOMER ORDER N"ER JOB NAME QUOTED TO
48408 KWIA CO#RFI290 JIM
SALESPERSON SHIP VIA FREIGHT ALLOWED EXPIRATION DATE
11:59pm ET
DANIEL WILLIAMS TK01 No 04/10/24
ORDER�—m " UPC DESCRIPTION UNIT PRICE -U -TTT-i�ICE
--
70ft 98010033781 WIC BARE 3/0 STR19 SD MR 3399 . 799 m 237 . 99
Cuts : 1. @ 70 ft
lea 78285630639 ERC 633400 3/4X10FT SCT CU GRD RD 73 . 473 e 514 . 31
THREADED
lea 78366926218 ILSCO GPL-10 U-BOLT GRO CLAMP 43 . 875 e 307 . 13
IA ca 78285655581 ERC VBC2L MOLD, CABLE TO VERT 363 . 613 e 3'6-3°6-,-13
STL,VERT TAP DOWN 36161
** ESTIMATED 4-6 WEEK LEAD TIME
A.R.O. ***
10ea 78285651286 ERC 150PLUSF20 GRDG WELD METAL 29 . 300 e
APPROX. 5 DAY LEAD TIME
2()5,10
SU BTOTAL 1628,14
RM & CONDITIONS " �-,,,Subtota "-4989.56
OUR PRODUCTS AND SERVICES ARE SUBJECT TO, AND GOVERNED EXCLUSIVELY BY, OUR TERMS AND 9`40,,CRGS 0 0
CONDITIONS OF SALE, WHICH ARE INCORPORATED HEREIN AND AVAILABLE AT -le tam. 3 7 4
vmw.worldelectricsupply.can/terrns. ADDITIONAL OR CONFLICTING TERMS ARE REJECTED, VOID, AND OF ,�_ S - S
NO FORCE OR EFFECT, WIRE & PIPE PRICES ARE ONLY GOOD FOR THE CURRENT DAY.
Amount"- ��362-7,Qj
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
K
GULF BUILDING PCO #081
m" KeYST*'R
NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements
9100 South Dadeland Blvd,Suite 600 Program
Miami, Florida 33156 3941 South Roosevelt Blvd.
Phone: (786)233-5060 Key West, Florida 33040
Prime Contract Potential Change Order #081 : David Allen - Gate 8 Flooring
TO: Key West International Airport FROM: NV2A/Gulf Keystar JV
3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600
Key West, Florida 33040 Miami, Florida 33156
PCO NUMBER/REVISION: 081 /0 CONTRACT: 20-2039-01 -Key West International
Airport Concourse A
REQUEST RECEIVED FROM: CREATED BY: Mansour Sodagari(NV2A/Gulf Keystar
JV)
STATUS: Pending-In Review CREATED DATE: 8/5/2024
REFERENCE: PRIME CONTRACT None
CHANGE ORDER:
FIELD CHANGE: No
LOCATION: ACCOUNTING METHOD: Amount Based
SCHEDULE IMPACT: PAID IN FULL: No
EXECUTED: No SIGNED CHANGE ORDER
RECEIVED DATE:
TOTAL AMOUNT: $1,410.20
POTENTIAL CHANGE ORDER TITLE: David Allen-Gate 8 Flooring
CHANGE REASON:A/E Design Changes
POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows)
David Allen-Gate 8 Flooring
This change order includes the costs to furnish and install carpet tile and rubber base at Gate#8 vestibule for KWIA project(20-2039-01).
Further details are provided in the attached cost breakdown.
ATTACHMENTS:
David Allen-Gate 8 Revision 1.pdf
# Budget Code Description Amount
1 09-.65.19.10.3 Resilient I Vinyl Tile Cost Impact for Revision Dated 12/22/23 Gate 8 $1,282.00
Flooring.Subcontractor
2 99-.99.99.66.0 Procore OH&P.Other Prime Contract Markup $128.20
Grand Total: $1,410.20
Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV
Inc.)
49 Court Street,Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600
Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156
Signed by: Signed by: DocuSigned by:
E�visfap(u v S. 6r(t E�� ECADFCF2F31994F2
44x Pk4-U
062E1E84233B487... 8E65F52F4C2F4D3... .
SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE
9/9/2024 1 05:19:11 PDT 9/16/2024 1 05:54:54 PDT 8/25/2024 1 18:35:39 PDT
NV2A/Gulf Keystar JV Page 1 of 1 Printed On:8/25/2024 09:11 PM EDT
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
David Allen Company Reference 4 PCO#02
PROPOSED CHANGE ORDER DATE: 4/16/2024
:STNCE 1920
TO: NV2A/Gulf Keystar JV
Attn: Ryan Donnelly
Project:KWIA Concourse A&Terminal Improvements
RE:
Cost Impact for Revision Dated 12/22/23 Gate 8
Description of Changes:
1 Cost of Labor ....................................................................................................... $182
2 Insurance(includes Worlanan's Compensation, Social Security,or as otherwise required included above) ..... $0
3 Cost of Materials and sales tax ..................................................................................... $983
4 Equipment Rental and sales tax ...................................................................................... $0
5 Subtotal I(Detail Total)............................................................................................................................... $1,166
6 Overhead and Profit @ 10% ......................................................................................................................... $117
7 Subcontract Work,if applicable ................................................................................. $0
9 Subtotal II(add Lines5, 6 & 7)...................................................................................................................... $1,282
9 Guaranty Bond of 0%....................................................................................................................................... $0
TOTAL CHANGE ORDER(add Lines 8 and 9)............................................................................................... $1,282
NOTES:
1.Breakdown attached for further details.
Respectfully submitted,
Date Accepted
DAVID ALLEN COMPANY,INC.
Contractor or Owner
By:
Signature Frank Tomsey, Sr.Project Manager
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Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
K
GULF BUILDING PCO #082
m" KeYST*'R
NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements
9100 South Dadeland Blvd,Suite 600 Program
Miami, Florida 33156 3941 South Roosevelt Blvd.
Phone: (786)233-5060 Key West, Florida 33040
Prime Contract Potential Change Order #082: IRG - Gate 8 Signage
TO: Key West International Airport FROM: NV2A/Gulf Keystar JV
3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600
Key West, Florida 33040 Miami, Florida 33156
PCO NUMBER/REVISION: 082/0 CONTRACT: 20-2039-01 -Key West International
Airport Concourse A
REQUEST RECEIVED FROM: CREATED BY: Mansour Sodagari(NV2A/Gulf Keystar
JV)
STATUS: Pending-In Review CREATED DATE: 8/5/2024
REFERENCE: PRIME CONTRACT None
CHANGE ORDER:
FIELD CHANGE: No
LOCATION: ACCOUNTING METHOD: Amount Based
SCHEDULE IMPACT: PAID IN FULL: No
EXECUTED: No SIGNED CHANGE ORDER
RECEIVED DATE:
TOTAL AMOUNT: $27,262.99
POTENTIAL CHANGE ORDER TITLE: IRG-Gate 8 Signage
CHANGE REASON:A/E Design Changes
POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows)
Image Resource Group-Gate 8 Signage
This change order is to furnish and install Gate 8 signages per the RFI#267 response and revised signage drawings issued on 2/6/2024 for KWIA
project(20-2039-01).
Provided in the attachment are the items description,sign types,and cost breakdown.
ATTACHMENTS:
IRG-Gate 8 CO.pdf , RFI 267-Signage Meeting_Clarifications.pdf
# Budget Code Description Amount
1 10-.14.10.10.S Building Exterior and Interior Fabrication and Installation of Gate 8 Signage $24,784.54
Signs.Subcontractor
2 99-.99.99.66.0 Procore OH&P.Other Prime Contract Markup $2,478.45
Grand Total: $27,262.99
Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV
Inc.)
49 Court Street,Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600
Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156
Signed by: Signed by: DocuSigned by:
PA;ipq� EE
SE65F52F4C2F4D3... CADFCF2F31994F2...
SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE
9/9/2024 1 06:30:22 PDT 9/16/2024 1 06:00:31 PDT 8/25/2024 1 18:53:14 PDT
NV2A/Gulf Keystar JV Page 1 of 1 Printed On:8/25/2024 09:44 PM EDT
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
130 Pinnacle Point Court,Suite 101,Columbia,SC 29223
P:803-790-2121 F:803-790-2125
www.imageresourcegroup.com
"iiiIIIIIIIRgnRINGING DESIGN TO REALITY
Client NV2A/Gulf Building
Client Contact Alex Hyppolite
Project Name Key West International Airport
Proposal Number KW 2024-06-28 Change Order
Project Address 3491 S. Roosevelt Blvd Key West FL
Project Manager Jessica Trammell
Proposal Date Wednesday, August 21,2024
Project Scope
Fabrication and Installation of the Signage for Gate 8.
Project Timeline
Installation will be scheduled 8-10 weeks after receiving PO.
PROPOSALQUOTATION
1 Fabrication Sign Type F1 1 $ 16,212.14 $ 16,212.14
2 Fabrication Sign Type D 1 $ 867.10 $ 867.10
4 Fabrication Sign Type K 1 $ 84.00 $ 84.00
5 Fabrication 0 0 $ - $ -
Installation For all Signage Listed Above $ 4,057.08
Removals For all Existing Signage(If Needed) $ -
Crating&Shipping For all Signage Listed Above $ 1,743.98
Design/Project Management For all Signage Listed Above $ -
Permit Fees "Estimated Permit Fees
Sales Tax "Not included in proposal amount. $ 1,820.24
$ 24,784.54
Terms and Conditions are as follows unless otherwise negotiated in writing.
This proposal will be valid for 30 days from the date quoted; Image Resource Group reserves the right to requote and may not elect to
participate in a project without being given the opportunity to revisit pricing.
At a minimum,a progress billing will be submitted for completion of Fabrication and Freight. Image Resource Group reserves the right to
bill incrementally for these services if appropriate.
At a minimum,a progress billing will be submitted for completion of Installation and Related Services. Image Resource Group reserves
the right to bill incrementally for these services if appropriate.
TERMS are Net 30 unless advised otherwise prior to beginning any work.
NOTE:Changes in quantities and or additional signage/work will be adjusted in a change order as needed.
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
PROPOSAL QUOTATION
Client Approval
Signature
Print Name Date
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
G U L F B U I L B 1 N G NV2A/Gulf Keystar JV Project:20-2039-01 KWIA Concourse A and
NV K = HcevST- R 9100 South Dadeland Blvd,Suite 600 Terminal Improvements Program
Miami, Florida 33156 3941 South Roosevelt Blvd.
P: (786)233-5060 Key West, Florida 33040
RFI #267: Signage Meeting Clarifications
Status Closed on 02/26/24
To Judy Telford(Mead&Hunt) From Jessica Trammell(Image Resource Group,Inc.)
Riley Lawhorn(Jones Worley)
Don Koppy(Mead&Hunt)
Christopher Kopec(McFarland Johnson,Inc.)
Tang Fang(Mead&Hunt)
Date Initiated Jan 15,2024 Due Date Jan 22,2024
Location Project Stage
Cost Impact Schedule Impact
Spec Section Cost Code
Drawing Number Reference
Linked Drawings SG-A121a,SG-A123c, SG-A201, EL321F, EL311D,
SG-A200, EL601, EL605, EL321C, EL604, EL321A,
EL321B,EL602, 1601, M131
Received From Jessica Trammell(Image Resource Group,Inc.)
Copies To Tim Bergeron(NV2A/Gulf Keystar JV), Ryan
Donnelly(NV2A/Gulf Keystar JV),Gregg Gaston
(NV2A/Gulf Keystar JV),Alex Hyppolite(NV2A/Gulf
Keystar JV),Gustavo Lazaro(NV2A/Gulf Keystar
JV),Jose McSherry(NV2A/Gulf Keystar JV),
Antonio Pinto(NV2A/Gulf Keystar JV),Mansour
Sodagari(NV2A/Gulf Keystar JV)
Trade Finishes
Activity
Question Question from Jessica Trammell Image Resource Group,Inc.on Monday, Jan 15, 2024 at 11:26 AM EST
Per the meeting held on 1/15/24 between NV2A Gulf Keystar JV, Image Resource Group, McFarland Johnson,&Jones
Worley, please see the KWIA RFI 267 Attachment and review the following items. Please confirm items 1-6 are acceptable
and please provide the information requested in item 7.
