10/21/2009 Agreement
DANNY L. KOLHAGE
CLERK OF THE CIRCUIT COURT
DA TE:
October 26, 2009
TO:
Peter Horton, Director
of Airports
VIA:
Bevette Moore, Director
of Operations
Pamela G. Han~.
FROM:
At the October 21, 2009, Board of County Commissioners meeting, the Board granted
approval and authorized execution of Contract between Monroe County and Quality Enterprises,
USA, Inc. for Runway Safety Area Improvements at the Key West International Airport.
Enclosed are two duplicate originals of the above-mentioned for your handling. Should
you have any questions, please feel free to contact our office.
cc: County Attorney
Finanfe
Filev'
CONTRACT DOCUMENTS
RUNWAY SAFETY AREA IMPROVEMENTS
KEY WEST INTERNATIONAL AIRPORT
MONROE COUNTY, FLORIDA
A.I.P. Nos.: 3-12-0037-033-2007 /3-12-0037-034-2007
PFC Application No.: 13 & 14
URS Corporation Contract No.: 12638813.00000
FOOT FM Item No.: 412535-1
Prepared for:
THE MONROE COUNTY
BOARD OF COUNTY COMMISSIONERS
MR. CHARLES McCOY, DISTRICT 3
MR. MARIO 01 GENNARO, DISTRICT 4
MR. GEORGE NEUGENT, DISTRICT 2
MS. DIXIE SPEHAR, DISTRICT 1
MS. SYLVIA MURPHY, DISTRICT 5
MAYOR
MAYOR PROTEM
COMMISSIONER
COMMISSIONER
COMMISSIONER
Prepared by:
URS CORPORATION
FEBRUARY 2008
q>UALJ;
ST A '-E OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
1940 NORTH MONROE STREET
TALI.AHASSEE FL 32399-0783
(850) 487-1395
MURRELL, HOWARD J JR
QUALITY ENTERPRISES USA, INC.
2827 SILVERLEAF LN
NAPLES FL 34105
Congratulations! With this license you become one of the nearly one million
Floridians licensed by the Department of Business and Professional Regulation.
Our mission at the Department is: License Efficiently, Regulate Fairly. We
constantly strive to servE~ you better so that you can serve your customers.
Thank you for doing business in Florida, and congratulations on your new license!
DETACH HERE
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To: ~Murrell Frr.:Qnvia.com Inc
FAX No. 239 435 7202
13:06 OS/22/08 PG 001
F. I.JUl
MAY/23/2008/FRI 10: 15 AM Quality Enterprises
ADDENDUM No.3
May 22.2008
To
Contract Documents for
Runway Safety Area Developmen1 at
Key West International Airport
Monroe County, Florida
A.1. P _ Nos. 3-12-0037 -033-2007/3..12-0037 ~034-2007
PFC Nos.13 & 14-
FDOT-Item No. 412530-1
TO ALL CONCERNED:
The following items are modifications and interpretations to the original contract
dOCUlnents. The following items as provided hereinafter are now in effect and have the
same force as jf included in the original documents.
Bidder shall acknowledge receipt of this addendum on the proposal form (Section C)
Page 1-16 and Section H, Page 1-31).
Also7 please sign this page of the addendum and return by fax (305) 261-4017 to
confirm your receipt.
This .Addendun1 No.3 consists of ;i total pages.
U RS Corporation
I.
i
,
Signature
Enterprises USAJlnc.
ame
Paul J. Moriar~y
Nan1e
Vice President
Title
Addendum No.3
Page 1
ADDENDUM No.3
May 22, 2008
To
Contract Documents for
Runway Safety Area Development at
Key West International Airport
Monroe County, Florida
A.I.P. Nos. 3-12-0037-033-2007/3-12-0037-034-2007
PFC Nos.13 & 14
FOOT Item No. 412535-1
This addendum to the Contract Documents includes modifications to the following:
A. Modification to the contract documents
Delete in section A, page 1-2 and
Replace with the revised section A, page 1-2.
All bids must be received by the county purchasing office before
11 :00 a.m. on Friday, May 30, 2008.
All items and conditions of the original contract documents shall remain unchanged.
Addendum No.3
Page 2
SECTION A
NOTICE OF CALLING FOR BIDS
NOTICE IS HEREBY GIVEN TO PROSPECTIVE BIDDERS that on Friday, May 30th, 2008 at
11 :00 AM, the Monroe County Purchasing Office will open sealed bids for the following:
Furnishing of all labor and materials and performing all work for constructing the following
contract:
Runway Safety Area Improvements
Key West International Airport
Monroe County, Florida
The major items of work for the contract will be as follows:
· Construction of a non-standard RSA width of 400 feet for the length of the runway;
except for approximately 2,000 feet at the center of the runway where the north
boundary of the RSA would be 150 feet north of the runway centerline. The RSA
would extend approximately 375 feet beyond the east end of the runway with
installation of a minimum-length Engineered Materials Arresting System (EMAS). A
non-standard RSA, 600 feet long, would be constructed at the west end of the
runway. With the exception of the EMAS arrestor bed, the new RSA sections would
be constructed of compacted fill material and be maintained in a grassed condition.
· Connected actions associated with the proposed action would include construction
and/or, establishment of temporary construction staging areas, and removal of fill
material to mitigate wetland impacts as a result of the proposed action.
· Additionally, Contractor shall perform construction activities such as cleaning,
grubbing, regarding, pollution control, and pavement marking, among others
mentioned in Special Provision No.2.
Specifications and Bid Documents may be requested from DemandStar by Onvia at
www.demandstar.com or www.co.monroe.fl.us. or call toll-free at 1-800-711-1712. Technical
questions should be directed at the Engineer, URS Corporation, 7650 Corporate Center Drive,
Suite 400, Miami, Florida 33126-1220; Telephone (305) 262-7466, Fax (305) 261-4017.
Bidders must submit two (2) signed originals and one (1) complete copy of each bid in a sealed
envelope marked on the outside: "Sealed Bid for Runway Safety Areas ImprovementsU,
addressed and delivered either in person or by mail, preferably by special delivery, registered
mail to:
Monroe County Purchasing Office
1100 Simonton Street, Suite 213
Key West, Florida 33040
All bids must be received by the County Purchasing Office before 11 :00 AM on Friday, Mav 30th.
2008. Any bids received after this date and time will be automatically rejected. Faxed or emailed
bids will also be automatically rejected.
All bids must remain valid for a period of one-hundred twenty (120) days. The Board will
1-2
Addendum No.3
Page 3
MAY/~~/LUU~/WEU 12:24 PM ~uality Enterprises
\.~I
FAX No. 2J~1 4J:I 'ILUL
F. UI_iJ.
ADDENDUM No.2
May 19, 2008
To
Contract Docunlents for
Runway Safety Area Development at
J<ey West International Airport
Monroe CountYJ Florida
A, I. p, Nos. 3-12-0037-033-2007/3..12..0037-034-2007
PFC Nos.13 & 14
FOOT Itenl No. 412535..1
TO ALL CONCERNED:
The following itenis are modifications and interpretations to the original contract
dOCUl11ents. The following items as provided hereinafter are now in effect and have the
same force as if included in the original docunlents.
Bidder shall acknowledge receipt of this addendum on the proposal form (Section C,
Page 1&0116 and Section Hs Page 1"31).
Also, please sign this page of the addendum and return by fax (305) 261-4017 to
confirm your receipt.
This Addendum No.2 consists of 13 total pages, and 24 total drawings.
Sig
Quality En~~rprises USAt Inc.
cr. any Name
Paul J. Moriarty
Narne
Vice President
Title
Addendum No. 2
Page 1
ADDENDUM No.2
May 19, 2008
To
Contract Documents for
Runway Safety Area Development at
Key West International Airport
Monroe County, Florida
A.I. P. Nos. 3-12-0037-033-2007/3-12-0037-034-2007
PFC Nos.13 & 14
FDOT Item No. 412535-1
This addendum to the Contract Documents includes modifications to the following:
A. Modification to the contract documents
Delete in attachment A, Schedule of Bid Items, Schedule 1, pages 1-18 thru
1-21 and
Replace with the revised attachment A, Schedule of Bid Items, Schedule 1,
pages 1-18 thru 1-21. Portable Lighted Runway Closure Marker Item was
included, sodding, seeding, 2" bituminous concrete surface, and
bituminous prime coat quantities, and item numbers were modified.
B. Modification to the technical specifications
1) Delete in technical specification P-620 "Runway and Taxiway Painting",
section 620-4.2 and
Replace with the revised technical specification P-620 "Runway and
Taxiway Painting", section 620-4.2. Section 620-4.2 was modified.
2) Add technical specification S-002 "Portable Lighted Runway Closure
Marker" .
c. Modification to drawinQs
Delete drawings: Cover, sheet Nos. C-1 thru C-15, XS-1, XS-10, EM-2,
EM-3, M-3, M-4, M-102, and M-202 and
Replace with the revised drawings: Cover, sheet Nos. C-1 thru C-15, XS-1,
XS-10, EM-2, EM-3, M-3, M-4, M-102, and M-202. The changes are
indicated by clouds (see attached plan sheets).
Addendum No.2
Page 2
D. Respond to plan holder's questions (see attachment)
Q1. By Toppino Company (5-16-08)
When excavating at the ends of the runway, do the excavations have to
be backfilled every night?
R1. Yes.
Q2. By Toppino Company (5-16-08)
Did the airport manager say he would purchase the new runway closure
lights if the one's he has quit?
R2. Contractor shall provide two portable lighted runway closure markers.
Contractor shall include unit price on the schedule of bid items.
Q3. By Toppino Company (5-16-08)
Does excavation quantity include the 18" over dig?
R3. Yes.
Q4. By Toppino Company (5-16-08)
Is the rehandling item just for the unsuitable material or is all material that
has to be rehandled included?
R4. The rehandling item is for unsuitable material, but in case of any
unclassified material can not be placed in its final location, the RPR
would use this item to pay for this work. See revised note # 9 on "work to
be performed and scheduled" (plan sheet C-4).
Q5. By Toppino Company (5-16-08)
I am being told by the landscapers that some of the plants are not
available. The Perennial Glasswort and the Saltwort. Is there a substitute
that we should use?
R5. No substitutions should be considered.
Q 1. By Quality Enterprises USA, Inc. (5-16-08)
Under the notice of calling for bids, pg.2, it states that a General
Contractor's License is required. We do all of our aviation work under our
Florida Builders License, is this acceptable?
R 1. Yes, the contractor shall show evidence of General Contractor or Builder
Contractor license issued by the state of Florida.
All items and conditions of the original contract documents shall remain unchanged.
Addendum No.2
Page 3
'.~_'_-"_______"""""'''Al.#_.-.._.._.._____..........___............._...~.__......______..__.........--............-_...___.,_..._____..-____.___.---._...._..___..__---..__..._.,.~.
BIDDER NAME: Quality EnterR.Ltses USA) rne.
AIRPORT NAME: KEY WEST INTERNATIONAL AIRPORT
PFC APP NO.: 13 & 14 AlP NOS.: 3..12.0037-033.2007/3-12-0037..034..2007
PROJECT DESCRIPTION: RUNWAY SAFETY AREA IMPROVEMENTS
:E::CS~:.C .[
ITEM DESCRIPTION
-. ~...
~NIT '-ES~IMATED
QUANTITY
..... .................
7
FOOT Staked silt fonce
AT One
104.13.1 Dollars' LF
AND Zero
Cents
.-. ......,
6" L101erock base course
AT Fifty 'Right
P..211.5.1 Dollars Cy
AND Zero
-..
Cents
8
28949
-
..-
UNIT PRICE EXTENDED
IN TOTAL
NUMBERS
~-
- .....--
1.00 28,949.0 0
1189
58.00 68,962.00
......-.-- ~_.-..-..~~- __......~..____.___w"'....~._______.........._____... _~.........__ ~._u_.. w..........__._..__............ _..~~_____
2" Bih.fn1inous concrete surface course (3/4"
rnaximum aggregate)
P..401..8.1 AT Twenty Nine Sy
9 Dollars
AND ._~. Z~ro
....Cents
r--' ---
Bituminous prime coat
AT Zero
~.-
10 P.602.S.1 DoUars GAL
AND One
Cents
- -. -.
Structural Portland cernent concrete
AT Eight Hundred
....
11 P..610.5.1 Dollars Cy
AND Zero --..-----
Cents
---- -..------.
Final marking (yellow or white with reflective
beads at 100(% application rate)
AT two
12 P-620..5,1 Dollars SF
AND Zero
Cents
i--
Outline black print (no reflective beads)
One
-~-
Dollars I SF
Fifty
Cents
1-18
5065
29.00 146,885.00
__ ___.____~_..... -.-._._._0....__--
2533 0.01 25.3 3
--
32 800.00 25,600.0 0
_..w__~~~
51522 2.00 103,044.0 0
247921
I
1.501
37,188.00
Addendum No.2
Page 4
BIDDER NAME: Quality Enterpr~ll.SA, Inc.
AIRPORT NAME; KEY WEST INTERNATIONAL AIRPORT
PFC APP NO.: 13 & 14 AlP NOS.: 3..12..0037p033.2007I 3.12.0037p034-2007
PROJECT DESCRIPTION: RUNWAY SAFETY AREA IMPROVEMENTS
- -.... -
ITEM SPEC -]
No.
ITEM DESCRIPTION
EMAS bed installation
UNIT ESTIMATED
QUANTITY
14
AT Three Hundred Thirty Thousand
P-555:',1 Dollars LS
AND Zero
-~.- ..~-_._~-_..-
Runway pavement grooving
AT Eighteen
15
P-630..4,1
16
T ..901-5.1
17 T..904-1'1.1
~-"'.f---'--
18
8-1
19
S-2
20
M-103-1
_.~ AND
Dollars Sy
AND Ze:r;o
Seeding
AT.. Three Thousand
-- Dollars AC
AN D _.Ze.r.Q_
Sodding
AT.... Five
Dollars SY
AND._. Zero
__u. Cents
Cents
Cents
Cents
.------ ._-1-------'
UNIT PRICE
IN
NUMBERS
EXTENDED
TOTAL
1 330,000 330,000.00
473
18.00
8,514.00
19.10 3,000.00 57 ,300.00
...__.._..~-
10008
1
5.00 50,040.00
..._.~._~.~..._-~_..- - -~._-._-
Bench rnark and concrete tl'\onument
resetting
...r.._
AT One Thousand Five Hundred
Dollars EA
AND Zero
Portable lighted runway closure rnarker
Cents
AND Zero
AT Twentv Eight Th.ousand Three Hl ndred
o'ol'rars E A
Red mangrove (1 gallon)
AT Four
Cents
2
1,500.00
3,000.00
2
28,300
56,600.00
Twenty
;
D:~::: L~~ · 80
1..19
Addendum No.2
Page 5
_......._.-.~_.~.~--_._---..........---.._--_.~.. ......._~_._.--_._~.-_._._...........-_.._-~-_... ......-.---.-..-.-..-----.---..--...-...----.-.--
BIDDER NAME: Quality Enterprises US~,Inc. ......_..--~--
AIRPORT NAME: KEY WEST INTERNATIONAL AIRPORT
PFC APP NO.: 13&14 AlP NOS.: 3-12~0037..033.2007 13-12~OO37"O34.2007
PROJECT DESCRIPTION: RUNWAY SAFETY AREA IMPROVEMr~NTS
- - - -.. - - ....--.-
_0' .. ~;IMAn;D .'''''#0
SPEC UNIT PRICE EXTENDED
ITf:~M No. ITEM DESCRIPTION IN TOTAL
QUANTITY NUMBERS
-."
-- .tHY.... ~~
Black mangrove (1 gallon)
AT Four ...... ---
21 M.103.2 Dollars EA 2024 4.20 8,500
AND Twenty
Cents
- ......---.....- .",.. -~-
White mangrove (1 gallon)
AT Four
-~~~
22 M.103..3 Dollars EA 1109 4.20 4,657
AND Twenty
..".",..",. Cents
-- _----..--- ..--------~---------_.-...-..~-~...-....._...,--.._..- .- ---- .--.-...-.~_..
S aft grass (2" pots)
AT Zero
.-.......,....-----.....-........"""'.----
23 M.103.4 Dollars EA 4289 0.85 3,645
AND Eight Five
Cents
1-------...-. .... .....-...-.--.---...........-...-..----.----,......- ~- ----..-..-- .. -------.
Seashore ctropseed (211 pots)
AT Zero
24 M..103..5 Dollars EA 4289 3,645
Eighty Five 0.85
AND
Cents
.......~-- -----'- ~~~"-""'''''^'''- .._-._........._._----_.~.._....--~ -...--.....-...... .....-.......-......-...- -~-._._._-..-....._- --.........-.-
Per~nnial glasswort (2" pots)
AT Zero
25 M.103.6 Dollars EA 4289 0.85 3, 64~
AND Eighty Fiv~_ ---.........,.....
Cents
~-'- -~---- -- .........-......-.--------....-.- "'-." --
Saltwort (2t' pots)
AT Zero
26 M..103.7 Dollars EA 4PLOT 289 0.85 3,641:
AND Eig~ty Five
~ Cents
! ! :
.80
.80
.65
.65
.65
.65
~__._--..._--~_...-__-_-.__.._....-~---..... ____......__....._.._..____.L__~__--....-.--~-.---.-_........_-~--------~
I Seaside Oxeye (2" pots) ~: i 1
! I I :
. AT Zero !:
27
M.103..3
Dollars
0.85
3,64 .65
EA
4289
AND, Eighty Five
Cen ts
1-20
Addendun1 NO.2
Page 6
BIDDEI~ NAME: ._Qu_a1ity Enterprises USA.. !ltGJ.-
AIRPORT NAME: KEY WEST INTERNATIONAL AIRPORT
PFC APP NO.: 13 & 14 AlP NOS.: 3..12-003'1-033-2007 f 3-12-0037 -034..2007
PROJECT DESCRIPTION: RUNWAY SAFETY Ar~EA IMPROVEMENTS
ITEM
SPEC
No.
- ..- ,-...-.. .... ., -
-- _ .........",........-........-.
ESTIMATED UNIT PRICE EXTENDED
IrE M DESCRIPTION UNIT QUANTITY IN TOTAL
NUMBERS
-. .- ~.. rh - ............""
Sea Purslane (211 pots)
AT Zero
Dallal's EA 4289 0.85 3,645. 65
AND Eighty Five -..
Cents
28 M.103-9
---- .-...........---.--..-........... ~.__._--I----.~
Wetland enhancement and upland restoration
AT Five Thousand Eight Hundred F fty
M..103-10 Dollars AC 6.17 5,850.00
36,094.50
29
AND Zero
Cents
._----"-------~----~.._~._-----._~_._._'--..
TOTAL 810 ITEMS 1 THROUGH 29
$1,725,(29.13
1-21
Addendum No.2
Page 7
applied to black paint. Glass beads shall adhere to the curedpaint P I or all marking operations shall
cease until corrections are made.
All emptied containers shall be. returned to the paint storage area for checking by the Engineer.
The containers shall not be removed from the airport or destroyed until authorized by the
tEngineer.
620-3.6 PROTECTION. After application of the paint, all markings shall be protected from damage
' until the paint is dry. All surfaces shall be protected from disfiguration by spatter, splashes, spillage, or
drippings of paint.
620-,3.7 RLVIOVAI, OF EXISTING :y1AR1<I\CS. Existing markings shall he removed by
water blasting or grinding. In order to avoid damaging the pavements during the water hlasting
operations, the Contractor shall only utilize a water pressure that is sufficient to remove the
paye meat markings. In the event that the pavemenl is damaged by the water blasting operations,
the Contractor:shall reduce the water (pressure, or shall utilize other approved methods to remove
the pavement markings. Do not use cheni„.,0'1:paint remover.
METHOD OF MEASUREMENT
620-4.1 The quantity of runway and taxiway markings to be paid for shall be the number of square
' feet of painting performed in accordance with the specifications and accepted by the Engineer.
620 4:2 No measurement for payment will be made for the removal of existing pavement
' itarlangs.
BASIS OF PAYMENT
6211->.I Payn►enl shall be made at the contract unit price per square foot for runway- and
taxiway painting, reflective media and, rcuutval of existing,markings. This price shall be.full
compensation for furnishing all inatcriitls trtd lot,, all labor, ,c.quipmenl, tools, and incidentals
necessary to complete the item.
Payment will be made under:
1 �Item P-620-5.1 Final \iarldng(yellow or white with
z y� .Reflects c Beads at 100"/'o Rexapplictiote) h fr sdu u-e;foot
Ttcr h� S 2 Pi tiinc l3l,cl.P ri e i ts) Per silo ire'foot
TESTING REQUIREMENTS
AS1'\I C-1-16 { 'her sty ti
AS'I'11 C 371 in-Cloth SItsV� ,Analysis of 1'onplasttc Cc .rmic'
Powders
1
Key West International Airport P-620-12 May 2008
Runway Safety Area Improvements
t Addendum No.2
Page 8
ITEM 8-002
PORTABLE LIGHTED RUNWAY CLOSURE MARKER
002-1. DESCRIPTION
1-1. The PORTABLE RUNWAY CLOSURE MARKER (ReM) Intist be designed to fOll11 a
lighted X which contains twenty-one (21) 90 watt par 38, 10 degree weather proof outdoor standard
base clear Halogen spot bulbs with one (1) bulb located in the center and five (5) bulbs located in
each of the four (4) legs. All X panel bulbs, light sockets, wiring and connections 111Ust be enclosed in
a weather resistant housing.
1-2. The lighted X fonned when opened and operating will be 20' 6" (6.248In) each continuous
leg and 14' 6" (4.4201n) on the peripheral.
1- 3. The (RCM) must collapse for transport and storage so that all palts are inside the trailer
frame dimensions to prevent damage.
1-4. lllulnination of the (RCM) will be workable in a continuous or flashing lnode. This must be
controlled by a SOLID STATE FLASHER. MECHANICAL FLASHERS ARE NOT
ACCEPT ABLE.
1-5. A photo cell must be used to reduce the voltage to 75 volts for nighttime operations.
1-6. Flash interval time will be:
Bright mode - Approximately 2.5 seconds on and 2.5 seconds off.
DilTI mode - Approximately 2.5 seconds on and 2.5 seconds off.
1- 7. A radio interference filter will be installed with a operation frequency of 50 Hz.
1-8. The (ReM) must have at least two (2) lights (mounted at the backside of the upper pOl1ion of
the top of the legs of the X) on the backside of the X to indicate power is being supplied to the
(RCM) and to indicate that more than one (1) bulb has become inoperative.
1-9. The (ReM) must be designed so it can be used while still attached to the tow vehicle or have
the means to stand-alone.
1-10. The (RCM) must be able to withstand winds of 40 MPH (64.37 KPH) while in operational
mode.
1-11. The runway closure marker must be discernible from a distance of 3 to 5 miles (4.828 to
8.047 Ian) VFR daytime and a minimum of 6 miles (9.656 km) VFR nighttime. These distances must
be determined from an aircraft using a Loran receiver.
1-12. Set up time for the (ReM) must be capable of being accomplished by one person in two (2)
minutes or less. This means the (ReM) can be raised and operating within this time frame.
Key West International Airport
S-002-1
May 2008
Runway Safety Area Improvements
Addendum No.2
Page 9
1-13. The (RCM) ll1ust have the fuel capacity to lun at FULL LOAD for a 111ini111U111 of 120 hours
without refueling.
1-14. The (RCM) 111llst have the capability of being hard wired for the convenience of operating
without the use of a generator for prinle power.
1-15. All electrical C0111pOnents lnllst be UL listed.
002-2. LIGHTED X SUPPORT FRAME (Angle Mechanism)
2-1. The angle Inechanisln will be constlucted of2" (60.96 cln) square tubing.
2-2. The angle mechanism must be capable of tilting 3 degrees from vertical and have trailer
adjustments to aCCOffilTIodate this angle no Inatter what the degree of the lunway.
2-3. The angle mechanism will be operated by an electric actuator which will both raise and lower
the Inechanism with power from the generator. The actuator must be approved by the manufacture
for this application. The actuator must have the following: 3,000 pound (1.361 t) static, capacity,
solenoid brake, weather proof, spur gear reduction, 30% Duty cycle motor rating.
002-3. LIGHTED X ASSEMBLY
3 -1. The (ReM) legs will be constructed from aluminum.
3-2. A locking system will be installed to secure the legs fi.om expanding when the (ReM) is in
the transport mode.
002-4. TRAILER
4-1. The trailer frame will be constructed from 2" (60.96 cm) square tubing.
4-2. Trailer dimensions: 7'6" (2.29m) wide, 10' (3.05m) long.
4-3. The trailer floor must be expanded steel to serve as a work platform for servicing personnel
and to minimize the possibility of ice and snow acculTIulation.
4-4. A 1500# (0.680 t) axle with built-in independent Henschen type suspension or equal. Axle
springs, shackles, or shock absorbers are not acceptable.
4-5. 4.80 x 12" (203.20 x 30.48 em) tubeless 4-ply tires, 12" (30.48 em) wheels and fenders.
4-6. 2" FAS-LOC coupling rated at 3500# (1.588 t) GVW., with safety chains.
4-7. A two-inch (5.08 em) ball will be mounted at the rear of the trailer to facilitate towing of a
second (ReM).
4-8. Provisions to accommodate safety chains will be mounted at the rear of the trailer.
Key West International Airport
5-002-2
May 2008
Runway Safety Area Improvements
Addendum No.2
Page 10
4-9. D.O.T. approved brake, tail, and turn signal lights and ret1ectors are provided.
4-10. Five (5) 2000 lb. (0.91 t) jack stands located at each corner and tongue.
002-5. PAINT-POWDER COATING
5-1. The entire (RCM) unit will be powder-coated gloss to a 1.8 Inil111inilnuln dry fih11 thickness.
Powder to be outdoor rated, UV resistant, polyester TGIC with the following charactelistics:
H-2H Pencil Hardness - ASTM-D522
160 IN-Lb Gardner direct & reverse-impact ASTM-D2794 modified
Flex over 1/4 dia111eter needed without fracture.
002-6. DIESEL POWERED GENERATOR
Rated Watts - Minilnuln 2700
Voltage - 120
Amperage - 29.2/14.6
Fuel Capacity - 30 Gallons (113.56 1)
Run Time - 120 hours
Must comply with Mil Spec. W-F 800 for the use of alternative fuels
CF-I
CF-2
JET-A
Starting System - 12V DC Electric & Recoil Rope
· ELECTRICAL OUTLETS:
2-120V (15A) wI GFI
OTHER FEATURES:
Low Oil Pressure Safety Protection System
Running Time Meter
Circuit Breaker Protection
Anti-Vibration Rubber Mounts
Dry Air Cleaner
12V Battery Charging System
* Generator must be approved by the generator manufacture for this application.
002-7. PROTECTIVE COVER
Total Weight: 18 OZ P.S.Y. Width: 61" Yam: Polyester Count: 20 X 20 Denier: 1000D x 1000D
Grab Tensile (FS 5100): 400 x 338 Tongue Tear (FS 5134): 77 x 77 Adhesion (FS 5970): 15 lbs / 2
em Abrasion (FS 5306): 1000 cycles Low Temperature: -40 degrees Continuous: 180 degrees
Intelmittent: 200 degrees Finish: Matte Treatments: Anti-mildew, V.V. pigments
Putup: 75 yards
Key West International Airport
S-002-3
May 2008
Runway Safety Area Improvements
Addendum No.2
Page 11
002-8. WARRANTY
8-1 The Contractor shall provide a \vritten one-year vvarranty guaranteeing all work installed
under tl1is contract. It shall cover all parts and labor against defective parts of work111anship
necessary to repair or bling into proper operation any equipn1ent, including, but not li111ited to,
fixtures, support fran1e, lighted X asselnbly, trailer, paint, generator, transfollners, regulators,
switches, circuit breakers and conduit systeu1. The walTanty shall start upon the acceptance of all
work as accepted by Engineer. Final payu1ent will be withheld until receipt of the warranty by the
Contractor.
8-2. Repairs Covered: The (RCM) is walTanted by the Inanufacturer to the original owner during
tIle WARRANTY PERIOD. The walTanty covers repairs to COIl.ect any (RCM) defect related to
lnaterials or worlananship occurring during the WARRANTY PERIOD.
8-3. WalTanty Period: The WARRANTY PERIOD for all coverage begins on the date the (RCM)
is first delivered and ends at the expiration of the COVERAGE period.
8-4. Coverage Period: The complete (RCM) shall be covered for one (1) year.
002-9. SHIPPING AND HANDLING
9-1. All equiplnent, cOlnponents, and assemblies shall be stored, packaged, and handled in a
lnanner to preserve the integrity of the equipment until it is installed, tested and accepted by the
Owner and the FAA.
002-10. INSTALLATION AND MAINTENANCE MANUALS
10-1. The Contractor shall provide two (2) manuals per equipment type to the AlE. The manuals
shall contain all information pertaining to the equipment, wiring diagrams, parts list, and product
walTanty. The portable lighted runway closure marker installation shall follow the manufacturers
recommendation.
002-11. TESTING
11-1. All Inatelials and finishes are subject to testing. Material inspection and testing will be
performed by the Contractor at no expense to the Owner. The testing of electrical equipment shall
confolm to the description of the individual specification sections.
002-12. INSPECTION
12.1. Provide for electrical inspections by the authority having jurisdiction. No work shall be
concealed or enclosed until after inspections.
The installation of all equipment will be inspected by a representative of the Engineer while being
installed. Before the acceptance, inspections and tests are to be made; the Contractor shall notify the
Engineer by written notice when he is ready. The completed systems shall be operated from sunset to
sunrise each night for a period of one week prior to acceptance test. During this trial operation, the
Contractor shall correct any defects which may develop, at no extra cost.
Key West International Airport S-002-4 May 2008
Runway Safety Area Improvements
Addendum No.2
Page 12
002-13. METH"OD OF MEASU:REMENT
13-1. The quantity of portable lighted runway closure ll1arker to be paid, shall be the nUll1ber of
each unit in place, ready for operation, including accessories, associated periphery utility structures
and structural, Inechanical and electrical work as shown on the plans, and accepted by the Engineer.
002-14. BASIS OF PAYMENT
14.1 PaYlnent will be Blade at the contract unit price for nUllishing and installing each pOl1able
lighted lunway closure l1larker, which prices and paYlnents shall be full cOlllpensation for the
furnishing of all the equipn1ent, including but not lilnited to, support fraIne, lighted X assel1lbly,
trailer, powered generator, protective cover, and incidentals necessary to complete this iteln, and
accepted by the Engineer.
Payment will be made under:
IteIn No. 8-002-14.1 Portable lighted Runway Closure Marker - per each
MATERIAL REQUIREMENTS
Meets FAA Airport Advisory Circular 150/5370-2E
END OF ITEM S-002
Key West International Airport
S-002-5
May 2008
Runway Safety Area Improvements
Addendum No.2
Page 13
Please replay to last question ASAP
Thanks
Sincerely,
Andres Gutierrez, P.E.
Senior Project Manager
URS CORPORATION
(305) 262-7466 Main Line
(305) 514-2425 Direct Line
(305) 261-4017 Fax
This e-mail and any attachments are confidential. If you receive this message in error or are not the intended recipient, you should
not retain, distribute, disclose or use any of this information and you should destroy the e-mail and any attachments or copies.
----- Forwarded by Andres GutierrezlMiami/U RSCorp on 05/16/2008 12: 19 PM -----
"Paul Toppino"
<pault@toppinocompanies.co To "Andres Gutierrez" <andres_9utierrez@urscorp.com>
m>
cc
05/16/2008 12: 17 PM
Subject
Andres,
Questions for the Airport Job
When excavating at the ends of the runway, do the excavations have to be
backfilled every night.
Did the airport manager say he would purchase the new runway closure lights
if the one's he has quit
Does the excavation quantity include the 18" over dig.
Is the rehandling item just for the unsuitable material or is all material
that has to be rehandled included.
I am being told by the landscapers that some of the plants are not
available. The perennial Glasswort and the Saltwort.
Is there a substitute that we should use?
Paul Toppino
Andres GutierrezJMiami/URSCorp
05/19/2008 09:51 AM
To Luis SanehezlMiami/URSCorp@URSCORP
ec
bce
Subject Fw: Key West International Airport
Luis,
Please include in the addendum that a builders license can be use.
Sincerely,
Andres Gutierrez, P .E.
Senior Project Manager
URS CORPORATION
(305) 262-7466 Main Line
(305) 514-2425 Direct Line
(305) 261-4017 Fax
This e-mail and any attachments are confidential. If you receive this message in error or are not the intended recipient, you should
not retain. distribute. disclose or use any of this information and you should destroy the e-mail and any attachments or copies.
----- Forwarded by Andres Gutierrez/Miami/URSCorp on 05/19/2008 09:50 AM -----
"Lou Gaudio" <Igaudio@qe-usa.com>
05/16/2008 02:37 PM
To <Andres_Gutierrez@URSCorp.com>
cc
Subject Key West International Airport
Andres,
Under the Notice of Calling for Bids, Pg. 2, it states that a General Contractor's License is required. We
do all of our aviation work under our Florida Builders License, is this acceptable?
Lou Gaudio
Project Manager
Quality Enterprises USA, Inc.
3894 Mannix Drive, Suite 216
Naples, Florida 34114-5406
phone 239-435-7200
fax 239-435-7202
ADDENDA NO. 1
May 6, 2008
NOTICE OF CALLING FOR BIDS
81 D-APK-148-218-2008-P U R1CV
A.I.P. Nos.: 3-12-0037-033-2007 /3-12-0037-034-2007
PFC Application No.: 13 & 14
URS Corporation Contract No.: 12638813.00000
FOOT FM Item No.: 412535-1
Prepared for:
THE MONROE COUNTY
BOARD OF COUNTY COMMISSIONERS
MR. CHARLES McCOY, DISTRICT 3
MR. MARIO DI GENNARO, DISTRICT 4
MR. GEORGE NEUG9NT, DISTRICT 2
MS.. DIXIE SPEHAR, ;DISTRICT 1
MS.. SYLVIA MURPHY, DISTRICT 5
MAYOR
MAYOR PROTEM
COMMISSIONER
COM MISSIONER
COMMISSIONER
Prepared by:
URS CORPORATION
FEBRUARY 2008
1
^ Or (l ~ -J AI)
() ~ lr)to Ill~ ~
~(..J~{'-.,J{~V '1)"\ ~
APPROVAL TO ISSUE ADDENDUM
The Requesting Department Director, Division Director or designee
and the Purchasing Director or designee, shall approve any
addendum to a request for formal sealed bids. The addendum shall
clearly point out any addition or change to the specifications.
~ rt.u~o I V\-vf4- Cs u:.-aJi-o.dd q ~/o~ )
Department Director or designee Date
Purchasing Supervisor (designee)
Date
~~'
.C\
ADDENDA NO.1
May 6, 2008
NOTICE OF CALLING FOR BIDS
BID-APK-148-218-2008-PURlCV
RUNWAY SAFETY AREA IMPROVEMENTS
KEY WEST INTERNATIONAL AIRPORT
. KEY WEST, MONROE COUNTY, FLORIDA
o$~C'o
~~ 0-
o 18 24 ~
~ "^ ~
A.I.P. Nos.: 3-12-0037-033-2007 l3-12-0037-034-2007
PFC Application No.: 13 & 14
URS Corporation Contract No.: 12638813.00000
FOOT FM Item No.: 412535-1
Prepared for:
THE MONROE COUNTY
BOARD OF COUNTY COMMISSIONERS
MR. CHARLES McCOY, DISTRICT 3
MR. MARIO DI GENNARO, DISTRICT 4
MR. GEORGE NEUGENT, DISTRICT 2
MS. DIXIE SPEHAR, DISTRICT 1
MS. SYLVIA MURPHY, DISTRICT 5
MAYOR
MAYOR PROTEM
COMMISSIONER
COMMISSIONER
COMMISSIONER
Prepared by:
URS CORPORATION
FEBRUARY 2008
ADDENDA NO.1
May 6, 2008
NOTICE OF CALLING FOR BIDS
BID-APK-148-218-2008-PURlCV
RUNWAY SAFETY AREA IMPROVEMENTS
KEY WEST INTERNATIONAL AIRPORT
KEY WEST, MONROE COUNTY, FLORIDA
DIVISION IV
SPECIAL PROVISIONS
SPECIAL PROVISION NO.6
SAFETY AND SECURITY REQUIREMENTS
(PAGE IV-29)
ADDITIONAL REQUIREMENTS:
3. AIRPORT SECURITY REQUIREMENTS
A. General. The federal Transportation Security Administration is the
federal agency primarily responsible for overseeing the security
measures utilized by the airport owner pursuant to the relevant
provisions of Chapter 49, United States Code, and regulations
adopted under the authority of the Code, including but not limited to
49 CFR 1540, et seq. Violations of the statutes or regulations
may result in severe civil monetary penalties being assessed
against the airport operator. It is the intent of the airport operator
that the burdens and consequences of any security violations
imposed upon the airport operator as a result of actions by an
airport tenant or the airport tenant's employees, agents, invitees, or
licensees shall be borne by the airport tenant.
B. Airport Tenant Defined. An airport tenant means any person, entity,
organization, partnership, corporation, or other legal association
that has an agreement with the airport operator to conduct
business, construct improvements or provide services on airport
property. The term also includes an airport tenant as defined in 49
CFR 1540.5. Each signatory to this Agreement, other than the
airport operator, is an airport tenant.
2
c. Airport Operator Defined. As used in this Agreement, airport
operator means Monroe County, Florida, its elected and appointed
officers, and its employees.
D. Airport Property Defined. Airport property shall mean the property
owned or leased by, or being lawfully used by, the airport operator
for civil aviation and airport-related purposes. For purposes of this
Agreement, airport property is the property generally referred to as
the Key West Airport, the Marathon Airport, or both as may be set
forth in this Agreement.
E. Inspection Authoritv. The airport tenant agrees to allow
Transportation Security Administration (TSA) authorized personnel,
at any time or any place, to make inspections or tests, including
copying records, to determine compliance of the airport operator or
airport tenant with the applicable security requirements of Chapter
49, United States Code, and 49 CFR 1540, et seq.
F. Airport Security Proqram. The airport tenant agrees to become
familiar, to the extent permitted by the airport operator, with the
Airport Security Program promulgated by the airport operator and
approved by TSA, and also agrees to conform its' operations and
business activities to the requirements of the Airport Security
Program.
G. Tenant Security Proqram. If permitted under TSA regulations, the
airport tenant may voluntarily undertake to maintain an Airport
Tenant Security Program as referred to in 49 CFR 1542.113. If the
airport tenant voluntarily promulgates an Airport Tenant Security
Program that is approved by TSA, such program, as may be
amended and approved from time to time, shall be automatically
incorporated into this Agreement.
H. Breach of Aqreement. Should TSA determine that the airport
tenant or one or more of the airport tenant's employees, agents,
invitees, or licensees has committed an act or omitted to act as
required, and such act or omission is a violation which results in
TSA imposing a civil penalty against the airport operator in
accordance with TSA's Enforcement Sanction Guidance Policy,
such determination and imposition of a civil penalty by TSA shall be
considered a significant breach of this Agreement.
(1). Minimum Violation. If the violation is the first or
second violation attributed to the airport tenant and is
a civil penalty "minimum violation" as provided for in
TSA's Enforcement Sanction Guidance Policy, the
airport tenant may cure the breach by paying to the
airport operator the total costs incurred by the airport
operator, including any fines or penalties imposed, in
3
investigating, defending, mitigating, compromising, or
taking of remedial measures as may be agreed to by
TSA, to include but not be limited to reasonable
attorney's fees and costs incurred in the investigation,
defense, compromising, mitigation, or taking of
remedial action measures. If the violation is a third
violation, or there are multiple violations in excess of
two violations, that is or are a civil penalty "minimum
violation", the airport tenant shall pay to the airport
operator the total costs incurred by the airport
operator, including any fines or penalties imposed, in
investigating, defending, compromising, mitigating, or
taking of remedial measures as may be agreed to by
TSA, to include but not be limited to reasonable
attorney's fees and costs incurred in the investigation,
defense, compromising, mitigation, or taking of
remedial action measures; and, further, the airport
operator shall have the right to unilaterally cancel this
Agreement, such cancellation to be effective thirty
calendar days after receipt by the airport tenant of
written notice of cancellation of this Agreement by the
airport operator.
(2). Moderate Violation. If the violation is the first or
second violation attributed to the airport tenant and is
a civil penalty "moderate violation" as provided for in
TSA's Enforcement Sanction Guidance Policy, the
airport tenant may cure the breach by paying to the
airport operator the total costs incurred by the airport
operator, including any fines or penalties imposed, in
investigating, defending, compromising, mitigating, or
taking of remedial measures as may be agreed to by
TSA, to include but not be limited to reasonable
attorney's fees and costs incurred in the investigation,
defense, compromising, mitigation, or taking of
remedial action measures; and, further, the airport
tenant may cause all of airport tenant's employees
involved in the airport tenant's business operations on
the airport property to undergo such security training
as may be required by the airport operator. The total
cost of the training shall be paid for by the airport
tenant. If the violation is a third violation, or there are
multiple violations in excess of two violations, that is
or are a civil penalty "moderate violation", the airport
tenant shall pay to the airport operator the total costs
incurred by the airport operator, including any fines or
penalties imposed, in investigating, defending,
compromising, mitigating, or taking of remedial
measures as may be agreed to by TSA, to include but
4
not be limited to reasonable attorney's fees and costs
incurred in the investigation, defense, compromising,
mitigation, or taking of remedial action measures;
and, further, the airport operator shall have the right to
unilaterally cancel this Agreement, such cancellation
to be effective thirty calendar days after receipt by the
airport tenant of written notice of cancellation of this
Agreement by the airport operator.
(3). Maximum Violation. If the violation is the first violation
attributed to the airport tenant and is a civil penalty
"maximum violation" as provided for in TSA's
Enforcement Sanction Guidance Policy, the airport
tenant may cure the breach by paying to the airport
operator the total costs incurred by the airport
operator, including any fines and penalties imposed,
in investigating, defending, compromising, mitigating,
or taking of remedial measures as may be agreed to
by TSA, to include but not be limited to reasonable
attorney's fees and costs incurred in the investigation,
defense, compromising, mitigation, or taking of
remedial action measures; and, further, the airport
tenant may cause all of airport tenant's employees
involved in the airport tenant's business operations on
the airport property to undergo such security training
as may be required by the airport operator. The total
cost of the training shall be paid for by the airport
tenant. If the violation is a second violation, or there
are multiple violations, that is or are a civil penalty
"maximum violation", the airport tenant shall pay to
the airport operator the total costs incurred by the
airport operator, including any fines or penalties
imposed, in investigating, defending, compromising,
mitigating, or taking of remedial measures as may be
agreed to by TSA, to include but not be limited to
reasonable attorney's fees and costs incurred in the
investigation, defense, compromising, mitigation, or
taking of remedial action measures; and, further, the.
airport operator shall have the right to unilaterally
cancel this Agreement, such cancellation to be
effective thirty calendar days after receipt by the
airport tenant of written notice of cancellation of this
Agreement by the airport operator.
(4). Mitiqation of Breach. TSA has a policy of forgoing civil
penalty actions when the airport operator detects
violations, promptly discloses the violations to TSA,
and takes prompt corrective action to ensure that the
same or similar violations do not recur. This policy is
5
known as the TSA Voluntary Disclosure Program
Policy, and is designed to encourage compliance with
TSA regulations, foster secure practices, and
encourage the development of internal evaluation
programs. The airport tenant agrees that upon
detecting a violation the airport tenant will immediately
report it to the airport operator. Should the TSA
ultimately determine that the violation was committed
by the airport tenant, or an employee, agent, invitee,
or licensee of the airp'ort tenant, but the violation
should result in the issuance of a letter of correction in
lieu of a civil penalty, then the airport tenant shall
reimburse the airport operator the total costs incurred
by the airport operator in investigating, defending,
mitigating, or taking of remedial measures as may be
agreed to by TSA, to include but not be limited to
reasonable attorney's fees and costs incurred in the
investigation, defense, mitigation, or taking of
remedial action measures. A violation resulting in the
issuance of a letter of correction shall not be
considered to be a breach of this Agreement by the
airport tenant.
(5). Survival of Sub-Section. This sub-section h shall
survive the cancellation or termination of this
Agreement, and shall be in full force and effect.
I. Hold Harmless: Indemnification: Defense: Release: Survival.
Notwithstanding any minimum insurance requirements prescribed
elsewhere in this Agreement, the airport tenant agrees to hold harmless,
indemnify, defend and release the airport operator, and the airport
operator's elected and appointed officers and employees, from any claims,
actions, causes of action, litigation, administrative proceedings, appellate
proceedings, or other proceedings relating to any and all types of injury,
including death, loss, damage, fines, penalties, or business interruption of
any nature whatsoever, of or to any person or property in connection with
the use of the airport property under this Agreement, regardless of
causation and including criminal acts of third parties; and especially
including any and all fines, penalties, out of pocket expenses, attorney's
fees and costs, and costs of remediation or additional security measures
required to be implemented by any governmental agency (including but
not limited to the Federal Aviation Administration and the Transportation
Security Administration) resulting from a violation of any federal law or
federal regulation. This sub-section shall survive the cancellation or
termination of this Agreement.
6
KEY WEST INTERNATIONAL AIRPORT
MONROE COUNTY, FLORIDA
CONTRACT DOCUMENTS
FOR
RUNWAY SAFETY AREA IMPROVEMENTS
A.I.P. Nos.: 3-12-0037-033-2007/3-12-0037-034-2007
PFC Application No.: 13 & 14
URS Corporation Contract No.: 12638813.00000
FDOT FM Item No.: 412535-1
Prepared for:
THE MONROE COUNTY
BOARD OF COUNTY COMMISSIONERS
Prepared by:
URS CORPORATION
FEBRUARY 2008
TABLE OF CONTENTS
DIVISION I........................................................................... 81 D DOCUMENTS
D IVISI 0 N II.................................................................................... CONTRACT
DIVISION III ............................................................... GENERAL PROVISIONS
DIVISION IV ................................................................ SPECIAL PROVISIONS
DIVISION V ...................................................... TECHN ICAL SPECI FI CATIONS
BID DOCUMENTS
DIVISION I
BID DOCUMENTS
SECTION A - NOTICE OF CALLING FOR BIDS ............................................................1-2
SECTION 8 - INSTRUCTIONS TO BIDDERS ................................................................1-4
SECTION C - PROPOSAL AND SCHEDULE OF BID ITEMS ......................................1-14
SECTION 0 - BI D BON D . ... ....... .... ... ....... ....... ... ..... ....... .... ........ ... .... ..... ..... ......... .........1-25
SECTION E - DRUG-FREE WORK PLACE..................................................................1-27
SECTION F - PRIME BIDDER'S QUALIFICATIONS....................................................I-28
SECTION G - DISCLOSURE OF LOBBY ACTIVITIES .................................................1-30
SECTION H - ACKNOWLEDGMENT OF RECEIPT OF ADDENDUM ..........................1-31
SECTION I - DISADVANTAGED BUSINESS ENTERPRISE PROGRAM...................1-32
SECTION J - BIDDER'S AFFIDAVIT IN COMPLIANCE WITH THE
FLORIDA TRENCH SAFETY ACT .........................................................1-33
SECTION K SWORN STATEMENT PURSUANT TO SECTION
287.133C3J(A), FLORIDA STATUTES, ON PUBLIC
ENTITY CRI M ES .... ... ..... ....... ......... ....... ... .... .... ..... .... ..... ........ .... ... ..... ... .1-35
SECTION L - SWORN STATEMENT UNDER ORDINANCE NO. 10-1990 ..................1-38
SECTION ,M - CERTIFICATION OF NONSEGREGATED FACILITIES.........................I-39
SECTION N - FEDERAL WAGES DECISION...............................................................I-40
SECTION 0 - CERTIFICATION REGARDING DEBARTMENT,
SUSPENSION, INELIGIBILITY, AND VOLUNTARY
EXCLUSION - 49 CFR PART 29 ............................................................1-45 '
1-1
SECTION A
NOTICE OF CALLING FOR BIDS
N.OTICE IS HEREBY GIVEN TO PROSPECTIVE BIDDERS that on Tuesdav, Mav 27th, 2008 at
11 :00 AM, the Monroe County Purchasing Office will open sealed bids for the following:
Furnishin~~ of all labor and materials and performing all work for constructing the following
contract:
Runwav Safety Area Improvements
Kev West International Airport
Monroe County, Florida
The major items of work for the contract will be as follows:
· C~)nstruction of a non-standard RSA width of 400 feet for the length of the runway;
except for approximately 2,000 feet at the center of the runway where the north
bc)undary of the RSA would be 150 feet north of the runway centerline. The RSA
would extend approximately 375 feet beyond the east end of the runway with
installation of a minimum-length Engineered Materials Arresting System (EMAS). A
nc)n-standard RSA, 600 feet long, would be constructed at the west end of the
runway. With the exception of the EMAS arrestor bed, the new RSA sections would
bE~ constructed of compacted fill material and be maintained in a grassed condition.
· C()nnected actions associated with the proposed action would include construction
and/or, establishment of temporary construction staging areas, and removal of fill
m4aterial to mitigate wetland impacts as a result of the proposed action.
· Additionally, Contractor shall perform construction activities such as cleaning,
grubbing, regarding, pollution control, and pavement marking, among others
mentioned in Special Provision No.2.
Specifications and Bid Documents may be requested from DemandStar by Onvia at
www.demandstar.com or www.co.monroe.fl.us. or call toll-free at 1-800-711-1712. Technical
questions should be directed at the Engineer, URS Corporation, 7650 Corporate Center Drive,
Suite 400, Miami, Florida 33126-1220; Telephone (305) 262-7466, Fax (305) 261-4017.
Bidders must submit two (2) signed originals and one (1) complete copy of each bid in a sealed
envelope marked on the outside: "Sealed Bid for Runwav Safety Areas Improvements",
addressed and delivered either in person or by mail, preferably by special delivery, registered
mail to:
Monroe County Purchasing Office
1100 Simonton Street, Suite 213
Key West, Florida 33040
All bids must be received .by the County Purchasing Office before 11 :00 AM on Tuesdav, Mav
27th, 2008. Any bids received after this date and time will be automatically rejected. Faxed or
emailed bids will also be automatically rejected.
All bids ITlust remain valid for a period of one-hundred twenty (120) days. The Board will
1-2
automatically reject the bid of any person or affiliate who appears on the convicted vendor list
prepared by the Department of General Services, State of Florida, under Section 287.133(3)(d),
F.S. (1997).
All bids, including the recommendation of the County Administrator and the requesting
Department Head, will be presented to the Board of County Commissioners of Monroe County,
Florida, fc)r final awarding or otherwise. The Board reserves the right to reject any and all bids,
to waive informalities in any or all bids, and to re-advertise for bids; and to separately accept or
reject any item or items of bid and to award and/or negotiate a contract in the best interest of the
County.
Each bid for projects estimated to exceed one hundred fifty thousand dollars ($150,000.00)
must be accompanied by a bid security in an amount equal to five (5) percent of the bid price
either in the form of a certified check made payable to the Monroe County Board of
Commissioners or in a bond from a surety company authorized to do business in Florida. A
project mclY not be divided into sub-parts to avoid the requirement for the bid security. The bid
securities will remain in the custody of the OMS (Office of Management and Budget) director
until forfeited or released. If, after the board accepts the bid the bidder refuses to execute the
contract or commence the work or provide the goods called for, then the bid security will be
forfeited to, and become the property of, the county as liquidated damages for the county's loss
of bargain. If the successful bidder executes the contract and commences performance, then
the bid security will be returned. The bid securities of unsuccessful bidders and bid securities in
the county's possession for more than ninety (90) days from the date of bid opening must also
be returned.
A public construction bond will be required for 1000/0 of the contract price.
Certification of Nonsegregated Facilities and Equal Opportunity Report Statements must be
signed as included in the bid proposal. Failure to complete these forms may be grounds for
rejecting bids.
No bids will be considered unless the bidder is properly qualified to submit a proposal for this
construction in accordance with all applicable laws of the State of Florida. This shall include
evidence of possession of a current license to perform this type of work. Non-residents of the
state, if a corporation, shall show evidence of qualification by the Secretary of State to do
business in Florida. General Contractor license is required.
All bidders submitting bids for construction, improvement, remodeling or repair of public
building, will furnish evidence that the bidder holds an appropriate current certificate or
registration per Ch. 489.113 FS, unless exempt under Ch. 489.103 FS.
A Pre-Bid Conference will be held on Thursday. May 8th. 2008 at 11 :00 a.m. local time, at the
Key West International Airport, Terminal Building, Airport Manager Conference Room.
Attendance by prospective bidders is not mandatory, but is highly recommended. The purpose
of the Conference will be to answer questions and to familiarize potential bidders with the
Project.
Dated at K:ey West, this
day of
, 2008.
Monroe County Purchasing Department
1-3
SECTION B
INSTRUCTIONS TO BIDDERS
1. CONTENTS OF CONTRACT DOCUMENTS:
PnJposal forms are contained in these Contract Documents. All papers bound
with or attached to the Proposal Form are a part of the Contract and must not be
detached or altered.
A Bid Bond in the form of a cashier's check, certified check or surety bond in the
amount of not less than five percent (50/0) of the total amount of bid submitted
shall accompany each proposal. The Bid Bond shall be made payable to Monroe
County Board of County Commissioner.
2. EXAMINATION OF CONTRACT DOCUMENTS AND SITE OF WORK:
The bidder shall examine carefully the site of the work and the Contract
DCtcuments and he shall investigate and satisfy himself as to the conditions to be
encountered, as to the character, quality and quantity of work to be performed
and materials to be furnished and as to the requirements of the Contract.
Bidders shall familiarize themselves with all federal and state laws, local
orejinances and regulations which may in any manner affect the work or its
pre)secution. The filing of a Proposal shall be presumptive evidence that the
biclder has complied with these requirements.
3. INTERPRETATION OF DOCUMENTS:
If any person contemplating submitting a bid for the proposed contract is in doubt
as to the meaning of any part of the proposed Contract Documents, he may
su!bmit to the Engineer, URS Corporation, 7650 Corporate Center Drive, Suite
400, Miami, Florida, 33126-1220, a written request for an interpretation of the
pr()posed documents. Such interpretations will be made only by Addenda and a
colPY of each Addendum will be mailed or delivered to each bidder receiving a set
of such Contract Documents. Requests for interpretation will be accepted UP to
fifteen (15) calendar days prior to the bid due date.
4. ADDENDA:
Any Addenda issued during the preparation of bids shall be included in the
Proposal and shall become a part of the Contract Documents. Subcontractor's
attention must be called to these changes as well as to the effect Addenda may
have on their work.
1-4
5. PREPARATION OF PROPOSAL:
Proposals shall be submitted on the Proposal Form contained in these Contract
Documents. Each blank space in the Proposal Form shall be filled in correctly
and the bidder shall state the price for which he proposes to do the work written
in ink. The bidder will be responsible for all errors or omissions in his Proposal.
Each bidder shall sign his Proposal correctly in ink. If the bidder is an individual,
his name and post office address must be shown. If a firm or partnership, the
name and post office address of each member of the firm or partnership must be
shown. If a corporation, the Proposal must designate the state under the laws of
which the corporation is chartered, the names, titles and business addresses of
its officers and the one signing the Proposal as agent of the firm or corporation
must furnish legal evidence that he has authority to such signature and that such
signature is binding upon the firm or corporation.
Orl the Proposal Form (Schedule of Bid Item sheets), the bidder shall enter in
words and figures a unit price and in figures the product (extension) of the unit
price and quantity in the appropriate column for each bid item exclusive of those
items for which a fixed contract unit price and extension are shown. On "lump
sum" items, the same amount shall be shown in both the unit price (words and
figures) and extension (figures only) columns. After all extensions are made, the
bidder shall total the extended amounts of the bid items and show his total of the
extended amounts of the bid items and show his total bid amount in the
appropriate place on the Proposal Form.
All figures shall be legibly shown in ink or typed. Any inter-lineation, erasure or
other alteration of a figure shall be initialed by the signer of the proposal. The
Owner will check the extension of each item given in the proposal and correct all
errors and discrepancies. In case of a discrepancy between a unit bid price and
the extension amount, the unit price will govern. In case of discrepancy between
the unit price in words and figures, the words shall govern. The sum of the
correct extension amounts will be the contract bid price.
6. ALTERNATE BIDS:
Where alternate designs are provided by the plans and proposal, the bidder shall
enter prices only on the items for the design alternate that will be most
economical for him to construct and other bid items that will be common for all
alternates. The bidder shall enter the words "No Bid" in the unit price column on
items for the design alternates not selected.
If any item on the proposal form permits a choice between alternate specified
types of materials, the bidder shall indicate by a checkmark the type of material
he proposes to use. If more than one type or none is checked, the Owner will
make the selection.
1-5
Wtlere alternate designs are provided for which bids area called for on each
alternate, the bidder shall furnish bid prices for each of the alternates. Failure to
do this may be grounds for rejection of the proposal.
7. REJECTION OF PROPOSALS:
Proposals may be rejected if they show any alteration of form, additions not
called for, conditional or alternate bids or irregularities of any kind. Proposals in
which prices are obviously unbalanced may be rejected. The Owner reserves
thE~ right to waive minor irregularities in any bid.
8. BID PRICE:
The price bid shall cover the cost of furnishing of all materials, tools, labor,
transportation, local, state and federal taxes, Old Age Benefits, Social Security,
selVices and equipment necessary to perform the work in full conformity with the
Contract Documents.
9. PRE-QUALIFICATION OF BIDDERS:
No proposal will be considered from any contractor unless he is licensed to do
work in the State of Florida and is properly qualified to submit a proposal for this
construction in accordance with all applicable laws of the State of Florida.
Bidder shall submit "Evidence of Competency", consisting of statements covering
the bidder's past experience on similar work, a list of equipment that would be
available, latest financial statement, and a list of key personnel. (See General
Provisions 20-02 and Section F "Prime Bidder's Qualification Form.)
10. AWARD OF CONTRACT:
The award of the contract, should it be awarded, will be made by the Owner to
the lowest responsible bidder whose proposal meets the requirements thereof.
The award, if made, will be made within ninety (90) days after opening of the
proposal but no award will be made until the responsibility of the bidder to whom
it is proposed to award the contract has been investigated. Notice of award will
be mailed by the Owner to the successful bidder at the address stated in his
prc)posal.
11. RETURN OF BID BOND:
All bid bonds except those of the two lowest qualified bidders will be returned
prc)mptly after the tabulation of the bids has been made and in no case will a bid
bOlnd be held longer than ninety (90) days without the bidder's written consent.
1-6
12. EXECUTION OF CONTRACT:
The successful bidder will be required to execute the contract and furnish bond
within fifteen(15) days of date of notice to award. In the case of a corporation,
the officer or agent to execute the contract must be designated in a power of
attorney executed by the Board of Directors and duly certified by the Secretary
and bearing the seal of the corporation. When the successful bidder is a
partnership, the power of attorney designating one member of the firm to execute
the contract shall be filed with the Owner. Such power of attorney must bear the
signature of the other members of the firm and must be executed before a
notary .
Any officer or agent signing on behalf of the surety company bonding the
contractor will be required to file a power of attorney with the bond executed and
will be required to affix the seal of the surety to said bond.
13. FAILURE TO EXECUTE CONTRACT:
Should the successful bidder fail or refuse to execute the contract and furnish
satisfactory bond within fifteen (15) days after notice of award has been issued
by the Owner, the bond filed with the proposal shall become the property of the
Owner. At his option, the Owner may then annul the award and award the
contract to the next lowest responsible bidder or reject all proposals and re-
advertise.
14. CONTRACT TIME:
The contractor shall begin work after receipt of the Notice to Proceed in
accordance with Paragraphs 80-02 and 80-03 of the General Provisions and
Special Provisions Nos. 2 and 3, and shall fully complete performance within two
hundred and forty (240) calendar days.
If the Contractor does not comply with the contract time, then liquidated damages
will apply as per Special Provisions No.2 and 3.
15. CONTRACT CLOSE-OUT:
Subsequent to the final acceptance of this project by the Owner, the
requirements of Special Provision No.1., Section 25 "Project Documentation"
Subsection H. "Prerequisites to Substantial Completion" must be satisfied.
16. BID PROPOSAL SUBMISSION:
The Bid Proposal submitted for the work included in this project shall include the
following fully executed documents:
1-7
A.. Bid Proposal Contract (Division I, Section C)
B. Schedule of Bid Items (Division I, Section C)
C:. Bid Bond (Division I, Section D)
D. Drug-free Work Place (Division I, Section E)
E. Prime Bidder's Qualifications (Division I, Section F)
F. Disclosure of Lobby Activities (Division I, Section G)
G. Acknowledgment of Receipt of Addendum (Division I, Section H)
H. Disadvantaged Business Enterprise (Division I, Section I)
I. Bidder's Affidavit in Compliance With the Florida Trench Safety Act
(Division I, Section J)
J. Sworn Statement Under Section 287.133(3)(a) FLORIDA STATUTES, on
Public Entity Crimes (Division I, Section K)
K. Sworn Statement Under Ordinance No. 10-1990, Monroe County (Ethics
Clause) (Division I, Section L)
L. Certification of Nonsegregated Facilities (Division I, Section M)
M. Federal Wage Decision (Division I, Section N)
N. Certification regarding Department, Suspension, Ineligibility, and Voluntary
Exclusion-49 CFR Part 29 (Division I, Section 0)
O. Copy of Contractor's license for State of Florida
P. Bidder's Statement on Insurance (Division III, Section 140)
1-8
17. MARKING AND MAILING BIDS:
Bids, with their guaranties, must be securely sealed in suitable envelopes,
addressed and marked on the outside as follows:
Monroe County Purchasing Office
11 00 Simonton Street
Suite 213
Key West, Florida 33040
Runwav Safety Area Improvements
Key West International Airport
Bid Submission
Biejs received prior to the time of opening will be securely kept, unopened. The
Owner will decide when the specified time has arrived and no bid received
thereafter will be considered. No responsibility will be attached to the Owner for
thE~ premature opening of a bid not properly addressed and identified. Unless
specifically authorized, telegraphic bids will not be considered but modifications
by telegraph of bids already submitted will be considered if received prior to the
hour set for opening.
18. WITHDRAWAL OF BIDS:
Bids may be withdrawn on written or telegraphic request received from bidders
prior to the time fixed for opening. Negligence on the part of the bidder in
preparing the bid confers no right for the withdrawal of the bid after it has been
opened.
19. BIDDERS PRESENT:
At the time fixed for the opening of the bids, their contents will be made public for
the information of bidders and other properly interested parties who may be
present either in person or by representation.
20. BIDDERS INTERESTED IN MORE THAN ONE BID:
If more than one bid for each contract is offered by anyone party, by or in the
name of his or their clerk, partner or other person, all such bids may be rejected.
A party who has quoted prices on materials to bidders is not thereby disqualified
from quoting prices to other bidders or from submitting a bid directly for the
materials of work.
21. ERRORS IN BID:
Bidders or their authorized agents are expected to examine the maps, drawings,
1-9
specifications and all other instructions pertaining to the work, which will be open
to their inspection. Failure to do so will be at the bidder's own risk and he cannot
secure relief on the plea of error in the bid. In case of error in the extension of
prices, the unit price will govern.
22. CONTRACT AND BOND:
The bidder to whom award is made must, when required, enter into written
contract on the standard form as set out herein with satisfactory security in the
amount required, within the period specified or, if no period is specified, within
ten (10) days after the prescribed forms are presented to him for signature.
23. COLLUSION:
If there is any reason for believing that collusion exists among the bidders, any or
all proposals may be rejected and those participating in such collusion may be
barred from submitting bids on the same or other work.
24. SUBLETTING OR ASSIGNING OF CONTRACT:
(a) Limitations: The Contractor shall not sublet, assign, transfer,
convey, sell or otherwise dispose of any portion of the contract, his right,
title or interest therein, or his power to execute such contract, to any
person, firm or corporation without written consent of the Owner and such
written consent shall not be construed to relieve the Contractor of any
responsibility for the fulfillment of the contract. Unless otherwise
stipulated in the proposal or special provisions and with the assistance of
workmen under his immediate superintendence and reported on his
payroll, all contract work of a value not less than fifty percent (500/0) of the
total contract amount, except that any items designated in the contract as
"Specialty Items" may be performed by subcontract may be deducted from
the total contract amount before computing the amount of work required to
be performed by the Contractor with his own organization.
(b) Subcontractor's Status: A subcontractor shall be recognized only in
the capacity of an employee or agent of the contractor and the Contractor
will be responsible to the Owner for all of the subcontractor's work,
including failures or omissions and his removal may be required by the
Engineer, as in the case of any employee.
25. PERMITS:
The County permit fees for the project are .$ 0.00 ,which shall be an expense of
the Contractor. The county cautions bidders that the contractor shall also be
responsible for the permit fees of any state or federal agency having permitting
1-10
jurisdiction over the project, including but not limited to, the ACE, DNR, and DER.
26. PRE-SUBMITTALS:
Pre-submittal of data on various equipment, if required in the proposal, shall be
made by the bidder and approval obtained from the Engineer. This approved list
shall be the actual equipment used in the construction of this project if the
contract is awarded on the bid.
27. SHOP DRAWINGS:
Shop drawings will be reviewed by the Engineer for general conformance in
accordance with the contract documents. The Contractor shall check. all shop
drawings in detail and stamp with his approval prior to submittal to the Engineer.
The Engineer's review of shop drawings shall not relieve the Contractor from his
responsibility for any deviations from the requirements of the contract
documents.
28. FLORIDA TRENCH SAFETY ACT:
In accordance with the provisions of the Florida Trench Safety Act, if applicable,
the bidder shall i.ndicate in his bid his cost of compliance with the requirements of
the Florida Trench Safety Act and shall also complete and properly execute the
bidder's Affidavit in compliance with the provisions of the Florida Trench Safety
Act (Sections 553.60-553-64, Florida Statutes).
29. SCHEDULE OF WORK:
Contractor shall coordinate work items that may overlap with other work being
performed by other contractors. Each bidder shall take this into account and no
provision for re-mobilization or re-negotiation for time delay can be made.
Depending on the bids received, certain quantities may be increased or
decreased and no provision shall be made for re-negotiation (see Division I,
General Provisions, Section 40, for further information).
30. PROJECT FUNDING:
Work included in this proiect is beina funded in part bv the use of Passenaer
Facilitv Charaes collected bv Monroe County. and in part from Federal funds
under the FAA Airport Improvement Proaram (AlP) and FDOT.
31. DISADVANTAGED BUSINESS ENTERPRISES (DBE) SUBCONTRACTOR
GOALS:
1-11
There are 12.200/0 DBE subcontractor goals for the FAA funding projects on this
contract. Should any DBE subcontractors be used on this contract, the
subcontractor's name, address, type of work performed and subcontract amount
shall be reported as part of the project close-out documentation submitted with
the information requested in Special Provision No.1, Section 25, "Project
Documentation" .
32. PUBLIC ENTITY CRIME STATEMENT:
A :person or affiliate who has been placed on the convicted vendor list following a
conviction for public entity crime may not submit a bid on a contract to provide
any goods or services to a public entity, may not submit a bid on a contract with a
public entity for the construction or repair of a public entity, may not be awarded
or perform work as a contractor, supplier, subcontractor, or consultant under a
contract with any public entity, and may not transact business with any public
entity in excess of the threshold amount provided in Section 287.017 of the
Florida Statutes, for CATEGORY TWO for a period of 36 months from the date of
being placed on the convicted vendor list.
33. DISADVANTAGED BUSINESS ENTERPRISE (DBE) POLICY
and OBLIGATION:
DBE POLICY: It is the policy of the Florida Department of Transportation that
disadvantaged business enterprises as defined in 49 CFR Part 26, as amended,
ha've the maximum opportunity to participate in the performance of contracts
financed in whole or in part with Department funds contract. The DBE
requirements of 49 CFR Part 26, as amended, apply to this contract.
DBE OBLIGATION: Monroe County and its contractors agree to ensure that
Disadvantaged Business Enterprises as defined in 49 CFR Part 26, as amended,
have the maximum opportunity to participate in the performance of contracts. In
this regard, all contractors shall take all necessary and reasonable steps in
accordance with 49 CFR Part 26, as amended, to ensure that the Disadvantaged
Business Enterprises have the maximum opportunity to compete for and perform
contracts. Grantees, recipients and their contractors shall not discriminate on the
basis of race, color, national origin or sex in the award and performance of
Department assisted contracts.
The Disadvantaged Business Enterprise Program statements and certification
shall be fully completed and submitted as required by Section 150 of the
specifications. This form is provided in Division I, Bid Documents, Section I.
34. EQUAL EMPLOYMENT OPPORTUNITY: In connection with the carrying out of
this project, the contractor shall not discriminate against any employee or
applicant for employment because of race, age, creed, color, sex or national
ori!~in. The contractor will take affirmative action to ensure that applicants are
1-12
employed, and that employees are treated during employment, without regard to
their race, age, creed, color, sex, or national origin. Such action shall include,
but not be limited to, the following: Employment upgrading, demotion, or transfer;
recruitment or recruitment advertising; layoff or termination, rates of payor other
forms of compensation; and selection for training, including apprenticeship. The
contractor shall insert a similar provision in all subcontracts, except subcontracts
for standard commercial supplies or raw materials.
35. CERTIFICATION OF NONSEGREGATED FACiliTIES: The Certification of
Nonsegregated Facilities as required by Section 120, shall be completed and
submitted with the bid proposal. This form is provided in Division I, Bid
Documents, Section M.
1-13
ORIGINAL
SECTION C
PROPOSAL
Contract
BID TO: Monroe County Purchasing Office
1100 Simonton Street
Suite 213
Key West, Florida 33040
BID FROM: Quality Enterprises USA, Inc.
3894 Mannix Drive, Suite 216
Naples, Florida 34114-5406
Subrnitted (Date): May 30, 2008
The undersigned, as Bidder, hereby declares that he has examined the site of the work
and informed himself fully in regard to all conditions pertaining to the place where the
work is to be done; that he has examined the plans and specifications for the work -and
contractual documents relative thereto, and has read all bid documents, Contract
Documents, General Provisions, Special Provisions and Specifications furnished; and
that he has satisfied himself relative to the work to be performed.
The Bidder proposes and agrees, if this proposal is accepted, to contract with the
Monroe County Board of Commissioners, in the form of contract specified, to furnish all
necessary materials, equipment, machinery, tools, apparatus, means of transportation
and labor necessary to and to complete the construction of:
Runwav Safety Area Imorovements
Kev West International Airoort
Monroe County, Florida
in full and complete accordance with the shown, noted, described and reasonably
intended requirements of the plans, specifications and contract documents to the full
and entire satisfaction of the Monroe County Board of Commissioners, with a definite
understanding that no money will be allowed for extra work except a set forth in the
attached Contract Documents for the unit prices listed opposite each item.
1-14
The Contractor shall complete the Schedule of Values included as Attachment "A". The
Schedule shall be added and the final total base bid amount will be:
$ Two Million Two Hundred Ninety Six Thousand ~~~
(total base bid - words) Seven Hundred Eleven Dollars and
Ninety Eight Cents - $2,296,711.98
It is agreed that the description under each item, being briefly stated, implies, although it
does not mention, all incidentals and that the prices stated are intended to cover all
such work, materials and incidentals as constitute Bidder's obligations as described in
the specifications and any details not specifically mentioned, but evidently included in
the contract shall be compensated-for in the item which most logically includes it.
The quantities for bid items listed on the attached Schedule of Bid Item sheets are
estinlated quantities only for the purpose of comparing bids. Any difference between
thes~3 estimated quantities and actual quantities required for construction will not be
allowed as basis for claims by the Contractor for extra compensation. Compensation will
be based on the unit prices and actual construction quantities and may be modified as
stipulated by Sections 20-05 and 90-03 of the General Provisions.
The bidder further proposes and agrees hereby to commence the work with an
adequate force, plant and equipment at the time stated in the notice to the Contractor
from the Owner to proceed and fully complete performance within the time period stated
in the Instructions to Bidders from and after the date stated in the Notice-to-Proceed.
The undersigned further agrees that in case of failure on his part to execute the said
contract and the bond within ten (10) consecutive calendar days after written notice
being given of the award of the contract, the check or bid bond in the amount as
specified herein accompanying this bid and the monies payable thereon, shall be paid
into the funds of the Monroe County Board of Commissioners as liquidated damages for
such failure; otherwise, the check or bid bond accompanying this proposal shall be
returned to the undersigned.
Monroe County's performance and obligation to pay under this Contract, is contingent
upon an annual appropriation by the BOCC.
Attached hereto is a certified check on the
Bank of
the sum of 5% dollars ($
made payable to the Monroe County Board of Commissioners.
or a bid bond for
---.. ~
5% )
Checkmarks
x
--
X
--
X
--
X
I have included Division I which entails the proposal forms.
Schedule of Bid Items (Attachment "A").
Bid Bond
The Drug-Free Workplace form.
1-15
----X_
-X_
-X-
-X_
~-
x
--
x
--
x
--
x
--
x
x
Prime Bidder's Qualifications:
x List of major contracts in past 10 years
x List of equipment and plant available for this project
X Copy of latest financial statement
Disclosure of Lobby Activities
Acknowledgement of Receipt of Addendum
Disadvantaged Business Enterprise Program
X DBE Utilization Form "Attachment 1", Division III
X DBE Letter of Intent "Attachment 2", Division III
Bidder's Affidavit in Compliance with Florida Trench Safety Act
Sworn Statement Pursuant to Section 287.133(3)(a), Florida Statutes, on Public
Entity Crimes
Sworn Statement Under Ordinance No. 10...1990
Certification of Non-segregated Facilities
Federal Wage Decision
Certification Regarding Debartment, Suspension, Ineligibility, and Voluntary
Exclusion - 49 CFR Part 29
Copy of Bidder's License for State of Ftorida, evidence of competency and
evidence of financial responsibility
Bidder's Statement on Insurance
x
(Checkmark items above as a reminder that they are included.)
Mailing Address:
Ouality Enterprises USA, Inc.
3894 Mannix Drive, Suite 216
Naples, Florida 34114-5406
Phone Number:
239-435-7200
/}
(r~y
Date: May 30, 2008
Signed:
Paul J. Moriarty
(Name)
Vice President
Witness:
~.I
! tl -
/1fJII.
o~ I vt/A....U/T
(Seal)
1-16
ATTACHMENT "A"
SCHEDULE OF BID ITEMS
RUNWAY SAFETY AREA IMPROVEMENTS
SCHEDULE 1 - (EMAS, NORTH SIDE OF RUNWAY SAFETY AREA LOCATION,
AND MITIGATION AREA 2)
BIDDER NAME: Quality Enterprises USA9 Inc.
AIRPORT NAME: KEY WEST INTERNATIONAL AIRPORT
PFC A.PP NO.: 13 & 14 AlP NOS.: 3-12-003J-033-2007/3-12-0037-034-2007
PROJECT DESCRIPTION: RUNWAY SAFETY AREA IMPROVEMENTS
SPEC ESTIMATED UNIT PRICE EXTENDED
ITEM ITEM DESCRIPTION UNIT IN
No. QUANTITY NUMBERS TOTAL
Mobilization
AT Three Hundred Thirty Fiv e Th )usand
1 P-101-3.1 Dollars LS 1 335,000 335,000.(
AND Zero
Cents
Clearing and grubbing
ATTwo Thousand Five Hundrec
2 P-151-4.1 Dollars AC 6.7 2,500 16,750.3
AND Zero
Cents
Unclassified excavation
AT Eight
3 P-152-4.1 Dollars CY 34500 8.60 296,700.0
AND Sixty
Cents
Unsuitable excavation
AT Four
4 P-152-4.2 Dollars CY 5247 4.00 20,988.D
AND Zero
Cents
Rehandling material
AT Four
5 P-152-4.3 Dollars CY 5247 4.00 20.988.)
AND Zero
Cents
FOOT Floating turbidity barrier
AT Nine
6 104-11.1 Dollars LF 4783 9.00 43,047.)
AND Zero
Cents
o
o
o
o
o
o
1-17
BIDDER NAME:
AIRPORT NAME: KEY WEST INTERNATIONAL AIRPORT
PFC APP NO.: 13 & 14 AlP NOS.: 3-12-0037-033-2007/3-12-0037-034-2007
PROJECT DESCRIPTION: RUNWAY SAFETY AREA IMPROVEMENTS
SPEC ESTIMATED UNIT PRICE EXTENDED
ITEM ITEM DESCRIPTION UNIT QUANTITY IN TOTAL
No. NUMBERS
FOOT Staked silt fence
AT
7 1 04-13. 1 Dollars LF 28949
AND
Cents
6" limerock base course
AT
8 P-211-5.1 Dollars CY 1189
AND
Cents
2" Bituminous concrete surface course (3/4"
maximum aggregate)
9 P-401-8.1 AT SY 7092
Dollars
AND
Cents
Bituminous prime coat
AT
10 P-602-5.1 Dollars GAL 3546
AND
Cents
Structural Portland cement concrete
AT
11 P-61 0-5.1 Dollars CY 32
AND
Cents
Final marking (yellow or white with reflective
beads at 1000/0 application rate)
12 P-620-5.1 AT SF 51522
Dollars
AND
Cents
Outline black print (no reflective beads)
AT
13 P-620-5.2 Dollars SF 24792
AND
Cents
'5.-\~~u&'
\)1) ',D .
..:~~e A~t)~D\jr.."1 ~"Z.
1-18
BIDDER NAME:
AIRPORT NAME: KEY WEST INTERNATIONAL AIRPORT
PFC APP NO.: 13 & 14 AlP NOS.: 3-12-0037-033-2007/3-12-0037-034-2007
PROJECT DESCRIPTION: RUNWAY SAFETY AREA IMPROVEMENTS
SPEC ESTIMATED UNIT PRICE EXTENDED
ITEM No. ITEM DESCRIPTION UNIT QUANTITY IN TOTAL
NUMBERS
Engineered material arresting system (EMAS)
AT
14 P-555-7.1 Dollars LS 1
AND
Cents
Runway pavement grooving
AT
15 P-630-4.1 Dollars SY 473
AND
Cents
Seeding
AT
16 T-901-5.1 Dollars AC 14.16
AND
Cents
Sodding
AT
17 T-904-11.1 Dollars 5Y 5444
AND
Cents
Bench mark and concrete monument
resetting
18 5..1 AT EA 2
Dollars
AND
Cents
1
, Red mangrove (1 gallon)
AT
.1-t M-103-1 Dollars EA 1029
AND
Cents
Black mangrove (1 gallon)
AT
20 M-103-2 Dollars EA 2024
AND
Cents
1-19
~-\C;-O~
Xl>l D
A. ,.-.. ~ ~1.1''Q U i'- ~ ~ u~ 2-
<:::> ~v :./ ~
BIDDER NAME:
AIRPORT NAME: KEY WEST INTERNATIONAL AIRPORT
PFC APP NO.: 13 & 14 AlP NOS.: 3-12-0037-033-2007 /3-12-0037-034-2007
PROJECT DESCRIPTION: RUNWAY SAFETY AREA IMPROVEMENTS
SPEC ESTIMATED UNIT PRICE EXTENDED
ITEM No. ITEM DESCRIPTION UNIT QUANTITY IN TOTAL
NUMBERS
White mangrove (1 gallon)
AT
2-1 M-103-3 Dollars EA 1109
AND
Cents
Salt grass (2" pots)
AT
22 M-103-4 Dollars EA 4289
AND
Cents
Seashore dropseed (2" pots)
AT
,2-3 M-103-5 Dollars EA 4289
AND
Cents
Perennial glasswort (2" pots)
AT
2'4 M-1 03-6 Dollars EA 4289
AND
Cents
Saltwort (2" pots)
AT
25 M-103-7 Dollars EA 4289
AND
Cents
Seaside Oxeye (2" pots)
AT
26 M-103-8 Do liars EA 4289
AND
Cents
Sea Purslane (2" pots)
,-
AT
,2.7 M-103-9 Dollars EA 4289
AND
Cents
1-20
l'J - ,~- 0 ~
\J ('v \ '9
':-.; ~ A-;T'Y ~4 D \J .~J-\ ~ ~ *Z.
BIDDER NAME:
AIRPORT NAME: KEY WEST INTERNATIONAL AIRPORT
PFC APP NO.: 13 & 14 AlP NOS.: 3-12-0037-033-2007 /3-12-0037-034-2007
PROJECT DESCRIPTION: RUNWAY SAFETY AREA IMPROVEMENTS
SPEC ESTIMATED UNIT PRICE EXTENDED
ITEM No. ITEM DESCRIPTION UNIT QUANTITY IN TOTAL
NUMBERS
Wetland enhancement and upland restoration
AT
~ M-103-10 Dollars AC 6.17
AND
Cents
_.
TOTAL BID ITEMS 1 THROUGH..28 $
'"3 ,\C1-U~
~'U'V
S e-E A 99 t:.~ O\)1'- "\ J-!., ~
1-21
ATTACHMENT "A"
SCHEDULE OF BID ITEMS
RUNWAY SAFETY AREA IMPROVEMENTS
SCHEDULE 2 - (POND AND MITIGATION AREA 1)
BIDDER NAME: Quality Enterprises USA, Inc.
AIRPORT NAME: KEY WEST INTERNATIONAL AIRPORT
PFC APP NO.: 13 & 14 AlP NOS.: 3-12-0037-033-2007 I 3-12-0037-034-2007
PROJECT DESCRIPTION: RUNWAY SAFET~_AREA IMPROVEMENTS
SPEC ESTIMATED UNIT PRICE EXTENDED
ITEM ITEM DESCRIPTION UNIT IN
No. QUANTITY NUMBERS TOTAL
Existing fence to be removed
AT Five
1 P-151-4.2 Dollars LF 566 5.00 2,830
AND Zero
Cents
Existing gate to be removed
AT Two Hundred Fifty
2 P-151-4.3 Do liars EA 3 250.00 750
AND Zero
Cents
Unclassified excavation
AT Eight
3 P-152-4.1 Dollars CY 34500 8.60 "296",700.
AND Sixty
Cents
Unsuitable excavation
AT Four
4 P-152-4.2 Dollars CY 21463 4.75 101,949.
AND Seventy Five
Cents
RehanplintY material
AT 0 r
5 p-152-4.3 Dollars CY 21463 4.00 85,852.
AND Zero . "
Cents
FOOT Floating turbidity barrier
AT Nine
6 104-11.1 Dollars LF 5236 9.00 47,124.
AND Zero
Cents
FOOT Staked sift fence
AT One
7 104..13.1 Dollars LF 2739 1.00 2,739
AND Zero
Cents
00
00
00
25
00
00
.00
1-22
BIDDER NAME: Quality Enterprises USA, Inc..
AIRPORT NAME: KEY WEST INTERNATIONAL AIRPORT
PFC APP NO.: 13 & 14 AlP NOS.: 3-12-0037-033-2007 I 3-12-0037 -034..2007
PROJI:CT DESCRIPTION: RUNWAY SAFETY AREA IMPROVEMENTS
SPEC ESTIMA TED UNIT PRICE EXTENDED
ITEM No. ITEM DESCRIPTION UNIT QUANTITY IN TOTAL
NUMBERS
Chain-link fence (7'+1 ')
AT Twenty Five
8 F-162-5.1 Dollars LF 513 25.00 12,825.
AND 7prn
Cents
FOOT 36" mitered end section (MES, FOOT
Index No. 272)
AT One Thousand Five Hundred
9 430-98-1 Dollars EA 2 1,500.00 3,000.
AND Zero
Cents
FOOT 36" Class III RCP
AT One Hundred
10 449-1-1 Dollars LF 54 100.00 5,400.
AND Zero
Cents
Culver to be desllted
AT Three Thousand
11 S..3 Dollars EA 2 3,000.00 6,000.
AND Z~ro
Cents
Red mangrove (seedling)
AT Four
12 M-203-1 Dollars EA 360 4.20 . 1,512.
AND Twenty
Cents
Black mangrove (1 gallon)
AT Four
13 M..203-2 Dollars EA 706 4.20 2,965.
AND -Twenty
Cents
White mangrove (1 gallon)
AT Four
14 M-203-3 Do liars EA 310 4.20 1,302.
AND Twenty
Cents
00
00
00
00
00
00
00
1-23
BIDDER NAME: Quality Enterprises USAt Inc.
AIRPORT NAME: KEY WEST INTERNATIONAL AIRPORT
PFC APP NO.: 13 & 14 AlP NOS.: 3-12-0037-033-2007/3-12-0037-034-2007
PRO"IECT DESCRIPTION: RUNWAY SAFETY AREA IMPROVEMENTS
SPEC ESTIMATED UNIT PRICE EXTENDED
ITEM No. ITEM DESCRIPTION UNIT QUANTITY IN TOTAL
NUMBERS
Salt grass (4" pots)
AT Zero
15 M-203-4 Dollars EA 144 0.85 122.
AND Eighty Five
Cents
Seashore dropseed (4" pots)
AT Zero
16 M-203-5 Dollars EA 144 0.85 122
AND Eighty Five
Cents
Perennial glasswort (4U pots)
AT Zero
17 M-203-6 Dollars EA 144 0.85 122
AND Eighty Five
Cents
Saltwort (4" pots)
AT Zero
18 M-203-7 Dollars EA 144 0.85 122
AND Eighty Five
Cents
Seaside oxeye (4" pots)
AT Zero
19 M-203-8 Do liars EA 144 0.85 122
AND Eighty Five
Cents
Sea p~rslane (4" pots) . .
AT Zero
20 M-203-9 Dollars EA 144 0.85 122
AND Eighty Five
Cents
TOTAL BID ITEMS 1 THROUGH 20 $ 571 J 68 ~
40
40
40
40
40
40
.85
1-24
SECTION D
BID BOND
Contract
KNOW ALL MEN BY THESE PRESENTS) that we:
Quality Enterprises USA, Inc. ,- - as Principal. herejnafter called
the Principal, and Travelers Casualty and Surety Company of ltJe:icaa corporation duJy
or.ganized under the laws of the State of FlorldaJ as Surety. hereinafter called ttle
Surety, are held and firmly bound unto the Monroe County Board of CommIssioners as
Obligee) hereinafter caJled the Obligee. in the sum of:
-Five-Percent-of-Amount-Bid---------------
dollars ($-5%-of-Bid------ )1 for the payment of which sum well and truly
to be made. the said Principal and the said Surety b1nd ourselves. our heirs. executors.
adrnlnlstrators. successors and assigns, jointly and severally, firmly by these presents.