1. For the hanging signs using resin and MDF board,we will be reducing the thickness of the board to 3/8". (As noted,we
will stay with 1/2"on the signs that will be on the floor)
2. For the ST-A signs,we will be using a retainer to create a more pleasing"flush"look to the sign to ensure gapping does
not occur at installation.
3. For signs that have the stainless swirl pattern,we will install the material across the full face of the resin.
4. The proposed beam clamp has been approved.
5. The sign that we will be making as a prototype(for the first article)will be a flag sign that will include the resin as well as
the stainless steel artwork.
6. We are requesting that 1"plywood blocking be installed by the contractor for the flag wall mounted signs.
7. Please confirm the ceiling height of the ceiling mounted signs.
Attachments
KWIA RFI 267 Attachment.pdf
NV2A/Gulf Keystar JV Page 1 of 2 Printed On:Aug 25,2024 09:40 PM EDT
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
RFI#267-Signage Meeting Clarifications Project:20-2039-01 KWIA Concourse A and Terminal Improvements
Program
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Official Response Response from Tang Fang Mead&Hunt on Friday,Feb 23,2024 at 08:19 PM EST
These are the other sheets that were affected by the response to this RFI.
Attachments
RFI 267 UPDATE-EL501.pdf,240920_RFI 267 Interior.pdf, RFI 267 UPDATE-EL602.pdf, RFI 267 UPDATE-EL321 B.pdf, I-
504.pdf, RFI 267 UPDATE-EL321A.pdf, RFI 267 UPDATE-EL321C.pdf
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
Official Response Response from Judy Telford Mead&Hunt on Wednesday,Feb 7, 2024 at 10:25 AM EST
Please refer to all the attached files for the full response. 1.That's acceptable. Reducing the MDF for the suspended signs
from'V'to 3/8".2. Yes,that's acceptable.Will use a%"faced channel clip to hold the sign panels'edges.3. Swirl patterned
metal panels will be adhered over the resin panels.4. Yes,that's acceptable.5. Yes,that's acceptable. Actual built sample
will be a flag style sign.Samples to include the resin samples for approval first and whole metal pattern.6. Utilizing 1"
plywood backup in stud walls/ceilings for supporting signs.7. Refer to reissued drawings for ceiling heights of ceiling
mounted signs. Use epoxy anchors for pylon signs—secured thru 2"topping slab into structural concrete.Note: Please review
the attached Transmittal PDF for the full formatted text.
Attachments
Transmittal_RFI-RFI#267-Signage Meeting Clarifications(Responded and Closed).pdf,RFI#267-MH Response.pdf,
Transmittal—RFI-RFI#267-Signage Meeting Clarifications(Responded and Closed).pdf
NV2A/Gulf Keystar JV Page 2 of 2 Printed On:Aug 25,2024 09:40 PM EDT
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
K
GULF BUILDING PCO #083
m" KeYST*'R
NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements
9100 South Dadeland Blvd,Suite 600 Program
Miami, Florida 33156 3941 South Roosevelt Blvd.
Phone: (786)233-5060 Key West, Florida 33040
Prime Contract Potential Change Order #083: Dash Door & Glass - Gate 8
Doors
TO: Key West International Airport FROM: NV2A/Gulf Keystar JV
3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600
Key West, Florida 33040 Miami, Florida 33156
PCO NUMBER/REVISION: 083/0 CONTRACT: 20-2039-01 -Key West International
Airport Concourse A
REQUEST RECEIVED FROM: CREATED BY: Mansour Sodagari(NV2A/Gulf Keystar
JV)
STATUS: Pending-In Review CREATED DATE: 8/5/2024
REFERENCE: PRIME CONTRACT None
CHANGE ORDER:
FIELD CHANGE: No
LOCATION: ACCOUNTING METHOD: Amount Based
SCHEDULE IMPACT: PAID IN FULL: No
EXECUTED: No SIGNED CHANGE ORDER
RECEIVED DATE:
TOTAL AMOUNT: $7,545.69
POTENTIAL CHANGE ORDER TITLE: Dash Door&Glass-Gate 8 Doors
CHANGE REASON:A/E Design Changes
POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows)
Dash Doors-Gate 8 Doors
This Change Order includes the costs associated with the Gate 8 Vestibule Doors#339 and#339 B for the KWIA project(20-2039-01).
The Change Order description and cost breakdown are provided in the attached document.This Change Order doesn't address any other costs affected
by this scope of work.
ATTACHMENTS:
Door, Frame and Hardware PCO2.pdf
# Budget Code Description Amount
1 08-.10.10.00.S Doors, Frames&Hardware(Material Change Door and Frames $6,859.72
Only).Subcontractor
2 99-.99.99.66.0 Procore OH&P.Other Prime Contract Markup $685.97
Grand Total: $7,545.69
Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV
Inc.)
49 Court Street,Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600
Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156
Signed by:
by:I Signed by: DocuSigned�by:
(,�VtSfbp�tV �, apcti 11/5/2024 10:5$p; lW,FS1,j��k13/2024 1 0 :2 ` `"PS 11/5/2024 1 10:49
nF�F1FRd�'32RdR7 I(�� '�'�' ttl�'llg
SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE
Christopher S. Kopec Richard Strickland Antonio Pinto
NV2A/Gulf Keystar JV Page 1 of 1 Printed On: 11/5/2024 01:32 PM EST
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
DASHDash Door & Glass Change Order Request
8800 NW 23rd Street
Miami, FL 33172 Order Number: PCO-02
OD GLASS Tel: (305)477-1164 Order Date: 04/26/2024
www.dashdoor.com
To: NV2A Gulf Keystar JV Project: Key West IACA&Terminal
9100 South Dadeland Blvd 3941 South Roosevelt Blvd.
Suite 600 Key West FL 33040
Miami FL 33156
We will not proceed,order,or deliver u ntil we have an authorized signature and approval on this form or you rwritten change orderto proceed.
Submitted To: Antonio Pinto Client Job#: 22063140 Plans Attached
Takeoff Attached El
Submitted By: Mario Rios Client PCOM Specifications Attached
Description of Work
Material
Opg#339&339B
Freight
Labor
Use Tax
Bond 1%
Not
REASON FOR CHANGE ORDER: Revision drawings per NV2A Document 4/1/24 &RFI #361.
- Please sign and/or provide a written directive to proceed referencing this change order. Dash Door&Glass shall not proceed with verba
change orders/directives.
-The project schedule shall be extended for the times that are involved in this change order for any material lead-times and installation.
- Lead time for HM Frames is 10-12 weeks from directive to proceed [and approved submittals].
- Lead time for HM Doors is 10-12 weeks from directive to proceed [and approved submittals].
- Lead time for Hardware is 8-10 weeks from directive to proceed [and approved submittals].
-This change order does NOT include material expediting or overtime(e.g., nights or weekends). If client requests to expediting/overtime
option, please notify your Dash Door&Glass Project Manager to explore the add'I costs.
-This price does not include amending/revising shop drawings for the AORs approval. If required, DD&G will provide a fee for that servi
This Change Order Includes the following for openings: 339&339B
Requested Amount of Change $6,859.72
Approved:
Name: Date:
Company: Date:
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Change Order Order: PCO-02
Continued... Date: 04/26/2024
Description of Work
Scope:Added new opening 339B.
-Material: $5,345.95
- Installation: $490.00
- Freight/Delivery to Jobsite: $589.74
-Use Tax: $374.22
- Bond: $59.81
Page 2 of 2
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Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
SCHEDULE OF FINISH HARDWARE
PROJECT
Name: C/O PCO2 KEY WEST IACA&TERMINAL(PCO 2)
Address: 3491 S ROOSEVELT BLVD
KEY WEST FL 33040
CONTRACTOR
Name: NV2A GROUP
Address: 9100 SOUTH DADELAND BLVD
MIAMI FL 33156
ARCHITECT
Name: MCFARLAND JOHNSON
Address: 2409 NORTH ROOSEVELT BLVD,SUITE 4
KEY WEST FL 33040
DASHDASH DOOR&GLASS C/O PCO2 KEY WEST IACA&TERMINAL(PCO 2)
8800 NW 23RD ST. Prepared Date: 1-17-2024
DOOR & MIAMI,FL 33172 22063140
www.dashdoor.com Submitted By: BENJAMIN SCHULTZ
OD GLASS Prepared By: AMY DALSING,AHC, DHT
Page 12 of 22
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
GENERAL HARDWARE NOTES
GENERALHARDWARENOTES:
1.The intent of this Hardware Schedule isto shownfomhation only.Approval of this Schedule vvill lake precedence over any
ihfomhationgivenbylheArdhi-carat Drawings&Specifications.Therefore,the installer mustuselhe approved hadvvareschedule
forinstallation.
2 Dash Door&Gassvvill not be held responsbleforfaclorydelays Hardwarevvill be ordered promplyonoewehavereeeivedall
ihformatonandAPPRCk/EDHardwareSchedule. EveryathmptvvilbemadetomaintaintheProjectsMathrialDeliverySchedules.
3. Door&Fran ie inibnTiation asshami is not hiendedibr fie use of olherTradesand Dash Door&Gasswill not be held
responsiblefo ritsaccu racy.
4. Dash Door&Glass is not responsblefor matching Nem Harduvareto Existing Condifons.
a No Back-Chaigeswill be aooepted unlessagreed byDash Door&Gass i n writing prior to an ywork being perfomhed.
6.AnyRemsonsorChangesmade after reeeiptofAppiovedHardwaieScheduleswill be subject toa Processing&Engineering
FeeinadditiontoMalerialQrole.All changeswill then bernadeonSupplernenlary0ders Materialnolongerrequiredvvillbe
to m edove rto Owner'sAtti cSto ck.
7.All Lodcs&Gylihdersnrustbe installed aspertheAppro ed HarJAare Schedule and KeySchedula Dash Door&Glasswill not
be responsible if this procedure is notfoloWecl and if Locks&Cylindersare not conedlylocaled in aeoordaneewith 1heApprmed
Schedules.
8.OverheadStopsorHoldersnrust be installed first whenused in oonjundionwith DoorClosers.
9.All Exit Devicesforpoorsotherthan 36"or48"must be Trimmed i n th efield bythe Installer.
10.AnyTods,Wrenches,hstrudions&IVlahtenaneeSheelsor inbffnatm pad<edWih Lodes,Gosers,E)dt Devices& other
Hardware Itemsaretobetu medovertotheOwner.
11.Somerrodel DoorClosersareadaptabletoamultiplerreansof installation wihoutfurtherparts required.Thefollovvingare
th ree(3)eor,7nan mehodsof applicaions:a.Standard RegularArmDoor Mounied(Pu II Side}b.Parallel ArmFrame Slap Moa nt
(Push Side} c.Top JambAbove Door Mount(Push Side} ""Before installation of Door Closer,refertothe Hardmere Schedule
for the rrehodof application°ree of svving for each opening and usethe approprialeTemplate andbr Installation hstrudion.
ThedegreeoftheopeninglistedisapproAniab&should not be used loinstall the DoorCloser.The hstallerrrustdeterminethe
Maxi mu mDegreeoftheopeningbasedon Field ConditionsbeforeinstallingtheDoorCloser.
12 All Hardwaremustbeinslalledwith the FaslenersprovidedbylheManufadarer.TheuseofFaslenersoherthanhose
provided can cause Ha rdwa re Failu re&Voidth e Man ufactu re r'sWarranty.
la Theuseof Pov er Tools ISNOT RECCMVENDEDforinstallation of Hardwareas this causes Overtightuning&Darrngestoth e
Fasten erHeads.Thiswillcause Hard ware Fail ure&also VoidtheManufacturer'sWarranty.
14. SedricianrrustrevieAWall MaclnetTernplab,Installation lnsiructonandHardwareSchedukAodetermineproperloca4onof
MagnetJunction Box.
la EvenifaManr arerindudesThru-BdtsorSex4VLds&BdtsaspartoftheirStandardFaslenerPadkage,thelnslallershall
refertoth eArdh ik--dsSpecificationsforproper FasbnerusageBEFOREDringDoorsforBolts.
16. For SurfaeeAppled Hardvare,Ardhihdarel Drawings&Specified Mouningdescriptionswill take precedeneeover
Man ufactu rer'ssu pp lied Moun tin g Instructions&Installer'ssuggestedmoun tin gIocations.