W}-1EREAS1 the Principal has submitted a bid for:
Runwav Safetv Area Imnrovements
Key West International Airport
Monroe County, Florida
NO'W. THEREFORE, if the Obligee shall accept the bid of the PrIncipal shall enter into a
contract with the Obligee in accordance with the terms of suoh bid and give such bond
or bonds as may be specified in the bidding or Contract Documents with good and
sufflclent surety for the faithful performance of suoh contract and for the prompt
payment of labor and material furnished In the prosecution thereof, or In the event of the
failure of the Principal to enter suoh contraot and give suoh bond or bonds. if the
Principal shall pay to the Obligee the difference not to exceed th~ penalty hereof
between the amount specified in said bid and such larger amount for which the Obligee
may in good faith contract with another party tQ perform the work covered by said bid.
then this obligation shall be null and void, otherwise to remain In full force and effect.
PR~OVI DED further, that if the Principal shall submit the apparent lowest bid -acceptable
to the Obligee but shall fail to meet DBE goals 85 set forth in the bid specifications, then
Prinoipal shall. upon request of the Obligee, submit to Obligee such additional evidence
of Principalls good faith efforts to meet such goals in 'the. manner and within the time
required in such specIfications. Failure to supply such information as required shall
result in a forfeiture of this bid bond in the san18 manner and to the san18 degree as
though Obligee had accepted Principal's bid and Principal had thereafter failed or
refused to enter into the contract with Obligee as set forth in the immediately preceding
pan;tgraph. -
1-25
Si~~ned and sealed thts 27th
day of
/"11/, .... -. ./ivt
~ /'~:,Lt>tL( ( ~/./~'
(WItness)
Marcie Cohen
0ejl/U : ~ fJ1;;;;1 Jcruu-j .
(WItness)
May
120 08.
Quality Enterprises USA, Inc.
(Seal)
(Title)
Travelers Casualty and Surety Company
of America
(Surety)
(Seal)
All bonds must be signed by a Florida resIdent agent with a legal street address; Post
Offioe boxes are not acoeptable. Bid will not be considered unless the bid bond ;s
sIgned by both Principal and Surety. .
1-26
SECTION E
DRUG-FREE WORKPLACE FORM
The undersigned Contractor, in accordance with Florida Statute 287.087, hereby
certifies that:
Quality Enterprises USA, Inc.
(Name of Business)
1. Publish a statement notifying employees that the unlawful manufacture,
distribution, dispensing, possession or use of a controlled substance is prohibited
in the workplace and specifying .the actions that will be taken against employees
for violations of such prohibition.
2. Inform such employees about the dangers of drug abuse in the workplace, the
business' policy of maintaining a drug-free workplace, any available drug
counseling, rehabilitation and employee assistance programs and the penalties
that may be imposed upon employees for drug abuse violations.
3. Give each employee engaged in providing the commodities or contractual
services that are under bid a copy of the statement specified in Sub-section (1).
4. In the statement specified in Sub-Section (1), notify the employees that as a
condition of working on the commodities or contractual services that are under
bid, the employee will abide by the terms of the statement and will notify the
employer of any conviction of or plea of guilty or nolo contendere to any violation
of Chapter 893 (Florida Statutes) or of any controlled substance law of the United
States or any state for a violation occurring in the workplace no later than five (5)
days after such conviction.
5. Impose a sanction on or require the satisfactory participation in a drug abuse
assistance or rehabilitation .program if such is available in the employee's
community or -any employee who is so convicted.
6. Make a good faith effort to continue to maintain a drug-free workplace through
implementation of this section.
As a person authorized to sign the statement, I certify that this firm complies fully with
the above requirements. ~ ~
Bidder's Signature
Paul J. Moriarty, Vice President
Date: May 30, 2008
1-27
SECTION F
PRIME BIDDER'S QUALIFICATIONS
Eaclh contractor shall furnish with his bid the following completed and signed statements
on "evidence of competency" and "evidence of financial responsibility", which is in
accordance with General Provision 20-02.
1. Name of Bidder: Quality Enterprises USA, rnc.
2. Business Address: 3894 Mannix Drive, Suite 216, Naples, FL 34114-5406
3. Telephone Number: 239-435-7200
4. When Organized: 1973
5. Where Incorporated: Virginia
6. How many years have you been engaged in the contracting business under the
present firm name? 14
7. What is the type of construction work in which you are principally engaged?
Underground Utility, Storm Piping, Clearing & Grubbing, Erosion Control,
StabilizationJLimerock, Paving, Concrete Curbs & Sidewalks, Aviation
8. On separate sheet list major contracts in past 10 years.
9. On separate sheet list equipment and plant available for this project.
10. Enclose a copy qf latest Financial Statement.
11. Credit Available for this Contract: $ 3,000,000.00 +
12. Contracts now in hand, Gross Amount: $ 64,932,078.00
13. Have you ever refused to sign a contract at your original bid? No
14. Have you ever been declared in default on a contract? No
15. On separate sheet, list the last five (5) projects over $500,000 on which the
contractor has worked, and telephone numbers.
16. Remarks:
(The above statements must be subscribed and sworn to before a Notary Public.)
1-28
Date:
May 30, 2008
Firm Name:
Quality Enterprises USA, Inc.
{)r-'I N1/
~Ul D. Moriarty
Vice President
By:
Title::
Notary Public:
/\'2' ~"" ""--", t
i- ... ',' :/
/ ULlIf' (~/lYv--
Cohen
~~?~~~f~/i;(;", MARCIE l. COHEN
~*f ~'J:A.~ :*~ MY COMMISSION # DO 501526
~~~~~~i EXPIRES: Februar/11,2010
:~/1If,~~'- _. ~~~~g~~_~~tH Ngtary PiJelic lJns9rwriters
1-29
SECTION G
DISCLOSURE OF LOBBY ACTIVITIES
Certification of Contracts. Grants, Loans and Cooperative Agreements
The undersigned certifies, to the best of his or her knowledge and belief, that:
(1) No Federal appropriated funds have been paid or will be paid by or on behalf of
the undersigned to any person for influencing or attempting to influence an officer
or employee of any agency, a member of Congress, an officer or employee of
Congress or an employee of a member of Congress in connection with the
awarding of any Federal contract, the making of any Federal Grant, the making
of any Federal loan, the entering into of any cooperative agreements and the
extension, continuation, renewal, amendment or modification of any Federal
contract, Grant, loan or cooperative agreement.
(2) If any funds other than Federal appropriate funds have been paid or will be paid
to any person for influencing or attempting to influence an officer or employee of
any agency, a member of Congress, an officer or employee of Congress or an
employee of a member of Congress in connection with this Federal contract,
Grant, loan, or cooperative agreement, the undersigned shall complete and
submit Standard Form-LLL, "Disclosure of Lobby Activities", in accordance with
its instructions.
(3) The undersigned shall require that the language of this certification be included in
the award documents for all sub-awards at all tiers (including subcontracts, sub-
grants and contracts under Grants, loans and cooperative agreements) and that
all sub-recipients shalt certify and disclose accordingly.
This certification is a material representation of fact upon which reliance was placed
when this transaction was made or entered into. Submission of this certification is a
prerlsquisite for making or entering into this transaction imposed by Section 1352, Title
31, 'J.8. Code. Any- person who fails to file the required certification shall be subject to
a civil penalty of not less than $10,000 and not more than $100,000 for each such
fail u re.
Signed:
JVV
Dated: May 30, 2008
o ractor's Authorized Representative
Paul J. Moriarty, Vice President
1-30
SECTION H
ACKNOWLEDGMENT OF RECEIPT OF ADDENDUM
~dendum Signature Date
No. ~
1 rv'-1 ~ -' 5/6/08
2 I~'~ 5/19/08
3 b ~-' 5/22/08
/' '-/
1-31
SECTION I
DISADVANTAGED BUSINESS ENTERPRISE PROGRAM
Contract
(As Required by Division III. Section 150 of the General Provisions)
Dollar Value of
Subcontract Work
DBE Subcontractors
N ames/Add resses/I dentitv*
_ Subcontract Work Item
Road Runner Markings, Inc. Final Markings and
$ 127.180.00
2140 Sunnydale Blvd.
Suite C
Clearwater, FL 33765
Outline Black Paint
WBE
Environmental Quality, Inc. Wetland Restoration
212 U.S. Highway 1
Suite 18
$ 156,020.00
.T.e.qJl~t:~ J FT. 13469
WBE
Total Dollar Value of Subcontract Work
Total Dollar Value of Basic Bid
Total DBE Percent (Round to nearest 1/10 percent)
$ 283,200.00
$ 2,296,711.98
12.330/0
*(Black, Hispanic, Asian American, American Indian, and other economically disadvantaged)
NOTE: Also, the bidder must include with the bid proposal fully completed the Attachment 1 -
"Disadvantaged Business Enterprise (DBE) Utilization", and Attachment 2 "Letter of Intent", shown on
Division III - Section 150-07 "Other Contract Provision".
1-32
SECTION J
BIDDER'S AFFIDAVIT IN COMPLIANCE WITH
FLORIDA TRENCH SAFETY ACT
(SECTION 553.60-553.64, FLORIDA STATUTES)
STAl-E OF FLORIDA )
) SS
COUNTY OF MONROE )
BEF()RE ME, the undersigned authority, personally appeared
Paul J. Moriarty
who, being duly sworn, deposes and says as follows:
That he is the duly authorized representative of
Quality Enterprises USA, Inc.
(Name of Bidder)
bein9 its Vice President
(Owner) (Partner) (President or other Corporate Officer)
and as such, has full authority to execute this Bidder's Affidavit.
1. The full legal name and business address of the person or entity submitting this
bid:
Quality Enterprises USA, Inc.
3894 Mannix Drive, Suite 216
Naples, Florida 34114-5406
2. By submission of this bid and subsequent _execution of this Contract, the
undersigned bidder certifies that as successful bidder (Contractor) all trench
excavation done within his control (by his own forces or by his subcontractors)
shall be accomplished in strict adherence with OSHA Trench Safety Standards
contained in 19 CFR, s.1926.650, Sub-part P, including all subsequent revisions
or updates to these Standards as adopted by the Department of Labor and
Employment Security.
3. The bidder acknowledges that included in the various items listed in the
Schedule of Prices Bid and in the Total Amount Bid are costs for complying with
1-33
the Florida Trench Safety Act (Sections 553.60-553.64, Florida Statutes). The
bidder further identifies the costs to be summarized below:
Trench Safety Measure Unit of Unit Unit Extended
(Description) Measure Quantity Cost Cost
(LF,SY)
A Slope LF 54 $ 3.00 $ 162.00
B
C
D
TOTAL: $ 162.00
Signature of Authorized Representative:
ph\~rty
~ice President
Title
May 30, 2008
Date
STATE OF FLORIDA
COLJNTY OF: Collier
The foregoing instrument was acknowledged before me this 30th day of ~
______,20~,by Paul J. Moriartv
(Sole, Corporation or Partnership)
who is personally known to me or who has produced N / A
as identification and who did/did not take an oath.
]b dt~.
(Signature of Notary Public, State of Florida at Large)
Marcie L. Cohen
(Print name of Notary Public)
My (~ommission Expires
2/11/10
.:~~~'f~t;;", MARCIE l. COHEN
!*/./sl....ff;. MY COMMISSION # DO 501526
~.~~1 EXPIRES: February 111 2010
I~,~ft,t:\\'" ~~d Thru Notary Public !Jna~'~rtter$
1-34
SECTION K
SWORN STATEMENT PURSUANT TO SECTION 287.133(3)(a),
FLORIDA STATUTES, ON PUBLIC ENTITY CRIMES
This form must be signed and sworn to in the presence of a Notary Public or other
official authorized to administer oaths.
1. This sworn statement is submitted with Bid, Proposal or Contract No.
BID-APK-148-218-2008/PUR/CV
for Runway Safety Area Improvements Key West International.Airport
Key West, Monroe County, Florida
2. This sworn statement is submitted by Quality Enterprises USA, Iuc.
(name of entity submitting sworn statement)
whose business address is 3894 Mannix Drive. Suite 216
Naples. Florida 34114-5406
and (if applicable) its Federal Employer Identification Number (FEIN) is:
54-0947002
(If the entity has no FEIN, include the Social Security Number of the individual
signing this sworn statement: .)
3.
My name is
my
Paul J. Moriarty
(please print name of individual signing)
and
relationship to the entity named above is
Vice President
4. I understand that a "public entity crime", as defined in Paragraph 287 .133{ 1 )(g),
Florida Statutes, means a violation of any state or federal law by a person with
respect to and directly related to the transaction of business with any public entity
or with an agency or political subdivision of any other state or of the United
States, including, but not limited to, any bid or contract for goods or services to
be provided to any public entity or an agency or political subdivision of any other
state or of the United States and involving- anti-trust, fraud, theft, bribery,
collusion, racketeering, conspiracy or material mis-representation.
5. I understand that "convicted" or "conviction", as defined in Paragraph
287 .133( 1 )(6), Florida Statutes, means a finding of guilt or a conviction of a
public entity crime with or without an adjudication of guilt in any federal or state
trial court of record relating to charges brought by indictment or information after
July 1, 1989, as a result of a jury verdict, non-jury trial or entry of a plea of guilty
or nolo contendere.
1-35
6. I understand that an "affiliate", as defined in Paragraph 287 .133( 1)( a), Florida
Statutes, means:
a. A predecessor or successor of a person convicted of a public entity
crime; or
b. An entity under the control of any natural person who is active in
the management of the entity and who has been convicted of a public
entity crime. The term "affiliate" includes those officers, directors,
executives, partners, shareholders, employees, members and agents who
are active in the management of an affiliate. The ownership by one
person of shares constituting a controlling interest in another person or a
pooling of equipment or income among persons when not for fair market
value under an arm's length agreement, shall be a prima facie case that.
one person controls another person. A person who knowingly enters into
a joint venture with a person who has been convicted of a public entity
crime in Florida during the preceding 36 months shall be considered an
affiliate.
7. I understand that a "person", as defined in Paragraph 287.133(1)(e), Florida
Statutes, means any natural person or entity organized under the laws of any
state or of the United States with the legal power to enter into a binding contract
and which bids or applies to bid on contracts for the provision of goods or
services let by a public entity or which otherwise transacts or applies to transact
business with a public entity. The term "person" includes those officers,
directors, executives, partners, shareholders, employees, members and agents
who are active in management of an entity.
8. Based on information and belief, the statement which I have marked below is
true in relation to the entity submitting this sworn statement. (Indicate which
statement applies.)
x Neither the entity submitting this sworn statement nor any of its officers,
directors, executives, partners, shareholders, employees, members or
agents who are active in the management of the entity, nor any affiliate of
the entity has been charged with and convicted of a public entity crime
subsequent to July 1, 1989.
The entity submitting this sworn statement or one or more of its officers,
directors, executives,' partners, shareholders, employees, members or
agents who are active in the management of the entity or an affiliate of the
entity has been charged with and convicted of a public entity crime
subsequent to July 1, 1989, AND (please indicate which additional
statement applies)
There has been a proceeding concerning the conviction before a Hearing
1-36
Officer of the State of Florida, Division of Administrative Hearings. The
Final Order entered by the Hearing Officer did not place the person or
affiliate on the convicted vendor list. (Please attach a copy of the Final
Order.)
The person or affiliate was placed on the convicted vendor list. There has
been a subsequent proceeding before a hearing officer of the State of
Florida, Division of Administrative Hearings. The Final Order entered by
the hearing officer determined that it was in the public interest to remove
the person or affilia_te from the convicted vendor list. (Please attach a
copy of the Final Order.)
The person or affiliate has not been placed on the convicted vendor list.
(Please describe any action taken by or pending with the Department of
General Services.)
re of Authorized Representative:
. Moriarty
Vice President
Title
May 30t 2008
Date
STATE OF FLORIDA
COUNTY OF: Collier
The foregoing instrument was acknowledged before me this 30th day of May
20 08, by Paul J. Moriarty
(Sole, Corporation or Partnership)
who is personally known to me or who has produced N / A
as identification and who did/did not take an oath.
//1'1 ~)' '/~
'- i;f -- .j' ,
/l /1/ /[tt(.A / j/' / .
1/ JI f4-t ..-( I .'
(Signature of Notary Public, State of Florida at L.arge)
Marcie L. Cohen
(Print name of Notary Public)
My Commission Expires ? / 1 1 / 1 0
~~~~'ft.~;:-:. MARCIE L. COHEN
t*: ~./b..~.:*~ MY COMMISSION # DO 501526
~~~~~~f EXPIRES: February 11 2010 1-37
"'",rif..:f;~\\'"'' Bonded Thru Notary Public Underwriters
SECTION L
SWORN STATEMENT UNDER ORDINANCE NO. 10-1990
MONROE COUNTY, FLORIDA
ETHICS CLAUSE
Quality Enterprises USA, Inc. warrants that he/it has not
employed, retained or otherwise Dad act on his/its behalf any former County officer or
employee in violation of Section 2 of Ordinance No. 10-1990 or any County officer or
employee in violation of Section 3 of Ordinance No. 10-1990. For breach or violation of
this provision the County may, in its discretion, terminate this Contract without liability
and may also, in its discretion, deduct from the Contract or purchase price or otherwise
recover the full amount of any fee, commission, percentage, gift or consideration paid to
the former County officer or employee.
~.
Paul J., iarty (Signature) Vice President
Date: May 30, 2008
8T A TE OF: Florida
COUNTY OF: Collier
PERSONALLY APPEARED BEFORE ME the undersigned authority:
Paul J. Moriarty
who, after first being sworn by me, affixed his/her signature (name of individual signing)
in the space provided above on this 30th day of May ,20 08.
/~;IAIv- . - -
{)'
(Signature of Notary Public, State of Florida at Large)
Marcie L. Cohen
(Print name of Notary Public)
MyCo i ion Ex ires 2/11/10
~~q~~';~;:"', MARCIE l. COHEN
t(i!i; H MY COMMISSION # DO 501526
~,*6~~ EXP'RES:.F~bruary 11, 2010
~',9r.lt~~ Sand,q Ttlru Ngtaiy PI:fDII~ VI1~~twri'er8
1-38
SECTION M
CERTIFICATION OF NONSEGREGATED FACILITIES
Contract
(As Required by Division III, Section 120 Subsection 120-02
Equal Employment Opportunity Requirements of the General Provisions)
The federally assisted construction contractor certifies that he does not maintain or
provide, for his employees, any segregated facilities at any of his establishments and
that he does not permit his employees to perform their services at any location, under
his control, where segregated facilities are maintained. The federally assisted
construction contractor certifies that he will not maintain or provide, for his employees,
seg regated facilities at any of his establishments and that he will not permit his
employees to. perform their services at any location, under his control, where
segregated facilities are maintained. The federally assisted construction contractor
agrees that a breach of this certification is a violation of the equal opportunity clause in
this contract. As used in this certification, the term "segregated facilities" means any
waiting rooms, work areas, restrooms and washrooms, restaurants and other eating
areas, timelocks, locker rooms and other storage or dressing areas, parking lots,
drinking fountains, recreation or entertainment areas, transportation, and housing
facilities provided for employees which are segregated by explicit directives or are in
fact segregated on the basis of race, color, religion, or national origin because of habit,
local custom, or any other reason. The federally assisted construction contractor
agrees that (except where he has obtained identical certifications from proposed
subcontractors for specific time periods) he will obtain identical certifications from
proposed subcontractors prior to the award of subcontractors exceeding $10,000 which
are not exempt from the provisions of the equal opportunity clause and that he will
retain such certifications in his files.
~.
Vice President
Title
Sign ture Contractor
Paul. J. Moriarty
1-39
SECTION N
FEDERAL WAGE DECISION
Use the latest publication or the attached publication dated 02/08/2008 (for Highway) if
that is the latest list issued for Monroe County.
1-40
GENERAL DECISION: FL20080035 02/08/2008 FL35
Date: February 8, 2008
General Decision Number: FL20080035 02/08/2008
Superseded General Decision Number: FL20070035
State: Florida
Construction Types: Highway
Counties: Charlotte, De Soto, Glades, Hardee, Hendry,
Highlands, Monroe and Okeechobee Counties in Florida.
HIGHWAY CONSTRUCTION PROJECTS (excluding tunnels; Building
structures in rest area projects; railroad construction;
bascule, suspension and sprandrel arch bridges designed for
commercial navigation; bridges involving marine construction;
other major bridges)
Modification Number
o
publication Date
02/08/2008
SUFL1993-002 08/01/1993
Rates
Fringes
Bricklayer/Brickmason..........$ 9.50
Carpenter......................$ 12.00
Concrete Finisher... ...........$ 9.34
Electrician....................$ 11.85
Fence Erector.......... ........$ 7.45
Form Setter....................$ 8.61
Ironworkers:
Reinforcing.................$ 13.83
Structural..................$ 12.94
Laborers:
Asphalt Raker...............$
Uns ki 11 ed. . . . . . . . . . . . . . . . . . . $
7.80
6.69
Painter. . . . . . . . . . . . . . . . . . . . . . . . $
7.92
Power equipment operators:
Asphalt Distributor.........$
Asphalt Paving Machine......$
Asphalt Screed..............$
Backhoe. . . . . . . . . . . . . . . . . . . . . $
Boom-Auger................. .$
Bulldozer. . . . . . . . . . . . . . . . . . . $
Crane, Derrick, Dragline....$
8.01
9.28
8.48
8.92
7.95
10.30
12.56
1-41
Earthmover................. .$
Forklift. . . . . . . . . . . . . . . . . . . . $
Front End Loaders:
1 cu. yard and under......$ 7.91
over 1 cu. yard...........$ 7.94
G r a da 11 . . . . . . . . . . . . . . . . . . . . . $
Gradernan. . . . . . . . . . . . . . . . . . . . $
Guardrail Erector...........$
Guardrail Post Driver.......$
Mec han i c . . . . . . . . . . . . . . . . . . . . $
Milling Machine.............$
Milling Machine Grade
Chec ker. . . . . . . . . . . . . . . . . . . . . $
Motor Grader................$
Mulching Machine............$
Oiler, Greaseman............$
Pavement Striping
Ma chi n e. . . . . . . . . . . . . . . . . . . . . $
Paving Striping Machine
No z zIeman. . . . . . . . . . . . . . . . . . . $
pile Driver.................$
piledriverman.............. .$
Power Subgrade Mixer........$
Rollers:
Finish....................$ 8.41
Rough. . . . . . . . . . . . . . . . . . . . . $ 8 . 01
Self-Prop. Rubber Tire....$ 8.16
S c rap e r / Pan. . . . . . . . . . . . . . . . . $
Small Tool Operator.........$
Tractor, Light..............$
Trenching Machine...........$
Widening Spreader
Ma chi n e. . . . . . . . . . . . . . . . . . . . . $
Sign Erector...................$
7.75
7.50
9.00
7.16
7.08
7.50
10.14
9.00
7.15
10.56
7.15
7.73
8.26
7.00
10.50
10.00
7.94
8.11
7.00
7.52
8.12
8.00
7.63
Traffic Controller
TRAFFIC CONTROL
SPECIALIST..................$ 7.50
TRAFFIC SIGNALIZATION
IN S TAL L E R. . . . . . . . . . . . . . . . . . . $ 9 . 7 9
MECHANIC . . . . . . . . . . . . . . . . . . . . $ 13. 16
Truck drivers:
Lowboy. . . . . . . . . . . . . . . . . . . . . . $
Multi-Rear Axle.............$
Single-Rear Axle............$
8.11
8.06
7.80
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
----------------------------------------------------------------
----------------------------------------------------------------
Unlisted classifications needed for work not included within
the scope of the classifications listed may be added after
award only as provided in the labor standards contract clauses
1-42
(29CFR 5.5 (a) (1) (ii)).
In the listing above, the lISU" designation means that rates
listed under the identifier do not reflect collectively
bargained wage and fringe benefit rates. Other designations
indicate unions whose rates have been determined to be
prevailing.
WAGE DETERMINATION APPEALS PROCESS
1 . )
be:
Has there been an initial decision in the matter? This can
*
an existing published wage determination
a survey underlying a wage determination
a Wage and Hour Division letter setting forth a position on
a wage determination matter
a conformance (additional classification and rate) ruling
*
*
*
On survey related matters, initial contact, including requests
for summaries of surveys, should be with the Wage and Hour
Regional Office for the area in which the survey was conducted
because those Regional Offices have responsibility for the
Davis-Bacon survey program. If the response from this initial
contact is not satisfactory, then the process described in 2.)
and 3.) should be followed.
With regard to any other matter not yet ripe for the formal
process described here, initial contact should be with the
Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations
Wage and Hour Division
u.s. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an
interested party (those affected by the action) can request
review and reconsideration from the Wage and Hour Administrator
(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator
u.s. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the
interested party's position and by any information (wage
payment data, project description, area practice material,
etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an
1-43
interested party may appeal directly to the Administrative
Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board
U.S. Department of Labor
200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
----------------------------------------------------------------
----------------------------------------------------------------
END OF GENERAL DECISION
END OF GENERAL DECISION FL20080035
1-44
SECTION 0
CERTIFICATION REGARDING DEBARTMENT, SUSPENSION,
INELIGIBILITY, AND VOLUNTARY EXCLUSION · 49 CFR PART 29
(Version 1, 5/90)
The bidder/offerer certifies, by submission of this proposal or acceptance of this
contract, that neither it nor its principals is presently debarred, suspended, proposed for
debartment, declared ineligibility, or voluntarily excluded from participation in this
transaction by any Federal department or agency. It further agrees by submitting this
proposal that it will include this cause without modification in all lower tier transactions,
solicitations, proposals, contracts, and subcontracts. Where the bidder/offerer/contractor
any lower tier participant is unable to certify to this statement, it shall attach an
explanation to this solicitation/proposal.
~
Vice President
Title
Signa ure 0 Contractor
Paul J. Moriarty
1-45
CONTRACT
SECTION A
SECTION 8
SECTION C
SECTION D
DIVISION II
CONTRACT
- PU BLIC CONSTRUCTION BOND ............................................................11-2
- CERTIFICATE OF OWNER'S ATTORNEY (N/A) .....................................11-4
- ACKNOWLEDGMENT FOR CHANGE ORDERS .....................................11-5
CO NTR ACT ............................................................................................. .11-6
11-1
Bond No. 105314015
SECTION A
PUBLIC CONSTRUCTION BOND
By this Bond, We Quality Enterprises USA, Inc. , as Principal, wh'ose
princiRaJ business address is 3894 Mannix Drive, Suite 216, Naples, FL 34114-5406 ,as
corporat'on:as'gurer~acre'b6UiidT'o. Monroe County hereinafter called County, in
the sum of u.s. Dollars $2,296,711.98 (Minimum 1000/0 of totar bid amount) for
payment which we bind ourselves, our heirs) personal representatives, successors, and
assigns, jointly and severally.
THE CONDITION OF THIS BOND is that if PrincipaJ:
1 " Performs the contract dated , 2008 between Principal
and...Qountv for construction of Runway Safety Area Improvements, the Contract being
made a part of this Bond by referenc~, at the times and in the manner prescribed in the
Contract.
2. PromptJy make payments to all clafmants, as defined in S~ction 255.05 (1), Florida
-StatutesJ supplying Principal with labor, materials, or supplies, used directly or indirectly
by Principal in the 'prosecution of. the work provided for in the Contract, which is made a
part of this bond by reference, and in the times and in' the manner prescribed in the
Contract; and
3. Pays the County all losses, damages, expenses, costs and attorneys fees,
including appellate proceedings, that County sustains because of a failure by Principal
under the Contract; and
4. Performs the guarantee of all work and materials furnished under the Contract for
the time specified in the Contract, then this Bond is void; otherwise it remains in full
force.
This bond is subject to the provisions of Section 255.05, Florida Statues. Any changes
in or under the Contract Documents and compliance or non-compliance with any
formalities connected with the Contract or the changes does not affect Surety's
obligation under this Bond.
Principal agrees to record this Bond in the Official Records for Monroe County
before the commencement of the work subject of this Bond.
Dated on September 11, 2009 ~
]1..2 _
PRINCIPAL: Quality Enterprises USA, Inc.
Address: 3894 Mannix Drive, Suite 216, Naples, FL 34114-5406
By:
Howard J. Mu
President
SURETY: Travelers Casualty and Surety Company of America
Address: One Tower Square, Hartford, CT 06183
~ R~ 6lrra l~ ~rj
Terri Strawhand, Attorney-in-Fact
Claims against this Bond are subject" to the notice and time provisions set forth in
Section 255.0"5, Florida Statutes.
11..3
WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
1
~
TRAVELERSJ
POWER OF ATTORNEY
1
Farmington Casualty Company
Fidelity and Guaranty Insurance Company
Fidelity and Guaranty Insurance Underwriters, Inc.
Seaboard Surety Company
St. Paul Fire and Marine Insurance Company
St. Paul Guardian Insurance Company
St. Paul Mercury Insurance Company
Travelers Casualty and Surety Company
Travelers Casualty and Surety Company of America
United States Fidelity and Guaranty Company
1
Attorney-In Fact No.
220571
Certificate No. 0 0 2 8 4 8 415
1
KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, that S1. Paul
Fire and Marine Insurance Company, S1. Paul Guardian Insurance Company and S1. Paul Mercury Insurance Company are corporations duly organized under the laws
of the State of Minnesota, that Farmington Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of America are
corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty Company is a corporation duly organized under the
laws of the State of Maryland, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and
Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that
the Companies do hereby make, constitute and appoint
1
1
Mark C. Bundy, William E. Crawley, Tammy A. Ward, and Terri Strawhand
1
1
of the City of Virginia Beach . , State of. Virginia . . . . ' their true and lawful Attomey(s)-in-Fact,
each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and
other writings obligatory in the nature thereof on behalf of the Companies of. guaranteeing the fidelity of persons, guaranteeing the performance of
contracts and executing or guaranteeing bonds and undertakings required or. ons qrpf(?ceedings allowed by law.
1
Farmington Casualty. ~()~P..y ....) <x.;;'i.,:
Fidelity and GuarantY;I.sU~~~c~/~ompaq~
Fidelity and Guaranty Insurq,nce Underwrlt.ers, Inc.
Seaboard Surety Company
St. Paul Fire and Marine Insurance Company
seals to be hereto affixed, this
27th
1
IN WITNESS WHEREOF, the Companies have caused this
day of October 2008
1
St. Paul Guardian Insurance Company
St. Paul Mercury Insurance Company
Travelers Casualty and Surety Company
Travelers Casualty and Surety Company of America
United States Fidelity and Guaranty Company
1
o
~
1
State of Connecticut
1 City of Hartford ss.
By:
1
On this the 27th day of October 2008 , before me personally appeared George W. Thompson, who acknowledged
himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters,
Inc., Seaboard Surety Company, S1. Paul Fire and Marine Insurance Company, S1. Paul Guardian Insurance Company, S1. Paul Mercury Insurance Company, Travelers
Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being
authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer.
1
1
In Witness Whereof, I hereunto set my hand and official seal.
My Commission expires the 30th day of June, 2011.
'((\w c. j~
'- Marie C. Tetreault, Notary Public
1
58440-5-07 Printed in U.S.A.
WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity
and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insuran~e Company,
St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Compan.' of
America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows:
RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice
President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys-in-Fact and Agents to act for and on behalf
of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the
Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any
of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is
t
FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may
delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy
thereof is filed in the office of the Secretary; and it is
I
FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking
shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice
President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the
Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attorneys-in-Fact and Agents pursuant to the power
prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is
I
FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President,
any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any power of attorney or to any
certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys-in-Fact for purposes only of executing and attesting bonds
and undertakings and other writings obligatory in the nature thereof, and any such power of attorney or certificate bearing such facsimile signature or facsimile seal shall
be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the
Company in the future with respect to any bond or understanding to which it is attached.
I
I, Kori M, Johanson, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance
Underwriters, Inc., Seaboard Surety Company, St. Paul Fire and Marine Insuranc~ Cpmpany? St. Paul Guardian Insurance Company, St. Paul Mercury Insurance
Company, Travelers Casualty and Surety Company, Travelers Casualty and ~ur~!t:,!!~9mpanr!,I{JAmeri{,;;!#f1d United States Fidelity and Guaranty Company do hereby
certify that the above and foregoing is a true and correct copy of the Power!Q Home eeuted b'h sclid"Companies, which is in full force and effect and has not been
revoked.
daYOf~.mreV
, 20 Q1
I.
IN TESTIMONY WHEREOF, I have hereunto set my hand
Kori M. Johans
o
~
.I.
To verify the authenticity of this Power of Attorney, call 1-800-421-3880 or contact us at www.travelersbond.com. Please refer to the Attorney-In-Fact number, the
above-named individuals and the details of the bond to which the power is attached.
I
WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
SECTION B
CERTIFICATE OF OWNER'S ATTORNEY
THIS SECTION IS NOT INCLUDED
11-4
SECTION C
ACKNOWLEDGMENT FOR CHANGE ORDERS
TO: Monroe County Board of Commissioners
Key West, Florida
REF: Runway Safety Area Improvements
Kev West International Airport
Gentlemen:
In order to avoid the necessity of extensive amendments to the referred contract, the
undersigned acknowledges hereby that the following conditions are those for which
change orders are allowed under the Bid Law:
1 . Unusual and difficult circumstances which arose during the course of the
execution of the contract which could not have been reasonably foreseen.
2. Where competitive bidding for the new work for new money will work to the
serious detriment of the awarding authority.
3. Emergencies arising during the course of the work.
4. Changes or alterations provided for in the original bid and originals contract.
Quality Enterprises USA, Inc.
Contractor
,n
By:
Moriarty
Title: v ce President
l
11-5
SECTION D
CONTRACT TO
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C:.J rr1 ~ M
fll ::::0 -, ....
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n =" en
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THIS AGREEMENT made and entered into the 2.J.1Jl day of fM.t.uv I ~ 9
by and between Quality Enterpri FlP.Fl IT!=:A, Tn... _ . eonmlctCC
and the Monroe County Board of Commissioners, Key West, Florida, Owner.
Runway Safety Area Improvements
Kev West International Airport
WITNESSETH:
That the Contractor, for the consideration hereinafter fully set out hereby agrees with
the Owner as follows:
1. That the Contractor, shall furnish all the materials, and perform all of the work in
the manner and form as provided by the following enumerated Instruction to
Bidders, Form of Proposal, General Provisions, Special Provisions, Technical
Specifications, Form of Contract, Form of Bond, Drawings and Addenda, which
are attached hereto and made a part hereof, as if fully contained herein, for the
construction of:
Runwav Safety Area Improvements
Kev West International Airport
Monroe County, Florida
2. That the Contractor shall commence the work to be performed under this
agreement on a date to be specified in a written order of the Owner and shall
fully complete all work hereunder within two hundred and forty (240) calendar
days from the Notice-to-Proceed (Construction) as per Special Provision No.2.
3. The Owner hereby agrees to pay to the Contractor for the faithful performance of
the agreement, subject to additions and deductions as provided in the
specifications or proposal in lawful money of the United States as follows:
. Two Million Two Hundred Ninety Six Thousand
Approximately Seven Hundred Eleven Dollars and Ninety Eight 08"3118 Cents
($ 2, 296 , 711. 98 ) in accordance with lump sum and unit prices set forth in the
proposal.
4. On or before the 15th day of each calendar month, the second party shall make
partial payment to the on the Contractor basis of a duly certified and approved
estimate of work performed during the preceding calendar month by the
Contractor, less ten percent (100/0) of the amount of such estimate which is to be
11-6
"'T1
-
r-
",
o
-n
o
:::0
::0
f"T1
n
o
:0
o
retained by the Owner until all work has been performed strictly in accordance
with this agreement.
5. Upon submission by the Contractor of evidence satisfactory to the Owner that all
payrolls, material bills and other costs incurred by the Contractor in connection
with the construction of the work have been paid in full, final payment on account
of this agreement shall be made within twenty (20) days after the completion by
the Contractor of all work covered by this agreement and the acceptance of such
work by the Owner.
6. It is mutually agreed between the parties hereto that time is of the essence in this
contract and in the event the construction of the work is not completed within the
tim~ herein specified, it is agreed that from the compensation otherwise to be
paid to the Contractor, the Owner may retain the amounts described in the
Liquidated Damages Section per day for each day thereafter, Sundays and
holidays included, that the work remains uncompleted, which sum shall represent
the actual damages which the Owner will have sustained per day by failure of the
Contractor to complete the work within the time stipulated and this sum is not a
penalty being the stipulated damages the Owner will have sustained in the event
of such default by the Contractor.
7. It is further mutually agreed between the parties hereto that if at any time after
the execution of this agreement and the surety bond hereto attached for its
faithful performance, the Owner shall deem the surety or sureties upon such
bond to be unsatisfactory, or if, for any reason, such bond ceases to be adequate
to cover the performance of the work, the Contractor shall, at its expense within
five (5) days after the receipt of notice from the Owner so to do, furnish an
additional bond or bonds in such form and amount and with such surety or
sureties as shall be satisfactory to the Owner. In such event, no further payment
to the Contractor shall be deemed to be due under this agreement until such new
or additional security for the faithful performance of the work shall be furnished in
manner and form satisfactory to the Owner.
IN WITNESS WHEREOF the parties hereto have executed this agreement on the day
and date first above written in two (2) counterparts, each of which shall, without proof or
accounting for the other counterpart, be deemed an original contract.
Quality Enterprises USA, Inc.
(Contractor)
(Monrojfounty Board~ comm,~s)
~~ ~tC 0 J~,
By: IT
7">-_C htliV'Wld V)
By:
Pau J. Moriarty
Title: Vice President
President*
WITN~~
~ouis J. Gaudio
-/'
11-7
STATE OF FLORIDA
COUNTY OF Collier
I, the undersigned authority, a Notary Public in and for said County and State hereby
certify that Paul J. Moriarty whose name as Vice President of ** Is
signed to the foregoing instrument and who is known to me, acknowledged before me
on this day that being informed of the contents of the within instrument, he, in his
capacity as such, executed the same voluntarily on the date the same bears date.
Given under my hand and seal this I &.fh-day of ~k. , 20~.
t)J1. _ .~
/~,,'
if l ,/
Notary Public
",,~~:,;~,,~.. MARCIE L COHEN
'*~ ~~ MY COMMISSION * DO 501526
~\.. . 01# EXPIRES: February 11,2010
· 8etwfW Thru N'etBf}' PtitiHe I:hlttefwritefs
* Who is authorized by the corporation to execute this contract.
** Quality Enterprises USA, Inc.
11-8
GENERAL PROVISIONS
DIVISION III
GENERAL PROVISIONS
SECTION 10 - DEFINITION OF TERMS .........................................................................111-2
SECTION 20 - PROPOSAL REQUIREMENTS AND CONDITIONS................................ 111-8
SECTION 30 - AWARD AND EXECUTION OF CONTRACT ........................................111-12
SECTION 40 - SCOPE OF WORK ................................................................................111-14
SECTION 50 - CONTROL OF WORK ...........................................................................111-19
SECTION 60 - CONTROL OF MATERIALS.................................................................. 111-27
SECTION 70 - lEGAL RELATIONS AND RESPONSIBiliTY TO PUBLIC ..................111-31
SECTION 80 - PROSECUTION AND PROGRESS .......................................................111-44
SECTION 90 - MEASUREMENT AND PAYMENT ........................................................111-51
SECTION 100 - CONTRACTOR QUALITY CONTROL PROGRAM ...............................111-59
SECTION 110 - METHOD OF ESTIMATING PERCENTAGE OF MATERIALS
WITHIN SPECIFICATION LIMITS (PWL) ..............................................111-68
SECTION 120 - CONSTRUCTION CONTRACT CLAUSES AIRPORT
1M PROVEM ENT PROGRAM .................................................................111-74
SECTION 130 - SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION ......111-100
SECTION 140 - GENERAL INSURANCE REQUIREMENTS FOR
CONTRACTORS AND SUBCONTRACTORS .....................................111-1 01
SECTION 150 - DISADVANTAGED BUSINESS ENTERPRISE PROGRAM ................111-109
111-1
DIVISION III - GENERAL PROVISIONS
SECTION 10
DEFINITION OF TERMS
Whenever the following terms are used in these specifications, in the Contract, in any
documents or other instruments pertaining to construction where these specifications
govern, the intent and meaning shall be interpreted as follows:
10-01 AASHTO. The American Association of State Highway and Transportation
Officials, the successor association to AASHO.
10-02 ACCESS ROAD. The right-of-way, the roadway and all improvements
constructed thereon connecting the airport to a public highway.
10-03 ADVERTISEMENT. A public announcement, as required by local law, inviting
bids for work to be performed and materials to be furnished.
10-04 ADDENDUM. A modification of the plans or other Contract documents issued by
the Engineer and distributed to prospective bidders prior to the opening of the proposal.
10-05 AlP. The Airport Improvement Program, a grant-in-aid program, administered by
the Federal Aviation Administration.
10-06 ADVISORY CIRCULAR. A document issued by the FAA containing informational
material and guidance, when referred to in the drawings (Plans) and Specifications,
advisory circulars shall have the same force as supplemental Specifications.
10-07 AIR OPERATIONS AREA. For the purpose of these specifications, the term air
operations area shall mean any area of the airport used or intended to be used for the
landing, takeoff, or surface maneuvering of aircraft, and contiguous safety areas. An air
operation area shall include such paved or unpaved areas that are used or intended to
be used for the landing, takeoff, or surface maneuvering or aircraft, and contiguous
safety areas that are used or intended to be used for the unobstructed movement of
aircraft in addition to its associated runway, taxiway, or apron.
10-08 AIRPORT. Airport means an area of land or water which is used or intended to
be used for the landing and takeoff of aircraft, and includes its buildings and facilities, if
any.
10-09 ASTM. The American Society for Testing and Materials.
10-10 AWARD. The acceptance, by the owner, of the successful bidder's proposal.
111-2
10-11 BID BOND (PROPOSAL GUARANTY). The security furnished with a proposal
to guarantee that the bidder will enter into a contract if his proposal is accepted by the
Owner.
10-12 BIDDER. Any individual, partnership, firm, or corporation, acting directly or
through a duly authorized representative, who submits a proposal for the work
contemplated.
10-13 BUILDING AREA. An area on the airport to be used, considered, or intended to
be used for airport buildings or other airport facilities or rights-of-way together with all
airport buildings and facilities located thereon.
10-14 CALENDAR DAY. Every day shown on the calendar.
10-15 CERTIFICATES OF COMPLIANCES. Written statements by the manufacturer
stating the material furnished is in conformance with the Specifications.
10-16 CHANGE ORDER. A written order to the Contractor covering changes in the
plans, specifications, or proposal quantities and establishing the basis of payment and
contract time adjustment, if any, for the work affected by such changes. The work,
covered by a change order, shall be within the scope of the contract.
10-17 CONTRACT. The written agreement covering the work to be performed. The
awarded contract shall include, but is not limited to: The Advertisement; The Contract
Form; The Proposal; The Performance Bond; The Payment Bond; any required
insurance certificates; The Specifications; The Plans, and any addenda issued to
bidders.
10-18 CONTRACT DOCUMENTS. The written agreement covering the work to be
performed. The awarded Contract shall include, but is not limited to: the Invitation for
Bids; the Bid Documents, the Contract form; the Proposal, the Schedule of Bid Items;
the Proposal Bond; the Contract Bond, the Labor and Materials Bond; any required
insurance certificates; the General and Special Provisions; the Technical Specifications;
the Plans; any addenda issued to Bidders; and any Change Orders issued to the
Contractor.
10-19 CONTRACT ITEM (PAY ITEM). A specific unit of work for which a price is
provided in the contract.