17.AnyHolesrequirecifor Wiring of all Su rfaceApplied Electronic Hardware to be done in th e field by the Installation Contraclor.
DASH DOOR&GLASS C/O PCO2 KEY WEST IACA&TERMINAL(PCO 2)
DASH 8800 NW 23RD ST.
DOOR & MIAMI,FL 33172 22063140
www.dashcoor.com Submitted By: BENJAMIN SCHULTZ
OD GLASS Prepared By: AMY DALSING,AHC, DHT
Page 13 of 22
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
KEYING NOTES
THIS IS TO BE A NEW BEST PATENDED KEY SYSTEM WITH "UNKNOWN"
KEYWAY - OWNER TO PROVIDE KEYWAY
Permanent cylinders are to be BEST, SMALL FORMAT INTERCHANGEABLE CORES,
COMBINATED, 7-PIN WITH:
1. 2 Keys for each permanent core,
2. 6 Master keys
3. 2 Control Keys,
4. Provide Cut Keys, nickel silver, with standard bows, stamped with the phrase "DO NOT
DUPLICATE."
5. Furnish 12 Construction Keys &2 Construction Control Keys for the owner's use during
project.
Keying for all locks to be determined during a keying meeting to be arranged
between BEST ACCESS and the Owner at a later date.
Owner's Representative Contact information & final keys/cores shop to address or to
scheule a keying meeting as required.
NAME:
PHONE NUMBER:
EMAIL:
ADDRESS:
OWNER SHALL RETURN CONSTRUCTION CORES TO DASH DOOR & GLASS
AFTER PROJECT CLOSE OUT.
O & M INFORMATION
' NOTE: It is the responsibility of the General Contractor to keep and provide any
special tools supplied by the hardware manufacturer. These are packed with each
piece of hardware and should be incorporated into the close out documents at the end
of the project.
DASH DOOR&GLASS C/O PCO2 KEY WEST IACA&TERMINAL(PCO 2)
DASH 8800 NW 23RD ST.
DOOR & MIAMI,FL 33172 22063140
www.dashcoor.com Submitted By: BENJAMIN SCHULTZ
OD GLASS Prepared By: AMY DALSING,AHC, DHT
Page 14 of 22
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
HARDWARE MANUFACTURERS
Abbreviation Name
ABH ABH
BES BEST ACCESS SYSTEMS
BHI BEST Hinges
BPH BEST PHI
DKB DORMAKABA
PEM PEMKO
ROC ROCKWOOD
SEC SECURITRON
TRI TRIMCO
DASH DOOR&GLASS C/O PCO2 KEY WEST IACA&TERMINAL(PCO 2)
DASH 8800 NW 23RD ST.
DOOR & MIAMI,FL 33172 22063140
www.dashdoor.com Submitted By: BENJAMIN SCHULTZ
OD GLASS Prepared By: AMY DALSING,AHC, DHT
Page 15 of 22
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
HARDWARE FINISHES
Finish Description
26D CHROMIUM PLATED,SATIN
626 US26D SATIN CHROMIUM PLATED
630 SATIN STAINLESS STEEL
630 W
689 ALUMINUM
A MILL FINISH ALUMINUM
BK BLACK
BL BLACK
US28 SATIN ALUMINUM
US32D SATIN STAINLESS STEEL
DASH DOOR&GLASS C/O PCO2 KEY WEST IACA&TERMINAL(PCO 2)
DASH 8800 NW 23RD ST.
DOOR & MIAMI,FL 33172 22063140
www.dashdoor.com Submitted By: BENJAMIN SCHULTZ
OD GLASS Prepared By: AMY DALSING,AHC, DHT
Page 16 of 22
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
DOOR INDEX
Mark Heading# Mark Heading# Mark Heading#
339 44.1
339B 19.1
DASHDASH DOOR&GLASS C/O PCO2 KEY WEST IACA&TERMINAL(PCO 2)
8800 NW 23RD ST. Prepared Date: 1-17-2024
DOOR & MIAMI,FL 33172 2206314
www.dashdoor.com Submitted By: BENJAMIN SCHULTZ
OD GLASS Prepared By: AMY DALSING,AHC, DHT
Page 17 of 22
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
HARDWARE SCHEDULE
Heading 19.1
Mark KeyGroup Qty Mode Description Location Size/Material/Rating Hand Degree
339B 1 SGL DOOR EXTERIOR TO GATE 8 3-6 x 7-0 x 1 3/4 LH 180
VESTIBULE 339 HMD Door/HMF Frame
60 MIN Door/60 MIN Frame
DASHDASH DOOR&GLASS C/O PCO2 KEY WEST IACA&TERMINAL(PCO 2)
8800 NW 23RD ST. Prepared Date: 1-17-2024
DOOR & MIAMI,FL 33172 2206314
www.dashdoor.com Submitted By: BENJAMIN SCHULTZ
Prepared By: AMY DALSING,AHC, DHT
.OD G LASS
Page 18 of 22
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
HARDWARE SCHEDULE
Arch Set Name: 19
Opening to receive:
Attached
Qty UM Type Description To Finish Mfgr
3 EA HINGE,5, HVY WT CB199 5 X 4-1/2 X NRP 630W BHI
1 EA ELECTRIC POWER PT1000EZ US28 ABH
TRANSFER
1 EA ELECTRIC MORTISE LOCK 45HW-7-TWEU-14-J X BEST PREFERRED PATENTED X C 626 BES
ELECTRONICALLY
UNLOCKED
1 EA CONSTRUCTION CORE 7190224 BES
1 EA CLOSER,REGULAR ARM HD8056 XAF80P X PC X SNDTPK 689 BES
MOUNT CLOSER ON PULL SIDE OF DOOR
1 EA KICK PLATE K1050 X 3BE X CSK X 10 X 40 US32D ROC
1 EA WALL STOP 1270WV 630 TRI
1 EA THRESHOLD 2005AV X MSES25 X 42 W A PEM
1 EA GASKETING S88BL18 BL PEM
1 EA DOOR POSITION SWITCH DPS-M-BK(B/O, FOR REF ONLY) BK SEC
1 EA POWER SUPPLY DKPS-2A DKB
1 EA WIRING HARNESS WH-6E BHI
FROM POWER TRANSFER TO POWER SUPPLY
CECO FL#16355.2,ASSEMBLY 10,NOT WATER INFILTRATION RATED
NOTE:GASKETING PER FL#REQUIREMENTS.
NOTE: EXIT DEVICE WAS CHANGED TO AN ELECTRIFIED LOCK TO COMPLY WITH FL#REQUIREMENTS FOR AN
INSWING DOOR.
NOTE:RACEWAY AND MOLEX CONNECTION CABLE BY HOLLOW METAL MANUFACTURER.
NOTE: FLOOR STOP/HOLDER NOTALLOWED ON FIRE RATED OPENINGS PER NFPA80.
NOTE: CARD READER, DOOR POSITION SWITCH,WALL MOUNTED ALARM,WIRING DIAGRAMS AND OTHER ELECTRICAL ACCESSORIES
NOT LISTED TO BE PROVIDED AND INSTALLED BY OTHERS,NOT DASH DOOR&GLASS.
OPERATIONAL DESCRIPTION: CARD READER RELEASES TROM ON ELECTRONIC LOCKSET ALLOWING ENTRY. CARD-KEYPAD
ON THE INTERIOR SHUNTS ALARM AND RELEASES TRIM ALLOWING EGRESS. MECHANICAL KEY IN CYLINDER RETRACTS LATCHBOLT
FOR ENTRY. DOOR RE-LOCKS AFTER CLOSURE. DOOR POSITION SWITCH MONITOR THE DOOR STATUS.
3-11-2024 CHANGE FIRE RATING FROM 60MIN TO 45MIN PER REVISION 1.
4-5-2024 CHANGE OPENING WIDTH FROM 3'0"TO 3'6", CHANGE ARCHITECT SET FROM 43 TO 19 PER GATE 8 ADDITION.
—CONTRACTOR TO PROVIDE DOOR POSITION SWITCH TEMPLATE.
DASHDASH DOOR&GLASS C/O PCO2 KEY WEST IACA&TERMINAL(PCO 2)
8800 NW 23RD ST. Prepared Date: 1-17-2024
D00R & MIAMI,FL 33172 2206314
www.dashdoor.com Submitted By: BENJAMIN SCHULTZ
Prepared By: AMY DALSING,AHC, DHT
.OD G LASS
Page 19 of 22
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
HARDWARE SCHEDULE
Heading 44.1
Mark KeyGroup Qty Mode Description Location Size/Material/Rating Hand Degree
339 1 SGL DOOR HOLDROOM 302 FROM 3-0 x 7-0 x 1 3/4 LHR 180
GATE 8 VESTIBULE 339 HMD Door/HMF Frame
45 MIN Door/45 MIN Frame
DASHDASH DOOR&GLASS C/O PCO2 KEY WEST IACA&TERMINAL(PCO 2)
8800 NW 23RD ST. Prepared Date: 1-17-2024
DOOR & MIAMI,FL 33172 2206314
www.dashdoor.com Submitted By: BENJAMIN SCHULTZ
Prepared By: AMY DALSING,AHC, DHT
.OD G LASS
Page 20 of 22
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FDO
HARDWARE SCHEDULE
Arch Set Name: 19
Opening to receive:
Attached
Qty UM Type Description To Finish Mfgr
3 EA HINGE,5, HVY WT CB199 5 X 4-1/2 X NRP 630W BHI
1 EA ELECTRIC POWER PT1000EZ US28 ABH
TRANSFER
1 EA RIM EXIT DEVICE ELECTRIC 3ROC-DE-FLE2103 X 4908D X S300 X FSE X 3-6(FACTORY 630 BPH
LOCK/UNLOCK OUTSIDE CUT<10)
TRIM
1 EA MORTISE CYLINDER 1 E-7-4-S2-RP2 X BEST PREFERRED PATENTED 626 BES
STANDARD MORTISE
FOR EXIT RAIL
1 EA RIM CYLINDER STANDARD 12E-7-2-S2-RP2 X BEST PREFERRED PATENTED 626 BES
RIM
FOR EXIT TRIM
1 EA CONSTRUCTION CORE 7190224 BES
1 EA CLOSER,PARALLELARM HD8056 X SIDS X PC X SNDTPK 689 BES
MOUNT CLOSER ON PUSH SIDE OF DOOR
1 EA KICK PLATE K1050 X 3BE X CSK X 10 X 40 US32D ROC
1 EA WALL STOP 1270WV 630 TRI
1 EA GASKETING S88BL18 BL PEM
1 EA DOOR POSITION SWITCH DPS-M-BK(B/O, FOR REF ONLY) BK SEC
1 EA WIRING HARNESS WH-6E BHI
FROM POWER TRANSFER TO POWER SUPPLY
1 EA POWER SUPPLY PS161-6 BPH
NOTE: RACEWAYAND MOLEX CONNECTION CABLE BY HOLLOW METAL MANUFACTURER.
NOTE:TOUCHBAR MONITORING NOT AVAILABLE WITH DELAYED EGRESS FUNCTION ON EXIT DEVICE.
NOTE: FLOOR STOP/HOLDER NOT ALLOWED ON FIRE RATED OPENINGS PER NFPA80.
NOTE: CARD READER, DOOR POSITION SWITCH,WALL MOUNTED ALARM,WIRING DIAGRAMS AND OTHER ELECTRICAL ACCESSORIES
NOT LISTED TO BE PROVIDED AND INSTALLED BY OTHERS,NOT DASH DOOR&GLASS.
OPERATIONAL DESCRIPTION:DELAYED EGRESS EXIT DEVICE. CARD KEYPAD READER WILL SHUNT ALARM AND WILL ALLOW
IMMEDIATE EXITING WITHOUT DELAY.CARD READER WILL UNLOCK THE EXTERIOR LEVER ALLOWING ENTRY.WHEN FIRE
ALARM IS ACTIVATED EXIT DEVICE ALLOWS FOR EXITING WITHOUT DELAY. MECHANICAL KEY IN CYLINDER RETRACTS
LATCHBOLT FOR ENTRY.DOOR POSITION SWITCH MONITOR THE DOOR STATUS.
3-11-2024 CHANGE FIRE RATING FROM 60MIN TO 45MIN PER REVISION 1.
4-5-2024 CHANGE OPENING WIDTH FROM 3'0"TO 3'6", CHANGE ARCHITECT SET FROM 43 TO 19 PER GATE 8 ADDITION.
—CONTRACTOR TO PROVIDE DOOR POSITION SWITCH TEMPLATE.
DASHDASH DOOR&GLASS C/O PCO2 KEY WEST IACA&TERMINAL(PCO 2)
8800 NW 23RD ST. Prepared Date: 1-17-2024
D00R & MIAMI,FL 33172 2206314
www.dashdoor.com Submitted By: BENJAMIN SCHULTZ
Prepared By: AMY DALSING,AHC, DHT
.OD G LASS
Page 21 of 22
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
HARDWARE SCHEDULE
End of Schedule
DASHDASH DOOR&GLASS C/O PCO2 KEY WEST IACA&TERMINAL(PCO 2)
8800 NW 23RD ST. Prepared Date: 1-17-2024
D00R & MIAMI,FL 33172 2206314
www.dashdoor.com Submitted By: BENJAMIN SCHULTZ
Prepared By: AMY DALSING,AHC, DHT
10D G LASS
Page 22 of 22
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
TIC GULF BUILDING P(;( #()$ i iirl ", �'
mn
NV =7KlEYST*R
NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements
9100 South Dadeland Blvd,Suite 600 Program
Miami,Florida 33156 3941 South Roosevelt Blvd.
Phone:(786)233-5060 Key West,Florida 33040
Prime Contract Potential Change Order #085: Lotspeich - R19 Batt
Insulation RFI 368.1
TO: Key West International Airport FROM: NV2A/Gulf Keystar JV
3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600
Key West,Florida 33040 Miami,Florida 33156
PCO NUMBERIREVISION: 085/0 CONTRACT: 20-2039-01-Key West International
Airport Concourse A
REQUEST RECEIVED FROM: CREATED BY: Mansour Sodagari(NV2A/Gulf Keys(ar
JV)
STATUS: Pending-In Review CREATED DATE: 8/16/2024
REFERENCE: PRIME CONTRACT None
CHANGE ORDER:
FIELD CHANGE:, No
LOCATION: ACCOUNTING METHOD: Amount Based
SCHEDULE IMPACT: PAID IN FULL: No
EXECUTED: No SIGNED CHANGE ORDER
RECEIVED DATE:
TOTAL AMOUNT: $6,892.60
POTENTIAL CHANGE ORDER TITLE:Lotspeich-RI Batt Insulation RFI 368.1
CHANGE REASON:A/E Design Changes
POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows)
In response to RFI 368 1 this change order authorizes furnish and install R-19 Batt Insulation in the Clerestory Sill at low roof of the KWIA project(20-
2039-01).
Cost breakdown and CO description are attached for further details.
ATTACHMENTS:
# Budget Code Description Amount
1 09-:29.10.30.S Gypsum Board I Framing i R19 Batt Insulation $6,266.00
Finish.Subcontractor
2 99-.9 9.99.66.0 Procore OH&P.Other Prime Contract Markup $626.60
Grand Total: $6,892.60
Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV
Inc.)
49 Court Street, Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600
Binghamton,New York 13901 Key West,Florida 33040 Miami,Florida 33156
Christopher Digitally signed by Christopher w
Kopec
Kopec Dafe:2024.12A50438.24-05'00'
SIGNATURE DATE IGNATU E ,lO.2O24�' DATE ATURE DATE
NV2A/Gulf Keystar JV Page 1 of 1 Printed On:8/16/2024 06:44 PM EDT
onovsign Envelope ID:ex3EoEE1 170387FoU
*
j7onsmkorlm ESTABLISHED1928
August 9. 2024
Antonio Pinto
NV2A I Gulf Building
34S1G Roosevelt Blvd.
Key West, FL33O4O
Re: KVV|A—RF| 3G8.1 Added Work Scope
LotspeiuhR(|O1G2G42-OO6
Dear Mr. Pinto,
VVe submit this proposal for the above referenced subject.
Scol2e and Price_of the Work
Per the RF| 368.1 Response, R1Sbedinsulation is required tobe furnished and installed in the Clerestory sill.
This is the only change in work that affects our scope. The added blocking for Fry Reglet attachment is excluded
from the price as this work ie being performed bya different subcontractor.
The price for the work above is$6,266.
Please forward change order to the contract for the total above if you would like t# proceed.
reasonable and accurately reflects�eaddi�umm|wm�and cost�rtbmchange wthe
~—'------~ ------ -- -that �� proposal m � wd�� x* �� Wmep�xto�e issuance'�aChange
Authorization by �� the right �n�r�v m �
------ ---NV2A I Gulf Building. This proposal iowithdrawn if not accepted wMhmthirty days from August g.2024.
LotspeichCompunymoomonoUngmxanumm*uiuomo|eimanurecovoroom ahnofordeloy.omonxivn.ucce|owVon.ummpion.
interference,loss vf production,inefficiency and other schedule impacts which the cumulative effect of this change and others may cause or
should such changes constitute m cardinal change.
Very truly yours,
LOTSPE|CH COMPANY INC.
-
Aaron Elston
Project Manager
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
ESTIMATE WORKSHEET
100%1-10
J:d OTSMERWOn
ESTABLISHED 1928
KWIA LOTS#: 006
RFI 368.1 Added Work Scope JOB#: 16-2542
Material QUANTITY UNIT TOTAL
Faced Sound Batt Insulation(R19 x 16) 55 41.850 2,301.75
Delivery Fee 1 20.000 20.00
TOTAL MATERIAL 2,321.75
SALES TAX 174.13
TOTAL MATERIAL 2,495.88
CATEGORY HOURS RATE TOTAL
CARPENTER/MECHANIC(NET) 50 42.60 2,130
LABORER/DRIVER 4 28.40 114
CARPENTER FOREMAN/SUPERINTENDENT 5 56.80 284
PER DIEM($300 PER MAN DAY) 2 300.00 600
TOTAL LABOR 3,128
TOTAL MATERIAL 2,496
SUBTOTAL 5,623
CONTRACTOR'S OHF 562
BOND 80
TOTAL 6,266
Docusign Envelope ID:9A3E DEE 1-5560-49B8-9C26-748170387FDO
NIV O LWWWO GUI SUILONG NV2A/Gulf Keystar JV Project:20-2039-01 KWIA Concourse A and
O."Kr=-Ys-r*P 9100 South Dadeland Blvd,Suite 600 Terminal Improvements Program
K Miami,Florida 33156 3941 South Roosevelt Blvd.
P:(786)233-5060 Key West,Florida 33040
RFI #368.1: Clerestory Wall Assembly Follow Up
Status Closed on 08/01/24
TO Christopher Kopec(McFarland Johnson,Inc.) From Ryan Donnelly(NV2A/G u If Keystar JV)
Don Koppy(Mead&Hunt) 9100 South Dadeland Blvd,Suite 600
Oren Guttmann(McFarland Johnson,Inc.) Miami,Florida 33156
Tang Fang(Mead&Hunt)
Tonya Wood(Mead&Hunt)
Judy Telford(Mead&Hunt)
Date Initiated Jul 25,2024 Due Date Aug 1,2024
Location Project Stage
Cost Impact Schedule Impact
Spec Section Cost Code
Drawing Number Reference
Linked Drawings M-01
Received From
Copies To Tim Bergeron(NV2A/Gulf Keystar JV),Kirk
Boothroyd(McFarland Johnson,Inc.),Kellen
Donnelly(NV2A/Gulf Keystar JV),Ryan Donnelly
(NV2A/Gulf Keystar JV),Gregg Gaston(NV2A/Gulf
Keystar JV),Alex Hyppolite(NV2A/Gult Keystar JV)
,Gustavo Lazaro(NV2A/Gulf Keystar JV),Joseph
L.Petzack(McFarland Johnson,Inc.),Antonio Pinto
(NV2A/Gulf Keystar JV),Jasmine Sander
(NV2A/Gulf Keystar JV),Claudio Santos(NV2AYGulf
Keystar JV),Mansour Sodagarl(NV2A/Gulf Keystar
JV),Gabriel Valladares(NV2AJGulf Keystar JV)
Trade Waterproofing
Activity
Question Question from Ryan Donnelly NV2A/Gulf Keystar JV on Thursday,Jul 25, 2024 at 03:55 PM EDT
The response to RFI 368 stated"Fasteners type and spacing is determined by the,roofing contractor,similar to the fastener
spacing for other conditions,per the performance requirements listed in the specifications.
Similar to the stud walls at the change in the roof heights of the PVC roofing system,this condition is also no different than
what was included in the approved submittal for the east wall of PVC roofing system. See submittat pages 44,45,and 46."
Please see the attached response from Decktight(KWIA RFI 368.1 Attachment)to the response to RFI 368.Please advise if
the insulation shall only be attached at every stud(16"o.c.).If additional attachment is required,please advise.
Attachments
KWIA RFI 368.1 Attachment.pdf
Official Response Response from Judy Telford Mead&Hunt on Thursday Aug 1,2024 at 03:31 PM EDT
See attached response for MH comments Note:Please review the attached Transmittal PDF for the full formatted text.
Attachments
Transmittal—RFI-RFI#368.1 -Clerestory Wall Assembly Follow Up(Responded and Closed).pdf, RFI#368A -MH
Response.pdf,Transmittal—RFI-RFI#368,1 -Clerestory Wall Assembly Follow Up(Responded and Closed).pdf
NV2A/Gulf Keystar JV Page 1 of 2 Printed On:Aug 27,2024 01:34 PM EDT
Docusign Envelope ID:9A3E DEE 1-5560-49B8-9C26-748170387FDO
RFI#368.1 -Clerestory Wall Assembly Follow Up Project:20-2039-01 KWIA Concourse A and Terminal Improvements
Program
All Replies Response from Judy Telford Mead&Hunt on Thursday,Aug 1,2024 at 03:31 PM EDT
See attached response for MH comments Note:Please review the attached Transmittal PDF for the full formatted text.
Attachments
Trwismittal_RFI-RF1#36&1 -Clerestory Wall Asserftly Follow Up(Responded and Closed).pdf,RR#36&1 -MH
Response,pdf,Transrnittal—RFI-RF 1#368,1 -Clerestory Wall Assembly Follow Up(Responded and Closed),pdf
NV2A/Gulf Keystar JV Page 2 of 2 Printed On:Aug 27,2024 01:34 PM EDT
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
K
GULF BUILDING PCO #089
m" KeYST*'R
NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements
9100 South Dadeland Blvd,Suite 600 Program
Miami, Florida 33156 3941 South Roosevelt Blvd.
Phone: (786)233-5060 Key West, Florida 33040
Prime Contract Potential Change Order #089: Bella - Gate 8 Concrete
TO: Key West International Airport FROM: NV2A/Gulf Keystar JV
3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600
Key West, Florida 33040 Miami, Florida 33156
PCO NUMBER/REVISION: 089/1 CONTRACT: 20-2039-01 -Key West International
Airport Concourse A
REQUEST RECEIVED FROM: CREATED BY: Mansour Sodagari(NV2A/Gulf Keystar
JV)
STATUS: Pending-In Review CREATED DATE: 8/21/2024
REFERENCE: PRIME CONTRACT None
CHANGE ORDER:
FIELD CHANGE: No
LOCATION: ACCOUNTING METHOD: Amount Based
SCHEDULE IMPACT: PAID IN FULL: No
EXECUTED: No SIGNED CHANGE ORDER
RECEIVED DATE:
TOTAL AMOUNT: $316,154.30
POTENTIAL CHANGE ORDER TITLE: Bella-Gate 8 Concrete
CHANGE REASON:A/E Design Changes
POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows)
Bella-Gate 8 Concrete
This change order authorizes the installation of foundations,columns,and tie-downs for Gate#8 Passenger Boarding Bridge,in accordance with the
Gate#8 drawing revision for KWIA project(20-2039-01).
Further details are provided in the attached cost breakdown.
ATTACHMENTS:
COP11 R1 Gate#8.pdf
# Budget Code Description Amount
1 03-.31.10.00.S Structural CIP Concrete Gate 8 Foundations&Columns $287,413.00
(Complete).Subcontractor
2 99-.99.99.66.0 Procore OH&P.Other Prime Contract Markup $28,741.30
Grand Total: $316,154.30
Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV
Inc.)