10-20 CONTRACT TIME. The number of calendar days or working days, stated in the
proposal, allowed for completion of the contract, including authorized time extensions.
If a calendar date of completion is stated in the proposal, in lieu of a number of calendar
or working days, the contract shall be completed by that date.
111-3
10-21 CONTRACTOR. The individual, partnership, firm, or corporation primarily liable
for the acceptable performance of the work contracted and for the payment of all legal
debts pertaining to the work who acts directly or through lawful agents or employees to
complete the contract work.
10-22 DRAINAGE SYSTEM. The system of pipes, ditches, and structures by which
surface or subsurface waters are collected and conducted from the airport area.
10-23 ENGINEER. The individual, partnership, firm, or corporation duly authorized by
the owner (sponsor) to be responsible for engineering supervision of the contract work
and acting directly or through an authorized representative.
10-24 EQUIPMENT. All machinery, together with the necessary supplies for upkeep
and maintenance, and also all tools and apparatus necessary for the proper
construction and acceptable completion of the work.
10-25 EXTRA WORK. An item of work not provided for in the awarded contract as
previously modified by change order or supplemental agreement, but which is found by
the Engineer to be necessary to complete the work within the intended scope of the
contract as previously modified.
10-26 FAA. The Federal Aviation Administration of the U.S. Department of
Transportation. When used to designate a person, FAA shall mean the Administrator or
his/her duly authorized representative.
10-27 FOOT. The State of Florida Department of Transportation.
10-28 FEDERAL SPECIFICATIONS. The Federal Specifications and Standards, and
supplements, amendments, and indices thereto are prepared and issued by the General
Services Administration of the Federal Government.
10-29 INSPECTOR. An authorized representative of the Engineer assigned to make
all necessary inspections and/or tests of the work performed or being performed, or of
the materials furnished or being furnished by the Contractor.
10-30 INTENTION OF TERMS. Whenever, in these specifications or on the plans, the
words "directed:' "required:' "permitted:' "ordered:' "designated:' "prescribed," or
words of the .Iike import are used, it shall be understood that the direction, requirement,
permission, order, des'ignation, or prescription of the Engineer is intended; and similarly,
the words "approved, II "acceptable:' "satisfactory:- or words of like import, shall mean
approved by, or acceptable to, or satisfactory to the Engineer, subject in each case to
the final determination of the owner.
Any reference to a specific requirement of a numbered paragraph of the contract
specifications or a cited standard shall be interpreted to include all general requirements
of the entire section, specification item, or cited standard that may be pertinent to such
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specific reference.
10-31 LABORATORY. The official testing laboratories of the owner or such other
laboratories as may be designated by the Engineer.
10-32 LIGHTING. A system of fixtures providing or controlling the light sources used
on or near the airport or within the airport buildings. The field lighting includes all
luminous signals, markers, floodlights, and illuminating devices used on or near the
airport or to aid in the operation of aircraft landing at, taking off from, or taxiing on the
airport surface.
10-33 MAJOR AND MINOR CONTRACT ITEMS. A major contract item shall be any
item that is listed in the proposal, the total cost of which is equal to or greater than 20
percent of the total amount of the award contract. All other items shall be considered
minor contract items.
10-34 MATERIALS. Any substance specified for use in the construction of the contract
work.
10-35 MIL SPECIFICATIONS. The Military Specifications and Standard, and indices
thereto, that are prepared and issued by the Department of Defense.
10-36 NOTICE TO PROCEED. A written notice to the Contractor to begin the actual
contract work on a previously agreed to date. If applicable, the Notice to Proceed shall
state the date on which the contract time begins.
10-37 OWNER (SPONSOR). The term owner shall mean the party of the first part or
the contracting agency signatory to the contract. For AlP contracts, the term sponsor
shall have the same meaning as the term owner.
10-38 PAVEMENT. The combined surface course, base course, and subbase course,
if any, considered as a single unit.
10-39 PAYMENT BOND. The approved form of security furnished by the Contractor
and his/her surety as a guaranty that he will pay in full all bills and accounts for
materials and labor used in the construction of the work.
10-40 PERFORMANCE BOND. The approved form of security furnished by the
Contractor and his/her surety as a guaranty that the Contractor will complete the work in
accordance with the terms of the contract.
10-41 PLANS. The official drawings or exact reproductions which show the location,
character, dimensions and details of the airport and the work to be done and which are
to be considered as a part of the contract, supplementary to the specifications.
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10-42 PROJECT. The agreed scope of work for accomplishing specific airport
development with respect to a particular airport.
10-43 PROPOSAL. The written offer of the bidder (when submitted on the approved
proposal form) to perform the contemplated work and furnish the necessary materials in
accordance with the provisions of the plans and specifications.
10-44 PROPOSAL GUARANTY. The security furnished with a proposal to guarantee
that the bidder will enter into a contract if his/her proposal is accepted by the owner.
10-45 RUNWAY. The area on the airport prepared for the landing and takeoff of
ai rcraft.
10-46 SPECIAL PROVISIONS. The specific clauses setting forth conditions or
requirements peculiar to the project under consideration, covering work or material
involved in the proposal and estimate, which are not thoroughly or satisfactorily
stipulated in these Specifications.
10-47 SPECIFICATIONS. A part of the contract containing the written directions and
requirements for completing the contract work. Standards for specifying materials or
testing which are cited in the contract specifications by reference shall have the same
force and effect as if included in the contract physically.
10-48 SPONSOR. Shall mean the same as Owner.
10-49 SUBCONTRACTOR. Any individual, partnership or corporation supplying the
Contractor with labor, materials, and supplies, used directly or indirectly by the said
Contractor or subcontractor in the prosecution of the work.
10-50 STRUCTURES. Airport facilities such as bridges; culverts; catch basins, inlets,
retaining walls, cribbing; storm and sanitary sewer lines; water lines; underdrains;
electrical ducts, manholes, handholes, lighting fixtures and bases; transformers; flexible
and rigid pavements; navigational aids; buildings; vaults; and, other manmade features
of the airport that may be encountered in the work and not otherwise classified herein.
10-51 SUBGRADE. The soil which forms the pavement foundation.
10-52 SUPERINTENDENT. The Contractor1s executive representative who is present
on the work during progress, authorized to receive and fulfill instructions from the
Engineer, and who shall supervise and direct the construction.
10-53 SUPPLEMENTAL AGREEMENT. A written agreement between the Contractor
and the owner covering: (1) work that would increase or decrease the total amount of
the awarded contract, or any major contract item, by more than 25 percent, such
increased or decreased work being within the scope of the originally awarded contract;
or (2) work that is not within the scope of the originally awarded contract.
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10-54 SURETY. The corporation, partnership, or individual, other than the Contractor,
executing payment or performance bonds which are furnished to the owner by the
Contractor.
10-55 TAXIWAY. For the purpose of this document, the term taxiway means the
portion of the air operations area of an airport that has been designated by competent
airport authority for movement of aircraft to and from the airport's runways or aircraft
parking areas.
10-56 WORK. The furnishing of all labor, materials, tools, equipment, and incidentals
necessary or convenient to the Contractor's performance of all duties and obligations
imposed by the contract, plans, and specifications.
10-57 WORKING DAY. A working day shall be any day other than a legal holiday,
Saturday, or Sunday on which the normal working forces of the Contractor may proceed
with regular work for at least 6 hours toward completion of the contract. Unless work is
suspended for causes beyond the Contractor's control, Saturdays, Sundays and
holidays on which the Contractor's forces engage in regular work, requiring the
presence of an inspector, will be considered as working days.
END OF SECTION 10
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SECTION 20
PROPOSAL REQUIREMENTS AND CONDITIONS
20-01 ADVERTISEMENT (Notice to Bidders). The owner, or his/her authorized
agent, shall publish the advertisement at such places and at such times as are required
by local law or ordinances. The published advertisement shall state the time and place
for submitting sealed proposals; a description of the proposed work; instructions to
bidders as to obtaining proposal forms, plans, and specifications; proposal guaranty
required; and the owner1s right to reject any and all bids.
20-02 PREQUALIFICATION OF BIDDERS. Each bidder shall furnish the owner
satisfactory evidence of his/her competency to perform the proposed work. Such
evidence of competency, unless otherwise specified, shall consist of statements
covering the bidder's past experience on similar work, a list of equipment that would be
available for the work, and a list of key personnel that would be available. In addition,
each bidder shall furnish the owner satisfactory evidence of his/her financial
responsibility. Such evidence of financial responsibility, unless otherwise specified,
shall consist of a confidential statement or report of the bidder's financial resources and
liabilities as of the last calendar year or the Contractor's last fiscal year. Such
statements or reports shall be certified by a public accountant. At the time of submitting
such financial statements or reports, the bidder shall further certify whether his/her
financial responsibility is approximately the same as stated or reported by the public
accountant. If the bidder's financial responsibility has changed, the bidder shall qualify
the public accountant's statement or report to reflect his/her (bidder's) true financial
condition at the time such qualified statement or report is submitted to the owner.
Unless otherwise specified, a bidder may submit evidence that he is prequalified with
the State Highway Division and is on the current "bidder's list" of the state in which the
proposed work is located. Such evidence of State Highway Division prequalification
may be submitted as evidence of financial responsibility in lieu of the certified
statements or reports hereinbefore specified.
Each bidder shall submit "evidence of competency" and "evidence of financial
responsibility" to the owner at the time of the bid openino.
20-03 CONTENTS OF PROPOSAL FORMS. The owner shall furnish bidders with
proposal forms. All papers bound with or attached to the proposal forms are necessary
parts and must not be detached.
The plans specifications, and other documents designated in the proposal form shall be
considered a part of the proposal whether attached or not.
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20-04 ISSUANCE OF PROPOSAL FORMS. The owner reserves the right to refuse to
issue a proposal form to a prospective bidder should such bidder be in default for any of
the following reasons:
A. Failure to comply with any prequalification regulations of the owner, if such
regulations are cited, or otherwise included, in the proposal as a
requirement for bidding.
B. Failure to pay, or satisfactorily settle, all bills due for labor and materials
on former contracts in force (with the owner) at the time the owner issues
the proposal to a prospective bidder.
C. Contractor default under previous contracts with the owner.
D. Unsatisfactory work on previous contracts with the owner.
20-05 INTERPRETATION OF ESTIMATED PROPOSAL QUANTITIES. An estimate
of quantities of work to be done and materials to be furnished under these specifications
is given in the proposal. It is the result of careful calculations and is believed to be
correct. U is given only as a basis for comparison of proposals and the award of the
contract. The owner does not expressly or by implication agree that the actual
quantities involved will correspond exactly therewith; nor shall the bidder plead
misunderstanding or deception because of such estimates of quantities, or of the
character, location, or other conditions pertaining to the work. Payment to the
Contractor will be made only for the actual quantities of work performed or materials
furnished in accordance with the plans and specifications. It is understood that the
quantities may be increased or decreased as hereinafter provided in the subsection
titled ALTERATION OF WORK AND QUANTITIES of Section 40 without in any way
invalidating the unit bid prices.
20-06 EXAMINATION OF PLANS. SPECIFICATIONS. AND SITE. The bidder is
expected to carefully examine the site of the proposed work, the proposal, plans
specifications, and contract forms. He shall satisfy himself as to the character, quality,
and quantities of work to be performed, materials to be furnished, and as to the
requirements of the proposed contract. The submission of a proposal shall be prima
facie evidence that the bidder has made such examination and is satisfied as to the
conditions to be encountered in performing the work and as to the requirements of the
proposed contract, plans, and specifications.
Boring logs and other records of subsurface investigations and tests are available for
inspection of bidders. It is understood and agreed that such subsurface information,
whether included in the plans, specifications, or otherwise made available to the bidder,
was obtained and is intended for the owner1s design and estimating purposes only.
Such information has been made available for the convenience of all bidders. It is
further understood and agreed that each bidder is solely responsible for all
assumptions, deductions, or conclusions which he may make or obtain from his/her
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examination of the boring logs and other records of subsurface investigations and tests
that are furnished by the owner.
20-07 PREPARATION OF PROPOSAL. The bidder shall submit his/her proposal on
the forms furnished by the owner. All blank spaces in the proposal forms must be
correctly filled in where indicated for each and every item for which a quantity is given.
The bidder shall state the price (written in ink or typed) both in words and numerals for
which he proposes to do each pay item furnished in the proposal. In case of conflict
between words and numerals, the words, unless obviously incorrect, shall govern.
The bidder shall sign his/her proposal correctly and in ink. If the proposal is made by an
individual, his/her name and post office address must be shown. If made by a
partnership, the name and post office address of each member of the partnership must
be shown. If made by a corporation, the person signing the proposal shall give the
name of the state under the laws of which the corporation was chartered and the name,
titles, and business address of the president, secretary, and the treasurer. Anyone
signing a proposal as an agent shall file evidence of his/her authority to do so and that
the signature is binding upon the firm or corporation.
20-08 IRREGULAR PROPOSALS. Proposals shall be considered irregular for the
following reasons:
A. If the proposal is on a form other than that furnished by the owner, or if the
owner's form is altered, or if any part of the proposal form is detached.
B. If there are unauthorized additions, conditional or alternate pay items, or
irregularities of any kind which make the proposal incomplete, indefinite,
or otherwise ambiguous.
c. If the proposal does not contain a unit price for each pay item listed in the
proposal, except in the case of authorized alternate pay items, for which
the bidder is not required to furnish a unit price.
D. If the proposal contains unit prices that are obviously unbalanced.
E. If the proposal is not accompanied by the proposal guaranty specified by
the owner.
The owner reserves the right to reject any irregular proposal and the right to waive
technicalities if such waiver is in the best interest of the owner and conforms to local
laws and ordinances pertaining to the letting of construction contracts.
20-09 BID GUARANTEE. Each separate proposal shall be accompanied by a certified
check, or other specified acceptable collateral, in the amount specified in the proposal
form. Such check, or collateral, shall be made payable to the owner.
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20-10 DELIVERY OF PROPOSAL. Each proposal submitted shall be placed in a
sealed envelope plainly marked with the project number, location of airport, and name
and business address of the bidder on the outside. When sent by mail, preferably
registered, the sealed proposal, marked as indicated above, should be enclosed in an
additional envelope. No proposal will be considered unless received at the place
specified in the advertisement before the time specified for opening all bids. Proposals
received after the bid opening time shall be returned to the bidder unopened.
20-11 WITHDRAWAL OR REVISION OF PROPOSALS. A bidder may withdraw or
revise (by withdrawal of one proposal and submission of another) a proposal provided
that the bidder's request for withdrawal is received by the owner in writing or by
telegram before the time specified for opening bids. Revised proposals must be
received at the place specified in the advertisement before the time specified for
opening all bids.
20-12 PUBLIC OPENING OF PROPOSALS. Proposals shall be opened, and read,
publicly at the time and place specified in the advertisement. Bidders, their authorized
agents, and other interested persons are invited to attend. Proposals that have been
withdrawn (by written or telegraphic request) or received after the time specified for
opening bids shall be returned to the bidder unopened.
20-13 DISQUALIFICATION OF BIDDERS. A bidder shall be considered disqualified
for any of the following reasons:
A. Submitting more than one proposal from the same partnership, firm, or
corporation under the same or different name.
B. Evidence of collusion among bidders. Bidders participating in such
collusion shall be disqualified as bidders for any future work of the owner
until any such participating bidder has been reinstated by the owner as a
qualified bidder.
c. If the bidder is considered to be in "defaultll for any reason specified in the
subsection titled ISSUANCE OF PROPOSAL FORMS of this section.
END OF SECTION 20
111-11
SECTION 30
AWARD AND EXECUTION OF CONTRACT
30-01 CONSIDERATION OF PROPOSALS. After the proposals are publicly opened
and read, they will be compared on the basis of the summation of the products obtained
by multiplying the estimated quantities shown in the proposal by the unit bid prices. If a
bidder's proposal contains a discrepancy between unit bid prices written in words and
unit bid prices written in numbers, the unit price written in words shall govern.
Until the award of a contract is made, the owner reserves the right to reject a bidder's
proposal for any of the following reasons:
A. If the proposal is irregular as specified in the subsection titled
IRREGULAR PROPOSALS of Section 20.
B. If the bidder is disqualified for any of the reasons specified in the
subsection titled DISQUALIFICATION OF BIDDERS of Section 20.
In addition, until the award of a contract is made, the owner reserves the right to reject
any or all proposals, waive technicalities, if such waiver is in the best interest of the
owner and is in conformance with applicable state and local laws or regulations
pertaining to the letting of construction contracts; advertise for new proposals; or
proceed with the work otherwise. All such actions shall promote the owner's best
interests.
30-02 AWARD OF CONTRACT. The award of a contract, if it is to be awarded, shall
be made within 90 calendar days of the date specified for publicly opening proposals,
unless otherwise specified herein.
Award of the contract shall be made by the owner to the lowest, qualified bidder whose
proposal conforms to the cited requirements of the owner.
30-03 CANCELLATION OF AWARD. The owner reserves the right to cancel the
award without liability to the bidder, except return of proposal guaranty, at any time
before a contract has been fully executed by all parties and is approved by the owner in
accordance with the subsection titled APPROVAL OF CONTRACT of this section.
30-04 RETURN OF PROPOSAL GUARANTY. All proposal guaranties, except those
of the two lowest bidders, will be returned immediately after the owner has made a
comparison of bids as hereinbefore specified in the subsection titled CONSIDERATION
OF PROPOSALS of this section. Proposal guaranties of the two lowest bidders will be
retained by the owner until such time as an award is made, at which time, the
unsuccessful bidder's proposal guaranty will be returned. The successful bidder's
proposal guaranty will be returned as soon as the owner receives the contracts bonds
111-12
as specified in the subsection titled REQUIREMENTS OF CONTRACT BONDS of this
section.
30-05 REQUIREMENTS OF CONTRACT BONDS. At the time of the execution of the
contract, the successful bidder shall furnish the owner a surety bond or bonds which
have been fully executed by the bidder and the surety guaranteeing the performance of
the work and the payment of all legal debts that may be incurred by reason of the
Contractor1s performance of the work. The surety and the form of the bond or bonds
shall be acceptable to the owner. Unless otherwise specified in this subsection, the
surety bond or bonds shall be in a sum equal to the full amount of the contract.
30-06 EXECUTION OF CONTRACT. The successful bidder shall sign (execute) the
necessary agreements for entering into the contract and return such signed contract to
the owner, along with the fully executed surety bond or bonds specified in the
subsection titled REQUIREMENTS OF CONTRACT BONDS of this section, within 15
calendar days from the date mailed or otherwise delivered to the successful bidder. If
the contract is mailed, special handling is recommended.
30-07 APPROVAL OF CONTRACT. Upon receipt of the contract and contract bond or
bonds that have been executed by the successful bidder, the owner shall complete the
execution of the contract in accordance with local laws or ordinances, and return the
fully executed contract to the Contractor. Delivery of the fully executed contract to the
Contractor shall constitute the owner1s approval to be bound by the successful bidder1s
proposal and the terms of the contract.
30-08 FAILURE TO EXECUTE CONTRACT. Failure of the successful bidder to
execute the contract and furnish an acceptable surety bond or bonds within the 15
calendar day period specified in the subsection titled REQUIREMENTS OF
CONTRACT BONDS of this section shall be just cause for cancellation of the award
and forfeiture of the proposal guaranty, not as a penalty, but as liquidation of damages
to the owner.
END OF SECTION 30
111-13
SECTION 40
SCOPE OF WORK
40-01 INTENT OF CONTRACT. The intent of the contract is to provide for construction
and completion, in every detail, of the work described. It is further intended that the
Contractor shall furnish all labor, materials, equipment, tools, transportation, and
supplies required to complete the work in accordance with the plans, specifications, and
terms of the contract.
40-02 ALTERATION OF WORK AND QUANTITIES. The owner reserves and shall
have the right to make such alterations in the work as may be necessary or desirable to
complete the work originally intended in an acceptable manner. Unless otherwise
specified herein, the Engineer shall be and is hereby authorized to make such
alterations in the work as may increase or decrease the originally awarded contract
quantities~ provided that the aggregate of such alterations does not change the total
contract cost or the total cost of any major contract item by more than 25 percent (total
cost being based on the unit prices and estimated quantities in the awarded contract).
Alterations which do not exceed the 25 percent limitation shall not invalidate the
contract nor release the surety, and the Contractor agrees to accept payment for such
alterations as if the altered work had been a part of the original contract. These
alterations which are for work within the general scope of the contract shall be covered
by "Change Orders" issued by the Engineer. Change orders for altered work shall
include extensions of contract time where, in the Engineer's opinion, such extensions
are commensurate with the amount and difficulty of added work.
Should the aggregate amount of altered work exceed the 25 percent limitation
hereinbefore specified, such excess altered work shall be covered by supplemental
agreement. If the owner and the Contractor are unable to agree on a unit adjustment
for any contract item that requires a supplemental agreement, the owner reserves the
right to terminate the contract with respect to the item and make other arrangements for
its completion.
The Contractor is advised that all supplemental agreements shall be approved by the
FAA and shall include valid wage determinations of the U.S. Secretary of Labor when
the amount of the supplemental agreement exceeds $2,000. However, if the Contractor
elects to waive the limitations on work that increases or decreases the originally
awarded contract or any major contract item by more than 25 percent, the supplemental
agreement shall be subject to the same U.S. Secretary of Labor wage determination as
was included in the originally awarded contract.
All supplemental agreements shall require consent of the Contractor's surety and
separate performance and payment bonds.
111-14
40-03 OMITTED ITEMS. The Engineer may, in the owner's best interest, omit from
the work any contract item, except major contract items. Major contract items may be
omitted by a supplemental agreement. Such omission of contract items shall not
invalidate any other contract provision or requirement.
Should a contract item be omitted or otherwise ordered to be nonperformed, the
Contractor shall be paid for all work performed toward completion of such item prior to
the date of the order to omit such item. Payment for work performed shall be in
accordance with the subsection titled PAYMENT FOR OMITTED ITEMS of Section 90.
40-04 EXTRA WORK. Should acceptable completion of the contract require the
Contractor to perform an item of work for which no basis of payment has been provided
in the original contract or previously issued change orders or supplemental agreements,
the same shall be called Extra Work. Extra work that is within the general scope of the
contract shall be covered by written change order. Change orders for such extra work
shall contain agreed unit prices for performing the change order work in accordance
with the requirements specified in the order, and shall contain any adjustment to the
contract time that, in the Engineer's opinion, is necessary for completion of such extra
work.
When determined by the Engineer to be in the owner's best interest, he may order the
Contractor to proceed with extra work by force account as provided in the subsection
titled PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK of Section 90.
Extra work that is necessary for acceptable completion of the project, but is not within
the general scope of the work covered by the original contract shall be covered by a
Supplemental Agreement as hereinbefore defined in the subsection titled
SUPPLEMENTAL AGREEMENT of Section 10.
Any claim for payment of extra work that is not covered by written agreement (change
order or supplemental agreement) shall be rejected by the owner.
40-05 MAINTENANCE OF TRAFFIC. It is the explicit intention of the contract that the
safety of aircraft, as well as the Contractor's equipment and personnel, is the most
important consideration. It is understood and agreed that the Contractor shall provide
for the free and unobstructed movement of aircraft in the air operations areas of the
airport with respect to his/her own operations and the operations of all his/her
subcontractors as specified in the subsection titled LIMITATION OF OPERATIONS of
Section 80. It is further understood and agreed that the Contractor shall provide for the
uninterrupted operation of visual and electronic signals (including power supplies
thereto) used in the guidance of aircraft while operating to, from, and upon the airport as
specified in the subsection titled CONTRACTORIS RESPONSIBILITY FOR UTILITY
SERVICE AND FACILITIES OF OTHERS in Section 70.
With respect to his/her own operations and the operations of all his/her subcontractors,
the Contractor shall provide marking, lighting, and other acceptable means of
111-15
identifying: personnel; equipment; vehicles; storage areas; and any work area or
condition that may be hazardous to the operation of aircraft, fire-rescue equipment, or
maintenance vehicles at the airport.
When the contract requires the maintenance of vehicular traffic on an existing road,
street, or highway during the Contractor's performance of work that is otherwise
provided for in the contract, plans, and specifications, the Contractor shall keep such
road, street, or highway open to all traffic and shall provide such maintenance as may
be required to accommodate traffic. The Contractor shall furnish erect, and maintain
barricades, warning signs, flagmen, and other traffic control devices in reasonable
conformity with the manual of Uniform Traffic Control Devices for Streets and Highways
(published by the United States Government Printing Office), unless otherwise specified
herein. The Contractor shall also construct and maintain in a safe condition any
temporary connections necessary for ingress to and egress from abutting property or
intersecting roads, streets or highways. Unless otherwise specified herein, the
Contractor will not be required to furnish snow removal for such existing road, street, or
highway.
The Contractor shall make his/her own estimate of all labor, materials, equipment, and
incidentals necessary for providing the maintenance of aircraft and vehicular traffic as
specified in this subsection.
The cost of maintaining the aircraft and vehicular traffic specified in this subsection shall
not be measured or paid for directly, but shall be included in the various contract items.
40-06 REMOVAL OF EXISTING STRUCTURES. All existing structures encountered
within the established lines, grades, or grading sections shall be removed by the
Contractor, unless such existing structures are otherwise specified to be relocated,
adjusted up or down, salvaged, abandoned in place, reused in the work or to remain in
place. The cost of removing such existing structures shall not be measured or paid for
directly, but shall be included in the various contract items.
Should the Contractor encounter an existing structure (above or below ground) in the
work for which the disposition is not indicated on the plans, the Engineer shall be
notified prior to disturbing such structure. The disposition of existing structures so
encountered shall be immediately determined by the Engineer in accordance with the
provisions of the contract.
Except as provided in the subsection titled RIGHTS IN AND USE OF MATERIALS
FOUND IN THE WORK of this section, it is intended that all existing materials or
structures that may be encountered (within the lines, grades, or grading sections
established for completion of the work) shall be utilized in the work as otherwise
provided for in the contract and shall remain the property of the owner when so utilized
in the work.
111-16
40-07 RIGHTS IN AND USE OF MATERIALS FOUND IN THE WORK. Should the
Contractor encounter any material such as (but not restricted to) sand, stone, gravel,
slag, or concrete slabs within the established lines, grades, or grading sections, the use
of which is intended by the terms of the contract to be either embankment or waste, he
may at his/her option either:
A. Use such material in another contract item, providing such use is
approved by the Engineer and is in conformance with the contract
specifications applicable to such use; or,
B. Remove such material from the site, upon written approval of the
Engineer; or
C. Use such material for his/her own temporary construction on site; or,
D. Use such material as intended by the terms of the contract.
Should the Contractor wish to exercise option AI, B., or CI, he shall request the
Engineerls approval in advance of such use.
Should the Engineer approve the Contractor1s request to exercise option A., B., or C.,
the Contractor shall be paid for the excavation or removal of such material at the
applicable contract price. The Contractor shall replace, at his/her own expense, such
removed or excavated material with an agreed equal volume of material that is
acceptable for use in constructing embankment, backfills, or otherwise to the extent that
such replacement material is needed to complete the contract work. The Contractor
shall not be charged for his/her use of such material so used in the work or removed
from the site.
Should the Engineer approve the Contractor1s exercise of option A., the Contractor shall
be paid, at the applicable contract price, for furnishing and installing such material in
accordance with requirements of the contract item in which the material is used.
It is understood and agreed that the Contractor shall make no claim for delays by
reason of his/her exercise of option A., B., or C.
The Contractor shall not excavate, remove, or otherwise disturb any material, structure,
or part of a structure which is located outside the lines, grades, or grading sections
established for the work, except where such excavation or removal is provided for in the
contract, plans, or specifications.
40-08 FINAL CLEANING UP. Upon completion of the work and before acceptance
and final payment will be made, the Contractor shall remove from the site all machinery,
equipment, surplus and discarded materials, rubbish, temporary structures, and stumps
or portions of trees. He shall cut all brush and woods within the limits indicated and
shall leave the site in a neat and presentable condition. Material cleared from the site
111-17
and deposited on adjacent property will not be considered as having been disposed of
satisfactorily, unless the Contractor has obtained the written permission of such
property owner.
END OF SECTION 40
111-18
SECTION 50
CONTROL OF WORK
50-01 AUTHORITY OF THE ENGINEER. The Engineer shall decide any and all
questions which may arise as to the quality and acceptability of materials furnished,
work performed, and as to the manner of performance and rate of progress of the work.
He shall decide all questions which may arise as to the interpretation of the
specifications or plans relating to the work, the fulfillment of the contract on the part of
the Contractor, and the rights of different Contractors on the project. The Engineer shall
determine the amount and quality of the several kinds of work performed and materials
furnished which are to be paid for the under contract.
50-02 CONFORMITY WITH PLANS AND SPECIFICATIONS. All work and all
materials furnished shall be in reasonably close conformity with the lines, grades,
grading sections, cross sections, dimensions, material requirements, and testing
requirements that are specified (including specified tolerances) in the contract, plans or
specifications.
If the Engineer finds the materials furnished, work performed, or the finished product not
within reasonably close conformity with the plans and specifications but that the portion
of the work affected will, in his/her opinion, result in a finished product having a level of
safety, economy, durability, and workmanship acceptable to the owner, he will advise
the owner of his/her determination that the affected work be accepted and remain in
place. In this event, the Engineer will document his/her determination and recommend
to the owner a basis of acceptance which will provide for an adjustment in the contract
price for the affected portion of the work. The Engineer1s determination and
recommended contract price adjustments will be based on good engineering judgment
and such tests or retests of the affected work as are, in his/her opinion, needed.
Changes in the contract price shall be covered by contract modifications (change order
or supplemental agreement) as applicable.
If the Engineer finds the materials furnished, work performed, or the finished product are
not in reasonably close conformity with the plans and specifications and have resulted
in an unacceptable finished product, the affected work or materials shall be removed
and replaced or otherwise corrected by and at the expense of the Contractor in
accordance with the Engineer1s written orders.
For the purpose of this subsection, the term "reasonably close conformity" shall not be
construed as waiving the Contractor1s responsibility to complete the work in accordance
with the contract, plans, and specifications. The term shall not be construed as waiving
the Engineer1s right to insist on strict compliance with the requirements of the contract,
plans, and specifications during the Contractor1s prosecution of the work, when, in the
Engineerls opinion, such compliance is essential to provide an acceptable finished
portion of the work.
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For the purpose of this subsection, the term "reasonably close conformity" is also
intended to provide the Engineer with the authority to use good engineering judgment in
his/her determinations as to acceptance of work that is not in strict conformity but will
provide a finished product equal to or better than that intended by the requirements of
the contract, plans and specifications.
For AlP contracts, the Engineer should advise the Sponsor if he accepts work that is not
in "reasonably close conformity" to the Contract, Plans, Specifications. The Sponsor will
in turn advise the FAA. Change orders or supplemental agreements must bear the
written approval of the FAA.
50-03 COORDINATION OF CONTRACT. PLANS. AND SPECIFICATIONS. The
contract, plans, specifications, and all referenced standards cited are essential parts of
the contract requirements. A requirement occurring in one is as binding as though
occurring in all. They are intended to be complementary and to describe and provide
for a complete work. In case of discrepancy, calculated dimensions will govern over
scaled dimensions; contract technical specifications shall govern over contract general
provisions, plans, cited standards for materials or testing, and cited FAA advisory
circulars; contract general provisions shall govern over plans, cited standards for
materials or testing, and cited FAA advisory circulars; plans shall govern over cited
standards for materials or testing and cited FAA advisory circulars.
The Contractor shall not take advantage of any apparent error or omission on the plans
or specifications. In the event the Contractor discovers any apparent error or
discrepancy, he shall immediately call upon the Engineer for his/her interpretation and
decision, and such decision shall be final.
50-04 COOPERATION OF CONTRACTOR. The Contractor will be supplied with two
copies each of the plans and specifications. He shall have available on the work at all
times one copy each of the plans and specifications. Additional copies of plans and
specifications may be obtained by the Contractor for the cost of reproduction.
The Contractor shall give constant attention to the work to facilitate the progress
thereof, and he shall cooperate with the Engineer and his/her inspectors and with other
contractors in every way possible. The Engineer shall allocate he work and designate
the sequence of construction in case of controversy between contractors. The
Contractor shall have a competent superintendent on the work at all times who is fully
authorized as his/her agent on the work. The superintendent shall be capable of
reading and thoroughly understanding the plans and specifications and shall receive
and fulfill instructions from the Engineer or his/her authorized representative.
50-05 COOPERATION BETWEEN CONTRACTORS. The owner reserves the right to
contract for and perform other or additional work on or near the work covered by this
contract.
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When separate contracts are let within the limits of anyone project, each Contractor
shall conduct his/her work so as not to interfere with or hinder the progress of
completion of the work being performed by other Contractors. Contractors working on
the same project shall cooperate with each other as directed.
Each Contractor involved shall assume all liability, financial or otherwise, in connection
with his/her contract and shall protect and save harmless the owner from any and all
damages or claims that may arise because of inconvenience, delays, or loss
experienced by him because of the presence and operations of other Contractors
working within the limits of the same project.
The Contractor shall arrange his/her work and shall place and dispose of the materials
being used so as not to interfere with the operations of the other Contractors within the
limits of the same project. He shall join his/her work with that of the others in an
acceptable manner and shall perform it in proper sequence to that of the others.
50-06 CONSTRUCTION LAYOUT AND STAKES. The Engineer shall establish
horizontal and vertical control only. The Contractor must establish all layout required for
the construction of the 'work. Such stakes and markings as the Engineer may set for
either his/her own or the Contractor1s guidance shall be preserved by the Contractor. In
case of negligence on the part of the Contractor, or his/her employees, resulting in the
destruction of such stakes or markings, an amount equal to the cost of replacing the
same may be deducted from subsequent estimates due the Contractor at the discretion
of the Engineer.
50-07 AUTOMATICALLY CONTROLLED EQUIPMENT. Whenever batching or mixing
plant equipment is required to be operated automatically under the contract and a
breakdown or malfunction of the automatic controls occurs, the equipment may be
operated manually or by other methods for a period 48 hours following the breakdown
or malfunction, provided this method of operations will produce results which conform to
all other requirements of the contract.
50-08 AUTHORITY AND DUTIES OF INSPECTORS. Inspectors employed by the
owner shall be authorized to inspect all work done and all material furnished. Such
inspection may extend to all or any part of the work and to the preparation, fabrication,
or manufacture of the materials to be used. Inspectors are not authorized to, revoke,
alter, or waive any provision of the contract. Inspectors are not authorized to issue
instructions contrary to the plans and specifications or to act as foreman for the
Contractor.
Inspectors employed by the owner are authorized to notify the Contractor or his/her
representatives of any failure of the work or materials to conform to the requirements of
the contract, plans, or specifications and to reject such nonconforming materials in
question until such issues can be referred to the Engineer for his/her decision.
111-21
50-09 INSPECTION OF THE WORK. All materials and each part or detail of the work
shall be subject to inspection by the Engineer. The Engineer shall be allowed access to
all parts of the work and shall be furnished with such information and assistance by the
Contractor as is required to make a complete and detailed inspection.
If the Engineer requests it, the Contractor, at any time before acceptance of the work,
shall remove or uncover such portions of the finished work as may be directed. After
examination, the Contractor shall restore said portions of the work to the standard
required by the specifications. Should the work thus exposed or examined prove
acceptable, the uncovering, or removing, and the replacing of the covering or making
good of the parts removed will be paid for as extra work; but should the work so
exposed or examined prove unacceptable, the uncovering, or removing, and the
replacing of the covering or making good of the parts removed will be at the Contractor1s
expense.
Any work done or materials used without supervision or inspection by an authorized
representative of the owner may be ordered removed and replaced at the Contractor1s
expense unless the owner1s representative failed to inspect after having been given
reasonable notice in writing that the work was to be performed.
Should the contract work include relocation, adjustment, or any other modification to
existing facilities, not the property of the (contract) owner, authorized representatives of
the owners of such facilities shall have the right to inspect such work. Such inspection
shall in no sense make any facility owner a party to the contract, and shall in no way
interfere with the rights of the parties to this contract.
50-10 REMOVAL OF UNACCEPTABLE AND UNAUTHORIZED WORK. All work
which does not conform to. the requirements of the contract, plans, and specifications
will be considered unacceptable, unless otherwise determined acceptable by the
Engineer as provided in the subsection titled CONFORMITY WITH PLANS AND
SPECIFICATIONS of this section.
Unacceptable work, whether the result of poor workmanship, use of defective materials,
damage through carelessness, or any other cause found to exist prior to the final
acceptance of the work, shall be removed immediately and replaced in an acceptable
manner in accordance with the provisions of the subsection titled CONTRACTORIS
RESPONSIBiliTY FOR WORK of Section 70.
Work done contrary to the instructions of the Engineer, work done beyond the lines
shown on the plans or as given, except as herein specified, or any extra work done
without authority, will be considered as unauthorized and will not be paid for under the
provisions of the contract. Work so done may be ordered removed or replaced at the
Contractor's expense.
Upon failure on the part of the Contractor to comply forthwith with any order of the
Engineer made under the provisions of this subsection, the Engineer will have authority
111-22
to cause unacceptable work to be remedied or removed and replaced and unauthorized
work to be removed and to deduct the costs (incurred by the owner) from any monies
due or to become due the Contractor.
50-11 LOAD RESTRICTIONS. The Contractor shall comply with all legal load
restrictions in the hauling of materials on public roads beyond the limits of the work. A
special permit will not relieve the Contractor of liability for damage which may result
from the moving of material or equipment.
The operation of equipment of such weight or so loaded as to cause damage to
structures or to any other type of construction will not be permitted. Hauling of materials
over the base course or surface course under construction shall be limited as directed.
No loads will be permitted on a concrete pavement, base, or structure before the
expiration of the curing period. The Contractor shall be responsible for all damage done
by his/her hauling equipment and shall correct such damage at his/her own expense.
50-12 MAINTENANCE DURING CONSTRUCTION. The Contractor shall maintain the
work during construction and until the work is accepted. This maintenance shall
constitute continuous and effective work prosecuted day by day, with adequate
equipment and forces so that the work is maintained in satisfactory condition at all
times.
In the case of a contract for the placing of a course upon a course or subgrade
previously constructed, the Contractor shall maintain the previous course or subgrade
during all construction operations.
All costs of maintenance work during construction and before the project is accepted
shall be included in the unit prices bid on the various contract items, and the Contractor
will not be paid an additional amount for such work.
50-13 FAILURE TO MAINTAIN THE WORK. Should the Contractor at any time fail to
maintain the work as provided in the subsection titled MAINTENANCE DURING
CONSTRUCTION of this section, the Engineer shall immediately notify the Contractor
of such noncompliance. Such notification shall specify a reasonable time within which
the Contractor shall be required to remedy such unsatisfactory maintenance condition.
The time specified will give due consideration to the exigency that exists.
Should the Contractor fail to respond to the Engineer1s notification, the Engineer may
suspend any work necessary for the owner to correct such unsatisfactory maintenance
condition, depending on the exigency that exists. Any maintenance cost incurred by the
owner, shall be deducted from monies due or to become due the Contractor.
50-14 PARTIAL ACCEPTANCE. If at any time during the prosecution of the project
the Contractor substantially completes a usable unit or portion of the work, the
occupancy of which will benefit the owner, he may request the Engineer to make final
inspection of that unit. If the Engineer finds upon inspection that the unit has been
111-23
satisfactorily completed in compliance with the contract, he may accept it as being
completed, and the Contractor may be relieved of further responsibility for that unit.
Such partial acceptance and beneficial occupancy by the owner shall not void or alter
any provision of the contract.
50-15 FINAL ACCEPTANCE. Upon due notice from the Contractor of presumptive
completion of the entire project, the Engineer and owner will make an inspection. If all
construction provided for and contemplated by the contract is found to be completed in
accordance with the contract, plans, and specifications, such inspection shall constitute
the final inspection. The Engineer shall notify the Contractor in writing of final
acceptance as of the date of the final inspection.
If, however, the inspection discloses any work, in whole or in part, as being
unsatisfactory, the Engineer will give the Contractor the necessary instructions for
correction of same and the Contractor shall immediately comply with and execute such
instructions. Upon correction of the work, another inspection will be made which shall
constitute the final inspection, provided the work has been satisfactorily completed. In
such event, the Engineer will make the final acceptance and notify the Contractor in
writing of this acceptance as of the date of final inspection.
50-16 CLAIMS FOR ADJUSTMENT AND DISPUTES. If for any reason the Contractor
deems that additional compensation is due him for work or materials not clearly
provided for in the contract, plans, or specifications or previously authorized as extra
work, he shall notify the Engineer in writing of his/her intention to claim such additional
compensation before he begins the work on which he bases the claim. If such
notification is not given or the Engineer is not afforded proper opportunity by the
Contractor for keeping strict account of actual cost as required, then the Contractor
hereby agrees to waive any claim for such additional compensation. Such notice by the
Contractor and the fact that the Engineer has kept account of the cost of the work shall
not in any way be construed as proving or substantiating the validity of the claim. When
the work on which the claim for additional compensation is based has been completed,
the Contractor shall, within 10 calendar days, submit his/her written claim to the
Engineer who will present it to the owner for consideration in accordance with local laws
or ordinances.
Nothing in this subsection shall be construed as a waiver of the Contractor1s right to
dispute final payment based on differences in measurements or computations.
50-17 WARRANTY AND GUARANTEE. The Contractor warrants to the Owner that all
materials furnished under this Contract shall be new unless specified and free of defects
and in conformance with Contract requirements. Any work not so conforming to these
standards may be considered defective.
If, within one year after the date of final acceptance of the work, or within such longer
period of time as may be prescribed by law or by the terms of any applicable special
guarantee required by the Contract, any of the work is found to be defective or not in
111-24
accordance with Contract requirements, the Contractor shall correct it promptly after
receipt of written notice from the Owner to do so.
The obligations of the Contractor in this paragraph titled WARRANTY AND
GUARANTEE shall be in addition to and not in limitation of any obligations imposed
upon him by special guarantees required by the Contract or otherwise prescribed by
law.
50-18 CONTRACT CLOSE-OUT. Subsequent to the final acceptance of this project by
the Engineer, the following requirements must be satisfied by the Contractor before final
payment can be made:
1. The Contractor must publicly advertise the NOTICE OF COMPLETION furnished
by the Engineer a minimum of once a week for four consecutive weeks.
2. The Contractor must execute copies of CONTRACTOR'S AFFIDA YIT OF
PAYMENT OF CLAIMS AND DEBTS on the form furnished by the Engineer.
3. The Contractor must have his Surety execute copies of CONSENT OF SURETY
TO FINAL PAYMENT on the form furnished by the Engineer.
4. The Contractor must furnish a letter on his letterhead acknowledging that
acceptance of final payment by the Contractor constitutes a waiver of all claims,
present or future, in connection with this project.
5. The Contractor must furnish a written guarantee on his letterhead covering all
defects in material and workmanship for a period of one year commencing on the
date of final acceptance.
6. If any purchase items have been incorporated in the work, the Contractor must
furnish a letter on his letterhead assigning those warranties to the OWNER.
Copies of said warranties shall be bound in one binder and submitted along with
the letter assignment.
7. In addition to the above, the Contractor shall provide all documents required in
Special Provision No.1, Section 25.