49 Court Street,Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600
Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156
ESigned by: Signed by: DocuSigned by:
_(Prl ECANC172F31994172
SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE
12/5/2024 1 07:12:51 PST 12/10/2024 1 08:29:14 PST 12/5/2024 1 06:59:04 PST
NV2A/Gulf Keystar JV Page 1 of 1 Printed On: 12/5/2024 09:27 AM EST
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Bella Construction of Key West, Inc.
CGC 1518284
35 Diamond dr., Key West,FL 33040
Office(305)292.9888
Michael(cDconcretebella.com
Change Order Proposal
Date: November 25,2024 Reference: COP 11 R1-Gate#8
To: NV2A Gulf Keystar JV From: Mike LaBounty
Attn: Antonio Pinto Project Title: 1065-KWIA Terminal
mail: Apinto().NV2AGroup.com
Antonio,
See below and attached for our price to install the additional PBB foundations and columns for Gate#8 as described below.
Total COP:Two hundred eighty-seven thousand four hundred thirteen dollars -------------------------------------- $287,413
COP Scope Description:
1 Excavation and installation of(9)PC5 Foundations.
2 Excavation and installation of(1)PC6 Foundation.
3 Excavation and installation of(2)8.5'x 8.5'x 2'PBB Tie-down Foundations for gate#8.
4 Installation of(10)C4 Columns.
5 Installation of concrete-embedded items within the features of work listed above is included.
6 Cutting and chipping of auger piles supporting the features of work listed above is included.
7 Bending of auger development reinforcement is included.
8 Backfilling of the foundations&columns listed above is included.
9 Removal&disposal of spoil generated by the work described above is included.
Qualifications:
1 All concrete reinforcement is to be untreated ASTM A615 Grade 60.
2 Piles,concrete pavement,and associated accessories are excluded.
3 Items to be embedded in concrete are to be provided by others.
4 It has been assumed that there are(4)piles per PBB Tie-down Pile Cap which are to be installed by others.
5 All features of work included in this COP are to be located and marked by others with elevations and orientations for embedded items.
6 Demolition,haul-off,or disposal of existing pavements is excluded.
7 Removal of debris created by activities not being performed by Bella Construction is not included.
8 Concrete included in this price is a 5000 PSI mix with a crystalline waterproofing admixture.
9 Mastic waterproofing(shown in"TYPICAL DETAIL OF PILE CAPS"on drawing S-601)has been excluded as this cold joint will be above grade.
Approved:
Contractor: Owner/Contractor:
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Bella Construction of Key West, Inc.
CGC 1518284
35 Diamond Dr., Key West,FL 33040
Office(305)292.9888
Michael Co)concretebella.com
Change Order Proposal
Date: November 25,2024 Reference: COP 11 R1-Gate#8
To: NV2A Gulf Keystar JV From: Mike LaBounty
Attn: Apinto(a)NV2AGroup.com Project: 1065-KW IA Terminal
Antonio,
See below for our pricing breakdown associated with the installation of the additional PBB foundations,columns&Tie-Downs for Gate
#8.
Un. Conc. material Rebar CMU Labor Equip. Disposal sub total
(9)PC5 Pile Caps&(1)PC6 Pile Cap
Concrete 109 cy 41,351 17,117
Excavation 191 cy 8,838 8,600
Dewatering 191 cy 2,824 2,633
Haul-off&Disposal of Spoils 8 loads 2,610 1,210
Cut&Chip Auger Piles 40 ea 100 8,040 960
Bend Pile Rebar 240 ea 5,172
Form&Strip 1465 sf 6,593 25,991 3,296
Rebar 22292 Ibs 17,834 20,732
Install Embedded Items 10 ea 264 1,923 461
Pump 109 cy 1,966 1,856
41,351 6,957 17,834 95,213 19,017 180,372
(10)C4 Columns
Concrete 34 cy 13,024 5,366
Form&Strip 743 sf 3,343 13,759
Rebar 8,749 Ibs 6,999 8,137
Pump 34 cy 1,204 1,135
13,024 3,343 6,999 28,465 1,135 52,967
(2)PBB Tie-Down Pile Caps at Gate#8
Concrete 14 cy 5,269 2,783
Excavation 35 cy 1,565 1,565
Dewatering 35 cy 460 469
Haul-off&Disposal of Spoils 1 loads 326 151
Cut&Chip Auger Piles 8 ea 20 1,608 192
Bend Pile Rebar 48 ea 1,030
Form&Strip 258 sf 1,163 5,285 543
Rebar 1,580 Ibs 1,264 1,675
Install Embedded Items 34 ea 449 1,530
Pump 14 cy 306 292
5,269 1,632 1,264 16,568 3,213 27,946
261,284
OH/P/Bond 10% 26,128
Total COP $287,413
Approved:
Contractor: Owner/Contractor:
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
K
GULF BUILDING PCO #095
m" KeYST*'R
NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements
9100 South Dadeland Blvd,Suite 600 Program
Miami, Florida 33156 3941 South Roosevelt Blvd.
Phone: (786)233-5060 Key West, Florida 33040
Prime Contract Potential Change Order #095: Steel Fab - Bollards
TO: Key West International Airport FROM: NV2A/Gulf Keystar JV
3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600
Key West, Florida 33040 Miami, Florida 33156
PCO NUMBER/REVISION: 095/1 CONTRACT: 20-2039-01 -Key West International
Airport Concourse A
REQUEST RECEIVED FROM: CREATED BY: Mansour Sodagari(NV2A/Gulf Keystar
JV)
STATUS: Pending-In Review CREATED DATE: 9/24/2024
REFERENCE: PRIME CONTRACT None
CHANGE ORDER:
FIELD CHANGE: No
LOCATION: ACCOUNTING METHOD: Amount Based
SCHEDULE IMPACT: PAID IN FULL: No
EXECUTED: No SIGNED CHANGE ORDER
RECEIVED DATE:
TOTAL AMOUNT: $27,635.61
POTENTIAL CHANGE ORDER TITLE: Steel Fab-Bollards
CHANGE REASON:A/E Design Changes
POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows)
Steel Fab-Bollards
In response to RFI's#244,272,and 301,this change order authorizes furnishing 57 Bollards for the KWIA project(20-2039-01). Per RFI#301, Bollards
are to be Reliance Foundry Type R-7902 Fixed Mounted.
Cost breakdown,referenced RFI's,and further backups are attached for more details.
ATTACHMENTS:
22596 RCO 007.3-Bollards.pdf , _RFI#301-shallow bollard finish.pdf , _RFI#272-bollard clarifications.pdf , RFI#244-
overhead and vertical concrete encasement of electrical conductors.pdf
# Budget Code Description Amount
1 05-.12.10.00.S Structural Steel Framing Bollards $25,123.28
Joist.Subcontractor
2 99-.99.99.66.0 Procore OH&P.Other Prime Contract Markup $2,512.33
Grand Total: $27,635.61
Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV
Inc.)
49 Court Street,Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600
Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156
ESigned by: Signed by: DocuSigned by:
IA visE1fap(u E84233B4v S. 6r(t K�� Sfvic�6AAJ Aoax Pk4.0
0u87... �$PRIP1,9PA(-W na �g,D,Ff1F9F312UP9
SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE
12/2/2024 1 07:57:10 PST 12/2/2024 1 10:42:22 PST 11/22/2024 1 13:05:18 PST
NV2A/Gulf Keystar JV Page 1 of 1 Printed On: 11/22/2024 03:42 PM EST
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
REQUEST FOR CHANGE ORDER
m� 721 N.E.44th Street NUMBER: 007.3
Fort Lauderdale, FL 33334 Phone:954-772-0440
(Sj Fax: 954-938-7527
TITLE: RCO#007.3 DATE: 10/22/2024
PROJECT: 22596 Key West IACA&Terminal JOB: 22596
TO: Antonio Pinto
NV2A REASON: Price and Proceed Directed
CIC REFERENCE:
Phone: (954)599-0009
Fax:
DESCRIPTION OF CHANGE
Cost associated with FURNISH ONLY(58)Bollards Reliance Foundry Type R-7902 Fixed Mounted (Ref. RFI#301). Material: Carbon Steel A36
powdercoated Yellow. Items are made in China and GC is in agreement with this.Also(3)8"dia sch 40 x 9'-0"bollards added as per detail 1/C-
311.
Item Description Quantity Units Unit Price Net Amount
033T Miscellaneous Metals 1.00 /Item 21,345.18 21,345.18
062T Sales Tax at 0.07 1,494.16 1,494.16
063 Overhead at 0.1 2,283.93 2,283.93
By my signature below, I attest that I am authorized by my firm to enter into an agreement to purchase goods and/or services.As the Buyer, I
hereby authorize Steel Fabricators, L.L.C.to proceed with the additional work described herein and do guarantee compensation on the basis
noted above. If schedule impact listed below is zero or not listed,additional contract time required will be determined by Steel Fabricators at the
time of implementation due to changes described above.
The Contract Sum Will be Increased 25,123.28
The Contract Time Will Not be Changed TBD
ACCEPTED:
NV2A
BY: Antonio Pinto BY:
DATE: DATE:
PAGE 1 OF 1
FORM F CO 01 RFT SF
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Toll Free: 1-877-789-3245 Phone: 604-547-0460
® Fax: 604-590-8875 Email: info@reliance-foundry.com
#207-6450 148th Street, Surrey, British Columbia, Canada V3S-7G7
www.reliance-foundry.com
Quote Prepared For: Shipping Destination: Delivery:Commercial
Steel Fabricators LLC Steel Fabricators LLC
721 NE 44th St 721 NE 44th St
Fort Lauderdale FL 33334 Fort Lauderdale FL 33334
United States United States
9542404546
Date Quote Expires Quote Number Rev#
8/16/2024 9/15/2024 226340 1
Prepared by Phone Email Terms Currency
Xerxes Daruwalla 604-592-4327 xerxes@reliance-foundry.com Prepaid U.S.Dollar
Customer Quote Reference Lead Time Estimate Transit Time Estimate Incoterms 2020 Ship Via
2-3 Weeks 5-10 Business Days DDP Delivered Duty Paid Prepaid
Quan Item Price Tax Code Amount
58 R-7902Yellow $209.00 $12,122.00
Architectural Bollard, Model R-7902,36"high x 4.3"OD,with or without reflective tape Material:A36 Steel, Powder Coated
Safety Yellow
Options:Reflective Tape:None Selected
Material:Steel A36
Country of Origin:China
58 Mounting Kit: Fixed Embedded $0.00
Hardware for 7900/8900 Pipe Bollard
Kit Includes:
Epoxy Coated Anchor Bar
Installation Instructions
Hardware cost is included in the Bollard price
Subtotal Subject to USTR Tariffs $12,122.00
Office of the United States Representative(USTR)tariffs are subject to change at short notice
USTR 2019 Tariff 25% 25% $3,030.50
May 10,2019 Office of the United States Trade Representative(USTR)tariff @ 25%
Note:This tariff increase to 25%is understood to be temporary and may be rescinded at any time.
1 Cartage&Freight $1,132.00 $1,132.00
Cartage&freight charges for standard commercial delivery.(See terms attached)
0 Sales and Use Tax $1,060.68
Total $17,345.18
QUOTATION #226340 1 of 2
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Toll Free: 1-877-789-3245 Phone: 604-547-0460
® Fax: 604-590-8875 Email: info@reliance-foundry.com
#207-6450 148th Street, Surrey, British Columbia, Canada V3S-7G7
www.reliance-foundry.com
Terms and Conditions
Acceptance of this quote is subject to Reliance Foundry's Standard Terms and Conditions available online:
http://www.reliance-foundry.com/company/terms-and-conditions
As stipulated in the Standard Terms and Conditions,please note the following:
USA/International Customers: Any applicable state sales taxes may be included in the body of this quote unless an
exemption number or certificate has been provided by the customer.
Any applicable sales tax collected at the time of sale may not be refunded on products
returned, subject to relevant state laws.
Commercial (standard) Standard shipping requires a dock or forklift to safely unload products upon delivery.Additional
freight options are available—but these must be arranged prior to shipment and may incur
additional costs.Contact Reliance Foundry's Sales Department for additional details.