50-19 CONCEALED CONDITIONS. Should conditions be encountered below the
surface of the ground or should concealed or unknown conditions in an existing
structure vary to an unreasonable extent from the conditions indicated by the drawings
and Specifications, the Engineer shall be notified by the Contractor and instructions
shall be equitably adjusted upon claim of either party made within thirty (30) days after
the first observation of the conditions if shown on the drawings or attached to these
Specifications, are presented only as information that is available indicating certain
conditions found and limited to the exact locations and dates shown. Neither the Owner
nor the Engineer shall be responsible for making the determination of water table
111-25
variations prior to bidding and shall not assume that any water levels shown by the
aforesaid core boring data will necessarily be maintained at the level indicated.
50-20 RECORD SET DRAWINGS. The Contractor shall, without additional cost, keep
a separate copy of all Specifications, drawings, addenda, modifications, and shop
drawings at the site in good order and annotated currently to show all changes made
during the construction process. These shall be available to the Engineer for review of
record information thereon each month prior to approval of monthly application for
payment, and shall be delivered to him for the Owner upon completion of the Project.
Record information shall include but not be limited to record dimensions, finished
pavement grades, finished elevation of structures, record inverts, etc.
The Contractor shall, without additional cost, furnish to the Owner three (3) complete
sets of all maintenance manuals, parts lists, and operating instructions covering
materials, equipment and installations having moving parts. It is mandatory that all of
the aforesaid be delivered at the same time and with the materials, equipment, and
installations, so that proper installation and operation can be promptly made.
50-21 TERMINATION OF CONTRACTOR'S RESPONSIBiliTY. The Contract will be
considered complete when all work has been completed and has been accepted by the
Owner. The Contractor will then be released from further obligation except as set forth
in his bond.
END OF SECTION 50
111-26
SECTION 60
CONTROL OF MATERIALS
60-01 SOURCE OF SUPPLY AND QUALITY REQUIREMENTS. The materials used
on the work shall conform to the requirements of the contract, plans, and specifications.
Unless otherwise specified, such materials that are manufactured or processed shall be
new (as compared to used or reprocessed).
In order to expedite the inspection and testing of materials, the Contractor shall furnish
complete statements to the Engineer as to the origin, composition, and manufacture of
all materials to be used in the work. Such statements shall be furnished promptly after
execution of the contract but, in all cases, prior to delivery of such materials.
At the Engineer1s option, materials may be approved at the source of supply before
delivery is stated. If it is found after trial that sources of supply for previously approved
materials do not produce specified products, the Contractor shall furnish materials from
other sources.
The Contractor shall furnish airport lighting equipment that conforms to the
requirements of cited materials specifications. In addition, where an FAA specification
for airport lighting equipment is cited in the plans or specifications, the Contractor shall
furnish such equipment that is:
A. Listed in FAA Advisory Circular (AC) 150/5345-1, Approved Airport
Equipment, that is in effect on the date of advertisement; and,
B. Produced by the manufacturer qualified (by FAA) to produce such
specified and listed equipment.
The following airport lighting equipment is required for this contract and is to be
furnished by the Contractor in accordance with the requirements of this subsection:
EQUIPMENT NAME
CITED FAA SPECIFICATIONS
EFFECTIVE FAA AC OR APPROVAL LETTER FOR
EQUIPMENT AND MANUFACTURER
60-02 SAMPLES. TESTS. AND CITED SPECIFICATIONS. All materials used in the
work shall be inspected, tested, and approved by the Engineer before incorporation in
the work. Any work in which untested materials are used without approval or written
permission of the Engineer shall be performed at the Contractor1s risk. Materials found
to be unacceptable and unauthorized will not be paid for and, if directed by the
Engineer, shall be removed at the Contractor1s expense. Unless otherwise designated,
tests in accordance with the cited standard methods of AASHTO or ASTM which are
current on the date of advertisement for bids will be made by and at the expense of the
111-27
owner. Samples will be taken by a qualified representative of the owner. All materials
being used are subject to inspection, test, or rejection at any time prior to or during
incorporation into the work. Copies of all tests will be furnished to the Contractor1s
representative at his/her request.
60-03 CERTIFICATION OF COMPLIANCE. The Engineer may permit the use, prior to
sampling and testing, of certain materials or assemblies when accompanied by
manufacturer1s certificates of compliance stating that such materials or assemblies fully
comply with the requirements of the contract. The certificate shall be signed by the
manufacturer. Each lot of such materials or assemblies delivered to the work must be
accompanied by a certificate of compliance in which the lot is clearly identified.
Materials or assemblies used on the basis of certificates of compliance may be sampled
and tested at any time and if found not to be in conformity with contract requirements
will be subject to rejection whether in place or not.
The form and distribution of certificates of compliance shall be as approved by the
Engineer.
When a material or assembly is specified by "brand name or equalll and the Contractor
elects to furnish the specified "brand name," the Contractor shall be required to furnish
the manufacturerls certificate of compliance for each lot of such material or assembly
delivered to the work. Such certificate of compliance shall clearly identify each lot
delivered and shall certify as to:
A. Conformance to the specified performance, testing, quality or dimensional
requirements; and,
B. Suitability of the material or assembly for the use intended in the contract
work.
Should the Contractor propose to furnish an "or equalll material or assembly, he shall
furnish the manufacturer1s certificates of compliance as hereinbefore described for the
specified brand name material or assembly. However, the Engineer shall be the sole
judge as to whether the proposed "or equalll is suitable for use in the work.
The Engineer reserves the right to refuse permission for use of materials or assemblies
on the basis of certificates of compliance.
60-04 PLANT INSPECTION. The Engineer or his/her authorized representative may
inspect, at its source, any specified material or assembly to be used in the work.
Manufacturing plants may be inspected from time to time for the purpose of determining
compliance with specified manufacturing methods or materials to be used in the work
and to obtain samples required for his/her acceptance of the material or assembly.
Should the Engineer conduct plant inspections, the following conditions shall exist:
111-28
A. The Engineer shall have the cooperation and assistance of the Contractor
and the producer with whom he has contracted for materials.
B. The Engineer shall have full entry at all reasonable times to such parts of
the plant that concern the manufacture or production of the materials
being furnished.
c. If required by the Engineer, the Contractor shall arrange for adequate
office or working space that may be reasonably needed for conducting
plant inspections. Office or working space should be conveniently located
with respect to the plant.
It is understood and agreed that the owner shall have the right to retest any material
which has been tested and approved at the source of supply after it has been delivered
to the site. The Engineer shall have the right to reject only material which, when
retested, does not meet the requirements of the contract, plans, or specifications.
60-05 REVIEW AND ACCEPTANCE OF MATERIALS. The Contractor" shall furnish to
the Engineer for review, all Contractor's, subcontractor's and manufacturer's drawings,
which shall be deemed to include shop material lists and performance data, which may
be required by the Specifications, requested by the Engineer or otherwise necessary for
the proper execution of the work. At the time of each submission, the Contractor shall in
writing call the Engineer's attention to any deviations that the shop drawings may have
from the requirements of the Contract documents.
Where called for, the Contractor shall furnish two samples of each material, texture,
color, etc., clearly labeled as to name and quality of material, manufacturer and
application on the job.
No work requiring a shop drawing or sample submission shall be started until the
submission has been reviewed by the Engineer.
The Engineer's review of shop drawings or samples will not relieve the Contractor from
his responsibility for any deviations from the requirements of the Contract documents
unless the Contractor has in writing called for the Engineer's attention to such
deviations at the time of submission and the Engineer has given written comments on
the specific deviation, nor will it relieve the Contractor from errors or omissions in the
shop drawings.
60-06 ENGINEER1S FIELD OFFICE AND LABORATORY. When specified and
provided for as a contract item, the Contractor shall furnish a building for the exclusive
use of the Engineer as a field office and field testing laboratory. The building shall be
furnished and maintained by the Contractor as specified herein and shall become
property of the Contractor when the contract work is completed.
111-29
60-07 STORAGE OF MATERIALS. Materials shall be so stored as to assure the
preservation of their quality and fitness for the work. Stored materials, even though
approved before storage, may again be inspected prior to their use in the work. Stored
materials shall be located so as to facilitate their prompt inspection. The Contractor
shall coordinate the storage of all materials with the Engineer. Materials to be stored on
airport property shall not create an obstruction to air navigation nor shall they interfere
with the free and unobstructed movement of aircraft. Unless otherwise shown on the
plans, the storage of materials and the location of the Contractor1s plant and parked
equipment or vehicles shall be as directed by the Engineer. Private property shall not
be used for storage purposes without written permission of the owner or lessee of such
property. The Contractor shall make all arrangements and bear all expenses for the
storage of materials on private property. Upon request, the Contractor shall furnish the
Engineer a copy of the property owner's permission.
All storage sites on private or airport property shall be restored to their original condition
by the Contractor at his/her entire expense, except as otherwise agreed to (in writing)
by the owner or lessee of the property.
60-08 UNACCEPTABLE MATERIALS. Any material or assembly that does not
conform to the requirements of the contract, plans, or specifications shall be considered
unacceptable and shall be rejected. The Contractor shall remove any rejected material
or assembly from the site of the work, unless otherwise instructed by the Engineer.
Rejected material or assembly, the defects of which have been corrected by the
Contractor, shall not be returned to the site of the work until such time as the Engineer
has approved its used in the work. Per Section 255.04, Florida Statutes, the use of
asbestos or asbestos-based fiber materials is prohibited in any buildings, construction of
which is commenced after September 30, 1983, which is financed with public funds or is
constructed for the express purpose of being leased to any governmental entity.
60-09 OWNER FURNISHED MATERIALS. The Contractor shall furnish all materials
required to complete the work, except those specified herein (if any) to be furnished by
the owner. Owner-furnished materials shall be made available to the Contractor at the
location specified herein.
All costs of handling, transportation from the specified location to the site of work,
storage, and installing owner-furnished materials shall be included in the unit price bid
for the contract item in which such owner-furnished material is used.
After any owner-furnished material has been delivered to the location specified, the
Contractor shall be responsible for any demurrage, damage, loss, or other deficiencies
which may occur during the Contractor1s handling, storage, or use of such owner-
furnished material. The owner will deduct from any monies due or to become due the
Contractor any cost incurred by the owner in making good such loss due to the
Contractor1s handling, storage, or use of owner-furnished materials.
END OF SECTION 60
111-30
SECTION 70
LEGAL REGULATIONS AND RESPONSIBILITY TO PUBLIC
70-01 LAWS TO BE OBSERVED. The Contractor shall keep fully informed of all
Federal and state laws, all local laws, ordinances, and regulations and all orders and
decrees of bodies or tribunals having any jurisdiction or authority, which in any manner
affect those engaged or employed on the work, or which in any way affect the conduct
of the work. He shall at all times observe and comply with all such laws, ordinances,
regulations, orders, and decrees; and shall protect and indemnify the owner and all
his/her officers, agents, or servants against any claim or liability arising from or based
on the violation of any such law, ordinance, regulation, order, or decree, whether by
himself or his/her employees.
70-02 PERMITS. LICENSES. AND TAXES. The Contractor shall procure all permits
and licenses, pay all charges, fees, and taxes, and give all notices necessary and
incidental to the due and lawful prosecution of the work.
70-03 PATENTED DEVICES. MATERIALS. AND PROCESSES. If the Contractor is
required or desires to use any design, device, material, or process covered by letters of
patent or copyright, he shall provide for such use by suitable legal agreement with the
patentee or owner. The Contractor and the surety shall indemnify and save harmless
the owner, any third party, or political subdivision from any and all claims for
infringement by reason of the use of any such patented design, device, material or
process, or any trademark or copyright, and shall indemnify the owner for any costs,
expenses, and damages which it may be obliged to pay by reason of an infringement, at
any time during the prosecution or after the completion of the work.
70-04 RESTORATION OF SURFACES DISTURBED BY OTHERS. The owner
reserves the right to authorize the construction, reconstruction, or maintenance of any
public or private utility service, FAA or National Oceanic and Atmospheric
Administration (NOAA) facility, or a utility service of another government agency at any
time during the progress of the work. To the extent that such construction,
reconstruction, or maintenance has been coordinated with the owner, such authorized
work (by others) is indicated as follows:
Owner (Utility or Other Facility)
Location (See Plan Sheet No.)
Person to Contact (Name, Title, Address and Phone)
Except as listed above, the Contractor shall not permit any individual, firm, or
corporation to excavate or otherwise disturb such utility services or facilities located
Within the limits of the work without the written permission of the Engineer.
Should the owner of public or private utility service, FAA, or NOAA facility, or a utility
111-31
service of another government agency be authorized to construct, reconstruct, or
maintain such utility service or facility during the progress of the work, the Contractor
shall cooperate with such owners by arranging and performing the work in this contract
so as to facilitate such construction, reconstruction or maintenance by others whether or
not such work by others is listed above. When ordered as extra work by the Engineer,
the Contractor shall make all necessary repairs to the work which are due to such
authorized work by others, unless otherwise provided for in the contract, plans, or
specifications. It is understood and agreed that the Contractor shall not be entitled to
make any claim for damages due to such authorized work by others or for any delay to
the work resulting from such authorized work.
70-05 FEDERAL AID PARTICIPATION. For AlP contracts, the United States
Government has agreed to reimburse the owner for some po"rtion of the contract costs.
Such reimbursement is made from time to time upon the owner1s (sponsor1s) request to
the FAA. In consideration of the United Sates Government1s (FAAls) agreement with
the owner, the owner has included provisions in this contract pursuant to the
requirements of the Airport Improvement Act of 1982, as amended by the Airport and
Airway Safety and Capacity Expansion Act of 1987, and the Rules and Regulations of
the FAA that pertain to the work.
As required by the Act, the contract work is subject to the inspection and approval of
duly authorized representatives of the Administrator, FAA, and is further subject to
those provisions of the" rules and regulations that are cited in the contract, plans, or
specifications.
No requirement of the Act, the rules and regulations implementing the Act, or this
contract shall be construed as making the Federal Government a party to the contract
nor will any such requirement interfere, in any way, with the rights of either party to the
contract.
70-06 SANITARY. HEALTH. AND SAFETY PROVISIONS. The Contractor shall
provide and maintain in a neat, sanitary condition such accommodations for the use of
his/her employees as may be necessary to comply with the requirements of the state
and local Board of Health, or of other bodies or tribunals having jurisdiction.
Attention is directed to Federal, state, and local laws, rules and regulations concerning
construction safety and health standards. The Contractor shall not require any worker
to work in surroundings or under conditions which are unsanitary, hazardous, or
dangerous to his/her health or safety.
70-07 PUBLIC CONVENIENCE AND SAFETY. The Contractor shall control his/her
operations and those of his/her subcontractors and all suppliers, to assure the least
inconvenience to the traveling public. Under all circumstances, safety shall be the most
important consideration.
The Contractor shall maintain the free and unobstructed movement of aircraft and
111-32
vehicular traffic with respect to his/her own operations and those of his/her
subcontractors and all suppliers in accordance with the subsection titled
MAINTENANCE OF TRAFFIC of Section 40 hereinbefore specified and shall limit such
operations for the convenience and safety of the traveling public as specified in the
subsection titled LIMITATION OF OPERATIONS of Section 80 hereinafter.
70-08 BARRICADES~ WARNING SIGNS. AND HAZARD MARKINGS. The
Contractor shall furnish, erect, and maintain all barricades, warning signs, and markings
for hazards necessary to protect the public and the work. When used during periods of
darkness, such barricades, warning signs, and hazard markings shall be suitably
illuminated.
For vehicular and pedestrian traffic, the Contractor shall furnish, erect, and maintain
barricades, warning signs, lights and other traffic control devices in reasonable
conformity with the Manual of Uniform Traffic Control Devices for Streets and Highways
(published by the United States Government Printing Office).
When the work requires closing an air operations area of the airport or portion of such
area, the Contractor shall furnish, erect, and maintain temporary markings and
associated lighting conforming to the requirements of AC 150/5340-1, Marking of Paved
Areas on Airports.
The Contractor shall furnish, erect, and maintain markings and associated lighting of
open trenches, excavations, temporary stockpiles, and his/her parked construction
equipment that may be hazardous to the operation of emergency fire-rescue or
maintenance vehicles on the airport in reasonable conformance to AC 150/5370-2,
Operational Safety on Airports During Construction Activity.
The Contractor shall identify each motorized vehicle or piece of construction equipment
in reasonable conformance to AC 150/5370-2.
The Contractor shall furnish and erect all barricades, warning signs, and markings for
hazards prior to commencing work which requires such erection and shall maintain the
barricades, warning signs, and markings for hazards until their dismantling is directed
by the Engineer.
Open-flame type lights shall not be permitted within the air operations areas of the
airport.
70-09 WORK ACCESS. Any haul roads, ditch crossings, storage areas, etc., that the
Contractor may require shall be constructed and maintained at the Contractor's
expense.
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The Contractor shall not use runways, taxiways or other paved areas on the air
operations portions of the airport for access to and from the job site unless authorized
by the Owner. No equipment or vehicles will be allowed on the air operations portions of
the airport except as authorized by the Owner.
Any runways, taxiways or other paved areas damaged by the Contractor's vehicles or
equipment shall be repaired by the Contractor at no cost to the Owner.
From time to time when required, the Contractor shall move Contractor's vehicles or
equipment and men from along the edge of the runway/taxiway/apron to allow aircraft
operations on the pavement.
70-10 USE OF EXPLOSIVES. When the use of explosives is necessary for the
prosecution of the work, the Contractor shall exercise the utmost care not to endanger
life or property, including new work. The Contractor shall be responsible for all damage
resulting from the use of explosives.
All explosives shall be stored in a secure manner in compliance with all laws and
ordinances, and all such storage places shall be clearly marked. Where no local laws
or ordinances apply, storage shall be provided satisfactory to the Engineer and, in
general, not closer than 1 ,000 feet (300 m) from the work or from any building, road, or
other place of human occupancy.
The Contractor shall notify each property owner and public utility company having
structures or facilities in proximity to the site of the work of his/her intention to use
explosives. Such notice shall be given sufficiently in advance to enable them to take
such steps as they may deem necessary to protect their property from injury.
The use of electrical blasting caps shall not be permitted on or within 1,000 feet (300 m)
of the airport property.
70-11 PROTECTION AND RESTORATION OF PROPERTY AND LANDSCAPE. The
Contractor shall be responsible for the preservation of all public and private property,
and shall protect carefully from disturbance or damage all land monuments and property
markers until the Engineer has witnessed or otherwise referenced their location and
shall not move them until directed.
The Contractor shall be responsible for all damage or injury to property of any
character, during the prosecution of the work, resulting from any act, omission, neglect,
or misconduct in his/her manner or method of executing the work, or at any time due to
defective work or materials, and said responsibility will not be released until the project
shall have been completed and accepted.
When or where any direct or indirect damage or injury is done to public or private
property by or on account of any act, omission, neglect, or misconduct in the execution
of the work, or in consequence of the nonexecution ther~of by the Contractor, he shall
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restore, at his/her own expense, such property to a condition similar or equal to that
existing before such damage or injury was done, by repairing, or otherwise restoring as
may be directed, or he shall make good such damage or injury in an acceptable
manner.
70-12 RESPONSIBiliTY FOR DAMAGE CLAIMS. The Contractor shall indemnify
and save harmless the Engineer and the owner and their officers, and employees from
all suits actions, or claims of any character brought because of any injuries (including
death) or damage received or sustained by any person, persons, or property on account
of the operations of the Contractor; or on account of or in consequence of any neglect in
safeguarding the work; or through use of unacceptable materials in constructing the
work; or because of any act or omission, neglect, or misconduct of said Contractor; or
because of any claims or amounts recovered from any infringements of patent,
trademark, or copyright; or from any claims or amounts arising or recovered under the
"Workmen1s Compensation Act,'1 or any other law, ordinance, order, or decree. Money
due the Contractor under and by virtue of his/her contract as may be considered
necessary by the owner for such purpose may be retained for the use of the owner or,
in case no money is due, his/her surety may be held until such suit or suits, action or
actions, claim or claims for injuries or damages as aforesaid shall have been settled and
suitable evidence to that effect furnished to the owner, except that money due the
Contractor will not be withheld when the Contractor produces satisfactory evidence that
he is adequately protected by public liability and property damage insurance.
70-13 THIRD PARTY BENEFICIARY CLAUSE. It is specifically agreed between the
parties executing the contract that it is not intended by any of the provisions of any part
of the contract to create the public or any member thereof a third party beneficiary or to
authorize anyone not a party to the contract to maintain a suit for personal injuries or
property damage pursuant to the terms or provisions of the contract.
70-14 OPENING SECTIONS OF THE WORK TO TRAFFIC. Should it be necessary
for the Contractor to complete portions of the contract work for the beneficial occupancy
of the owner prior to completion of the entire contract, such "phasingll of the work shall
be specified herein and indicated on the plans. When so specified, the Contractor shall
complete such portions of the work on or before the date specified or as otherwise
specified. The Contractor shall make his/her own estimate of the difficulties involved in
arranging his/her work to permit such beneficial occupancy by the owner as described
below:
Phase or Description
Required Date or Sequence of Owner1s Beneficial Occupancy
Work Shown on Plan Sheet
Upon completion of any portion of the work listed above, such portion shall be accepted
by the owner in accordance with the subsection titled PARTIAL ACCEPTANCE of
Section 50.
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No portion of the work may be opened by the Contractor for public use until ordered by
the Engineer in writing. Should it become necessary to open a portion of the work to
public traffic on a temporary or intermittent basis, such openings shall be made when, in
the opinion of the Engineer, such portion of the work is in an acceptable condition to
support the intended traffic. Temporary or intermittent openings are considered to be
inherent in the work and shall not constitute either acceptance of the portion of the work
so opened or a waiver of any provision of the contract. Any damage to the portion of
the work so opened that is not attributable to traffic which is permitted by the owner
shall be repaired by the Contractor at his/her expense.
The Contractor shall make his/her own estimate of the inherent difficulties involved in
completing the work under the conditions herein described and shall not claim any
added compensation by reason of delay or increased cost due to opening a portion of
the contract work.
70-15 CONTRACTOR1S RESPONSIBiliTY FOR WORK. Until the Engineer's final
written acceptance of the entire completed work, excepting only those portions of the
work accepted in accordance with the subsection titled PARTIAL ACCEPTANCE of
Section 50, the Contractor shall have the charge and care thereof and shall take every
precaution against injury or damage to any part due to the action of the elements or
from any other cause, whether arising from the execution or from the nonexecution of
the work. The Contractor shall rebuild, repair, restore, and .make good all injuries or
damages to any portion of the work occasioned by any of the above causes before final
acceptance and shall bear the expense.
If the work is suspended for any cause whatever, the Contractor shall be responsible for
the work and shall take such precautions necessary to prevent damage to the work.
The Contractor shall provide for normal drainage and shall erect necessary temporary
structures, signs, or other facilities at his/her expense. During such period of
suspension of work, the Contractor shall properly and continuously maintain in an
acceptable growing condition all living material in newly established planting, seedings,
and soddings furnished under his/her contract, and shall take adequate precautions to
protect new tree growth and other important vegetative growth against injury.
70-16 CONTRACTOR1S RESPONSIBiliTY FOR UTILITY SERVICE AND FACiliTIES
OF OTHERS~ As provided in the subsection titled RESTORATION OF SURFACES
DISTURBED BY OTHERS of this section, the Contractor shan cooperate with the owner
of any public or private utility service, FAA or NOAA, or a utility service of another
government agency that may be authorized by the owner to construct, reconstruct or
maintain such utility services or facilities during the progress of the work. In addition,
the Contractor shall control his/her operations to prevent the unscheduled interruption of
such utility services and facilities.
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To the extent that such public or private utility services, FAA, or NOAA facilities, or utility
services of another governmental agency are known to exist within the limits of the
contract work, the approximate locations have been indicated on the plans and the
owners are indicated as follows:
Utility Service or Facility
Person to Contact (Name, Title, Address, & Phone)
Owner1s Emergency Contact (Phone)
It is understood and agreed that the owner does not guarantee the accuracy or the
completeness of the location information relating to existing utility services, facilities, or
structures that may be shown on the plans or encountered in the work. Any inaccuracy
or omission in such information shall not relieve the Contractor of his/her responsibility
to protect such existing features from damage or unscheduled interruption of service.
It is further understood and agreed that the Contractor shall, upon execution of the
contract, notify the owners of all utility services or other facilities of his/her plan of
operations. Such notification shall be in writing addressed to THE PERSON TO
CONTACT as provided hereinbefore in this subsection and the subsection titled
RESTORATION OF SURFACES DISTURBED BY OTHERS of this section. A copy of
each notification shall be given to the Engineer.
In addition to the general written notification hereinbefore provided, it shall be the
responsibility of the Contractor to keep such individual owners advised of changes in
his/her plan of operations that would affect such owners.
Prior to commencing the work in the general vicinity of an existing utility service or
facility, the Contractor shall again notify each such owner of his/her plan of operation.
If, in the Contractor's opinion, the owner's assistance is needed to locate the utility
service or facility or the presence of a representative of the owner is desirable to
observe the work, such advice should be included in the notification. Such notification
shall be given by the most expeditious means to reach the utility owner's PERSON TO
CONTACT no later than two normal business days prior to the Contractor's
commencement of operations in such general vicinity. The Contractor shall furnish a
written summary of the notification to the Engineer.
The Contractor1s failure to give the two day1s notice hereinabove provided shall be
cause for the Engineer to suspend the Contractor1s operations in the general vicinity of
a utility service or facility.
Where the outside limits of an underground utility service have been located and staked
on the ground, the Contractor shall be required to use excavation methods acceptable
to the Engineer within 3 feet (90 em) of such outside limits at such points as may be
required to ensure protection from damage due to the Contractor's operations.
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Should the Contractor damage or interrupt the operation of a utility service or facility by
accident or otherwise, he shall immediately notify the proper authority and the Engineer
and shall take all reasonable measures to prevent further damage or interruption of
service. The Contractor, in such events, shall cooperate with the utility service or facility
owner and the Engineer continuously until such damage has been repaired and service
restored to the satisfaction of the utility or facility owner.
The Contractor shall bear all costs of damage and restoration of service to any utility
service or facility due to his/her operations whether or not due to negligence or accident.
The contract owner reserves the right to deduct such costs from any monies due or
which may become due the Contractor, or his/her -surety.
70-17 FURNISHING RIGHTS-OF-WAY. The owner will be responsible for furnishing
all rights-of-way upon which the work is to be constructed in advance of the Contractor's
operations.
70-18 PERSONAL LIABILITY OF PUBLIC OFFICIALS. In carrying out any of the
contract provisions or in exercising any power or authority granted to him by this
contract, there shall be no liability upon the Engineer, his/her authorized
representatives, or any officials of the owner either personally or as an official of the
owner. It is understood that in such matters they act solely as agents and
representatives of the owner.
70-19 NO WAIVER OF lEGAL RIGHTS. Upon completion of the work, the owner will
expeditiously make final inspection and notify the Contractor of final acceptance. Such
final acceptance, however, shall not preclude or estop the owner from correcting any
measurement, estimate, or certificate made before or after completion of the work, nor
shall the owner be precluded or estopped from recovering from the Contractor or his/her
surety, or both, such overpayment as may be sustained, or by failure on the part of the
Contractor to fulfill his/her obligations under the contract. A waiver on the part of the
owner of any breach of any part of the contract shall not be held to be a waiver of any
other or subsequent breach.
The Contractor, without prejudice to the terms of the contract, shall be liable to the
owner for latent defects, fraud, or such gross mistakes as may amount to fraud, or as
regards the owner's rights under any warranty or guaranty.
70-20 ENVIRONMENTAL PROTECTION. The Contractor shall comply with all
Federal, state, and local laws and regulations controlling pollution of the environment.
He shall take necessary precautions to prevent pollution of streams, lakes, ponds, and
reservoirs with fuels, oils, bitumens, chemicals, or other harmful materials and to
prevent pollution of the atmosphere from particulate and gaseous matter.
In the event of conflict between Federal, State or local laws, codes, ordinances, rules
and regulations concerning pollution control, the most restrictive applicable ones shall
apply. The Contractor shall pay special attention to the pollution control requirements of
111-38
the several specifications. Work items which may cause excessive pollution and shall
be closely controlled by the Contractor are:
(a) Clearing, grubbing, burning or other disposal.
(b) Stripping, excavation, and embankment.
(c) Drainage and ditching.
(d) Aggregate production, handling and placing.
(e) Cement, lime or other stabilization.
(f) Concrete and bituminous materials handling, production, and paving.
(g) Seeding, fertilizing, mulching and use of herbicides or insecticides.
(h) Contractor's own housekeeping items; haul roads; sanitary facilities; water
supply; equipment fueling, servicing an cleaning; job clean up and disposal.
When the Contractor submits his tentative progress schedule in accordance with
PROSECUTION and PROGRESS, Section 80, he shall also submit for acceptance of
the Engineer, his schedules for accomplishment of temporary and permanent erosion
control work, as are applicable for clearing, grading, structures at watercourses,
construction, and paving, and his proposed method of erosion control schedules and
methods of operations have been accepted by the Engineer.
All bituminous and Portland cement concrete proportioning plants shall meet state
requirements.
The following listed stipulations shall apply to this Contract unless more restrictive ones
are specified by the Plans, special provisions, laws, codes, ordinance, etc. Cost of
pollution control shall be incidental to the appropriate work items unless otherwise
specified.
(1) Control of Water P,ollution and Siltation.
a. All work of water pollution and siltation control is subject to inspection by
the local and/or state government enforcing agent.
b. All applicable regulations of Fish and Wildlife agencies and statutes
relating to the prevention and abatement of pollution shall be complied
with in the performance of the Contract.
c. Construction operations shall be conducted in such manner as to reduce
erosion to the practicable minimum and to prevent damaging siltation of
watercourses, streams, lakes or reservoirs. The surface area or erodible
land, either on or off the airport site, exposed to the elements by clearing,
grubbing or grading operations, including gravel pits, waste or disposal
areas and haul roads, at anyone time, for this Contract, shall be subject to
approval of the Engineer and the duration of such exposure prior to final
trimming and finishing of the areas shall have full authority to order the
suspension of grading and other operations pending adequate and proper
performance of trimming, finishing and maintenance work or to restrict the
111-39
area of erodible land exposed to the elements.
d. Materials used for permanent erosion control measures shall meet the
requirements of the applicable Specifications. Gravel or stone, consisting
of durable particles of rock and containing only negligible quantities of
fines, shall be used for construction pads, haul roads and temporary roads
in or across streams.
e. Where called for on the Plans, a stilling basin shall be constructed to
prevent siltation in the steam from construction operations.
f. The disturbance of lands and waters that are outside the limits of
construction as staked is prohibited, except as found necessary and
approved by the Engineer.
g. The Contractor shall conduct his work in such manner as to prevent the
entry of fuels, oils, bituminous materials, chemicals, sewage or other
harmful materials into streams, rivers, lakes or reservoirs.
h. Water from aggregate washing or other operations containing sediment
shall be treated by filtration, by use of a settling basin or other means to
reduce the sediment content to a level acceptable to the local and/or state
governmental enforcing agent.
i. All waterways shall be cleared as soon as practicable of falsework, piling,
debris or other obstructions placed during construction operations and not
a part of the finished work. Care shall be taken during construction and
removal of such barriers to minimize the muddying of a stream.
j. The Contractor shall care for the temporary erosion and siltation control
measures during the period that the temporary measures are required and
for the permanent erosion control measures until the Contract has been
completed and accepted. Such care shall consist of the repair of areas
damaged by erosion, wind, fire or other causes.
k. Permanent and temporary erosion control work that is damaged due to the
Contractor's operations or where the work required is attributed to the
Contractor's negligence, carelessness or failure to install permanent
controls at the proper time, shall be repaired at the Contractor's expense.
(2) Open Burning of Combustible Wastes.
a. The Contractor shall obtain a burning permit from local authorities, where
applicable, prior to any burning.
b. All burning shall conform to the conditions of the permit, except that the
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conditions herein shall apply if they are more restrictive.
c. No tires, oils (except atomize fuels applied by approved equipment),
asphalt, paint, or coated metals shall be permitted in combustible waste
piles.
d. Burning will not be permitted within 1,000 feet of a residential or built-up
area nor within 100 feet of any standing timber or flammable growth
unless otherwise specified.
e. Burning shall not be permitted unless the prevailing wind is away from a
nearby town or built-up area.
f. Burning shall not be permitted during a local air inversion or other climatic
condition as would result in a pall of smoke over a nearby town or built-up
area.
g. Burning shall not be permitted when the danger of brush of forest fires is
made known by Federal, State, or local officials.
h. The size and number of fires shall be restricted to avoid the danger or
brush or forest fires. Burning shall be done under surveillance of a
watchman who shall have fire-fighting equipment and tools readily
available.
(3) Control of Other air Pollutants.
a. Minimum possible areas of open grading, borrow or aggregate excavation
shall be exposed at one time, consistent with the progress of the Work.
b. Grading areas shall be kept at proper moisture conditions.
c. Sand or dust blows shall be temporarily mulches, with or without seeding,
or otherwise controlled with stabilizing agents.
d. Temporary roads, haul routes, traffic or work areas shall be stabilized with
dust palliative, penetration asphalt, wood chips, or other approved
measures to prevent dust pollution.
e. Cements, fertilizers, chemicals, volatiles, etc., shall be stored in proper
containers or with proper coverings to prevent accidental discharge into
the ai r.
f. Aggregates bins, cement bins, and dry material batch trucks shall be
properly covered to prevent loss of material to the air.
111-4 1
g. Drilling, grinding and sand blasting apparatus shall be equipped with
water, chemical, or vacuum dust controlling systems.
h. Applications of chemicals and bitumens shall be held to recommended
rates.
I. Bituminous mixing plants shall be equipped with dust collectors as noted
in the Specifications.
J. Quarrying, batching, and mixing operations and the transfer of material
between trucks, bins, or stockpiles shall be properly controlled to minimize
dust diffusion.
k. When necessary, certain operations shall be delayed until proper wind or
climatic conditions exist to dissipate or inhibit potential pollutants to the
satisfaction of the Engineer.
70-21 ARCHAEOLOGICAL AND HISTORICAL FINDINGS. Unless otherwise
specified in this subsection, the Contractor is advised that the site of the work is not
within any property, district, or site, and does not contain any building, structure, or
object listed in the current National Register of Historic Places published by the United
States Department of Interior.
Should the Contractor encounter, during his/her operations, any building, part of a
building, structure, or object which is incongruous with its surroundings, he shall
immediately cease operations in that location and notify the Engineer. The Engineer
will immediately investigate the Contractor1s finding and will direct the Contractor to
either resume his/her operations or to suspend operations as directed.
Should the Engineer order suspension of the Contractor1s operations in order to protect
an archaeological or historical finding, or order the Contractor to perform extra work,
such shall be covered by an appropriate contract modification (change order or
supplemental agreement) as provided in the subsection titled EXTRA WORK of Section
40 and the subsection titled PAYMENT FOR EXTRA WORK AND FORCE ACCOUNT
WORK of Section 90. If appropriate, the contract modification shall include an
extension of contract time in accordance with the subsection titled DETERMINATION
AND EXTENSION OF CONTRACT TIME of Section 80.
70-22 INSURANCE. The Contractor shall not commence work under this Contract until
he has obtained and provided insurance of the character specified in the special
provisions which will provide adequate protection to the Owner and the Contractor
against all liabilities, damages and accidents, nor shall he commence work until such
insurance has been approved by the Owner. Neither approval by the Owner, nor a
failure to disapprove insurance furnished by a Contractor shall release the Contractor of
full responsibility for liability, damages and accidents as set forth herein. The Contractor
shall maintain such required insurance in force during the life of this Contract, and no
111-42
modification or change in insurance coverage and provisions shall be made without
thirty (30) days written advance notice to the Owner.
The Contractor shall furnish certificates of insurance to the Owner prior to commencing
any operations under this Contract, which certificates shall clearly indicate that the
Contractor has obtained insurance, in this type, amount and classification, in strict
compliance with this subsection.
70-23 SUBMITTAL OF WAGE RATE SUMMARY. It shall be a condition of this
Contract and shall be made a condition of all Sub-contractors entered into pursuant to
this Contract, that the Contractor and any Sub-Contractor will submit to the Owner
weekly, one copy of the Summary of Wage Rates.
END OF SECTION 70
111-43
SECTION 80
PROSECUTION AND PROGRESS
80-01 SUBLETTING OF CONTRACT. The owner will not recognize any subcontractor
on the work. The Contractor shall at all times when work is in progress be represented
either in person, by a qualified superintendent, or by other designated, qualified
representative who is duly authorized to receive and execute orders of the Engineer.
Should the Contractor elect to assign his/her contract, said assignment shall be
concurred in by the surety, shall be presented for the consideration and approval of the
owner, and shall be consummated only on the written approval of the owner. In case of
approval, the Contractor shall file copies of all subcontracts with the Engineer.
80-02 PRE-CONSTRUCTION CONFERENCE. After the award of the Contract and
prior to the issuance of the "Notice to Proceed", a conference will be held to discuss the
"Notice to Proceed" date, to establish procedures for handling shop drawings and other
submissions and for processing applications for payment, and to establish a working
understanding between the parties as to the project.
80-03 NOTICE TO PROCEED. The notice to proceed shall state the date on which it is
expected the Contractor will begin the construction and from which date contract time
will be charged. The Contractor shall begin the work to be performed under the contract
within 10 days of the date set by the Engineer in the written notice to proceed, but in
any event, the Contractor shall notify the Engineer at least 24 hours in advance of the
time actual construction operations will begin.
80-04 PROSECUTION AND PROGRESS. Unless otherwise specified, the Contractor
shall submit his/her progress schedule for the Engineer1s approval within 10 days after
the effective date of the notice to proceed. The Contractor1s progress schedule, when
approved by the Engineer, may be used to establish major construction operations and
to check on the progress of the work. The Contractor shall provide sufficient materials,
equipment, and labor to guarantee the completion of the project in accordance with the
plans and specifications within the time set forth in the proposal.
If the Contractor falls significantly behind the submitted schedule, the Contractor shall,
upon the Engineer1s request, submit a revised schedule for completion of the work
within the contract time and modify his/her operations to provide such additional
materials, equipment, and labor necessary to meet the revised schedule. Should the
prosecution of the work be discontinued for any reason, the Contractor shall notify the
Engineer at least 24 hours in advance of resuming operations.
For AlP contracts, the Contractor shall not commence any actual construction prior to
the date on which the notice to proceed is issued by the owner.
111-44
80-05 LIMITATION OF OPERATIONS. The Contractor shall control his/her operations
and the operations of his/her subcontractors and all suppliers so as to provide for the
free and unobstructed movement of aircraft in the AIR OPERATIONS AREAS of the
airport.
When the work requires the Contractor to conduct his/her operations within an AIR
OPERATIONS AREA of the airport, the work shall be coordinated with airport
management (through the Engineer) at least 48 hours prior to commencement of such
work. The Contractor shall not close an AIR OPERATIONS AREA until so authorized
by the Engineer and until the necessary temporary marking and associated lighting is in
place as provided in the subsection titled BARRICADES, WARNING SIGNS, AND
HAZARD MARKINGS of Section 70.
When the contract work requires the Contractor to work within an AIR OPERATIONS
AREA of the airport on an intermittent basis (intermittent opening and closing of the AIR
OPERATIONS AREA), the Contractor shall maintain constant communications as
hereinafter specified; immediately obey all instructions to vacate the AIR OPERATIONS
AREA; immediately obey all instructions to resume work in such AIR OPERATIONS
AREA. Failure to maintain the specified communications or to obey instructions shall be
cause for suspension of the Contractor's operations in the AIR OPERATIONS AREA
until the satisfactory conditions are provided. The following AIR OPERATIONS AREA
(AOA) cannot be closed to operating aircraft to permit the Contractor's operations on a
continuous basis and will therefore be closed to aircraft operations intermittently as
follows:
AOA
TIME PERIODS AOA CAN BE CLOSED
TYPE OF COMMUNICATIONS REQUIRED WHEN WORKING IN AN AOA
CONTROL AUTHORITY
80-06 CHARACTER OF WORKERS. METHODS. AND EQUIPMENT. The Contractor
shall, at all times, employ sufficient labor and equipment for prosecuting the work to full
completion in the manner and time required by the contract, plans, and specifications.
All workers shall have sufficient skill and experience to perform properly the work
assigned to them. Workers engaged in special work or skilled work shall have sufficient
experience in such work and in the operation of the equipment required to perform the
work satisfactorily.
All equipment which is proposed to be used on the work shall be of sufficient size and in
such mechanical condition as to met requirements of the work and to produce a
satisfactory quality of work. Equipment used on any portion of the work shall be such
that no injury to previously completed work, adjacent property, or existing airport
facilities will result from its use.
111-45
When the methods and equipment to be used by the Contractor in accomplishing the
work are not prescribed in the contract, the Contractor is free to use any methods or
equipment that will accomplish the work in conformity with the requirements of the
contract, plans, and specifications.
When the contract specifies the use of certain methods and equipment, such methods
and equipment shall be used unless others are authorized by the Engineer. If the
Contractor desires to use a method or type of equipment other than specified in the
contract, he may request authority from the Engineer to do so. The request shall be in
writing and shall include a full description of the methods and equipment proposed and
of the reasons for desiring to make the change. If approval is given, it will be on the
condition that the Contractor will be fully responsible for producing work in conformity
with contract requirements. If, after trial use of the substituted methods or equipment,
the Engineer determines that the work produced does not meet contract requirements,
the Contractor shall discontinue the use of the substitute method or equipment and shall
complete the remaining work with the specified methods and equipment. The
Contractor shall remove any deficient work and replace it with work of specified quality,
or take such other corrective action as the Engineer may direct. No change will be
made in basis of payment for the contract items involved nor in contract time as a result
of authorizing a change in methods or equipment under this subsection.
80-07 TEMPORARY SUSPENSION OF THE WORK. The Engineer shall have the
authority to suspend the work wholly, or in part, for such period or periods as he may
deem necessary, due to unsuitable weather, or such other conditions as are considered
unfavorable for the prosecution of the work, or for such time as is necessary due to the
failure on the part of the Contractor to carry out orders given or perform any or all
provisions of the contract.
In the event that the Contractor is ordered by the Engineer, in writing, to suspend work
for some unforeseen cause not otherwise provided for in the contract and over which
the Contractor has no control, the Contractor may be reimbursed for actual money
expended on the work during the period of shutdown. No allowance will be made for
anticipated profits. The period of shutdown shall be computed from the effective date of
the Engineer's order to suspend work to the effective date of the Engineer's order to
resume the work. Claims for such compensation shall be filed with the Engineer within
the time period stated in the Engineer's order to resume work. The Contractor shall
submit with his/her claim information substantiating the amount shown on the claim.
The Engineer will forward the Contractor's claim to the owner for consideration in
accordance with local laws or ordinances. No provision of this article shall be construed
as entitling the Contractor to compensation for delays due to inclement weather, for
suspensions made at the request of the Contractor, or for any other delay provided for
in the contract, plans, or specifications.
If it should become necessary to suspend work for an indefinite period, the Contractor
shall store all materials in such manner that they will not become an obstruction nor
become damaged in any way. He shall take every precaution to prevent damage or
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deterioration of the work performed and provide for normal drainage of the work. The
Contractor shall erect temporary structures where necessary to provide for traffic on, to,
or from the airport.
80-08 DETERMINATION AND EXTENSION OF CONTRACT TIME. The number of
calendar or working days allowed for completion of the work shall be stated in the
proposal and contract and shall be known as the CONTRACT TIME.