Residential (optional) Residential delivery includes a 24-hour advance delivery confirmation and curbside offloading
at destination. The customer is responsible for any additional transport of goods at site of
delivery.
Shipdates/Timelines Dates given are approximations.The official shipdates are provided upon receipt of payment
or establishment of credit terms with Reliance.
INCOTERMS 2020
DDP Delivered Duty Paid Shipment is quoted Delivered Duty Paid (DDP)under Incoterms 2010:The seller bears all the
costs and risks involved in bringing the goods to the place of destination and has an obligation
to clear the goods not only for export but also for import, to pay any duty for both export and
import and to carry out all customs formalities. Alternative terms must be arranged prior to
shipment.
No
ORDER ACCEPTANCE: "I /We accept your price quote as above. Please place our order for the above materials, and confirm details
in writing as soon as possible."
Authorized Signature: Date:
Name: Position/Title:
QUOTATION #226340 2of2
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Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
GULF BUILDING NV2A/Gulf Keystar JV Project:20-2039-01 KWIA Concourse A and
NV K = HcevST- R 9100 South Dadeland Blvd,Suite 600 Terminal Improvements Program
Miami, Florida 33156 3941 South Roosevelt Blvd.
P: (786)233-5060 Key West, Florida 33040
RFI #244: Overhead and Vertical Concrete Encasement of Electrical Conductors
Status Closed on 01/19/24
To Christopher Kopec(McFarland Johnson,Inc.) From Alex Hyppolite(NV2A/Gulf Keystar JV)
Chris Perry(McFarland Johnson,Inc.) 9100 South Dadeland Blvd,Suite 600
Charles Howe(McFarland Johnson,Inc.) Miami, Florida 33156
Blair Dury(McFarland Johnson,Inc.)
Anthony Tsui(McFarland Johnson,Inc.)
Date Initiated Nov 15,2023 Due Date Nov 22,2023
Location Project Stage
Cost Impact Schedule Impact
Spec Section Cost Code
Drawing Number EP111B, EP111C, EP141,EP301 and C-903 Reference
Linked Drawings EP301, EP111C, EP141,S-112,S-102,S-600,S-
113,S-103
Received From Gustavo Lazaro(NV2A/Gulf Keystar JV)
Copies To Oscar Benito(NV2A/Gulf Keystar JV), Ryan
Donnelly(NV2A/Gulf Keystar JV),Gregg Gaston
(NV2A/Gulf Keystar JV),Alex Hyppolite(NV2A/Gulf
Keystar JV),Gustavo Lazaro(NV2A/Gulf Keystar
JV),Jose McSherry(NV2A/Gulf Keystar JV),
Antonio Pinto(NV2A/Gulf Keystar JV),Mansour
Sodagari(NV2A/Gulf Keystar JV)
Trade Electrical
Activity/
Question Question from Alex Hyppolite NV2A/Gulf Keystar JV on Wednesday, Nov 15, 2023 at 05:05 PM EST
On drawings EP11113, EP111C, EP141, EP301 and C-903 will have electrical
conduits/conductors encased in concrete and we would like to have some
clarifications:
1.On C-903 and EP11 C there will be the 3W6 primary conduits for Keys Energy
entering the transformer platform near column line 15 and A. Please provide detail
for concrete encasement for the vertical portion and advise if the horizontal portion
will also require a concrete encasement, please also advise on
concrete/reinforcement details.
2. On drawings EP11113, EP301 and EP141 there will be secondary conduits
vertically at column 11 and C, horizontal concrete encasement along column line 11,
and vertical concrete encasement underneath Keys energy platform near column A
between columns 14 and 15. Please provide details of the vertical and horizontal
concrete encasements for these conduits
3. Please confirm that the conduits in the concrete encasement can be PVC.
NV2A/Gulf Keystar JV Page 1 of 2 Printed On:Sep 26,2024 06:14 PM EDT
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
RFI#244-Overhead and Vertical Concrete Encasement of Electrical Project:20-2039-01 KWIA Concourse A and Terminal Improvements
Conductors Program
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
Official Response Response from Anthony Tsui McFarland Johnson,Inc.on Friday,Jan 19, 2024 at 11:14 AM EST
1. The concrete encasement at the noted location was meant for protection. Due to the small quantity of conduits at this
location,three bollards around the conduit riser location may be used in lieu of concrete encasement.The horizontal
portion does not require concrete encasement.Please see updated drawing EP111 C.
2. Please see attached updated structural and electrical drawings that detail required vertical encasement at the Keys
energy platform.Please see attached updated structural and electrical drawings that detail required vertical at C11 and
horizontal encasement between C11/1311
3. Conduits in concrete encasement may be PVC. However,please note that underground elbows shall be PVC coated
RMC as noted per spec.26055.13 section 2.01(C)(4)as allowable per exception to NEC 250.80.This is intended to
alleviate concerns with damaging plastic elbows with the pull rope when installing conductors.The 45-degree elbow
shown on EP301 that was originally noted to be RMC has been switched to PVC as it does not meet the conditions of
the exception.
Attachments
Revised Structural Drawings-RFI 244 Revision.pdf,Revised Electrical Drawings-RFI 244.pdf
All Replies Response from Anthony Tsui McFarland Johnson,Inc.on Friday,Jan 19, 2024 at 11:14 AM EST
1. The concrete encasement at the noted location was meant for protection. Due to the small quantity of conduits at this
location,three bollards around the conduit riser location may be used in lieu of concrete encasement.The horizontal
portion does not require concrete encasement.Please see updated drawing EP111 C.
2. Please see attached updated structural and electrical drawings that detail required vertical encasement at the Keys
energy platform.Please see attached updated structural and electrical drawings that detail required vertical at C11 and
horizontal encasement between C11/1311
3. Conduits in concrete encasement may be PVC. However,please note that underground elbows shall be PVC coated
RMC as noted per spec.26055.13 section 2.01(C)(4)as allowable per exception to NEC 250.80.This is intended to
alleviate concerns with damaging plastic elbows with the pull rope when installing conductors.The 45-degree elbow
shown on EP301 that was originally noted to be RMC has been switched to PVC as it does not meet the conditions of
the exception.
Attachments
Revised Structural Drawings-RFI 244 Revision.pdf,Revised Electrical Drawings-RFI 244.pdf
NV2A/Gulf Keystar JV Page 2 of 2 Printed On:Sep 26,2024 06:14 PM EDT
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
G U L F B U I L B 1 N G NV2A/Gulf Keystar JV Project:20-2039-01 KWIA Concourse A and
NV K = HcevST- R 9100 South Dadeland Blvd,Suite 600 Terminal Improvements Program
Miami, Florida 33156 3941 South Roosevelt Blvd.
P: (786)233-5060 Key West, Florida 33040
RFI #272: Bollard Clarifications
Status Closed on 02/14/24
To Serafina Schwerer(Atkins North America,Inc.) From Ryan Donnelly(NV2A/Gulf Keystar JV)
Philip Joerdens(Atkins North America,Inc.) 9100 South Dadeland Blvd,Suite 600
Christopher Kopec(McFarland Johnson,Inc.) Miami, Florida 33156
Date Initiated Feb 1,2024 Due Date Feb 8,2024
Location Project Stage
Cost Impact Schedule Impact
Spec Section Cost Code
Drawing Number Reference
Linked Drawings
Received From Ron Gage(Charley Toppino&Sons,Inc.)
Copies To Tim Bergeron(NV2A/Gulf Keystar JV), Ryan
Donnelly(NV2A/Gulf Keystar JV),Gregg Gaston
(NV2A/Gulf Keystar JV),Alex Hyppolite(NV2A/Gulf
Keystar JV),Gustavo Lazaro(NV2A/Gulf Keystar
JV),Jose McSherry(NV2A/Gulf Keystar JV),
Antonio Pinto(NV2A/Gulf Keystar JV),Claudio
Santos(NV2A/Gulf Keystar JV), Mansour Sodagari
(NV2A/Gulf Keystar JV)
Trade Civil
Activity
Question Question from Ryan Donnelly NV2A/Gulf Keystar JV on Thursday, Feb 1, 2024 at 12:04 PM EST
Please see the KWIA RFI 272 Attachment,which includes marked up Sheets C-300&C-311,both Revision 1,dated 1/13/23,
&an overlay of Sheet C-300&C-900, Revision 2,dated 6/2/23.The marked up Sheet C-300 indicates where the bollards are
located&what types we understand them to be.Detail 1 on Sheet C-311 illustrates the bollards that are to be installed on the
concrete pavement.Detail 8 on Sheet C-311 illustrates the shallow foundation bollard posts,which will be installed at the
building columns and the FDC locations.The marked up overlay of C-300&C-900 indicates there are three potential conflicts
between bollards&underground utility lines,if the deeper foundation bollards are required at these locations under the
building footprint.
1. Please advise if the quantities stated on the attachment are correct&if the type of bollard at each location is correct. If
the quantity or type of bollard are incorrect,please advise where any bollards are missed on the markup&what type
each incorrect bollard is to be.Additionally, please provide dimensions of where the bollards will be located from the
columns within the building footprint.
2. Please advise on how to avert the potential conflicts between the bollards&the underground utilities at CL 13&15,if
the deeper foundation bollards are required at these locations.
Attachments
KWIA RFI 272 Attachment.pdf
NV2A/Gulf Keystar JV Page 1 of 2 Printed On:Sep 26,2024 06:06 PM EDT
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
RFI#272-Bollard Clarifications Project:20-2039-01 KWIA Concourse A and Terminal Improvements
Program
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
Official Response Response from Serafina Schwerer Atkins North America,Inc.on Tuesday, Feb 13, 2024 at 10:01 PM EST
1.Both the bollard type and total bollard quantity for each bollard type is correct on the Contractor's plan markup.See
attached revised C-300 Geometry and Paving plan for dimensions from center of bollard to center of column.
2.Various bollard locations were optimized and slightly shifted to eliminate any potential conflicts between the bollard footing
and underground utilities.The potential conflicts mentioned above are now eliminated. Please reach out with any questions or
concerns.
Attachments
GEOMETRY AND PAVING PLAN-C-300.pdf
All Replies Response from Serafina Schwerer Atkins North America,Inc.on Tuesday, Feb 13,2024 at 10:01 PM EST
1.Both the bollard type and total bollard quantity for each bollard type is correct on the Contractor's plan markup.See
attached revised C-300 Geometry and Paving plan for dimensions from center of bollard to center of column.
2.Various bollard locations were optimized and slightly shifted to eliminate any potential conflicts between the bollard footing
and underground utilities.The potential conflicts mentioned above are now eliminated. Please reach out with any questions or
concerns.
Attachments
GEOMETRY AND PAVING PLAN-C-300.pdf
NV2A/Gulf Keystar JV Page 2 of 2 Printed On:Sep 26,2024 06:06 PM EDT
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
G U L F B U I L B 1 N G NV2A/Gulf Keystar JV Project:20-2039-01 KWIA Concourse A and
NV K = HcevST- R 9100 South Dadeland Blvd,Suite 600 Terminal Improvements Program
Miami, Florida 33156 3941 South Roosevelt Blvd.