Should the contract time require extension for reasons beyond the Contractor's control,
it shall be adjusted as follows:
A. CONTRACT TIME based on WORKING DAYS shall be calculated weekly by the
Engineer. The Engineer will furnish the Contractor a copy of his/her weekly
statement of the number of working days charged against the contract time
during the week and the number of working days currently specified for
completion of the contract (the original contract time plus the number of working
days, if any, that have been included in approved CHANGE ORDERS or
SUPPLEMENTAL AGREEMENTS covering EXTRA WORK).
The Engineer shall base his/her weekly statement of contract time charged on
the following considerations:
1 ) No time shall be charged for days on which the Contractor is
unable to proceed with the principal item of work under construction
at the time for at least 6 hours with the normal work force employed
on such principal item. Should the normal work force be on a
double-shift, 12 hours shall be used. Should the normal work force
be on a triple-shift, 18 hours shall apply. Conditions beyond the
Contractor1s control such as strikes, lockouts, unusual delays in
transportation, temporary suspension of the principal item of work
under construction or temporary suspension of the entire work
which have been ordered by the Engineer for reasons not the fault
of the Contractor, shall not be charged against the contract time.
2) The Engineer will not make charges against the contract time prior
to the effective date of the notice to proceed.
3) The Engineer will begin charges against the contract time on the
first working day after the effective date of the notice to'proceed.
4) The Engineer will not make charges against the contract time after
the date of final acceptance as defined in the subsection titled
FINAL ACCEPTANCE of Section 50.
5) The Contractor will be allowed 1 week in which to file a written
protest setting forth his/her objections to the Engineer1s weekly
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statement. If no objection is filed within such specified time, the
weekly statement shall be considered as acceptable to the
Contractor.
The contract time (stated in the proposal) is based on the originally estimated
quantities as described in the subsection titled INTERPRETATION OF
ESTIMATED PROPOSAL QUANTITIES of Section 20. Should the satisfactory
completion of the contract require performance of work in greater quantities than
those estimated in the proposal, the contract time shall be increased in the same
proportion as the cost of the actually completed quantities bears to the cost of the
originally estimated quantities in the proposal. Such increase in contract time
shall not consider either the cost of work or the extension of contract time that
has been covered by change order or supplemental agreement and shall be
made at the time of final payment.
B. CONTRACT TIME based on CALENDAR DAYS shall consist of the number of
calendar days stated in the contract counting from the effective date of the notice
to proceed and including all Saturdays, Sundays, holidays, and nonwork days.
All calendar days elapsing between the effective dates of the Engineer1s orders
to suspend and resume all work, due to causes not the fault of the Contractor,
shall be excluded.
At the time of final payment, the contract time shall be increased in the same
proportion as the cost of the actually completed quantities bears to the cost of the
originally estimated quantities in the proposal. Such increase in the contract time
shall not consider either cost of work or the extension of contract time that has
been covered by a change order or supplemental agreement. Charges against
the contract time will cease as of the date of final acceptance.
C. When the contract time is a specified completion date, it shall be the date on
which all contract work shall be substantially completed.
If the Contractor finds it impossible for reasons beyond his/her control to
complete the work within the contract time as specified, or as extended in
accordance with the provisions of this subsection, he may, at any time prior to
the expiration of the contract time as extended, make a written request to the
Engineer for an extension of time setting forth the reasons which he believes will
justify the granting of his/her request. The Contractor1s plea that insufficient time
was specified is not a valid reason for extension of time. If the Engineer finds
that the work was delayed because of conditions beyond the control and without
the fault of the' Contractor, he may extend the time for completion in such amount
as the conditions justify. The extended time for completion shall then be in full
force and effect, the same as though it were the original time for completion.
80-09 FAILURE TO COMPLETE ON TIME. For each calendar day or working day, as
specified in the contract, that any work remains uncompleted after the contract time
111-48
(including all extensions and adjustments as provided in the subsection titled
DETERMINATION AND EXTENSION OF CONTRACT TIME of this Section) the sum
specified in the contract and proposal as liquidated damages will be deducted from any
money due or to become due the Contractor or his/her surety. Such deducted sums
shall not be deducted as a penalty but shall be considered as liquidation of a
reasonable portion of damages that will be incurred by the owner should the Contractor
fail to complete the work in the time provided in his/her contract.
Permitting the Contractor to continue and finish the work or any part of it after the time
fixed for its completion, or after the date to which the time for completion may have
been extended, will in no way operate as a wavier on the part of the owner of any of its
rights under the contract.
80-10 DEFAULT AND TERMINATION OF CONTRACT. The Contractor shall be
considered in default of his/her contract and such default will be considered as cause
for the owner to terminate the contract for any of the following reasons if the Contractor:
A. Fails to begin the work under the contract within the time specified in the
"Notice to Proceed, II or
B. Fails to perform the work or fails to provide sufficient workers, equipment
or materials to assure completion of work in accordance with the terms of
the contract, or
C. Performs the work unsuitably or neglects or refuses to remove materials
or to perform anew such work as may be rejected as unacceptable and
unsuitable, or
D. Discontinues the prosecution of the work, or
E. Fails to resume work which has been discontinued within a reasonable
time after notice to do so, or
F. Becomes insolvent or is declared bankrupt, or commits any act of
bankruptcy or insolvency, or
G. Allows any final judgment to stand against him unsatisfied for a period of
1 0 days, or
H. Makes an assignment for the benefit of creditors, or
I. For any other cause whatsoever, fails to carry on the work in an
acceptable manner.
Should the Engineer consider the Contractor in default of the contract for any reason
hereinbefore, he shall immediately give written notice to the Contractor and the
111-49
Contractor's surety as to the reasons for considering the Contractor in default and the
owner's intentions to terminate the contract.
If the Contractor or surety, within a period of 10 days after such notice, does not
proceed in accordance therewith, then the owner will, upon written notification from the
Engineer of the facts of such delay, neglect, or default and the Contractor's failure to
comply with such notice, have full power and authority without violating the contract, to
take the prosecution of the work out of the hands of the Contractor. The owner may
appropriate or use any or all materials and equipment that have been mobilized for use
in the work and are acceptable and may enter into an agreement for the completion of
said contract according to the terms and provisions thereof, or use such other methods
as in the opinion of the Engineer will be required for the completion of said contract in
an acceptable manner.
All costs and charges incurred by the owner, together with the cost of completing the
work under contract, will be deducted from any monies due or which may become due
the Contractor. If such expense exceeds the sum which would have been payable
under the contract, then the Contractor and the surety shall be liable and shall pay to
the owner the amount of such excess.
80-11 TERMINATION FOR NATIONAL EMERGENCIES. The owner shall terminate
the contract or portion thereof by written notice when the Contractor is prevented from
proceeding with the construction contract as a direct result of an Executive Order of the
President with respect to the prosecution of war or in the interest of national defense.
When the contract, or any portion thereof, is terminated before completion of all items of
work in the contract, payment will be made for the actual number of units or items of
work completed at the contract price or as mutually agreed for items of work partially
completed or not started. No claims or loss of anticipated profits shall be considered.
Reimbursement for organization of the work, and other overhead expenses, (when not
otherwise included in the contract) and moving equipment and materials to and from the
job will be considered, the intent being that an equitable settlement will be made with
the Contractor.
Acceptable materials, obtained or ordered by the Contractor for the work and that are
not incorporated in the work shall, at the option of the Contractor, be purchased from
the Contractor at actual cost as shown by receipted bills and actual cost records at such
points of delivery as may be designated by the Engineer.
Termination of the contract or a portion thereof shall neither relieve the Contractor of
his/her responsibilities for the completed work nor shall it relieve his/her surety of its
obligation for and concerning any just claim arising out of the work performed.
END OF SECTION 80
III-50
SECTION 90
MEASUREMENT AND PAYMENT
90-01 MEASUREMENT OF QUANTITIES. All work completed under the contract will
be measured by the Engineer, or his/her authorized representatives, using United
States Customary Units of Measurement or the International System of Units.
The method of measurement and computations to be used in determination of
quantities of material furnished and of work performed under the contract will be those
methods generally recognized as conforming to good engineering practice.
Unless otherwise specified, longitudinal measurements for area computations will be
made horizontally, and no deductions will be made for individual fixtures (or leave-outs)
having an area of 9 square feet (0.8 square meter) or less. Unless otherwise specified,
transverse measurements for area computations will be the neat dimensions shown on
the plans or ordered in writing by the Engineer.
Structures will be measured according to neat lines shown on the plans or as altered to
fit field conditions.
Unless otherwise specified, all contract items which are measured by the linear foot
such as electrical ducts, conduits, pipe culverts, underdrains, and similar items shall be
measured parallel to the base or foundation upon which such items are placed.
In computing volumes of excavation the average end area method or other acceptable
methods will be used.
The thickness of plates and galvanized sheet used in the manufacture of corrugated
metal pipe, metal plate pipe culverts and arches, and metal cribbing will be specified
and measured in decimal fraction of inches.
The term "tontl will mean the short ton consisting of 2,000 pounds (907 kilograms)
avoirdupois. All materials which are measured or proportioned by weights shall be
weighed on accurate, approved scales by competent, qualified personnel at locations
designed by the Engineer. If material is shipped by rail, the car weight may be accepted
provided that only the actual weight of material be paid for. However, car weights will
not be acceptable for material to be passed through mixing plants. Trucks used to haul
material being paid for by weight shall be weighed empty daily at such times as the
Engineer directs, and each truck shall bear a plainly legible identification mark.
Materials to be measured by volume in the hauling vehicle shall be hauled in approved
vehicles and measured therein at the point of delivery. Vehicles for this purpose may
be of any size or type acceptable to the Engineer, provided that the body is of such
shape that the actual contents may be readily and accurately determined. All vehicles
III-51
shall be loaded to at least their water level capacity, and all loads shall be leveled when
the vehicles arrive at the point of delivery.
When requested by the Contractor and approved by the Engineer in writing, material
specified to be measured by the cubic yard (cubic meter) may be weighed, and such
weights will be converted to cubic yards (cubic meters) for payment purposes. Factors
for conversion from weight measurement to volume measurement will be determined by
the Engineer and shall be agreed to by the Contractor before such method of
measurement of pay quantities is used.
Bituminous materials will be measured by the gallon (liter) or ton (kilogram). When
measured by volume, such volumes will be measured at 60 F (15 C) or will be corrected
to the volume at 60 F (15 C) using ASTM D 1250 for asphalts or ASTM D 633 for tars.
Net certified scale weights or weights based on certified volumes in the case of rail
shipments will be used as a basis of measurement, subject to correction when
bituminous material has been lost from the car or the distributor, wasted, or otherwise
not incorporated in the work.
When bituminous materials are shipped by truck or transport, net certified weights by
volume, subject to correction for loss or foaming, may be used for computing quantities.
Cement will be measured by the ton (kilogram) or hundredweight (kilogram).
Timber will be measured by the thousand feet board measure (M.F.B.M.) actually
incorporated in the structure. Measurement will be based on nominal widths and
thicknesses and the extreme length of each piece.
The term "lump sum" when used as an item of payment will mean complete payment
for the work described in the contract.
When a complete structure or structural unit (in effect, "lump sumll work) is specified as
the unit of measurement, the unit will be construed to include all necessary fittings and
accessories.
Rental of equipment will be measured by time in hours of actual working time and
necessary traveling time of the equipment within the limits of the work. Special
equipment ordered by the Engineer in connection with force account work will be
measured as agreed in the change order or supplemental agreement authorizing such
force account work as provided in the subsection titled PAYMENT FOR EXTRA AND
FORCE ACCOUNT WORK of this section.
When standard manufactured items are specified such as fence, wire, plates, rolled
shapes, pipe conduit, etc., and these items are identified by gage, unit weight, section
dimensions, etc., such identification will be considered to be nominal weights or
dimensions. Unless more stringently controlled by tolerances in cited specifications,
III-52
manufacturing tolerances established by the industries involved will be accepted.
Scales for weighing materials which are required to be proportioned or measured and
paid for by weight shall be furnished, erected, and maintained by the Contractor, or be
certified permanently installed commercial scales.
Scales shall be accurate within one-half percent of the correct weight throughout the
range of use. The Contractor shall have the scales checked under the observation of
the inspector before beginning work and at such other times as requested. The
intervals shall be uniform in spacing throughout the graduated or marked length of the
beam or dial and shall not exceed one-tenth of 1 percent of the nominal rated capacity
of the scale, but not less than 1 pound (454 grams). The use of spring balances will not
be permitted.
Beams, dials, platforms, and other scale equipment shall be so arranged that the
operator and the inspector can safely and conveniently view them.
Scale installations shall have available ten standard 50-pound (2.3 kilogram) weights for
testing the weighing equipment or suitable weights and devices for other approved
equipment.
Scales must be tested for accuracy and serviced before use at a new site. Platform
scales shall be installed and maintained with the platform level and rigid bulkheads at
each end.
Scales "overweighing" (indicating more than correct weight) will not be permitted to
operate, and all materials received subsequent to the last previous correct weighting-
accuracy test will be reduced by the percentage of error in excess of one-half of 1
percent.
In the event inspection reveals the scales have been "underweighing" (indicating less
than correct weight), they shall be adjusted, and no additional payment to the
Contractor will be allowed for materials previously weighed and recorded.
All costs in connection with furnishing, installing, certifying, testing, and maintaining
scales; for furnishing check weights and scale house; and for all other items specified in
this subsection, for the weighing of materials for proportioning or payment, shall be
included in the unit contract prices for the various items of the project.
When the estimated quantities for a specific portion of the work are designated as the
pay quantities in the contract, they shall be the final quantities for which payment for
such specific portion of the work will be made, unless the dimensions of said portions of
the work shown on the plans are revised by the Engineer. If revised dimensions result
in an increase or decrease in the quantities of such work, the final quantities for
payment will be revised in the amount represented by the authorized changes in the
dimensions.
III-53
90-02 SCOPE OF PAYMENT. The Contractor shall receive and accept compensation
provided for in the contract as full payment for furnishing all materials, for performing all
work under the contract in a complete and acceptable manner, and for all risk, loss,
damage, or expense of whatever character arising out of the nature of the work or the
prosecution thereof, subject to the provisions of the subsection titled NO WAIVER OF
LEGAL RIGHTS of Section 70.
When the "basis of paymenf' subsection of a technical specification requires that the
contract price (price bid) include compensation for certain work or material essential to
the item, this same. work or material will not also be measured for payment under any
other contract item which may appear elsewhere in the contract, plans, or
specifications.
90-03 COMPENSATION FOR ALTERED QUANTITIES. When the accepted
quantities of work vary from the quantities in the proposal, the Contractor shall accept
as payment in full, so far as contract items are concerned, payment at the original
contract price for the accepted quantities of work actually compl~ted and accepted. No
allowance, except as provided for in the subsection titled ALTERATION OF WORK
AND QUANTITIES of Section 40 will be made for any increased expense, loss of
expected reimbursement, or loss of anticipated profits suffered or claimed by the
Contractor which results directly from such alterations or indirectly from his/her
unbalanced allocation of overhead and profit among the contract items, or from any
other cause.
90-04 PAYMENT FOR OMITTED ITEMS. As specified in the subsection titled
OMITTED ITEMS of Section 40, the Engineer shall have the right to omit from the work
(order nonperformance) any contract item, except major contract items, in the best
interest of the owner.
Should the Engineer omit or order nonperformance of a contract item or portion of such
item from the work, the Contractor shall accept payment in full at the contract prices for
any work actually completed and acceptable prior to the Engineer1s order to omit or
nonperform such contract item.
Acceptable materials ordered by the Contractor or delivered on the work prior to the
date of the Engineer's order will be paid for at the actual cost to the Contractor and shall
thereupon become the property of the owner.
In addition to the reimbursement hereinbefore provided, the Contractor shall be
reimbursed for all actual costs incurred for the purpose of performing the omitted
contract item prior to the date of the Engineer's order. Such additional costs incurred by
the Contractor must be directly related to the deleted contract item and shall be
supported by certified statements by the Contractor as to the nature the amount of such
costs.
90-05 PAYMENT FOR EXTRA AND FORCE ACCOUNT WORK. Extra work,
111- 54
performed in accordance with the subsection titled EXTRA WORK of Section 40, will be
paid for at the contract prices or agreed prices specified in the change order or
supplemental agreement authorizing the extra work. When the change order or
supplemental agreement authorizing the extra work requires that it be done by force
account, such force account shall be measured and paid for based on expended labor,
equipment, and materials plus a negotiated and agreed upon allowance for overhead
and profit.
A. Miscellaneous. No additional allowance will be made for general
superintendence, the use of small tools, or other costs for which no
specific allowance is herein provided.
B. Comparison of Record. The Contractor and the Engineer shall compare
records of the cost of force account work at the end of each day.
Agreement shall be indicated by signature of the Contractor and the
Engineer or their duly authorized representatives.
C. Statement. No payment will be made for work performed on a force
account basis until the Contractor has furnished the Engineer with
duplicate itemized statements of the cost of such force account work
detailed as follows:
1) Name, classification, date, daily hours, total hours, rate and
extension for each laborer and foreman.
2) Designation, dates, daily hours, total hours, rental rate, and
extension for each unit of machinery and equipment.
3) Quantities of materials, prices, and extensions.
4) Transportation of materials.
5) Cost of property damage, liability and workman1s compensation
insurance premiums, unemployment insurance contributions, and
social security tax.
Statements shall be accompanied and supported by a receipted invoice for all materials
used and transportation charges. However, if materials used on the force account work
are not specifically purchased for such work but are taken from the Contractor1s stock,
then in lieu of the invoices the Contractor shall furnish an affidavit certifying that such
materials were taken from his/her stock, that the quantity claimed was actually used,
and that the price and transportation claimed represent the actual cost to the
Contractor.
III-55
90-06 PARTIAL PAYMENTS. Partial payments will be made at least once each month
as the work progresses. Said payments will be based upon estimates prepared by the
Engineer of the value of the work performed and materials complete in place in
accordance with the contract, plans, and specifications. Such partial payments may
also include the delivered actual cost of those materials stockpiled and stored in
accordance with the subsection titled PAYMENT FOR MATERIALS ON HAND of this
section.
No partial payment will be made when the amount due the Contractor since the last
estimate amounts to less than five hundred dollars.
From the total of the amount determined to be payable on a partial payment, 1 0 percent
of such total amount will be deducted and retained by the owner until the final payment
is made, except as may be provided (at the Contractor's option) in the subsection titled
PAYMENT OF WITHHELD FUNDS of this section. The balance (90 percent) of the
amount payable, less all previous payments, shall be certified for payment. Should the
Contractor exercise his/her option, as provided in the subsection titled PAYMENT OF
WITHHELD FUNDS of this section, no such 10 percent retainage shall be deducted.
When not less than 95 percent of the work has been completed the Engineer may, at
his/her discretion and with the consent of the surety, prepare an estimate from which
will be retained an amount not less than twice the contract value or estimated cost,
whichever is greater, of the work remaining to be done. The remainder, less all
previous payments and deductions, will then be certified for payment to the Contractor.
It is understood and agreed that the Contractor shall not be entitled to demand or
receive partial payment based on quantities of work in excess of those provided in the
proposal or covered by approved change orders or supplemental agreements, except
when such excess quantities have been determined by the Engineer to be a part of the
final quantity for the item of work in question.
No partial payment shall bind the owner to the acceptance of any materials or work in
place as to quality or quantity. All partial payments are subject to correction at the time
of final payment as provided in the subsection titled ACCEPTANCE AND FINAL
PAYMENT of this section.
90-07 PAYMENT FOR MATERIALS ON HAND. Partial payments may be made to the
extent of the delivered cost of materials to be incorporated in. the work, provided that
such materials meet the requirements of the contract, plans, and specifications and are
delivered to acceptable sites on the airport property or at other sites in the vicinity that
are acceptable to the owner. Such delivered costs of stored or stockpiled materials may
be included in the next partial payment after the following conditions are met:
A. The material has been stored or stockpiled in a manner acceptable to the
Engineer at or on an approved site.
III-56
B. The Contractor has furnished the Engineer with acceptable evidence of
the quantity and quality of such stored or stockpiled materials.
C. The Contractor has furnished the Engineer with satisfactory evidence that
the material and transportation costs have been paid.
D. The Contractor has furnished the owner legal title (free of liens or
encumbrances of any kind) to the material so stored or stockpiled.
E. The Contractor has furnished the owner evidence that the material so
stored or stockpiled is insured against loss by damage to or
disappearance of such materials at anytime prior to use in the work.
It is understood and agreed that the transfer of title and the owner's payment for such
stored or stockpiled materials shall in no way relieve the Contractor of his/her
responsibility for furnishing and placing such materials in accordance with the
requirements of the contract, plans, and specifications.
In no case will the amount of partial payments for materials on hand exceed the contract
price for such materials or the contract price for the contract item in which the material is
intended to be used.
No partial payment will be made for stored or stockpiled living or perishable plant
materials.
The Contractor shall bear all costs associated with the partial payment of stored or
stockpiled materials in accordance with the provisions of this subsection.
90-08 PAYMENT OF WITHHELD FUNDS. At the Contractor's option, he/she may
request that the owner accept (in lieu of the 1 0 percent retainage on partial payments
described in the subsection titled PARTIAL PAYMENTS of this section) the Contractor's
deposits in escrow under the following conditions.
A. The Contractor shall bear all expenses of establishing and maintaining an
escrow account and escrow agreement acceptable to the owner.
B. The Contractor shall deposit to and maintain in such escrow only those
securities or bank certificates of deposit as are acceptable to the owner
and having a value not less than the 10 percent retainage that would
otherwise be withheld from partial payment.
c. The Contractor shall enter into an escrow agreement satisfactory to the
owner.
D. The Contractor shall obtain the written consent of the surety to such
agreement.
III-57
90-09 ACCEPTANCE AND FINAL PAYMENT. When the contract work has been
accepted in accordance with the requirements of the subsection titled FINAL
ACCEPTANCE of Section 50, the Engineer will prepare the final estimate of the items of
work actually performed. The Contractor shall approve the Engineer1s final estimate or
advise the Engineer of his/her objections to the final estimate which are based on
disputes in measurements or computations of the final quantities to be paid under the
contract as amended by change order or supplemental agreement. The Contractor and
the Engineer shall resolve all disputes (if any) in the measurement and computation of
final quantities to be paid within 30 calendar days of the Contractor's receipt of the
Engineer1s final estimate. If, after such 3D-day period, a dispute still exists, the
Contractor may approve the Engineer's estimate under protest of the quantities in
dispute, and such disputed quantities shall be considered by the owner as a claim in
accordance with the subsection titled CLAIMS FOR ADJUSTMENT AND DISPUTES of
Section 50.
After the Contractor has approved, or approved under protest, the Engineer's final
estimate, final payment will be processed based on the entire sum, or the undisputed
sum in case of approval under protest, determined to be due the Contractor less all
previous payments and all amounts to be deducted under the provisions of the contract.
All prior partial estimates and payments shall be subject to correction in the final
estimate and payment.
If the Contractor has filed a claim for additional compensation under the provisions of
the subsection titled CLAIMS FOR ADJUSTMENTS AND DISPUTES of Section 50 or
under the provisions of this subsection, such claims will be considered by the owner in
accordance with local laws or ordinances. Upon final adjudication of such claims, any
additional payment determined to be due the Contractor will be paid pursuant to a
supplemental final estimate.
END OF SECTION 90
III-58
SECTION 100
CONTRACTOR QUALITY CONTROL PROGRAM
100-01 GENERAL. When the specifications require a Contractor Quality Control
Program, the Contractor shall establish, provide, and maintain an effective Quality
Control Program that details the methods and procedures that will be taken to assure
that all materials and completed construction conform to contract plans, technical
specifications and other requirements, whether manufactured by the Contractor, or
procured from subcontractors or vendors. Although guidelines are established and
certain minimum requirements are specified herein and elsewhere in the contract
technical specifications, the Contractor shall assume full responsibility for accomplishing
the stated purpose.
The intent of this section is to enable the Contractor to establish a necessary level of
control that will:
A. Adequately provide for the production of acceptable quality materials.
B. Provide sufficient information to assure both the Contractor and the
Engineer that the specification requirements can be met.
C. Allow the Contractor as much latitude as possible to develop his or her
own standard of control.
The Contractor shall be prepared to discuss and present, at the preconstruction
conference, his/her understanding of the quality control requirements. The Contractor
shall not begin any construction or production of materials to be incorporated into the
completed work until the Quality Control Program has been reviewed by the Engineer.
No partial payment will be made for materials subject to specific quality control
requirements until the Quality Control Program has been reviewed.
The quality control requirements contained in this section and elsewhere in the contract
technical specifications are in addition to and separate from the acceptance testing
requirements. Acceptance testing requirements are the responsibility of the Engineer.
100-02 DESCRIPTION OF PROGRAM.
A. General Description. The Contractor shall establish a Quality Control
Program to perform inspection and testing of all items of work required by
the technical specifications, including those performed by subcontractors.
This Quality Control Program shall ensure conformance to applicable
specifications and plans with respect to materials, workmanship,
construction, finish, and functional performance. The Quality Control
Program shall be effective for control of all construction work performed
III-59
under this Contract and shall specifically include surveillance and tests
required by the technical specifications, in addition to other requirements
of this section and any other activities deemed necessary by the
Contractor to establish an effective. level of quality control.
B. Quality Control Program. The Contractor shall describe the Quality
Control Program in a written document which shall be reviewed by the
Engineer prior to the start of any production, construction, or off-site
fabrication. The written Quality Control Program shall be submitted to the
Engineer for review at least seven (7) calendar days before the
Preconstruction Conference.
The Quality Control Program shall be organized to address, as a minimum, the following
items:
A. Quality control organization;
B. Project progress schedule;
c. Submittals schedule;
D. Inspection requirements;
E. Quality control testing plan;
F. Documentation of quality control activities; and
G. Requirements for corrective action when quality control and/or acceptance
criteria are not met.
The Contractor is encouraged to add any additional elements to the Quality Control
Program that he/she deems necessary to adequately control all production and/or
construction processes required by this contract.
100-03 QUALITY CONTROL ORGANIZATION. The Contractor1s Quality Control
Program shall be implemented by the establishment of a separate quality control
organization. An organizational chart shall be developed to show all quality control
personnel and how these personnel integrate with other management/production and
construction functions and personnel.
The organizational chart shall identify all quality control staff by name and function, and
shall indicate the total staff required to implement all elements of the Quality Control
Program, including inspection and testing for each item of work. If necessary, different
technicians can be utilized for specific inspection and testing functions for different items
of work. If an outside organization or independent testing laboratory is used for
implementation of all or part of the Quality Control Program, the personnel assigned
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shall be subject to the qualification requirements of paragraph 10Q-03a and 100-03b.
The organizational chart shall indicate which personnel are Contractor employees and
which are provided by an outside organization.
The quality control organization shall consist of the following minimum personnel:
A. Program Administrator. The Program Administrator shall be a full-time
employee of the Contractor, or a consultant engaged by the Contractor.
The Program Administrator shall have a minimum of 5 years of experience
in airport and/or highway construction and shall have had prior quality
control experience on a project of comparable size and scope as the
contract.
Additional qualifications for the Program Administrator shall include at
least 1 of the following requirements:
1 ) Professional engineer with 1 year of airport paving experience
acceptable to the Engineer.
2) Engineer-in-training with 2 years of airport paving experience
acceptable to the Engineer.
3) An individual with 3 years of highway and/or airport paving
experience acceptable to the Engineer, with a Bachelor of Science
Degree in Civil Engineering, Civil Engineering Technology or
Construction.
4) Construction materials technician certified at Level III by the
National Institute for Certification in Engineering Technologies
(NICET).
5) Highway materials technician certified at Level III by NICET.
6) Highway construction technician certified at level III by NICET.
7) A NICET certified engineering technician in Civil Engineering
Technology with 5 years of highway and/or airport paving
experience acceptable to the Engineer.
The Program Administrator shall have full authority to institute any and all
actions necessary for the successful implementation of the Quality Control
Program to ensure compliance with the contract plans and technical
specifications. The Program Administrator shall report directly to a
responsible officer of the construction firm. The Program Administrator
may supervise the Quality Control Program on more than one project
provided that person can be at the job site within 2 hours after being
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notified of a problem.
B. Quality Control Technicians. A sufficient number of quality control
technicians necessary to adequately implement the Quality Control
Program shall be provided. These personnel shall be either engineers,
engineering technicians, or experienced craftsman with qualifications in
the appropriate field equivalent to NICEl Level II or higher construction
materials technician or highway construction technician and shall have a
minimum of 2 years of experience in their area of expertise.
The quality control technicians shall report directly to the Program
Administrator and shall perform the following functions:
1) Inspection of all materials, construction, plant, and equipment for
conformance to the technical specifications, and as required by
Section 100-06.
2) Performance of all quality control tests as required by the technical
specifications and Section 100-07.
Certification at an equivalent level, by a state or nationally recognized
organization will be acceptable in lieu of NICET certification.
C. Staffing Levels. The Contractor shall provide sufficient qualified quality
control personnel to monitor each work activity at all times. Where
material is being produced in a plant for incorporation into the work,
separate plant and field technicians shall be provided at each plant and
field placement location. The scheduling and coordinating of all inspection
and testing must match the type and pace of work activity. The Quality
Control Program shall state where different technicians will be required for
different work elements.
100-04 PROJECT PROGRESS SCHEDULE. The Contractor shall submit a
coordinated construction schedule for all work activities. The schedule shall be
prepared as a network diagram in Critical Path Method (CPM), PERT, or other format,
or as otherwise specified in the contract. As a minimum, it shall provide information on
the sequence of work activities, milestone dates, and activity duration.
The Contractor shall maintain the work schedule and provide an update and analysis of
the progress schedule on a twice monthly basis, or as otherwise specified in the
contract. Submission of the work schedule shall not relieve the Contractor of overall
responsibility for scheduling, sequencing, and coordinating all work to comply with the
requirements of the contract.
1 00-05 SUBMITTALS SCHEDULE. The Contractor shall submit a detailed listing of all
submittals (e.g., mix designs, material certifications) and shop drawings required by the
111-62
technical specifications. The listing can be developed in a spreadsheet format and shall
include:
A. Specification item number;
B. Item description;
C. Description of submittal;
D. Specification paragraph requiring submittal; and
E. Scheduled date of submittal.
100-06 INSPECTION REQUIREMENTS. Quality control inspection functions shall be
organized to provide inspections for all definable features of work, as detailed below.
All inspections shall be documented by the Contractor as specified by Section 100-07.
Inspections shall be performed daily to ensure continuing compliance with contract
requirements until completion of the particular feature of work. These shall include the
following minimum requirements:
A. During plant operation for material production, quality control test results
and periodic inspections shall be utilized to ensure the quality of
aggregates and other mix components, and to adjust and control mix
proportioning to meet the approved mix design and other requirements of
the technical specifications. All equipment utilized in proportioning and
mixing shall be inspected to ensure its proper operating condition. The
Quality Control Program shall detail how these and other quality control
functions will be accomplished and utilized.
B. During field operations, quality control test results and periodic inspections
shall be utilized to ensure the quality of all materials and workmanship. All
equipment utilized in placing, finishing, and compacting shall be inspected
to ensure its proper operating condition and to ensure that all such
operations are in conformance to the technical specifications and are
within the plan dimensions, lines, grades, and tolerances specified. The
Program shall document how these and other quality control functions will
be accomplished and utilized.
100-07 QUALITY CONTROL TESTING PLAN. As a part of the overall Quality Control
Program, the Contractor shall implement a quality control testing plan, as required by
the technical specifications. The testing plan shall include the minimum tests and test
frequencies required by each technical specification Item, as well as any additional
quality control tests that the Contractor deems necessary to adequately control
production and/or construction processes.
111-63
The testing plan can be developed in a spreadsheet fashion and shall, as a minimum,
include the following:
A. Specification item number (e.g., P-401);
B. Item description (e.g., Plant Mix Bituminous Pavements);
C. Test type (e.g., gradation, grade, asphalt content);
D. Test standard (e.g., ASTM or AASHTO test number, as applicable);
E. Test frequency (e.g., as required by technical specifications or minimum
frequency when requirements are not stated);
F. Responsibility (e.g., plant technician); and
G. Control requirements (e.g., target, permissible deviations).
The testing plan shall contain a statistically-based procedure of random sampling for
acquiring test samples in accordance with ASTM D 3665. The Engineer shall be
provided the opportunity to witness quality control sampling and testing.
All quality control test results shall be documented by the Contractor as required by
Section 1 00-08.
100-08 DOCUMENTATION. The Contractor shall maintain current quality control
records of all inspections and tests performed. These records shall include factual
evidence that the required inspections or tests have been performed, including type and
number of inspections or tests involved; results of inspections or tests; nature of
defects, deviations, causes for rejection, etc.; proposed remedial action; and corrective
actions taken.
These records must cover both conforming and defective or deficient features, and must
include a statement that all supplies and materials incorporated in the work are in full
compliance with the terms of the contract. Legible copies of these records shall be
furnished to the Engineer daily. The records shall cover all work placed subsequent to
the previously furnished records and shall be verified and signed by the Contractor's
Program Administrator.
Specific Contractor quality control records required for the contract shall include, but are
not necessarily limited to, the following records:
A. Daily Inspection Reports. Each Contractor quality control technician shall
maintain a daily log of all inspections performed for both Contractor and
subcontractor operations on a form acceptable to the Engineer. These
technician's daily reports shall provide factual evidence that continuous
111-64
quality control inspections have been performed and shall, as a minimum,
include the following:
1) Technical specification item number and description;
2) Compliance with approved submittals;
3) Proper storage of materials and equipment;
4) Proper operation of all equipment;
5) Adherence to plans and technical specifications;
6) Review of quality control tests; and
7) Safety inspection.
The daily inspection reports shall identify inspections conducted, results of
inspections, location and nature of defects found, causes for rejection, and
remedial or corrective actions taken or proposed.
The daily inspection reports shall be signed by the responsible quality
control technician and the Program Administrator. The Engineer shall be
provided at least one copy of each daily inspection report on the work day
following the day of record.
B. Daily Test Reports. The Contractor shall be responsible for establishing a
system which will record all quality control test results. Daily test reports
shall document the following information:
1) Technical specification item number and description;
2) Test designation;
3) Location;
4) Date of test;
5) Control requirements;
6) Test results;
7) Causes for rejection;
8) Recommended remedial actions; and
111-65
9) Retests.
Test results from each day.s work period shall be submitted to the
Engineer prior to the start of the next day.s work period. When required by
the technical specifications, the Contractor shall maintain statistical quality
control charts. The daily test reports shall be signed by the responsible
quality control technician and the Program Administrator.
100-09 CORRECTIVE ACTION REQUIREMENTS. The Quality Control Program shall
indicate the appropriate action to be taken when a process is deemed, or believed, to
be out of control (out of tolerance) and detail what action will be taken to bring the
process into control. The requirements for corrective action shall include both general
requirements for operation of the Quality Control Program as a whole, and for individual
items of work contained in the technical specifications.
The Quality Control Program shall detail how the results of quality control inspections
and tests will be used for determining the need for corrective action and shall contain
clear sets of rules to gauge when a process is out of control and the type of correction
to be taken to regain process control.
When applicable or required by the technical specifications, the Contractor shall
establish and utilize statistical quality control charts for individual quality control tests.
The requirements for corrective action shall be linked to the control charts.
100-10 SURVEILLANCE BY THE ENGINEER. All items of material and equipment
shall be subject to surveillance by the Engineer at the point of production, manufacture
or shipment to determine if the Contractor, producer, manufacturer or shipper maintains
an adequate quality control system in conformance with the requirements detailed
herein and the applicable technical specifications and plans. In addition, all items of
materials, equipment and work in place shall be subject to surveillance by the Engineer
at the site for the same purpose.
Surveillance by the Engineer does not relieve the Contractor of performing quality
control inspections of either on-site or off-site Contractor1s or subcontractor1s work.
100-11 NONCOMPLIANCE.
A. The Engineer will notify the Contractor of any noncompliance with any of
the foregoing requirements. The Contractor shall, after receipt of such
notice, immediately take corrective action. Any notice, when delivered by
the Engineer or his/her authorized representative to the Contractor or
his/her authorized representative at the site of the work, shall be
considered sufficient notice.
B. In cases where quality control activities do not comply with either the
Contractor1s Quality Control Program or the contract provisions, or where
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the Contractor fails to properly operate and maintain an effective Quality
Control Program, as determined by the Engineer, the Engineer may:
1) Order the Contractor to replace ineffective or unqualified quality
control personnel or subcontractors.
2) Order the Contractor to stop operations until appropriate corrective
action is taken.
END OF SECTION 100
111-67
SECTION 110
METHOD OF ESTIMATING PERCENTAGE OF
MATERIAL WITHIN SPECIFICATION LIMITS (PWL)
110-01 GENERAL. When the specifications provide for material to be sampled and tested on a
statistical basis, the material will be evaluated for acceptance in accordance with this section.
All test results for a lot will be analyzed statistically, using procedures to determine the total
estimated percent of the lot that is within specification limits. This concept, termed percent
within limits (PWL), is a statistically based evaluation method, whereby the PWL is computed on
a lot basis, using the average (X) and standard deviation (Sn) of the specified number (n) of
sublat tests for the lot and the specification tolerance limits (L for lower and U for upper) for the
particular acceptance parameter. From these values, the respective Quality index(s) (QL for
Lower Quality Index and/or au for Upper Quality Index) is computed and the PWL for the
specified n is determined from Table 1.
There is some degree of uncertainty (risk) in the measurement for acceptance because only a
small fraction of production material (the population) is sampled and tested. This uncertainty
exists because all portions of the production material have the same probability to be randomly
sampled. The Contractor's risk is the probability that material produced at the acceptable
quality level is rejected or subjected to a pay adjustment. The Owner's risk is the probability
that material produced at the rejectable quality level is accepted.
It is the intent of this section to inform the Contractor that, in order to consistently offset the
Contractor's risk for material evaluated, production quality (using population average and
population standard deviation) must be maintained at the acceptable quality specified or higher.
In all cases, it is the responsibility of the Contractor to produce at quality levels that will meet the
specified acceptance criteria when sampled and tested at the frequencies specified.
110-02 METHOD FOR COMPUTING PWL. The computational sequence for computing the
PWL is as follows:
A. Divide the lot into n sublots in accordance with the acceptance requirements of
the specification.
B. Locate the sampling position within the sublot in accordance with the random
sampling requirements of the specification.
C. Make a measurement at each location, or take a test portion and make the
measurement on the test portion in accordance with the testing requirements of
the specification.
D. Average all sublot values within the lot to find X by using the following formula:
x = (x1 + x2 + x3 + . . .xn) I n
Where:
X = Average of all sublot values within a lot
x1 , x2 = Individual sublot values
111-68
n = Number of sublots
E. Find the standard deviation Sn by use of the following formula:
Sn = SQRT[(d1*d1 + d2*d2 + d3*d3 +. . .dn*dn) / (n-1)]
Where:
Sn = standard deviation of the number of sublot values in the set
d1, d2 = deviations of the individual sublot values X1, X2 . . . from the
average value X
that is: d1 = (x1 - X), d2 = (xn - X) . . dn = (xn - X)
n = number of sublots
F. For single sided specification limits (Le., L only), compute the Lower Quality
Index Ql by use of the following formula:
QL = (X - L) / Sn
Where:
L = specification lower tolerance limit
Estimate the percentage of material within limits (PWL) by entering Table 1 with Ql, using the
column appropriate to the total number (n) of measurements. If the value of QL falls between
values shown on the table, use the next higher value of PWL.
G. For double sided specification limits (Le. Land U), compute the Quality Indexes
QL and au by use of the following formulas:
al = (X - l) / Sn and QU = (U - X) / Sn
Where:
land U = specification lower and upper tolerance limits
Estimate the percentage of material between the lower (l) and upper (U) tolerance limits (PWL)
by entering Table 1 separately with Ql and QU, using the column appropriate to the total
number (n) of measurements, and determining the percent of material above PL and percent of
material below PU for each tolerance limit. If the values of QL fall between values shown on the
table, use the next higher value of PL or PU. Determine the PWL by use of the following
formula:
PWL = (PU + PL) - 100
Where:
Pl = percent within lower specification limit
PU = percent within upper specification limit
EXAMPLE OF PWL CALCULATION
Project:
Test Item:
Example Project
Item P-401, Lot A.
A.
PWl Determination for Mat Density.
111-69
1 ) Density of four random cores taken from Lot A.
A-1 96.60
A-2 97.55
A-3 99.30
A-4 98.35
n=4
2) Calculate average density for the lot.
x = (x1 + x2 + x3 + . . xn) / n
x = (96.60 + 97.55 + 99.30 + 98.35) / 4
x = 97.95 percent density
3) Calculate the standard deviation for the lot.
Sn = SQRT[ ( (96.60 - 97.95)*(96.60 - 97.95) +
(97.55 - 97.95)*(97.55 - 97.95) +
(99.30 - 97.95)*(99.30 - 97.95) +
(98.35 - 97.95)*(98.35 - 97.95)) / (4 - 1)]
Sn = SQRT[ (1.82 + 0.16 + 1 .82 + 0.16) / 3]
Sn = 1. 15
4) Calculate the Lower Quality Index QL for the lot. (L=96.3)
QL = (X -L) / Sn
QL = (97.95 - 96.30) / 1.15
QL = 1.4384
5) Determine PWL by entering Table 1 with QL= 1.44 and n= 4.
PWL = 98
B. PWL Determination for Air Voids.
1 ) Air Voids of four random samples taken from Lot A.
A-1 5.00
A-2 3.74
A-3 2.30
A-4 3.25
2) Calculate the average air voids for the lot.
111- 70
x = (x1 + x + x3 . . n) / n
x = (5.00 + 3.74 + 2.30 + 3.25) / 4
x = 3.57 percent
3) Calculate the standard deviation Sn for the lot.
Sn = SQRT[ ( (3.57 - 5.00)*(3.57 - 5.00) +
(3.57 - 3.74)*(3.57 - 3.74) +
(3.57 - 2.30)*(3.57 - 2.30) +
(3.57 - 3.25)*(3.57 - 3.25))/(4 - 1)]
Sn = SQRT[(2.04 + 0.03 + 1.62 + 0.10 ) / 3]
Sn = 1 .12
4) Calculate the Lower Quality Index QL for the lot. (L= 2.0)
QL = (X - L) / Sn
QL = (3.57 - 2.00) / 1.12
QL = 1.3992
5) Determine PL by entering Table 1 with QL = 1.40 and n = 4.
PL = 97
6) Calculate the Upper Quality Index au for the lot. (U= 5.0)
QU = (U - X) / Sn
au = (5.00 - 3.57) / 1 .12
au = 1 .2702
7) Determine PU by entering Table 1 with au = 1.27 and n = 4.