P: (786)233-5060 Key West, Florida 33040
RFI #301 : Shallow Bollard Finish
Status Closed on 04/01/24
To Serafina Schwerer(Atkins North America,Inc.) From Ryan Donnelly(NV2A/Gulf Keystar JV)
Philip Joerdens(Atkins North America,Inc.) 9100 South Dadeland Blvd,Suite 600
Christopher Kopec(McFarland Johnson,Inc.) Miami, Florida 33156
Date Initiated Mar 29,2024 Due Date Apr 5,2024
Location Project Stage
Cost Impact Schedule Impact
Spec Section Cost Code
Drawing Number Reference
Linked Drawings C-311
Received From Eduardo Dominguez(Steel Fabricators,LLC)
Copies To Tim Bergeron(NV2A/Gulf Keystar JV), Ryan
Donnelly(NV2A/Gulf Keystar JV),Gregg Gaston
(NV2A/Gulf Keystar JV),Alex Hyppolite(NV2A/Gulf
Keystar JV),Gustavo Lazaro(NV2A/Gulf Keystar
JV),Jose McSherry(NV2A/Gulf Keystar JV),
Antonio Pinto(NV2A/Gulf Keystar JV),Claudio
Santos(NV2A/Gulf Keystar JV), Mansour Sodagari
(NV2A/Gulf Keystar JV)
Trade Civil
Activity
Question Question from Ryan Donnelly NV2A/Gulf Keystar JV on Friday,Mar 29, 2024 at 11:30 AM EDT
Detail 8 on Sheet C-311, Revision 1,dated 1/13/23, indicates the shallow foundation bollard posts are to be Reliance Foundry
Model R-7902 or equivalent. Please see the KWIA RFI 301 Attachment and provide the following information for the shallow
foundation bollards:
1. Color of the bollards
2. Type of Coating
3. Fixed mounted or removable mounted?
Attachments
KWIA RFI 301 Attachment.pdf
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
Official Response Response from Serafina Schwerer Atkins North America,Inc.on Monday,Apr 1, 2024 at 04:38 PM EDT
1. Color of the bollards-safety yellow
2. Type of Coating-normal powder coating
3. Fixed mounted or removable mounted?-fixed mounting
All Replies Response from Serafina Schwerer Atkins North America,Inc.on Monday,Apr 1, 2024 at 04:38 PM EDT
1. Color of the bollards-safety yellow
2. Type of Coating-normal powder coating
3. Fixed mounted or removable mounted?-fixed mounting
NV2A/Gulf Keystar JV Page 1 of 1 Printed On:Sep 26,2024 06:08 PM EDT
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K
GULF BUILDING PCO #105
m" KeYST*'R
NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements
9100 South Dadeland Blvd,Suite 600 Program
Miami, Florida 33156 3941 South Roosevelt Blvd.
Phone: (786)233-5060 Key West, Florida 33040
Prime Contract Potential Change Order #105: Bella - Keys Energy Ductbank
Encasement
TO: Key West International Airport FROM: NV2A/Gulf Keystar JV
3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600
Key West, Florida 33040 Miami, Florida 33156
PCO NUMBER/REVISION: 105/0 CONTRACT: 20-2039-01 -Key West International
Airport Concourse A
REQUEST RECEIVED FROM: CREATED BY: Mansour Sodagari(NV2A/Gulf Keystar
JV)
STATUS: Pending-In Review CREATED DATE: 11/20/2024
REFERENCE: PRIME CONTRACT None
CHANGE ORDER:
FIELD CHANGE: No
LOCATION: ACCOUNTING METHOD: Amount Based
SCHEDULE IMPACT: PAID IN FULL: No
EXECUTED: No SIGNED CHANGE ORDER
RECEIVED DATE:
TOTAL AMOUNT: $15,416.50
POTENTIAL CHANGE ORDER TITLE: Bella-Keys Energy Ductbank Encasement
CHANGE REASON:A/E Design Changes
POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows)
Bella-Keys Energy Ductbank Encasement
In accordance with Conformed Set drawings and RFI#391 response,this change order includes the costs associated with the vertical ductbank
concrete encasement and grade beam between CL A15 and B15.for KWIA project(20-2039-01).Cost breakdown and additional backups are attached
for further details.
ATTACHMENTS:
COP 15-Keys Energy Ductbank Encasement.pdf
# Budget Code Description Amount
1 03-.31.10.00.3 Structural CIP Concrete Vertical ductbank concrete encasement and grade beam $14,015.00
(Complete).Subcontractor
2 99-.99.99.66.0 Procore OH&P.Other Prime Contract Markup $1,401.50
Grand Total: $15,416.50
Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV
Inc.)
49 Court Street,Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600
Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156
Signed by: E;�Y4M .
igned by: DocuSigned by:
EI�visfap(u v S. 6r(t Sfvic�l,avt,�, A�.x PZ4-U
062E1E84233B487... nnnFnF�F'z+aaeF�
SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE
12/3/2024 1 12:52:28 PST 12/10/2024 1 08:26:34 PST 11/20/2024 1 18:29:19 PST
NV2A/Gulf Keystar JV Page 1 of 1 Printed On: 11/20/2024 03:53 PM EST
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Bella Construction of Key West, Inc.
CGC 1518284
35 Diamond dr., Key West,FL 33040
Office(305)292.9888
Michael CDconcretebella.com
Change Order Proposal
Date: October 3,2024 Reference: COP 15
To: NV2A Gulf Keystar JV From: Mike La Bounty
Attn: Antonio Pinto Project Title: 1065-KWIA Terminal
mail: ApintonaNV2AGroup.com
Antonio,
See below for our pricing associated with the additional work outlined in RFI-391 -Keys Energy Vertical Conduits Concrete Encasement.
Total COP: Fourteen thousand fifteen dollars ------------------------------------------------------------------------------------- $14,015
COP Scope Description:
1 Grade beam shown in the response to RFI-391.
2 Concrete encasement for the vertical ductbank shown in the repsonse to RFI-391.
Qualifications:
1 The grade beam and vertical ductbank will be the exact same dimensions&includes the same reinforcement as the
grade beam and vertical ductbank included in the response to RFI-244,located along GL14 between GL A&B.
2 All concrete will have a compressive strength of 5,000 PSI and include a crystalline waterproofing admixture.
3 Base Course or other non-insitu backfill materials are to be furnished and installed by others.
Approved:
Contractor: Owner/Contractor:
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Bella Construction of Key West, Inc.
CGC 1518284
35 Diamond Dr., Key West,FL 33040
Office(305)292.9888
Michael Cdconcretebella.com
Change Order Proposal
Date: October 3,2024 Reference: COP 15
To: NV2A Gulf Keystar JV From: Mike LaBounty
Attn: Apinto(a)NV2AGroup.com Project: 1065-KWIA Terminal
Antonio,
See below for our pricing breakdown associated with the additional work outlined in RFI-391 -Keys Energy Vertical Conduits Concrete
Encasement.
Un. Conc. material Reber CMU Labor Equip. Subs Sub total
Grade Beam Between Al&B15
Concrete 1 cy 432 238
Excavation 2 cy 428 428
Dewatering 2 cy 243 243
Form&Strip 22 sf 77 491
Rebar&Stirrups 224 Ibs 168 280
Drill&Epoxy 16 ea 120 276 52
Pump 1 cy 137 139
432 197 168 2,092 862 3,752
Electrical Risers at XFMR Platform along Gridline 15
Concrete 5 cy 1,922 315
Form&Strip 179 sf 628 4,005 861
Rebar&Stirrups 515 Ibs 386 644
Pump 5 cy 110 117
1,922 628 386 5,074 978 8,989
12,741
OH/P/Bond 10% 1,274
Total COP $14,015
Approved:
Contractor: Owner/Contractor:
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
G U L F B U I L B 1 N G NV2A/Gulf Keystar JV Project:20-2039-01 KWIA Concourse A and
NV K = HceYST- R 9100 South Dadeland Blvd,Suite 600 Terminal Improvements Program
Miami, Florida 33156 3941 South Roosevelt Blvd.
P: (786)233-5060 Key West, Florida 33040
RFI #391 : Keys Energy Vertical Conduits Concrete Encasement
Status Open
To Anthony Tsui(McFarland Johnson,Inc.) From Kellen Donnelly(NV2A/Gulf Keystar JV)
Blair Dury(McFarland Johnson,Inc.)
Charles Howe(McFarland Johnson,Inc.)
Chris Perry(McFarland Johnson,Inc.)
Christopher Kopec(McFarland Johnson,Inc.)
Oren Guttmann(McFarland Johnson,Inc.)
Date Initiated Sep 19,2024 Due Date Sep 26,2024
Location Project Stage
Cost Impact Schedule Impact
Spec Section Cost Code
Drawing Number Reference
Linked Drawings
Received From Jordan Collins(Florida Keys Electric Inc.)
Copies To Tim Bergeron(NV2A/Gulf Keystar JV), Kirk
Boothroyd(McFarland Johnson,Inc.), Kellen
Donnelly(NV2A/Gulf Keystar JV), Ryan Donnelly
(NV2A/Gulf Keystar JV), Gregg Gaston(NV2A/Gulf
Keystar JV),Gustavo Lazaro(NV2A/Gulf Keystar
JV),Joseph L. Petzack(McFarland Johnson,Inc.),
Antonio Pinto(NV2A/Gulf Keystar JV),Claudio
Santos(NV2A/Gulf Keystar JV), Mansour Sodagari
(NV2A/Gulf Keystar JV)
Trade Electrical,Concrete
Activity
Question Question from Kellen Donnelly NV2A/Gulf Keystar JV on Thursday, Sep 19, 2024 at 05:17 PM EDT
The three(3)6"conduits for the primary service to the Keys Energy platform at column 15 between A and B will require a
similar concrete grade beam and concrete encasement as the secondary conduits at column 14 between A and B.Please
confirm is acceptable to use similar detail 2 on drawing S-312 for the primary conduits. Please refer to attached sketches
showing proposed location of grade beam/column and pictures of actual conduits in the field.
Attachments
RFI#244.1 Sketch-f.pdf
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
Official Response Response from Oren Guttmann McFarland Johnson,Inc.on Wednesday, Oct 2, 2024 at 02:57 PM EDT
Yes,the same detail is acceptable for this location.
All Replies Response from Oren Guttmann McFarland Johnson,Inc.on Wednesday, Oct 2, 2024 at 02:57 PM EDT
Yes,the same detail is acceptable for this location.
NV2A/Gulf Keystar JV Page 1 of 1 Printed On:Oct 3,2024 09:07 AM EDT
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Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
K
GULF BUILDING PCO #110
m" KeYST*'R
NV2A/Gulf Keystar JV Project:20-2039-01 -KWIA Concourse A and Terminal Improvements
9100 South Dadeland Blvd,Suite 600 Program
Miami, Florida 33156 3941 South Roosevelt Blvd.
Phone: (786)233-5060 Key West, Florida 33040
Prime Contract Potential Change Order #110: CTS - Gate 8 Water and Sewer
Revision
TO: Key West International Airport FROM: NV2A/Gulf Keystar JV
3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600
Key West, Florida 33040 Miami, Florida 33156
PCO NUMBER/REVISION: 110/0 CONTRACT: 20-2039-01 -Key West International
Airport Concourse A
REQUEST RECEIVED FROM: CREATED BY: Mansour Sodagari(NV2A/Gulf Keystar
JV)
STATUS: Pending-In Review CREATED DATE: 11/22/2024
REFERENCE: PRIME CONTRACT None
CHANGE ORDER:
FIELD CHANGE: No
LOCATION: ACCOUNTING METHOD: Amount Based
SCHEDULE IMPACT: PAID IN FULL: No
EXECUTED: No SIGNED CHANGE ORDER
RECEIVED DATE:
TOTAL AMOUNT: $76,477.80
POTENTIAL CHANGE ORDER TITLE:CTS-Gate 8 Water and Sewer Revision
CHANGE REASON:A/E Design Changes
POTENTIAL CHANGE ORDER DESCRIPTION: (The Contract Is Changed As Follows)
CTS-Gate 8 Water and Sewer Revision
In accordance with KWIA Gate 8 Drawings Revision,this change order is to authorize sewer and water lines modifications to avoid conflict with the Gate
8 bridge foundations at East side of KWIA project(20-2039-01).Cost breakdown for removing the existing utilities and structures and installing new
water and sewer pipes are as attached.
ATTACHMENTS:
Charley Toppino and Sons-KWIA Terminal-Gate 8 Water and Sewer Revision.pdf
# Budget Code Description Amount
1 33-.10.00.00.3 Water Utilities.Subcontractor Gate 8 Water Revision $17,337.45
2 33-.30.00.00.S Sanitary Sewer.Subcontractor Gate 8 Sewer Revision $52,187.82
3 99-.99.99.66.0 Procore OH&ROther Prime Contract Markup $6,952.53
Grand Total: $76,477.80
Christopher Kopec(McFarland Johnson, Key West International Airport NV2A/Gulf Keystar JV
Inc.)
49 Court Street,Suite 240 3491 South Roosevelt Boulevard 9100 South Dadeland Blvd,Suite 600
Binghamton, New York 13901 Key West, Florida 33040 Miami, Florida 33156
DocuSigned by:
Signed by: Signed by:
EIA visfap(u v S. 6r(t E(Prl � Sfvic�l, AAA ECADFCF2F31994F2
404-;o P;f'u
062E1 E84233B487... FF��F�,na
.