PU = 93
8) Calculate Air Voids PWL
PWL = (PL + PU) - 100
PWL = (97 + 93) - 100 = 90
111-71
TABLE 1. TABLE FOR ESTIMATING PERCENT OF LOT WITHIN LIMITS (PWL)
Percent Within Positive Values of Q (QL and QU)
Limits
(PL and PU) n=3 n=4 n=5 n=6 n=7 n=8
99 1 . 1 541 1 .4700 1.6714 1 .8008 1 .8888 1.9520
98 1. 1524 1 .4400 1.6016 1.6982 1.7612 1 .8053
97 1.1496 1 .4100 1 .5427 1.6181 1.6661 1.6993
96 1 .1456 1 .3800 1.4897 1.5497 1.5871 1.6127
95 1 . 1405 1 .3500 1 .4407 1.4887 1 .5181 1 .5381
94 1 . 1 342 1.3200 1 .3946 1 .4329 1.4561 1.4716
93 1 . 1269 1 .2900 1.3508 1 .381 0 1 .3991 1 .4112
92 1 . 11 84 1 .2600 1 .3088 1.3323 1.3461 1.3554
91 1.1 089 1 .2300 1 .2683 1.2860 1 .2964 1.3032
90 1.0982 1 .2000 1 .2290 1.2419 1 .2492 1.2541
89 1.0864 1 .1700 1 .1909 1 .1995 1 .2043 1.2075
88 1.0736 1 . 1400 1 .1537 1 .1587 1.1613 1 . 1630
87 1.0597 1 . 11 00 1 .1173 1.1191 1 .1199 1 . 1204
86 1 .0448 1 .0800 1 .0817 1.0808 1 .0800 1.0794
85 1 .0288 1.0500 1 .0467 1.0435 1 .04 1 3 1 .0399
84 1.0119 1 .0200 1.0124 1 .0071 1 .0037 1 .001 5
83 0.9939 0.9900 0.9785 0.9715 0.9672 0.9643
82 0.9749 0.9600 0.9452 0.9367 0.9325 0.9281
81 0.9550 0.9300 0.9123 0.9025 0.8966 0.8928
80 0.9342 0.9000 0.8799 0.8690 0.8625 0.8583
79 0.9124 0.8700 0.8478 0.8360 0.8291 0.8245
78 0.8897 0.8400 0.8160 0.8036 0.7962 0.7915
77 0.8662 0.8100 0.7846 0.7716 0.7640 0.7590
76 0.8417 0.7800 0.7535 0.7401 0.7322 0.7271
75 0.8165 0.7500 0.7226 0.7089 0.7009 0.6958
74 0.7904 0.7200 0.6921 0.6781 0.6701 0.6649
73 0.7636 0.6900 0.6617 0.6477 0.6396 0.6344
72 0.7360 0.6600 0.6316 0.6176 0.6095 0.6044
71 0.7077 0.6300 0.6016 0.5878 0.5798 0.5747
70 0.6787 0.6000 0.5719 0.5583 0.5504 0.5454
69 0.6490 0.5700 0.5423 0.5290 0.5213 0.5164
68 0.6187 0.5400 0.5129 0.4999 0.4924 0.4877
67 0.5878 0.5100 0.4836 0.4710 0.4638 0.4592
66 0.5563 0.4800 0.4545 0.4424 0.4354 0.4310
65 0.5242 0.4500 0.4255 0.4139 0.4073 0.4031
64 0.4916 0.4200 0.3967 0.3856 0.3793 0.3753
63 0.4586 0.3900 0.3679 0.3575 0.3515 0.3477
62 0.4251 0.3600 0.3392 0.3295 0.3239 0.3203
61 0.3911 0.3300 0.3107 0.3016 0.2964 0.2931
60 0.3568 0.3000 0.2822 0.2738 0.2691 0.2660
59 0.3222 0.2700 0.2537 0.2461 0.2418 0.2391
58 0.2872 0.2400 0.2254 0.2186 0.2147 0.2122
57 0.2519 0.21 00 0.1971 0.1911 0.1877 0.1855
56 0.2164 0.1800 0.1688 0.1636 0.1607 0.1592
55 0.1806 0.1500 0.1408 0.1363 0.1338 0.1322
54 0.1447 0.1200 0.1125 0.1090 0.1070 0.1057
53 0.1087 0.0900 0.0843 0.0817 0.0802 0.0792
52 0.0725 0.0600 0.0562 0.0544 0.0534 0.0528
51 0.0363 0.0300 0.0281 0.0272 0.0267 0.0264
50 0.0 0.0 0.0 0.0 0.0 0.0
111- 72
TABLE 1. TABLE FOR ESTIMATING PERCENT OF LOT WITHIN LIMITS (PWL)
Percent Within Negative Values of Q (QL and QU)
Limits
(PL and PU) n=3 n=4 n=5 n=6 n=7 n=8
49 -0.0363 -0.0300 -0.0281 -0.0272 -0.0267 -0.0264
48 -0.0725 -0.0600 -0.0562 -0.0544 -0.0534 -0.0528
47 -0.1087 -0.0900 -0.0843 -0.0817 -0.0802 -0.0792
46 -0.1447 -0.1200 -0.1125 -0.1090 -0.1070 -0.1057
45 -0.1806 -0.1500 -0.1408 -0.1363 -0.1338 -0.1322
44 -0.2164 -0.1800 -0.1688 -0.1636 -0.1607 -0.1592
43 -0.2519 -0.2100 -0.1971 -0.1911 -0.1877 -0.1855
42 -0.2872 -0.2400 -0.2254 -0.2186 -0.2147 -0.2122
41 -0.3222 -0.2700 -0.2537 -0.2461 -0.2418 -0.2391
40 -0.3568 -0.3000 -0.2822 -0.2738 -0.2691 -0.2660
39 -0.3911 -0.3300 -0.3107 -0.3016 -0.2964 -0.2931
38 -0.4251 -0.3600 -0.3392 -0.3295 -0.3239 -0.3203
37 -0.4586 -0.3900 -0.3679 -0.3575 -0.3515 -0.3477
36 -0.4916 -0.4200 -0.3967 -0.3856 -0.3793 -0.3753
35 -0.5242 -0.4500 -0.4255 -0.4139 -0.4073 -0.4031
34 -0.5563 -0.4800 -0.4545 -0.4424 -0.4354 -0.4310
33 -0.5878 -0.5100 -0.4836 -0.4710 -0.4638 -0.4592
32 -0.6187 -0.5400 -0.5129 -0.4999 -0.4924 -0.4877
31 -0.6490 -0.5700 -0.5423 -0.5290 -0.5213 -0.5164
30 -0.6787 -0.6000 -0.5719 -0.5583 -0.5504 -0.5454
29 -0.7077 -0.6300 -0.6016 -0.5878 -0.5798 -0.5747
28 -0.7360 -0.6600 -0.6316 -0.6176 -0.6095 -0.6044
27 -0.7636 -0.6900 -0.6617 -0.6477 -0.6396 -0.6344
26 -0.7904 -0.7200 -0.6921 -0.6781 -0.6701 -0.6649
25 -0.8165 -0.7500 -0.7226 -0.7089 -0.7009 -0.6958
24 -0.8417 -0.7800 -0.7535 -0.7401 -0.7322 -0.7271
23 -0.8662 -0.8100 -0.7846 -0.7716 -0.7640 -0.7590
22 -0.8897 -0.8400 -0.8160 -0.8036 -0.7962 -0.7915
21 -0.9124 -0.8700 -0.8478 -0.8360 -0.8291 -0.8245
20 -0.9342 -0.9000 -0.8799 -0.8690 -0.8625 -0.8583
19 -0.9550 -0.9300 -0.9123 -0.9025 -0.8966 -0.8928
18 -0.9749 -0.9600 -0.9452 -0.9367 -0.9325 -0.9281
17 -0.9939 -0.9900 -0.9785 -0.9715 -0.9672 -0.9643
16 -1.0119 -1.0200 -1.0124 -1.0071 -1.0037 -1.0015
15 -1.0288 -1.0500 -1.0467 -1.0435 -1 .041 3 -1.0399
14 -1.0448 -1.0800 -1 .081 7 -1.0808 -1.0800 -1.0794
13 -1 .0597 -1 . 11 00 -1.1173 -1.1191 -1.1199 -1 . 1204
12 -1.0736 -1 . 1400 -1 .1537 -1. 1587 -1.1613 -1 . 1 630
11 -1.0864 -1 .1700 -1 . 1 909 -1.1995 -1 .2043 -1 .2075
10 -1.0982 -1 .2000 -1.2290 -1 .241 9 -1 .2492 -1.2541
9 -1 . 1 089 -1.2300 -1 .2683 -1 .2860 -1 .2964 -1.3032
8 -1 . 11 84 -1 .2600 -1 .3088 -1.3323 -1.3461 -1 .3554
7 -1 . 1269 -1 .2900 -1.3508 -1.3810 -1.3991 -1.4112
6 -1 . 1 342 -1.3200 -1.3946 -1.4329 -1.4561 -1.4716
5 -1 . 1405 -1.3500 -1 .4407 -1 .4887 -1.5181 -1 .5381
4 -1 . 1 456 -1 .3800 -1 .4897 -1.5497 -1.5871 -1.6127
3 -1 .1496 -1.4100 -1.5427 -1.6181 -1.6661 -1.6993
2 -1 . 1524 -1.4400 -1.6016 -1.6982 -1.7612 -1.8053
1 -1 . 1 541 -1.4700 -1.6714 -1.8008 -1 .8888 -1 .9520
111-73
SECTION 120
CONSTRUCTION CONTRACT CLAUSES
AIRPORT IMPROVEMENT PROGRAM
120-01 LABOR PROVISIONS
1 . Each Sponsor entering into a Construction Contract over Two Thousand
Dollars ($2,000.00) for an Airport Development project is required to insert
in the Contract the following provisions 'from 29CFR 5.5. Each Contractor
is to include these provisions in each Construction Subcontract.
a. Minimum Wages
(1) All laborers and mechanics employed or working upon the
site of the work will be paid unconditionally and not less
often than once a week, and without subsequent deduction
or rebate on any account (except such payroll deductions as
are permitted by regulations issued by the Secretary of
Labor under the Copeland Act [29 CFR Part 3]), the full
amount of wages and bona fide fringe benefits (or cash
equivalents thereof) due at time of payment computed at
rates not less than those contained in the wage
determination of the Secretary of Labor which is attached
hereto and made a part hereof, regardless of any contractual
relationship which may be alleged to exist between the
Contractor and such laborers and mechanics. Contributions
made or costs reasonably anticipated for bona fide fringe
benefits under Section 1 (b)(2) of the Davis-Bacon Act on
behalf of laborers or mechanics are considered wages paid
to laborers or mechanics, subject to the provisions of
subparagraph a.(4) below; also, regular contributions made
or costs incurred for more than a weekly period (but not less
often than quarterly) under plans, funds, programs which
cover the particular weekly period, are deemed to be
constructively made or incurred during such weekly period.
Such laborers and mechanics shall be paid the appropriate
wage rate and fringe benefits on the wage determination for
the classification of Work actually performed, without regard
to skill, except as provided in paragraph d. of this clause.
Laborers or mechanics performing work in more than one
classification may be compensated at the rate specified for
each classification for the time actually worked therein:
Provided, that the employer1s payroll records accurately set
forth the time spent in each classification in which work is
111-74
(2)
performed. The wage determination (including any additional
classification and wage rates conformed under a.(2) of this
Section) and the Davis-Bacon poster (WH-1321) shall be
posted at all times by the Contractor and its subcontractors
at the site of the Work in a prominent and accessible place
where it can easily be seen by the workers.
(I)
The Contracting Officer shall require that any class of
laborers or mechanics which is not listed in the wage
determination and which is to be employed under the
Contract shall be classified in conformance with the
wage determination. The Contracting Officer shall
approve an additional classification and wage rate
and fringe benefits therefore only when the following
criteria have been met:
(A) The Work to be performed by the classification
requested is not performed by a classification
in the wage determination; and
(8) The classification is utilized in the area by the
construction industry; and
(C) The proposed wage rate, including any bona
fide fringe benefits, bears a reasonable
relationship to the wage rates contained in the
wage determination.
(ii) If the Contractor and the laborers and mechanics to
be employed in the classification (if known), or their
representatives, and the Contracting Officer agree on
the classification and wage rate (including the amount
designated for fringe benefits where appropriate), a
report of the action taken shall be sent by the
Contracting Officer to the Administrator of the Wage
and Hour Division, Employment Standards
Administration, U.S. Department of Labor,
Washington, D.C. 20210. The Administrator, or an
authorized representative, will approve, modify, or
disapprove every additional classification action within
thirty (30) days of receipt and so advise the
contracting officer or will notify the Contracting Officer
within the thirty (30) day period that additional time is
necessary. (Approved by the Office of Management
and Budget under OMB control number 1215-0140.)
111-75
(iii) In the event the Contractor, the laborers or mechanics
to be employed in the classification or their
representatives, and the Contracting Officer do not
agree on the proposed classification and wage rate
(including the amount designated for fringe benefits
where appropriate), the Contracting Officer shall refer
the questions, including the views of all interested
parties and the recommendation of the contracting
officer, to the Administrator for determination. The
Administrator, or an authorized representative, will
issue a determination within thirty (30) days of receipt
and so advise or notify the Contracting Officer within
the thirty (30) day period that additional time is
necessary. (Approved by the Office of Management
and Budget under OMB control number 1215-0140.)
(iv) The wage rate (including fringe benefits where
appropriate) determined pursuant to subparagraphs
(2)(ii) or (iii) of this paragraph, shall be paid to all
workers performing work in the classification under
this Contract from the first day on which work is
performed in the classification.
(3) Whenever the minimum wage rate prescribed in the Contract
for a class of laborers or mechanics includes a fringe benefit
which is not expressed as an hourly rate, the Contractor
shall either pay the benefit as stated in the wage
determination or shall pay another bona fide fringe benefit or
an hourly cash equivalent thereof.
(4) If the Contractor does not make payments to a trustee or
other third person, the Contractor may consider as part of
the wages of any laborer or mechanic the amount of any
costs reasonably anticipated in providing bona fide fringe
benefits under a plan or program, Provided, that the
Secretary of Labor has found, upon the written request of the
Contractor, that the applicable standards of the Davis-Bacon
Act have been met. The Secretary of Labor may require the
Contractor to set aside in a separate account assets for the
meeting of obligations under the Plan or Program.
(Approved by the Office of Management and Budget under
OMS control number 1215-0140.)
b. Withholding. The Federal Aviation Administration (FAA) shall
upon its own action or upon written request of an authorized
representative of the Department of Labor withhold or cause to be
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withheld from the Contractor under this Contract or any other
Federal Contract with the same prime contractor, or any other
federally-assisted contract subject to Davis-Bacon prevailing wage
requirements, which is held by the same prime contractor, so much
of the accrued payments or advances as may be considered
necessary to pay laborers and mechanics, including apprentices,
trainees, and helpers, employed by the Contractor or any
subcontractor the full amount of wages required by the Contract. In
the event of failure to pay any laborer or mechanic, including any
apprentice, trainee or helper, employed or working on the site of
work, all or part of the wages required by the Contract, the FAA
may, after written notice to the Contractor, Sponsor, Applicant, or
Owner, take such action as may be necessary to cause the
suspension of any further payment, advance, or guarantee of funds
until such violations have ceased.
c. Payrolls and Basic Records.
(1) Payrolls and Basic Records relating thereto shall be
maintained by the Contractor during the course of the Work
and preserved for a period of three (3) years thereafter for all
laborers and mechanics working at the site of the Work.
Such records shall contain the name, address, and social
security number of each such worker, his or her correct
classification hourly rates of wages paid (including rates of
contributions or costs anticipated for bona fide fringe benefits
or cash equivalents thereof of the types described in section
1 (b)(2)(B) of the Davis-Bacon Act), daily and weekly number
of hours worked, deductions made and actual wages paid.
Whenever the Secretary of Labor has found under a(4) of
this clause that the wages of any laborer or mechanic
include the amount of any costs reasonably anticipated in
providing benefits under a plan or program described in
section 1 (b)(2)(B) of the Davis-Bacon Act, the Contractor
shall maintain records which show that the commitment to
provide such benefits is enforceable, that the Plan or
Program is financially responsible, and that the Plan or
Program has been communicated in writing to the laborers
or mechanics affected, and records which show the costs
anticipated or the actual costs incurred in providing such
benefits. Contractors employing apprentices or trainees
under approved programs shall maintain written evidence of
the registration of apprenticeship programs and certification
of trainee programs, the registration of the apprentices and
trainees, and the ratios and wage rates prescribed in the
applicable programs. (Approved by the Office of
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Management and Budget under OMB control number 1215-
0140 and 1215-0017.)
(2)
(I)
The Contractor shall submit weekly, for each week in
which any contract work is performed, a copy of all
payrolls to the Applicant, Sponsor, or Owner, as the
case may be, for transmission to the FAA. The
payrolls submitted shall set out accurately and
completely all of the information required to be
maintained under paragraph c(1) above. This
information may be submitted in any form desired.
Optional Form WH-347 is available for this purpose
and may be purchased from the Superintendent of
Documents (Federal Stock Number 029-005-00014-
1), U.S. Government Printing Office, Washington,
D.C. 20402. The prime Contractor is responsible for
the submission of copies of payrolls by all
subcontractors. (Approved by the Office of
Management and Budget under OMS control number
1215-0149.)
(ii) Each payroll submitted shall be accompanied by a
IIStatement of Compliance, II signed by the Contractor
or subcontractor or his or her agent who pays or
supervises the payment of the persons employed
under the Contract and shall certify the following:
(A) That the payroll for the payroll period contains
the information required to be maintained
under paragraph c(1) above and that such
information is correct and complete;
(B) That each laborer and mechanic (including
each helper, apprentice and trainee) employed
on the Contract during the payroll period has
been paid the full weekly wages earned,
without rebate, either directly or indirectly and
that no deductions have been made either
directly or indirectly from the full wages earned,
other than permissible deductions as set forth
in Regulations 29 CFR Part 3;
(C) That each laborer or mechanic has been paid
not less than the applicable wage rates and
fringe benefits or cash equivalents for the
classification of work performed, as specified in
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the applicable wage determination
incorporated into the Contract.
(iii) The weekly submission of a properly executed
certification set forth on the reverse side of Optional
Form WH-347 shall satisfy the requirement for
submission of the "Statement of Compliancell required
by paragraph c.(2)(b) of this section.
(iv) The falsification of any of the above certifications may
subject the Contractor or subcontractor to civil or
criminal prosecution under Section 1001 of Title 18
and Section 231 of Title 31 of the United States Code.
(3) The Contractor or subcontractor shall make the records
required under paragraph c.(1) of this section available for
inspection, copying or transcription by authorized
representatives of the FAA or the Department of Labor, and
shall permit such representatives to interview employees
during working hours on the job. If the Contractor or
subcontractor fails to submit the required records or to make
them available, the Federal agency may, after written notice
to the Contractor, sponsor, applicant or Owner, take such
action as may be necessary to cause the suspension of any
further payment, advance, or guarantee of funds.
Furthermore, failure to submit the required records upon
request or to make such records available may be grounds
for debarment action pursuant to 29 CFR 5.12.
d. Apprentices and Trainees
(1) Apprentices. Apprentices will be permitted to work at less
than the predetermined rate for the Work they performed
when they are employed pursuant to and individually
registered in a bona fide apprenticeship program registered
with the U.S. Department of Labor, Employment and
Training Administration, Bureau of Apprenticeship and
Training, or with a State Apprenticeship Agency recognized
by the bureau, or if a person is employed in his or her first
ninety (90) days of probationary employment as an
apprentice in such as apprenticeship program, who is not
individually registered in the program, but who has been
certified by the Bureau of Apprenticeship and Training or a
State Apprenticeship Agency (where appropriate) to be
eligible for probationary employment as an apprentice. The
allowable ratio of apprentices to journeymen on the job site
111-79
in any craft classification shall not be greater than the ratio
permitted to the Contractor as to the entire work force under
the registered program.
Any worker listed on a payroll at an apprentice wage rate,
who is not registered or otherwise employed as stated
above, shall be paid not less than the applicable wage rate
on the wage determination for the classification of work
actually performed. In addition, any apprentice performing
work on the job site in excess of the ratio permitted under
the registered program shall be paid not less than the
applicable wage rate on the wage determination for the work
actually performed. Where a Contractor is performing
construction on a project in a locality other than that in which
its program is registered, the ratios and wage rates
(expressed in percentages of the journeyman's hourly rate)
specified in the Contractor's or subcontractor's registered
program shall be observed. Every apprentice must be paid
at not less than the rate specified in the registered program
for the apprentice's level of progress, expressed as a
percentage of the journeymen hourly rate specified in the
applicable wage determination. Apprentices shall be paid
fringe benefits in accordance with the provisions of the
apprenticeship program. If the apprenticeship program does
not specify fringe benefits, apprentices must be paid the full
amount of fringe benefits listed on the wage determination
for the applicable classification. If the Administrator
determines that a different practice prevails for the
applicable apprentice classification, fringes shall be paid in
accordance with that determination. In the event the Bureau
of Apprenticeship and Training, or a State Apprenticeship
Agency recognized by the Bureau, withdraws approval of an
apprenticeship program, the Contractor will no longer be
permitted to utilize apprentices at less than the applicable
predetermined rate for the Work performed until an
acceptable program is approved.
(2) Trainees. Except as provided in 29 CFR 5.16, trainees will
not be permitted to work at less than the predetermined rate
for the Work performed unless they are employed pursuant
to and individually registered in a program which has
received prior approval, evidenced by formal certification by
the U.S. Department of Labor, Employment and Training
Administration. The ratio of trainees to journeymen on the
job site shall not be greater that permitted under the Plan
approved by the Employment and Training Administration.
111-80
Every trainee must be paid at not less than the rate specified
in the approved program for the trainee's level of progress,
expressed as a percentage of the journeyman hourly rate
specified in the applicable wage determination. Trainees
shall be paid fringe benefits in accordance with the
provisions of the trainee program. If the trainee program
does not mention fringe benefits, trainees shall be paid the
full amount of fringe benefits listed in the wage determination
unless the Administrator of the Wage and Hour Division
determines that there is an apprenticeship program
associated with the corresponding journeyman wage rate on
the wage determination which provides for less than full
fringe benefits for apprentices. Any employee listed on the
payroll at a trainee rate who is not registered and
participating in a training plan approved by the Employment
and Training Administration shall be paid not less than the
applicable wage rate on the wage determination for the
classification of work actually performed. In addition, any
trainee performing work on the job site in excess of the ratio
permitted under the registered program shall be paid not
less than the applicable wage rate on the wage
determination for the Work actually performed. In the event
the Employment and Training Administration withdraws
approval of a training program, the Contractor will no longer
be permitted to utilize trainees at less than the applicable
predetermined rate for the work performed until an
acceptable program is approved.
(3) Equal Employment Opportunity. The utilization of
apprentices, trainees and journeymen under this part shall
be in conformity with the Equal Employment Opportunity
requirements of Executive Order 11246, as amended, and
29 CFR Part 30.
e. Compliance with Copeland Act Requirements. The Contractor
shall comply with the requirements of 29 CFR Part 3, which are
incorporated by reference in this Contract.
f. Subcontracts. The Contractor or Subcontractor shall insert in any
subcontracts the clauses contained in paragraphs a through j of this
Contract and such other clauses as the FAA may by appropriate
instructions require, and also a clause requiring the subcontractors
to include these clauses in any lower tier subcontracts. The prime
contractor shall be responsible for the compliance by any
subcontractor or lower tier subcontractor with all the Contract
clauses in 29 CFR 5.5.
111-81
g. Contract Termination: Debarment. A breach of the Contract
clauses in 29 CFR 5.5 may be grounds for termination of the
Contract, and for the debarment as a Contractor and a
subcontractor as provided in 29 CFR 5.12.
h. Compliance with Davis-Bacon and Related Act Requirements.
All rulings and interpretations of the Davis-Bacon and Related Acts
contained in 29 CFR Parts 1, 3, and 5 are herein incorporated by
reference in this Contract.
I. Disputes Concerning Labor Standards. Disputes arising out of
the labor standards provisions of this Contract shall not be subject
to the general disputes clause of this Contract. Such disputes shall
be resolved in accordance with the procedures of the Department
of Labor set forth in 29 CFR Parts 5, 6 and 7. Disputes within the
meaning of this clause include disputes between the Contractor (or
any of its subcontractors) and the contracting agency, the U.S.
Department of Labor, or the employees of their representatives.
j. Certification of Eligibility.
(1) By entering into this Contract, the Contractor certifies that
neither it (nor he or she) nor any person or firm who has an
interest in the Contractor1s firm is a person or firm ineligible
to be awarded Government contracts by virtue of section
3(a) of the Davis-Bacon Act or 29 CFR 5.12(a) (1).
(2) No part of this Contract shall be subcontracted to any person
or firm ineligible for award of a Government contract by
virtue of section 3(a) of the Davis-Bacon Act or 29 CFR
5.12(a)(1 ).
(3) The penalty for making false statements is prescribed in
Criminal Code, 18 U.S.C. 1001.
2. The following clauses in paragraphs a., b., c., d., and e. below, required by
the Contract Work Hours and Safety Standards Act, will also be inserted in
full in AlP Construction contracts in excess of Two Thousand Dollars
($2,000.00) in addition to the clauses required by 29 CFR 5.5 (a) or 4.6 of
Part 4 of Title 29. As used in the following, the term IIlaborersll and
IImechanics" include watchmen and guards.
a. Overtime Requirements.. No Contractor or subcontractor
contracting for any part of the contract work which may require or
involve the employment of laborers or mechanics shall require or
111-82
permit any such laborer or mechanic in any work week in which he
or she is employed on such work to work in excess of forty (40)
hours in such workweek unless such laborer or mechanic receives
compensation at a rate not less than one and one-half (1 %) times
the basic rate of pay for all hours worked in excess of forty (40)
hours in such work week.
b. Violation; Liability for Unpaid Wages; Liquidated Damages. In
the event of any violation of the clause set forth in paragraph a.
above, the Contractor or any subcontractor responsible therefor
shall be liable for the unpaid wages. In addition, such Contractor
and subcontractor shall be liable to the United States (in the case of
work done under contract for the District of Columbia or a territory,
to such District or to such territory), for liquidated damages. Such
liquidated damages shall be computed with respect to each
individual laborer or mechanic, including watchmen and guards,
employed in violation of the clause set forth in paragraph a. above,
in the sum of ten dollars ($10.00) for each calendar day on which
such individual was required or permitted to work in excess of the
standard workweek of forty (40) hours without payment of the
overtime wages required by the clause set forth in paragraph a.
above.
c. Withholding for Unpaid Wages and Liquidated Damages. The
FAA shall upon its own action or upon written request of an
authorized representative of the Department of Labor withhold or
cause to be withheld, from any monies payable on account of work
performed by the Contractor or subcontractor under any such
contract or any other Federal contract with the same prime
contractor, or any other federally-assisted contract subject to the
Contract Work Hours and Safety Standards Act, which is held by
the same prime contractor, such sums as may be determined to be
necessary to satisfy any liabilities of such contractor or
subcontractor for unpaid wages and liquidated damages as
provided in the clause set forth in paragraph b. above.
d. Subcontracts. The Contractor or subcontractor shall insert in any
subcontracts the clauses set forth in paragraphs a. through d. and
also a clause requiring the subcontractor to include these clauses
in any lower tier subcontracts. The prime Contractor shall be
responsible for compliance by any subcontractor or lower tier
subcontractor with the clauses set forth in paragraphs a. through d.
e. Working Conditions. No contractor or subcontractor may require
any laborer and mechanic employed in the performance of any
contract to work in surroundings or under working conditions that
111-83
are unsanitary, hazardous or dangerous to his health or safety as
determined under Construction Safety and Health Standards (29
CFR Part 1926) issued by the Department of Labor.
3. In addition to the provisions in 1 and 2 above, for contracts in excess of
$2,000, the following is to be included in all contracts for work on airport
development projects involving labor:
Veterans Preference. In the employment of labor (except in executive,
administrative and supervisory positions), preference shall be given to
veterans of the Vietnam era and disabled veterans. However, this
preference shall apply only where the individuals are available and
qualified to perform the Work to which the employment relates.
120-02 EQUAL EMPLOYMENT OPPORTUNITY REQUIREMENTS
A. Standard Federal Equal Emplovment Opportunity Construction
Contract Specifications (Executive Order 11246. as amended).
1. As used in these Specifications:
a. IICovered areall means the geographical area described in the
solicitation from which this Contract resulted;
b. IIDirectorll means Director, Office of Federal Contract Compliance
Programs (OFCCP), U.S. Department of Labor, or any person of
whom the Director delegates authority;
c. IIE'mployer Identification Number" means the Federal Social
Security number used on the Employerls Quarterly Federal Tax
Return, U.S. Treasury Department Form 941 ;
d. IIMinority" includes:
1) Black (all persons having origins in any of the black African
racial groups not of Hispanic origin);
2) Hispanic (all persons of Mexican, Puerto Rican, Cuban,
Central or South American or other Spanish culture or origin
regardless of race);
3) Asian and Pacific Islander (all persons having origins in any
of the original peoples of the Far East, Southeast, Asia, the
Indian Subcontinent, or the Pacific Islands); and
4) American Indian or Alaskan native (all persons having
111-84
origins in any of the original peoples of North America and
maintaining identifiable tribal affiliations through membership
and participation or community identification).
2. Whenever the Contractor, or any subcontractor at any tier, subcontracts a
portion of the Work involving any construction trade, it shall physically
include in each subcontract in excess of $10,000 (Ten Thousand Dollars)
the provisions of these Specifications and the notice which contains the
applicable goals for minority and female participation and which is set forth
in the solicitations from which this Contract resulted.
3. If the Contractor is participating (pursuant to 41 CFR 60-4.5) in a
Hometown Plan approved by the U.S. Department of Labor in the covered
area either individually or through an association, its affirmative action
obligations on all work in the plan area (including goals and timetables)
shall be in accordance with that plan for those trades which have unions
participating in the Plan. Contractors must be able to demonstrate their
participation in and compliance with the provisions of any such Hometown
Plan. Each Contractor or subcontractor participating in an approved plan
is individually required to comply with its obligations under the EEO clause
and to make a good faith effort to achieve each goal under the Plan in
each trade in which it has employees. The overall good faith performance
by other Contractors or subcontractors toward a goal in an approved plan
does not excuse any covered Contractor1s or subcontractor1s failure to
take good faith efforts to achieve the plan goals and timetables.
4. The Contractor shall implement the specific affirmative action standards
provided in paragraphs 7a through p of these Specifications. The goals
set forth in the solicitation from which this Contract resulted are expressed
as percentages of the local hours of employment and training of minority
and female utilization the Contractor should reasonably be able to achieve
in each construction trade in which it has employees in the covered area.
Covered construction contractors performing construction work in
geographical areas where they do not have a federal or federally assisted
construction contract shall apply the minority and female goals established
for the geographical area where the work is being performed. Goals are
published periodically in the Federal Register in notice form, and such
notices may be obtained from any Federal Contract Compliance Programs
office or from Federal Procurement contracting officers. The Contractor is
expected to make substantially uniform progress in meeting its goals in
each craft during the period specified.
5. Neither the provisions of any collective bargaining agreement nor the
failure by a union with whom the Contractor has a collective bargaining
agreement to refer either minorities or women shall excuse the
Contractor1s obligations under these Specifications, Executive Order
111-85
11246, as amended, or the regulations promulgated pursuant thereto.
6. In order for the nonworking training hours of apprentices and trainees to
be counted in meeting the goals, such apprentices and trainees must be
employed by the Contractor during the training period and the Contractor
must have made a commitment to employ the apprentices and trainees at
the completion of their training, subject to the availability of employment
opportunities. Trainees must be trained pursuant to training programs
approved by the U.S. Department of Labor.
7. The Contractor shall take specific affirmative actions to ensure EEO. The
evaluation of the Contractor1s compliance with these Specifications shall
be based upon its effort to achieve maximum results from its actions. The
Contractor shall document these efforts fully and shall implement
affirmative action steps at least as extensive as the following:
a. Ensure and maintain a working environment free of harassment,
intimidation, and coercion at all sites, and in all facilities at which
the Contractor1s employees are assigned to work. The Contractor,
where possible, will assign two or more women to each
construction project. The Contractor shall specifically ensure that
all foremen, superintendents, and other onsite supervisory
personnel are aware of and carry out the Contractor1s obligation to
maintain such a working environment, with specific attention to
minority or female individuals working at such sites or in such
faci I ities.
b. Establish and maintain a current list of mihority and female
recruitment sources, provide written notification to minority and
female recruitment sources and to community organizations when
the Contractor on its unions have employment opportunities
available, and maintain a record of the organization1s responses.
c. Maintain a current file of the names, addresses and telephone
numbers of each minority and female off-the-street applicant and
minority or female referral from a union, a recruitment source, a
community organization and of what action was taken with respect
to each such individual. If such individual was sent to the union
hiring hall for referral and was not referred back to the Contractor
by the union or, if referred, not employed by the Contractor, this
shall be documented in the file with the reason therefore along with
whatever additional actions the Contractor may have taken.
d. Provide immediate written notification to the Director when the
union or unions with which the Contractor has a collective
bargaining agreement has not referred to the Contractor a minority
111-86
person or woman sent by the Contractor, or when the Contractor
has other information that the union referral process has impeded
the Contractor's efforts to meet its obligations.
e. Develop on-the-job training opportunities and/or participate in
training programs for the area which expressly includes minorities
and women, including upgrading programs and apprenticeship and
trainee programs relevant to the Contractor's employment needs,
especially those programs funded or approved by the Department
of Labor. The Contractor shall provide notice of these programs to
the sources complied under 7b above.
f. Disseminate the Contractor's EEO policy by providing notice of the
policy to unions and training programs and requesting their
cooperation in assisting the Contractor in meeting its EEO
obligations; by including it in any policy manual and collective
bargaining agreement; by publicizing it in the company newspaper,
annual report, etc.; by specific review of the policy with all
management personnel and with all minority and female employees
at least once a year; and by posting the company EEO policy on
bulletin boards accessible to all employees at each location where
construction work is performed.
g. Review, at least annually, the Company's EEO policy and
affirmative action obligations under these Specifications with all
employees having any responsibility for hiring, assignment, layoff,
termination, or other employment decisions including specific
review of these items with onsite supervisory personnel such as
superintendents, general foremen, etc., prior to the initiation of
construction work on any job site. A written record shall be made
and maintained identifying the time and place of these meetings,
persons attending, subject matter discussed, and disposition of the
subject matter.
h. Disseminate the Contractor's EEO policy externally by including it in
any advertising in the news media, specifically including minority
and female news media, and providing written notification to and
discussing the Contractor's EEO policy with other Contractors and
subcontractors with whom the Contractor does or anticipates doing
business.
I. Direct its recruitment efforts, both oral and written, to minority,
female, and community organizations, to schools with minority and
female students; and to minority and female recruitment and
training organizations serving the Contractor's recruitment area and
employment needs. Not later than one month prior to the date for
111-87
the acceptance of applications for apprenticeship or other training
by any recruitment source, the Contractor shall send written
notification to organizations, such as the above, describing the
openings, screening procedures, and tests to be used in the
selection process.
J. Encourage present minority female employees to recruit other
minority persons and women and, where reasonable, provide after
school, summer, and vacation employment to minority and female
youth both on the site and in other areas of a Contractor1s work
force.
k. Validate all tests and other selection requirements where there is
an obligation to do so under 41 CFR Part 60-3.
I. Conduct, at least annually, an inventory and evaluation, at least of
all minority and female personnel, for promotional opportunities and
encourage these employees to seek or to prepare for, through
appropriate training, etc., such opportunities.
m. Ensure that seniority practices, job classifications, work
assignments, and other personnel practices do not have a
discriminatory effect by continually monitoring all personnel and
employment related activities to ensure that the EEO policy and the
Contractor1s obligations under these Specifications are being
carried out.
n. Ensure that all facilities and company activities are nonsegregated
except that separate or single-user toilet and necessary changing
facilities shall be provided to assure privacy between the sexes.
o. Document and maintain a record of all solicitations of offers for
subcontracts from minority and female construction contractors and
suppliers, including circulation of solicitations to minority and female
contractor associations and other business associations.
p. Conduct a review, at least annually, of all supervisors, adherence to
and performance under the Contractor1s -EEO policies and
affirmative action obligations.
8. Contractors are encouraged to participate in voluntary associations which
assist in fulfilling one or more of their affirmative action obligations (7a
through p). The efforts of a contractor association, joint contractor-union,
contractor-community, or other similar groups of which the Contractor is a
member and participant, may be asserted as fulfilling anyone or more of
its obligations under 7a through p of these Specifications provided that the
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Contractor actively participates in the group, makes every effort to assure
that the group has a positive impact on the employment of minorities and
women in the industry, ensures that the concrete benefits of the program
are reflected in the Contractor1s minority and female work force
participation, makes a good faith effort to meet its individual goals and
timetables, and can provide access to documentation which demonstrates
the effectiveness of actions taken on behalf of the Contractor. The
obligation to comply, however, is the Contractor's and failure of such a
group to fulfill an obligation shall not be a defense for the Contractor's
noncompliance.
9. A single goal for minorities and a separate single goal for women have
been established. The Contractor, however, is required to provide EEO
and to take affirmative action for all minority groups, both male and
female, and all women, both minority and non-minority. Consequently, the
Contractor may be in violation of the executive order if a particular group is
employed in a substantially disparate manner (for example, even though
the Contractor has achieved its goals for women generally, the Contractor
may be in violation of the executive order if a specific minority group of
women is under utilized).
10. The Contractor shall not use the goals and timetables or affirmative action
standards to discriminate against any person because of race, color,
religion, sex, or national origin.
11. The Contractor shall not enter into any subcontract with any person or firm
debarred from government contracts pursuant to Executive Order 11246,
as amended.
12. The Contractor shall carry out such sanctions and penalties for violation of
these Specifications and of the Equal Opportunity Clause, including
suspension, termination, and cancellation of existing subcontracts as may
be imposed or ordered pursuant to Executive Order 11246, as amended,
and its implementing regulations, by the OFCCP. Any contractor who fails
to carry out such sanctions and penalties shall be in violation of these
Specifications and Executive Order 11246, as amended.
13. The Contractor, in fulfilling its obligations under these Specifications, shall
implement specific affirmative action steps, at least as extensive as those
standards prescribed in paragraph 7 of these Specifications, so as to
achieve maximum results from its efforts to ensure equal employment
opportunity. If the Contractor fails to comply with the requirements of the
executive order, the implementing regulations, or these Specifications, the
Director shall proceed in accordance with 41 CFR 60-4.8.
14. The Contractor shall designate a responsible official to monitor all
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employment related activity to ensure that the company EEO policy is
being carried out, to submit reports relating to the provisions hereof as
may be required by the government, and to keep records. Records shall
at least include for each employee, the name, address, telephone number,
construction trade, union affiliation, if any, employee identification number
when assigned, social security number, race, sex, status (e.g., mechanic,
apprentice, trainee, helper, or laborer), dates of changes in status, hours
worked per week in the indicated trade, rate of pay, and locations at which
the work was performed. Records shall be maintained in an easily
understandable and retrievable form; however, to the degree that existing
records satisfy this requirement, contractors shall not be required to
maintain separate records.
15. Nothing herein provided shall be construed as a limitation upon the
application of other laws which establish different standards of compliance
or upon the application of requirements for the hiring of local or other area
residents (e.g., those under the Public Works Employment Act of 1977
and the Community Development Block Grant Program).
B. Contractor Contractual Reauirements. During the performance of this
Contract, the Contractor, for itself, its assignees and successors in interest
(hereinafter referred to as the IIContractorll) agrees as follows:
1. COMPLIANCE WITH REGULATIONS. The Contractor shall comply with
the Regulations relative to nondiscrimination in federally assisted
programs of the Department of Transportation (hereinafter, "DOT") Title
49, Code of Federal Regulations, Part 21, as they may be amended from
time to time (hereinafter referred to as the Regulations), which are herein
incorporated by reference and made a part of this Contract.
2. NONDISCRIMINATION. The Contractor, with regard to the Work
performed by it during the Contract, shall not discriminate on the grounds
of race, color, or national origin in the selection and retention of
subcontractors, including procurements of materials and leases of
equipment. The Contractor shall not participate either directly or indirectly
in the discrimination prohibited by Section 21.5 of the Regulations,
including employment practices when the Contract covers a program set
forth in Appendix 3 of the regulations.
3. SOLICITATIONS FOR SUBCONTRACTS, INCLUDING PROCUREMENT
OF MATERIALS AND EQUIPMENT. In all solicitations either by
competitive bidding or negotiation made by the Contractor for work to be
performed under a subcontract, including procurements of materials or
leases of equipment, each potential subcontractor or supplier shall be
notified by the Contractor of the Contractor1s obligation under this Contract
and the Regulations relative to nondiscrimination on the grounds of race,
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color, or national origin.
4. INFORMATION AND REPORTS. The Contractor shall provide all
information and reports required by the Regulations or Directives issued
pursuant thereto and shall permit access to its books, records, accounts,
other sources of information, and its facilities as may be determined by the
Sponsor or the FAA to be pertinent to ascertain compliance with such
regulations, orders, and instructions. Where any information required of a
Contractor is in the exclusive possession of another who fails or refuses to
furnish this information, the Contractor shall so certify to the Sponsor or
the FAA, as appropriate, and shall set forth what efforts it has made to
obtain the information.
5. SANCTIONS FOR NONCOMPLIANCE. In the event of the Contractor's
noncompliance with the nondiscrimination provisions of this Contract, the
sponsor shall impose such Contract sanctions as it or the FAA may
determine to be appropriate, including, but not limited to:
a. Withholding of payments to the Contractor under the Contract until
the Contractor complies, and/or
b. Cancellation, termination, or suspension of the Contract, in whole
or in part.
6. INCORPORATION OF PROVISIONS. The Contractor shall include the
provisions of Paragraphs 1. through 5. in every subcontract, including
procurements of materials and leases of equipment, unless exempt by the
Regulations or directives issued pursuant thereto. The Contractor shall
take such action with respect to any subcontract or procurement as the
Sponsor or the FAA may direct as a means of enforcing such provisions
including sanctions for noncompliance. Provided, however, that in the
event a Contractor becomes involved in, or is threatened with, litigation
with a subcontractor or supplier as a result of such direction, the
Contractor may request the Sponsor to enter into such litigation to protect
the interests of the Sponsor and, in addition, the Contractor may request
the United States to enter into such litigation to protect the interests of the
United States.
C. ECluaol Emplovment Opportunity Clause. During the performance of this
Contract the Contractor agrees as follows:
1 . The Contractor will not discriminate against any employee or applicant for
employment because of race, color, religion, sex, or national origin. The
Contractor will take affirmative action to insure that applicants are
employed and that employees are treated during employment without
regard to their race, color, religion, sex, or national origin. Such action
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shall include, but not be limited to the following: employment, upgrading,
demotion, or transfer; recruitment or recruitment advertising; layoff or
termination, rates of payor other forms of compensation; and selection for
training, including apprenticeship. The Contractor agrees to post in
conspicuous places available to employees and applicants for
employment, notices to be provided setting forth the provisions of this
nondiscrimination clause.
2. The Contractor will, in all solicitations or advertisements for employees
placed by or on behalf of the Contractor, state that all qualified applicants
will receive consideration for employment without regard to race, color,
religion, sex, or national origin.
3. The Contractor will send, to each labor union or representative of workers
with which he has a collective bargaining agreement or other contract or
understanding, a notice to be provided advising that said labor union or
workers' representatives of the Contractor's commitments under this
section and shall post copies of the notice in conspicuous places available
to employees and applicants for employment.
4. The Contractor will comply with all provisions of Executive Order 11246,
as amended, of September 24, 1965, and of the rules, regulations, and
relevant orders of the Secretary of Labor.
5. The Contractor will furnish all information and reports required by
Executive Order 11246, as amended, of September 24, 1965, and by
rules, regulations, and orders of the Secretary of Labor, or pursuant
thereto, and will permit access to his books, records, and accounts by the
FAA and the Secretary of Labor for purposes of investigation to ascertain
compliance with such rules, regulations and orders.