SIGNATURE DATE SIGNATURE DATE SIGNATURE DATE
12/3/2024 1 13:00:37 PST 12/10/2024 1 08:28:19 PST 11/22/2024 1 07:57:56 PST
NV2A/Gulf Keystar JV Page 1 of 1 Printed On: 11/22/2024 09:54 AM EST
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
Price Quotation
Attention: NV2A,Key Star Construction&Gulf Building DATE: 11/18/24
One Detrain Center
9100 South Dadeland Blvd.,Suite 600
Miami,FL 33156
ITEMIZED QUANTITIES
Location: Key West International Airport-Key West,FL 33040
Scope: Gate 8 Water and Sewer Revision-Remove Exisitng Utilities/Structures,Install New Water and Sewer Pipe
Item Description Quantity Units Cost per Unit Line Item Cost Notes
1 IGate 8-Sewer Revision(Night Work
Superintendent 9.0 Hrs $ 187.20 $1,684.80
Foreman 27.0 Hrs $ 144.30 $3,896.10
Operator 27.0 Hrs $ 126.75 $3,422.25
Laborer 27.0 Hrs $ 81.90 $2,211.30
Laborer 27.0 Hrs $ 81.90 $2,211.30
Laborer 27.0 Hrs $ 81.90 $2,211.30
Excavator 27.0 Hrs $ 162.50 1 4,387.50
Loader 27.0 Hrs $ 156.00 $4,212.00
Dump Truck 27.0 Hrs $ 156.00 $4,212.00
Dewatering Pump 27.0 Hrs $ 84.50 $2,281.50
Flowfi1112" 12.0 Yards $ 250.00 $3,000.00
Bedding Stone 30.0 Tons $ 89.12 $2,673.60
Backfill/Structure/Pipe Disposal 2.0 Loads $ 500.00 $1,000.00
8"SDR26 Sewer Pie(Approx.48LF 1.0 LS $ 1,929.39 $1929.39
48"RD Sanitary Manhole 2.0 EA $ 3,790.45 $7,580.90
Li ht Tower 1.0 Week $ 529.53 $529.53
2 Gate 8-Water Revision
Superintendent 3.0 Hrs $ 124.80 $374.40
Foreman 9.0 Hrs $ 96.20 $865.80
Operator 9.0 Hrs $ 84.50 $760.50
Laborer 9.0 Hrs $ 54.60 $491.40
Laborer 9.0 Hrs $ 54.60 $491.40
Laborer 9.0 Hrs $ 54.60 $491.40
Excavator 9.0 Hrs $ 162.50 $1,462.50
Loader 9.0 Hrs $ 156.00 $1,404.00
Dump Truck 9.0 Hrs $ 156.00 1 $1,404.00
Dewaterin.g Pump 9.0 Hrs $ 84.50 $760.50
Flowfill 12" 7.0 Yards $ 250.00 $1,750.00
Bedding Stone 18.0 Tons $ 89.12 $1,604.16
Back(ill/Pipe Disposal 1.0 Load $ 500.00 $500.00
4"C900 Water Pipe(A rox.31 LF) 1.0 LS $ 3,401.26 $3,401.26
Subtotal $63,204.79
3 Overhead&Prafit 10% 1.0 LS $ 6,320.48 $ 6,320.48
4 Mobilization/Demobilization 1.0 LS $
5 General Conditions LS 1 $
Total: $ 69,525.27
Notes: This will require a time extension of 90 days.
Notes: Lead time on sanitary structures is 6-8 weeks.
Prepared by:
Estimator
Charley Toppino&Sons,Inc.
Sheet 1 of 1
Date: 11/18/24
Signature: Date:
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
OFERGUSOM FEL-MIAMI WATERWORKS#1216 Deliver To:
10810 S.W. 184TH ST. From: Alejandro Cerice
WATERWORKS MIAMI, FL 33157-6737 alejandro.cerice@ferguson.com
omments:
Phone:786-573-7140
Fax:305-969-0361
14:21:25 NOV 14 2024 Page 1 of 2
FEL-POMPANO BEACH, FL WW#125
Price Quotation
Phone: 786-573-7140
Fax: 305-969-0361
Bid No: B577877 Cust Phone: 305-296-5606
Bid Date: 11/14/24 Terms: NET 10TH PROX
Quoted By: AC
Customer: CHARLEY TOPPINO&SONS INC Ship To: CHARLEY TOPPINO&SONS INC
PO BOX 787 PO BOX 787
2231-COUNCOURSE A AND EX 2231-COUNCOURSE A AND EX
KEY WEST, FL 33041 KEY WEST, FL 33041
Cust PO#: NEW GATE INSTALL Job Name: 2231-COUNCOURSE A AND EX
Item Description Quantity Net Price UM Total
--------------------------
NEW SEWER
--------------------------
SDR26HWSPX14 8X14 SDR26 HW PVC GJ SWR PIPE 56 18.986 FT 1063.22
MUL067478 8 PVC HW SWR GXG REP COUP 2 104.160 EA 208.32
H355708 8 PVC SDR35 GXG MLD WHOLE ADPT 4 130.810 EA 523.24
SUBTOTAL 1794.78
--------------------------
NEW WATER
--------------------------
DR18BPEP 4 C900 DR18 PVC EPDM GJ BLUE PIPE 40 8.629 FT 345.16
TW12SLDTHHNBL500 12GA SLID COP THHN WIRE BLUE 500 500 308.000 M 154.00
PSD6105B52 6X1000 UG DET WTR BLUE 1 138.840 EA 138.84
4"GATE VALVE
AFC2504MMLAOL 4 DI MJ RW OL GATE VLV L/A 1 988.300 EA 988.30
E2004PV 4 MEGALUG F/C900/IPS PVC 2 43.988 EA 87.98
MJ304SSEBGPP 4 MJ B&G PK 304SS W/EPDM GSKT 2 65.000 EA 130.00
U7615WL #2 VLV BX W/WTR LID 1 160.000 EA 160.00
BVTM 3 BRS VLV ID TAG 1 24.920 EA 24.92
FITTINGS
DMJLSLAP DOM 4X12 MJ C153 LONG SLV L/A 2 124.680 EA 249.36
DMJ9LAP DOM 4 MJ C153 90 BEND L/A 2 125.400 EA 250.80
E2004PV 4 MEGALUG F/C900/IPS PVC 8 43.988 EA 351.90
MJ304SSEBGPP 4 MJ B&G PK 304SS W/EPDM GSKT 8 65.000 EA 520.00
SUBTOTAL 3401.26
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Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0
QUOTATION/GONTKAGT
I
CONCRETE PRODUCTS No.
OF THe PALM BEACHES, INC.
931 Village Blvd, Ste 905-270 Page: 1 of 1
West Palm Beach, FL 33409
OFFICE NO: 561-842-2743 Date: 5-Nov-24
CELL NO: 305-720-6414
TO: JOB NAME:
CHARLEY TOPPINO & SONS KWIA- EARLY WORKS
PACKAGE - REVISED
ATTN: CARLI BERNARD
Extended
Quantity Item Description Unit Price Total
2 48" RD SANITARY MH W/ Boots& USF#227-AS-ORS/SASE, 0/6' $3,451.00 $6,902.00
1 BOX OF RAM-NEK GASKET $150.00 $150.00
NOTES:
MANHOLES INCLUDE XYPEX(OR EQUAL)WATERPROOFING
ADMIXTURE, OUTSIDE COATING WITH COAL TAR EPDXY,
AND PRECAST INVERT CHANNELS.
INTERIOR PAINT/COATINGS ARE NOT INCLUDED.
TO BE SHIPPED WITH ANOTHER LOAD TO KEY WEST.
NOTES: TOTAL $7,052.00
Plus Tax
All Quotations/Proposals prices are good for 30 days.After 30 days,prices will be adjusted to reflect any increases in materials(Cement,
Steel,Aggregates,castings,etc.)
ACCEPTANCE OF PROPOSAL:The above prices,specifications and conditions are satisfactory and are hereby accepted.You are authorized
to do the work as specified.
DATE OF ACCEPTANCE SIGNATURE
QUOTED BY LUIS E.VIDAL
Quotation/Contract
I
Docusign Envelope ID:9A3EDEE1-5560-49B8-9C26-748170387FD0 Page 1 of 2
REr4TAL13 PC#: 0352 SUNBELT RENTALS, INC.
5565 2ND AVE Salesman: 035201 BICKEL, BRIAN (352)
STOCK ISLAND, FIL 33040 5945
TELEPHONE: 305-296-2617 Typed By: BKNOWLES
Job Site: QUOTE
KW INTERNATIONAL AIRPORT
3491 S ROOSEVELT BLVD
C/O C. TOPPINOS & SONS
KEY WEST, FL 33040 5295 Contract #.. 162207579
C# : 305-296-5606 J#: 305-296-5606 Contract dt. 11/15/24
Date out.... 1/15/25 1:13 PM
Customer: 565739 Est return.. 1/22/25 1:13 PM
CHARLEY TOPPING & SONS INC Job Loc..... 3491 S ROOSEVELT BLVD, KEY WEST
PO BOX 787 Job No...... 1 - KEY WEST AIRPORT
KEY WEST, FL 33041 P.O. #...... WILL ADVISE
Ordered By.. PFAHL, JASON
NET 30
For operations in Florida:Prima facie evidence of intent to defraud:Failure to return rental property or equipment upon expiration of rental period and
failure to pay all amounts due(including costs for damage to the property or Equipment)are evidence of abandonment or refusal to redeliver the property,
punishable in accordance with Section 812.155,Florida Statutes.
QTY EQUIPMENT # min Day Week 4 Week Amount
1.00 400OW NARROW VERTICAL MAST LIG 198.00 198. 00 425. 00 945.00 425. 00
0120405
EOP MSG
The following shift rates will apply:
8 Hrs/Day 40 Hrs/Wk = 1.0 x Rate
9-16 Hrs/Day 41-80 Hrs/Wk = 1.5 x Rate
17+ Hrs/Day 81+ Hrs/Wk = 2.0 x Rate
Return lights to their stowed position after use. Additional charges
may apply to stow lights upon pick-up.
SALES ITEMS:
Qty Item number unit Price
1 ENVIRONMENTAL EA 8.280 8.28
2133XXX000 ENVIRON/HAZMAT/DISPOSAL FEE
RENTAL PROTECTION PLAN 63.75
OUST P/U
Sub-total: 497.03
Tax: 32.50
Total: 529-53
--------------------------------------------------------------------------------------
.................................................................................................................... . .. .......___.................
wnittoutp tAft tsiprs It Pon
PROPERLY,P40TIFY I HE OFFICE AT ONCE OVERIME RATES MAY APPLY REFUEUNG OAMAGIES AND RLPAMS
L The total charges are amestimate batteri es the estimated rental period and other Information provided by Customer.
21 Customer to u n!mmmas all risks associated with the Equipment during the Rental Period,including injury and damage to persons,p partyandtheEq 1pme L
customer3. is responsible for and shall only permit properly trained,Autherit9d Individuals to use the equipment.
4, if the Equipment does not operate properly,is not suitable for Customer's infected use,does not have operating and safety instructions or Customer has any questions regarding use of the Equipment,Customer shall not use the Equipment and
shall contact Sunbelt immediately.
5. Equipment misuse or using damaged at malfunctioning Equipment may result in serious bodily injury or death and Customer agrees that Customer(1)assumes a"risk associated thereunder,and 00 indernalflus Sunbelt Entities for all claims or
damages as a result of misuse or use of damaged or malfunctioning Equipment.
S. Container has received,read,understands and agrees to the estimated charges and all the terms an this page,plus all sections on the reverse side of this contract I'Sections'),Including Release and indemnification in Section a and Environmental
Pon in Section 16,which can also be fond at www.suabottranta[LcosOrentalcontract.-11ofivertirickup Surcharge fee explanation is available at wwwsuntualtrentalscomfourcharge.
7. C:,tam r meat contact Sunbelt to request pickup of Equipment,retain the Pick-Up Number given by Sunbelt and will he responsible fat Equipment until actually retrieved by Sunbelt,
S. C: am:r waives its right to 4 jury trial in any dispute as net forth In Section 19.
9. At the election of Sunbelt wCustsmer,Cuitorear 49imas to stood awl iksputa to arbitration and waives any flS M to Mal a class action asset forth in Section 20.
`66`611'inued on the next page...
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