6. In the event of the Contractor's noncompliance with the nondiscrimination
clauses of this Contract or with any of the said rules, regulations, or
orders, this Contract may be canceled, terminated, or suspended in whole
or in part and the Contractor may be declared ineligible for further
Government contracts or federally assisted construction contracts in
accordance with procedures authorized in Executive Order 11246, as
amended, of September 24, 1965, and such other sanctions may be
imposed and remedies invoked as provided in Executive Order 11246, as
amended, of September 24, 1965, or by rule, regulation, or order of the
Secretary of Labor, or as otherwise provided by law.
7. The Contractor will include the portion of the sentence immediately
preceding paragraph 1. and the provisions of Paragraph 1. through 7. in
every subcontract or purchase order unless exempted by rules,
regulations, or orders of the Secretary of Labor issued pursuant to Section
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204 of Executive Order 11246, as amended, of September 24, 1965, so
that such provisions will be binding upon each subcontractor or vendor.
The Contractor will take such action with respect to any subcontract or
purchase order as the FAA may direct as a means of enforcing such
provisions, including sanctions for noncompliance; provided, however, that
in the event a Contractor becomes involved in, or is threatened with,
litigation with a subcontractor or vendor as a result of such direction by the
FAA, the Contractor may request the United States to enter into such
litigation to protect the interests of the United States.
D. Notice to be Posted. The IIEqual Employment Opportunity is the Lawll poster is
to be posted by the Contractor in a conspicuous place available to employees
and applicants for employment as required by paragraphs 1. and 3. of the EEO
clause. Copies of this poster will be furnished to contractors at the Pre-
Construction Conference.
E. Notice of Requirement for Affirmative Action to Ensure Equal Emplovment
Opportunity (Executive Order 11246. as Amended).
1. The Offerer's or Bidder's attention is called to the IIEqual Opportunity
Clausell and the "Standard Federal Equal Employment Opportunity
Construction Contract Specifications" set forth herein.
2. The goals and timetables for minority and female participation, expressed
in percentage terms for the Contractor's aggregate work force in each
trace on all construction work in the covered area are as follows:
Timetables
Goals for minority
participation for
each trade 30.4 0/0
Goals for Female
participation in
each trade 6.9 0/0
These goals are applicable to all the Contractor1s construction work
(whether or not it is Federal or Federally assisted) performed in the
covered area. If the Contractor performs construction work in a
geographical area located outside of the covered area, it shall apply the
goals established for such geographical area where the work is actually
performed. With regard to this second area, the Contractor also is subject
to the goals for both its Federally involved and nonfederally involved
construction.
The Contractor's compliance with the executive order and the regulations
in 41 CFR Part 60-4 shall be based on its implementation of the Equal
Opportunity Clause, specifications set forth in 41 CFR 60-40.3(a), and its
efforts to meet the goals. The hours of minority and female employment
and training must be substantially uniform throughout the length of the
Contract, and in each trade, and the Contractor shall make a good faith
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effort to employ minority and women evenly on each of its projects. The
transfer of minority or female employees or trainees from contractor to
contractor or from female employees or trainees from contractor to
contractor or from project to project, for the sole purpose of meeting the
Contractor1s goals, shall be a violation of the Contract, the Executive
Order, and the regulations in 41 CFR Part 60-4. Compliance with the
goals will be measured against the total work hours performed.
3. The Contractor shall provide written notification to the Director, OFCCP,
within ten (10) working days of award of any construction subcontract in
excess of $10,000 (Ten Thousand Dollars) at any tier of construction
subcontract in excess of $10,000 (Ten Thousand Dollars) at any tier of
construction work under the Contract resulting from this solicitation. The
notification shall list the name, address, telephone number of the
subcontractor; employer identification number of the subcontractor,
estimated dollar amount of the subcontracts; estimated starting and
completion dates of the subcontract; and the geographical area in which
the subcontract is to be performed.
4. As. used in this notice and in the Contract resulting from this solicitation,
the IIcovered areal! is in Kev West. Monroe County, State of Florida.
F. ReQuired Reports.
1 . Monthly Employment Utilization Reports (SF 257). This Report is to be
prepared on Form CC 257 (Rev. 9-78) and sent to the Area Office,
Federal Contract Compliance Program (OFCCP) that serves the
geographical area in which this project is located. The Report is due by
the fifth day of each month after work has commenced. The Contractor will
be advised further regarding this Report including the address of the
OFCCP Area Office, at the Pre-Construction Conference.
2. Annual EEO-1 Report. Contractors/subcontractors working on Federally-
assisted airport construction projects are required to file with the sponsor
annually, on or before March 31, complete and accurate reports on
Standard Form 100 (Employee Information Report, EEO-1). The first such
report is required within thirty (30) days after award unless the
Contractor/subcontractor has submitted such a report within twelve (12)
months preceding the date of award (the FAA or Department of Labor,
OFCCP can designate other intervals). This form is normally furnished
based on a mailing list, but can be obtained from the Equal Employment
Opportunity Commission (EEOC) - Survey Division, 2401 E. St., NW,
Washington, D.C. 20507 or by calling (703) 756-6020. This report is
required if a Contractor or subcontractor meets all of the following
conditions:
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a. Nonexempt. Contractors/subcontractors are not exempt based on
41 CFR 60-1.5, and
b. Number of Employees. Has fifty (50) or more employees,
c. Contractor/Subcontractor. Is a prime contractor or first tier
subcontractor, and
d. Dollar Level. There is a contract, subcontract, or purchase order
amounting to $50,000 (Fifty Thousand Dollars) or more or serves
as a depository of government funds in any amount, or is a financial
institution which is an issuing and paying agent for U.S. Savings
Bonds and Savings Notes. Some subcontractors below the first tier
who work at the site are required to file if they meet the
requirements of 41 CFR 60-1.7.
3. Records. The FAA or Department of Labor OFCCP may require a
Contractor to keep employment or other records and to furnish, in the form
requested within reasonable limits, such information as necessary.
G. Requirement for Certification of Nonseareaated Facilities.
1 . Notice to Prospective Federally Assisted Construction Contractors.
a. Certification of Nonsegregated Facilities must be submitted prior to
the award of a federally assisted construction contract exceeding
$10,000 (Ten Thousand Dollars) which is not exempt from the
provisions of the equal opportunity clause.
b. Contractors receiving federally assisted construction contract
awards exceeding $10,000 (Ten Thousand Dollars) which are not
exempt from the provisions of the Equal Opportunity Clause will be
required to provide for the forwarding of the following notice to
prospective subcontractors for supplies and construction contracts
where the subcontracts exceed $10,000 (Ten Thousand Dollars)
and are not exempt from the provisions of the Equal Opportunity
Clause.
2. Notice to Prospective Subcontractors of Requirement for Certification of
Nonsegregated Facilities.
a. A Certificate of Nonsegregated Facilities must be submitted prior to
the award of subcontract exceeding $10,000 (Ten Thousand
Dollars) which is not exempt from the provisions of the Equal
Opportunity Clause.
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b. Contractors receiving federally assisted construction contract
awards exceeding $10,000 (Ten Thousand Dollars) which are not
exempt from the provisions of the equal opportunity clause will be
required to provide for the forwarding of the following notice to
prospective subcontractors for supplied and construction contracts
where the subcontracts exceed $10,000 (Ten Thousand Dollars)
and are not exempt from the provisions of the equal opportunity
clause.
NOTE TO THE CONTRACTOR: This Certification is not required here if completed,
signed and furnished to the Owner with the Proposal.
Certification of Non-Segregated Facilities
The Construction Contractor certifies that he does not maintain or provide, for his
employees segregated facilities at any of his establishments and that he does not
permit his employees to perform their services at any location, under his control where
segregated facilities are maintained. The Construction Contractor further certifies that
he will not maintain or provide, for his employees segregated facilities at any of his
establishments and that he will not permit his employees to perform their services at
any location, under his control where segregated facilities are maintained. The
construction contractor agrees that a breach of this certification is a violation of the
equal opportunity clause in this Contract. As used in this certification, the term
"segregated facilities" means any waiting rooms, work areas, restrooms and
washrooms, restaurants and other eating areas, timeclocks, locker rooms and other
storage and dressing areas, parking lots, drinking fountains, recreation or entertainment
areas, transportation, and housing facilities provided for employees which are
segregated by explicit directives or are in fact segregated on the basis of race, color,
religion, or national origin because of habit, local customs, or any other reason. The
Construction Contractor agrees that (except where he has obtained identical
certifications from proposed subcontractors for specific time periods) he will obtain
identical certifications from proposed subcontractors prior to the award of subcontracts
exceeding $10,000 (Ten Thousand Dollars) which are not exempt from the provisions of
the Equal Opportunity Clause and that he will retain such certifications in his files.
Signature of Contractor
Title
120-03 MISCELLANEOUS CONTRACT PROVISIONS
1. Airport Improvement Program Project (AlP). The Work in this Contract
is included in AlP Project Nos. 3-12-0037-033-2007 / 3-12-0037-034-2007
which is being undertaken and accomplished by the Owner in accordance
with the terms and conditions of a grant agreement between the Owner
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and the United States, under the Airport and Airway Improvement Act of
1982 and Part 152 of the Federal Aviation Regulations (14 CFR Part 152),
pursuant to which the United States has agreed to pay a certain
percentage of the costs of the Project that are determined to be allowable
project costs under that Act. The United States is not a party to this
Contract and no reference in this Contract to the FAA or any
representative thereof, or to any rights granted to the FAA or any
representative thereof, or the United States, by the Contract, makes the
United States a party to this Contract.
2. Consent to Assignment. The Contractor shall obtain the prior written
consent of the OWNER to any proposed assignment of any interest in or
part of this Contract.
3. Veterans Preference. In the employment of labor (except in executive,
administrative, and supervisory positions), the Contractor shall give
preference to veterans of the Vietnam era and disabled veterans as
defined in Section 515(c)(1) and (2) of the Airport and Airway
Improvement Act of 1982.
4. FAA Inspection and Review. The Contractor shall allow any authorized
representative of the FAA to inspect and review any work or materials
used in the performance of this Contract.
5. Foreign Trade Restrictions. The Contractor or subcontractors, by
submission of an offer and/or execution of a Contract, certifies that it:
a. is not owned or controlled by one or more citizens or nationals of a
foreign country included in the list of countries that discriminates
against U.S. firms published by the Office of the United States
Trade Representative (USTR);
b. has not knowingly entered into any Contract or subcontract for this
project with a Contractor that is a citizen or national of a foreign
country on said list, or is owned or controlled directly or indirectly by
one or more citizens or nationals of a foreign country on said list.
c. has not procured any product nor subcontracted for the supply of
any product for use on the Project that is produced in a foreign
country on said list.
Unless the restrictions of this clause are waived by the Secretary of
Transportation in accordance with 49 CFR 30.17, no Contract shall be
awarded to a contractor or subcontractor who is unable to certify to the
above. If the Contractor knowingly procures or subcontracts for the supply
of any product or service of a foreign country on the said list for use on the
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Project, the FAA may direct, through the Sponsor, cancellation of the
Contract at no cost to ,the Government.
Further, the Contractor agrees that, if awarded a Contract resulting from
this solicitation, it will incorporate this provision for certification without
modification in each Contract and in all lower tier subcontracts. The
Contractor may rely upon the certification of a prospective subcontractor
unless it has knowledge that the certification is erroneous.
The Contractor shall provide immediate written notice to the Sponsor if the
Contractor learns that its certification or that of a subcontractor was
erroneous when submitted or has become erroneous by reason of
changed circumstances. The subcontractor agrees to provide immediate
written notice to the Contractor, if at any time it learns that its certification
was erroneous by reason of changed circumstances.
This certification is a material representation of fact upon which reliance
was placed when making the award. If it is later determined that the
Contractor or subcontractor knowingly rendered an erroneous certification,
the FAA may direct, through the Sponsor, cancellation of the Contract or
subcontract for default at no cost to the Government.
Nothing contained in the foregoing shall be construed to require
establishment of a system of records in order to render, in good faith, the
certification required by this provision. The knowledge and information of
a Contractor is not required to exceed that which is normally possessed by
a prudent person in the ordinary course of business dealings.
This certification concerns a matter within the jurisdiction of an agency of
the United States of America and the making of a false, fictitious, or
fraudulent certification may render the maker subject to prosecution under
Title 18, United States Code, Section 1001.
6. Subcontracts. The Contractor shall insure in each of his subcontracts
the provisions contained in Paragraphs A., C., and D. of this section and
also a clause requiring the subcontractors to include these provisions in
any lower tier subcontractors which they may enter into, together with a
clause requiring this insertion in any further subcontracts that may in turn
be made.
7. Clean Air and Water Pollution Control Requirements for All
Construction Contracts and Subcontracts Exceeding $100,000 (One
Hundred Thousand Dollars).
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Contractors agree:
a. That any facility to be used in the performance of the Contract or to
benefit from the Contract is not listed on the Environmental
Protection Agency (EPA) List of Violating Facilities.
b. To comply with all the requirements of Section 114 of the Clean Air
Act and Section 308 of the Federal Water Pollution Control Act and
all regulations issued thereunder.
c. That as a condition for award of a Contract, they will notify the
awarding official of the receipt of any communication from the EPA
indicating that a facility to be utilized for performance of or benefit
from the Contract is under consideration to be listed on the EPA
List of Violating Facilities.
d. To include in any subcontract which exceeds $100,000 (One
Hundred Thousand Dollars), the requirements of (a), (b), and (c)
above.
STANDARD CLAUSE FOR SOLICITATIONS. CONTRACTS. AND SUBCONTRACTS
REQUIRED FOR 49 CFR PART 29
Certification Regarding debarment, Suspension, ineligibility, and voluntary Exclusion:
The Bidder/Offeror certifies, by submission of this proposal or acceptance of this
Contract, that neither it nor its principals is presently debarred, suspended,
proposed for debarment, declared ineligible, or voluntarily excluded for
participation in this transaction by any Federal department or agency. It further
agrees by submitting this proposal that it will include this clause without
modification in all lower tier transactions, solicitations, proposals, contracts and
subcontracts. Where the Bidder/Offer/Contractor or any lower tier participant is
unable to certify to this statement, it shall attach an explanation to this
sol icitation/p roposal.
END OF SECTION 120
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SECTION 130
SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION
The Contractor shall comply with the Department of Labor Safety and Health
Regulations for construction promulgated under the Occupational Safety and Health Act
of 1970 (PL91-596) and under Section 107 of the Contract Work Hours and Safety
Standards Act (PL91-54).
The Contractor alone shall be responsible for the safety, efficiency and adequacy of his
plant, appliances and methods of construction and for any damages which may result
from their failure or their improper construction, maintenance or operations.
The Contractor will be required to comply with the latest edition of Advisory Circular No.
150/5370-2E "Operational Safety on Airports During Construction". In addition, the
Contractor will be required to comply with all Safety and Security Requirements
stipulated in the Contractor's Safety and Security Requirements stated on Plans.
END OF SECTION 130
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SECTION 140
GENERAL INSURANCE REQUIREMENTS FOR
CONTRACTORS AND SUBCONTRACTORS
Prior to the commencement of work governed by this contract (including the pre-staging
of personnel and material), the Contractor shall obtain, at his/her own expense,
insurance as specified in the attached schedules, which are made part of this contract.
The Contractor will also ensure that the insurance obtained will extend protection to all
subcontractors engaged by the Contractor. As an alternative, the Contractor may
require all subcontractors to obtain insurance consistent with the attached schedules.
The Contractor will not be permitted to commence work governed by this contract
(including pre-staging of personnel and material) until satisfactory evidence of the
required insurance has been furnished to the County as specified below. Delays in the
commencement of work resulting from the failure of the Contractor to provide
satisfactory evidence of the required insurance shall not extend deadlines specified in
this contract and any penalties and failure to perform assessments shall be imposed as
if the work commenced on the specified date and time, except for the Contractor's
failure to provide satisfactory evidence.
The Contractor shall maintain the required insurance throughout the entire term of this
contract and any extensions specified in any attached schedules. Failure to comply
with this provision may result in the immediate suspension of all work until the required
insurance has been reinstated or replaced. Delays in the completion of the work
resulting from the failure of the Contractor to maintain the required insurance shall not
extend deadlines specified in this contract and any penalties and failure to perform
assessments shall be imposed as if the work had not been suspended, except for the
Contractor's failure to maintain the required insurance.
The Contractor shall provide to the County as satisfactory evidence of the required
insurance either:
Certificate of Insurance, or
A certified copy of the actual insurance policy.
The County, at its sole option, has the right to request a certified copy of any or all
insurance policies required by this contract.
All insurance policies must specify that they are not subject to cancellation, non-
renewal, material change or reduction in coverage unless a minimum of thirty (30) days'
prior notification is given to the County by the insurer.
The acceptance and/or approval of the Contractor's insurance shall not be construed as
relieving the Contractor from any liability or obligation assumed under this contract or
imposed by law.
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The Monroe County Board of County Commissioners, its employees and officials will be
included as "Additional Insureds" on all policies, except for Workers' Compensation.
In addition, the County will be named as an Additional Insured and Loss Payee on all
policies covering County-owned property.
Any deviations from these General Insurance Requirements must be requested in
writing on the County prepared form entitled "Request for Waiver of Insurance
Requirements" and approved by Monroe County's Risk Manager.
To assist in the development of your proposal, the insurance coverages marked with an
"X" will be required in the event an award is made to your firm. Please review this form
with your insurance agent and have him sign it in the place provided. It is also required
that the bidder sign the form and submit it with each proposal.
WORKERS' COMPENSATION & EMPLOYER'S LIABILITY
Workers' Compensation Statutory Limits
WC1 Employer's Liability $1 00,000/$500,000/$1 00,000
WC2 Employer's Liability $500,000/$500,000/$500,000
WC3 X Employer's Liability $1 ,000,000/$1 ,000,000/$1,000,000
WCUSLH U.S. Longshoremen & Harbor
Workers Act Same as Employer's Liability
WCJA Federal Jones Act Same as Employer's Liability
GENERAL LIABILITY
As a minimum, the required general liability coverages will include:
_ Premises Operations - Products and Completed Operations
_ Blanket Contractual - Personal injury
- Expanded Definition of Property Damage
Required Limits:
GL1 $100,000/person; $300,000/occurrence
$ 50,000 property damage or
$300,000 combined single limit
GL2 $250,OOO/person; $500,OOO/occurrence
$ 50,000 property damage or
$500,000 combined single limit
111-1 02
$ 500,OOO/person; $1 ,OOO,OOO/occurrence
GL3 $ 100,000 property damage or
$1 ,000,000 combined single limit
GL4 X $5,000,000 combined single limited
Required Endorsement:
GLXCU
GLLIQ
Underground, Explosion & Collapse (XCU)
Liquor Liability
All endorsements are required to have the same limits as the basic policy.
VEHICLE LIABILITY
As a minimum, coverage should extend to liability for:
- Owned, Non-owned and hired vehicles
Required Limits:
VLI $ 50,OOO/person; $100,000/occurrence
$ 25,000 property damage or
$100,000 combined single limit
VL2 $100,000/person; $300,000/occurrence
$ 50,000 property damage or
$300,000 combined single limit
VL3 $ 500,000/person; $1 ,OOO,OOO/occurrence
$ 100,000 property damage or
$1 ,000,000 combined single limit
VL4 X $5,000,000 combined single limit
111-1 03
MISCELLANEOUS COVERAGES
BR1 Builders' Risk Limits Equal to the risk completed project
BR2 Builders' Risk Limits Equal to the risk completed project
MVC Motor Truck Cargo Limits Equal to the max. value of anyone shipment
PR01 Professional Liability $250, OOO/occu rrence
PR02 $500,OOO/occurrence
PR03 $1,000,00O/occurrence
POL1 Pollution Liability $500, OOO/occu rrence
POl2 $1,000,000/occurrence
POl3 $5,000,000/occurrence
ED1 Employee $10,000
ED2 Dishonesty $100,000
GK1 Garage $300,000 ($25,000/vehicle)
GK2 Keepers $500,000 ($100,000/vehicle)
GK3 $1 ,000,000 ($250,000/vehicle)
MED1 Medical $500,000/$1 ,000,000 Agg.
MED2 Professional $1 ,000,000/$3,000,000 Agg.
MED3 $5,000,000/$10,000,000 Agg.
IF Installation Floater Max. Value of Equip. Installed
VLP1 Hazardous $300,000 (Requires MCS-90)
VLP2 Cargo $500,000 (Requires MCS-90)
VLP3 Transporter $1 ,000,000 (Requires MCS-90)
Bll Bailee Liability Max. value of property
HKL1 Hangarkeepers' Liability $300,000
HKl2 $500,000
HKL3 $1,000,000
AIR1 Aircraft Liability $25,000,000
AIR2 $1,000,000
AIR3 $1,000,000
AE01 Architects' Errors & Omissions $250 ,000/occurrence/$500, 000 Agg.
AE02 $500,000/occurrence/$1 ,000,000 Agg.
AE03 $1 ,000,000/occurrence/$3,000,OOO Agg.
111-1 04
INSURANCE AGENT'S STATEMENT
I have reviewed the above requirements with the bidder named below. The following
deductlbles apply to the correspondIng policy:
POLICY
~ctl){~rc-fal.~~/ l/p,b..-;.1x
'Wo r KPlrS (!.~h1 ~I ~
Llablllty policies are:
~ Ocourrence
1~~5 ~u~lofJ41/ ~~
Insuranoe Agency
DEDUCTIBLES
-t :L1'Scro
~ ~ OdO
o Claims Ma~
~. /:I
. ~
BIDDER'S STATEMENT
) understand the Insurance that will be mandatory If awarded the contract and will
comply In full with all the requlrements.
Quality Enterprises USA, Inc.
Bidder
Sign ture Paul J. Moriarty, Vice President
111-105
WORKERS' COMPENSATION
INSURANCE REQUIREMENTS
FOR
CONTRACT
BETWEEN
MONROE COUNTY, FLORIDA
AND
Prior to the commencement of work governed by this contract, the Contractor shall obtain
Workers' Compensation Insurance with limits sufficient to respond to the applicable state's
statutes.
In addition, the Contractor shall obtain Employers' Liability Insurance with limits of not less than:
$1 ,000,000 Bodily Injury by Accident
$1 ,000,000 Bodily Injury by Disease, policy limits
$1 ,000,000 Bodily Injury by Disease, each employee
Coverage shall be maintained throughout the entire term of the contract.
Coverage shall be provided by a company or companies authorized to transact business in the
state of Florida and the company or companies must maintain a minimum rating of A-V1 as
assigned by the A.M. Best Company.
If the Contractor has been approved by the Florida Department of Labor as an authorized self-
insurer, the County shall recognize and honor the Contractor's status. The Contractor mayl be
required to submit a Letter of Authorization issued by the Department of Labor and a Certificate
of Insurance providing~etails on the Contractor's Excess Insurance Program.
If the Contractor participates in a self-insurance fund, a Certificate of Insurance will be required.
In addition, the Contractor may be required to submit updated financial statements from the fund
upon request from the County.
111-106
GENERAL LIABILITY
INSURANCE REQUIREMENTS
FOR
CONTRACT
BETWEEN
MONROE COUNTY, FLORIDA
AND
Prior to the commencement of work governed by this contract, the Contractor shall obtain
General Liability Insurance. Coverage shall be maintained throughout the life of the contract
and include, as a minimum:
- Premises Operations
- Products and Completed Operations
- Blanket Contractual Liability
- Personal Injury Liability
- Expanded Definition of Property Damage
The minimum limits acceptable shall be:
$5,000,000 Combined Single Limit (CSL)
If split limits are provided, the minimum limits acceptable shall be:
$1 ,000,000 per person
$5,000,000 per occurrence
$ 100,000 property damage
An Occurrence Form policy is preferred. If coverage is provided on a Claims Made policy, its
provisions should include coverage for claims filed on or after the effective date of this contract.
In addition, the period for which claims may be reported should extend for a minimum of twelve
(12) m.onths following the acceptance of work by the County.
The Monroe County Board of County Commissioners shall be named as Additional Insured on
all policies issued to satisfy the above requirements.
111-107
VEHICLE LIABILITY
INSURANCE REQUIREMENTS
FOR
CONTRACT
BETWEEN
MONROE COUNTY, FLORIDA
AND
Recognizing that the work governed by this contract requires the use of vehicles, the
Contractor, prior to the commencement of work shall obtain Vehicle Liability Insurance.
Coverage shall be maintained throughout the life of the contract and include, as a minimum,
liability coverage for:
· Owned, Non-Owned and Hired Vehicles
The minimum limits acceptable shall be:
$5,000,000 Combined Single Limit (CSL)
If split limits are provided, the minimum limits acceptable shall" be:
$1 ,000,000 per person
$5,000,000 per occurrence
$ 100,000 property damage
The Monroe County Board of County Commissioners shall be named as Additional Insured on
all policies issued to satisfy the above requirements.
111-108
150.01
150.02
SECTION 150
DISADVANTAGED BUSINESS ENTERPRISE PROGRAM
DEFINITIONS OF TERMS
The terms used in this program have the meaning defined in 49 CFR
Section 26.5.
OBJECTIVES/POLICY STATEMENT (Sub-section 26.1,26.23)
The County has established a Disadvantaged Business Enterprise (DBE)
program in accordance with regulations of the U.S. Department of
Transportation (DOT), 49 CFR Part 26. The County has received Federal
financial assistance from the Department of Transportation, and as a
condition of receiving this assistance, the County has signed an
assurance that it will comply with 49 CFR Part 26.
It is the policy of the County to ensure that DBEs, as defined in part 26,
have an equal opportunity to receive and participate in DOT-assisted
contracts. It is also their -
To ensure nondiscrimination in the award and administration of
DOT assisted contracts;
To create a level playing field on which DBEs can compete fairly for
DOT assisted contracts;
To ensure that the DBE Program is narrowly tailored in accordance
with applicable law;
To ensure that only firms that fully meet 49 CFR Part 26 eligibility
standards are permitted to participate as DBEs;
To help remove barriers to the participation of DBEs in DOT
assisted contracts; and
To assist the development of firms that can complete successfully
in the market place outside the DBE Program.
The Airport Manager has been delegated as the DBE Liaison Officer. In
that capacity, the Airport Manager is responsible for implementing all
aspects of the DBE program. Implementation of the DBE program is
accorded the same priority as compliance with all other legal obligations
incurred by the County in its financial assistance agreements with the
Department of Transportation.
111-109
150.03
150.04
150.05
NON-DISCRIMINATION (Section 26.7)
The County will never exclude any person from participation in, deny any
person the benefits of, or otherwise discriminate against anyone in
connection with the award and performance of any contract covered by 49
CFR Part 26 on the basis of race, color, sex, or national origin.
In administering its DBE program, the County will not, directly or through
contractual or other arrangements, use criteria or methods of
administration that have the effect of defeating or substantially impairing
accomplishment of the objectives of the DBE program with respect to
individuals of a particular race, color, sex, or national origin.
DBE PROGRAM UPDATES (Section 26.21)
We will continue to carry out this program until all funds from DOT
financial assistance have been expended. We will provide to DOT updates
representing significant changes in the program.
FEDERAL FINANCIAL ASSISTANCE AGREEMENT ASSURANCE
(Section 26.13)
The County has signed the following assurance, applicable to all DOT-
assisted contracts and their administration:
The County shall not discriminate on the basis of race, color,
national origin, or sex in the award and performance of any DOT
assisted contract or in the administration of its DBE Program or the
requirements of 49 CFR part 26. The recipient shall take all
necessary and reasonable steps under 49 CFR part 26 to ensure
nondiscrimination in the award and administration of DOT assisted
contracts. The recipient's DBE Program, as required by 49 CFR
part 26 and as approved by DOT, is incorporated by reference in
this agreem~nt.
Implementation of this program is a legal obligation and failure to
carry out its terms shall be treated as a violation of this agreement.
Upon notification to the County of its failure to carry out its
approved program, the Department may impose sanctions as
provided for under part 26 and may, in appropriate cases, refer the
matter for enforcement under 18 U.S.C. 1001 and/or the Program
Fraud Civil Remedies Act of 1986 (31 US.C. 3801 et seq.)
111-110
150.06
150-07
REQUIRED CONTRACT CLAUSES (Sub-section 26.13, 26.29)
Contract Assurance
We will ensure that the following clause is placed in every DOT-assisted
contract and subcontract:
The contractor or subcontractor shall not discriminate on the basis
of race, color, national origin, or sex in the performance of this
contract. The contractor shall carry out applicable requirements of
49 CFR part 26 in the award and administration of DOT-assisted
contracts. Failure by the contractor to carry out these requirements
is a material breach of this contract, which may result in the
termination of this contract or such other remedy as the recipient
deems appropriate.
Prompt Payment
We will include the following clause in each DOT-assisted prime contract:
The prime contractor agrees to pay each subcontractor under this
prime contract no later than thirty (30) days from the receipt of each
payment the prime contractor receives from the County. The prime
contractor agrees further to return retainage payments to each
subcontractor within thirty (30) days after the subcontractor's work
is satisfactorily completed. Any delay or postponement of payment
from the above referenced time frame may occur only for good
cause following written approval of the County. This clause applies
to both DBE and non-DBE subcontractors.
OTHER CONTRACT PROVISIONS
1 . Bidders List
If the recipient's DBE program provides for collecting information for
a bidders list by using a contract clause, the recipient should devise
an appropriate clause and include it in each DOT-assisted contract.
DOT's "Sample DBE Program" interpreting 49 CFR Section 26.11
lists various methods by which a recipient can collect information
for a bidders list. Use of a contract clause is one such method.
Recipients that choose to use another method would not include
such a clause in their DOT-assisted contracts.
111-111
2. Good faith efforts
In accordance with 49 CFR Section 26.51, the recipient must meet the
maximum feasible portion of their overall goal through race-neutral means
of facilitating OBE participation. The recipient is not required to set a
contract goal on every DOT-assisted contract, but must set contract goals
that will cumulatively result in meeting any portion of the overall goal the
recipient does not project meeting through the use of race-neutral means.
Contract goals may be established only on those DOT-assisted contracts
having sub-contracting possibilities.
When a contract goal is established pursuant to the recipient's DB"E
program, the sample bid specification set forth below can be used to notify
bidders/offerors of the requirements to make good faith efforts. The forms
that follow the specification can be used to collect information necessary
to determine whether the bidder/offeror has satisfied these requirements.
The sample specification is intended for use in both nonconstruction and
construction contracts for which a contract goal has been established.
Thus, it can be included in invitations for bid for construction, in requests
for architectural/engineering and other professional services, and in other
covered solicitation documents.
The requirements of 49 CFR Part 26, Regulations of the U.S.
Department of Transportation, apply to this contract. It is the policy
of the County to practice nondiscrimination based on race, color,
sex, or national origin in the award or performance of this contract.
All firms qualifying under this solicitation are encouraged to submit
bids/proposals. Award of this contract will be conditioned upon
satisfying the requirements of this bid specification. These
requirements apply to all bidders/offerors, including those who
qualify as a DBE. The bidder/offeror shall make good faith efforts,
as defined in Appendix A, 49 CFR Part 26 (Attachment 1), to meet
the contract goal for DBE participation in the performance of this
contract.
The bidder/offeror will be required to submit the following
information: (1) the names and addresses of DBE firms that will
participate in the contract; (2) a description of the work that each
DB"E firm will perform; (3) the dollar amount of the participation of
each DBE firm participating; (4) written documentation of the
bidder/offeror's commitment to use a DBE subcontractor whose
participation it submits to meet the contract goal; (5) written
confirmation from the DBE that it is participating in the contract as
provided in the commitment made under (4) and (5) if the contract
goal is not met, evidence of good faith efforts.
111-112
DBE participation in this contract may be in form of a prime
contract, subcontract, joint venture, or another arrangement that
qualifies under 49 CFR Sections 26.55, "How is OBE participation
counted toward goals?" or 26.53(g), both of which are included as
Attachment 2.
111-113
ATTACHMENT 1
DISADVANTAGED BUSINESS ENTERPRISE (DBE)
UTiliZATION
The undersigned bidder/offeror has satisfied the requirements of the bid specification in
the following manner (please chec~ the appropriate space):
x The bidder/offeror is committed to a minimum of 12. 20 % DBE
utilization on this contract.
The bidder/offeror (if unable to meet the DBE goal of 0/0) is
commited to a minimum of % DBE utilization on this contract and submits
documentation demonstrating good faith efforts.
Name of bidder/offeror's firm: Quality Enterprises USA, rnc.
CBCA57231, CUC057398
By
~-
Vice President
Title
Signature
Paul J. Moriarty
111-114
AlTACHMENT 2
LETTER OF INTENT
Name of bldder/offerorls firm: Quality. Enterprises US~, rue f
Address: 3894 Mannix Drive, Suite 216
City: Naples State: FL Zip: 34114- 5406
Name of DBE f1rm:~l\\I' VOrl menwJ Q~>l.b \f\.C I
Address: '2l '2- US. '.hcf V'4L"l.t.~~J 1 ~Lt ft. ( 9
City: ~ u.t,)+t"'_r _ r f . . State: ('L Zip: .334 ~(1
TelePhone:~~I) ~ t S · {p 7 "1~
The bidder/offeror Is committed to utilizing the above-named DBE firm for the work
described above. The estimated dollar value of this work Is $__' SiP I O~ 0 f 0 0
Affirmation
The above..named DBE firm affirms that It will perfopn the portion of the contract for the
estimated dollar values as stated above. // .
B~"l{W V1U,wv"~/ ~(t)-Ttlit~ r;{dl/o~
(Signature) { ,,- ( tIe)
If the bidder/offeror dOGS not receive award of the prhne contract>> any and all
representations In this Letter of Intent and AffirmatIon shall be null and void.
(SubmIt this page for each DBE subcontractor.)
111-115
ATTACHMENT 2
LETTER OF INTENT
Name of bidder/offeror's firm: Quality' Enterprises US~, Inc.
Address: 3894 Mannix Drive, Suite 216
City: Na1>les State: FL Zip: 34114-5406
Nama of bBE firm: R c 0..,& R 1I- f\ V\ er N\{)..( (( "15 1 :.en c..
Address: ;.L \ i D ,) lH'\. V\~ do...U- B \ u d) oS U I te C
oity: C~y- wCJ-k..f- State: H- Zip: "2:> 31 &:5
Telephone: 7 ;).. 1, 4 Lf 7- 3(0 I S
Desoriptlon of work to be performed by DBE firm:
(,) iJ..... I.' t'Jo.1s&nAno,J
( Ja. ) ;J. ("I.D · $., ;:r~..1 1111 il~7 (~J~.IS c:J";,,s) ,;),'~' 1).J/..4,~
i3,rA4S ./ , "n. A p'"),,~,.t;w R... 7J
(.i) f)....kl. ~.z. a,.,I,~ ,?J..ui ~t.Ir (rlo iaJJ"JltfJ ilr.us)
The bidder/offeror Is committed to utilizing the above-named DBE firm for the work
described above. The estimated dollar value of this work Is $ J ~ 7 I 18' 0 , D 0
Affirmation
The above..named DBE firm affirms that It will perform the portIon of the contract for the
estimated dollar values. as stated above.
By tf.t.~ u. fJ~
(Signature )
Pr12S. d ~.
(Title)
If the bIdder/offeror does not receive award of the prime contract, any and all
representations In this Letter of Intent and Affirmation shall be null and void.
(Submit this page for each DBE subcontractor4)
3. DBE Compliance
The contractor will be required to submit the following forms as part of their DBE
contract compliance;
A. Proposed DBE Utilization Form within seven days of the preconstruction
conference.
B. DBE Identification Form within seven days of the preconstruction
conference. A separate form should be completed for each DBE firm.
c. DBE Payment Certification Form for each DBE firm that is working as a
subcontractor should be submitted with each pay request. Page 1 of
these forms is due by the 10th of each month and must be signed and
notarized both by the contractor and the DBE firm. Page 2 should be
submitted when final payment has been made to the DBE firm.
D. DBE Expenditure Report Form for each DBE firm that is working as a
subcontractor should be submitted with each pay request.
F. Final Report Utilization of Disadvantaged Business Enterprises
(DBEs) Form with the final pay request.
111-116
Page! i of 2
Key West International & Florida Keys Marathon Airports
DBE Program
PROPOSED DBE UTILIZATION
DISADVANTAGED BUSINESS ENTERPRISE (DnE) PARTICIPATION
(IlIIS FORM MUST BE RJLL Y COMPLETED FOR EACH PROPOSED DBE CONTRAcroR/SUBCONTRACfOR
AND SUBMITTED NO LATER THAN 7 DAYS FROM THE. PRECONsmUCfION CONFERENCE TO TIlE ENGINEER)
PROJECT NAME:
AIRPORT NAME:
AlP PROJECT NUMBER:
PRIME CONTRACTOR:
ADDRESS:
CONTACT NAME:
TEUFAX/EMAIL:
DDE GOAL FOR PROJECT:
IDENTIFICA TION OF DBE FIRMS TO PARTICIPATE IN CONTRACT
(PROVIDE FOR EACI-l DnE FIRM INTENDED TO PERFORM IN CONTRACT):
1.
NAME OF DBE FIRM:
ESTIMATED PARTICIPATION $
ESTIMATED PERCENT AGE OF TOTAL PROJECT:
OVERVIEW OF WORK TO BE PERFORMED:
%
2.
NAME OF DBE FIRM:
ESTIMATED PARTICIPATION $
ESTIMATED PERCENT AGE OF TOTAL PROJECT:
OVERVIEW OF WORK TO BE PERFORMED:
%
3.
NAME OF DBE FIRM:
ESTIMATED PAH.TICIPATION $
ESTIMATED PERCENTAGE OF TOTAL PROJECT:
OVERVIEW OF WORK TO BE PERFORMED:
%
4.
NAME OF DBE FIRM:
ESTIMATED PARTICIPATION $
ESTIMATED PERCENTAGE OF TOTAL PROJECr:
0/0
OVER VIEW OF WORK TO BE PERFORMED:
PROroSEO DUE mll.t1-A nON I:ORM
111-117
P:\ge 2 of 2
Key West International & Florida Keys Marathon Airports
DBE Program
PROPOSED DBE UTILIZATION
DISADVANTAGED BUSINESS ENTERPRISE (DBE) PARTICIPATION
SUMMARY OF PROPOSED DBE UTILIZATION FOR PROJECT:
ESTIMATED PARTICIPATION $
TOTAL DOLLAR VALUE OF ALL DUE ARMS
ESTIl\1A TED PERCENTAGE OF TOTAL PROJECT: 0/0
PERCENTAGE OF DBE PARTICIPATIONI CONTflACT AMOUNT
The undersigned certifies the intent of the Prime Contractor to enter into a contract with the DBE Contractor/Subcontractor to
provide the above referenced work associated with this project.
Name of PriJne Contractor
Signature
Date
Print Name/Title:
NOTES:
1) THIS FORl\1IS DUE NO LATER THAN 7 DA YS FRO~1 THg "RECONSTRUCTION CONFERENCE
2) DISTRIBUTION: ORIGNAL AND 1 COpy TO ENGINEI~R
3) A ODE IDENTII?ICATION (('ORM MUST HE SUBMITTED FOR ALL PROPOSED nnE..~
PROrosuo DOli lTTlUZA 110N r{)RM
111-118
Page- l of 2
Key West International & Florida Keys Marathon Airports
DBE Program
DDE IDENTIFICATION FORM
DISADVANTAGED nUSINESS ENTERPRISE (DBE) PARTICIPATION
(THIS FORM MUST BE FULLY COMPLETED FOR EACH PROPOSED DUE CONTRACTORlSUBCONTRAcroR
AND SUBMITTED NO LATER mAN 7 DAYS FROM THE PRECONSTRUCfION CONFERENCE TO THE ENGINEER)
PROJECT NAME:
AIRPORT NAME:
AlP PROJECT NUMBER:
PRIME CONTRACTOR:
ADDRESS:
CONTACT NAl\1E:
TEUFAXlEMA IL:
DBE GOAL FOR PROJECT:
IDENTIFICA TION OF DBE FIRMS TO PARTICIPATE IN CONTRACT
(PROVIDE FOR EACll DBE FIRM INTENDED TO PERFORM IN CONTRACT)
NAJ\.1E OF DBE FIRM:
ADDRESS:
CONT ACI' NAME:
TBUFAXlEMAIL:
NAME OF AGENCY WHERE CERTIFIED:
CERTIFICATE NUMBER:
EXPIRA TION DATE OF DBE CERTIFICATE:
IS COPY OF DBE CERTIFICATE AITACHED HERETO?
ESTIMATED PARTICIPATION BY THIS DBB CONTRACTOR AT INITlAUORIGINAL BID:
1) W AS THIS DBB CONTRACTOR INCLUDED IN INITIAL BID OF PRIME CONTRACTOR?
IF ANSWER IS NO, PRUvlE CONTRACfOR MUST PROVIDE. SUBSTITUTION LEITER TO EXPLAIN REASONS
FOR REMOVAL OF OTHER DBE CONTRACTOR AND/OR ADDITION OF TIllS OBE CONTRACTOR
2) ESTIMATED PARTICIPATION AT INITIAL BID $
3) ESTIMATED PERCENTAGE OF TOTAL PROJECr FOR THIS DBE CONTRACTOR: %
4) DETAIL SPECIFIC WORK TO BE PERFORMED:
ESTIMATED PARTICIPATION BY THIS DEE CONTRACfOR AT PRECONSTRUCTION CONFERENCE:
1) ESTIMATED PARTICIPATION AT PRECONSTRUCTlON CONFERENCE $
2) ESTIMATED PERCENTAGE OF TOTAL PROJECT FOR THIS DBE CONTRACTOR:_____-'----__ %
3) DETAIL SPECIFIC WORK TO BE PERFORMED:
Phc IDfiNTIACA nON r-ORM
111-119
l\ll;.c 2 lj1 2
Key West International & Florida Keys Marathon Airports
DBE Program
onE IDENTIFICATION FORr,,1
DISAOV ANTAGEO BUSINES'S ENTERPRISE (DBE) PARTICIPATION
The undersigned certifies the intent of the Prime Contractor to enter into a contract with the DBE Contractor/Subcontractor to
provide the above referenced work associated with this project.
Name of Prime Contractor
Signature
Date
Print Nameffitle:
DBE Contractor/Subcontractor
Signature
Date
Print Namcffitle:
NOTES:
1) THIS FORM IS DUE NO LATER THAN 7 DAYS FROM THE PRECONSTRUCTION CONFERENCI.~
2) DISTRIBUTION: ORIGNAL AND 1 COpy 1'0 ENGINEER
3) A OnE IDENTIFICATION FORM MUST BESUDMI1lED FOR ALL PROPOSED DRES IDENTlF'lED
ON TI-IE PROI)QSED nng UTIL[ZAT[ONFOI~M
onli IDEI'fI1ACATION r-ORM
111-120
Page lof2
Key West International & Florida Keys Marathon Airports
DBE Program
DDE PA YMENT CERTIFICATION
DiSADVANTAGED BUSINESS ENTERPRiSE fDBE) PARTiCiPATiON
THIS IS TO CERTIFY THAT
(DBE CONTRACTOR)
RECEIVED (MONTHLY) OR (FINAL) PROGRESS PA YMENT OF $
(circle one)
ON FROM
(DA TE)
(PRIME CONTRACTOR)
FOR LABOR AND/OR MATERIALS USED ON:
PROJECT NAME:
AIRPORT:
AIRPORT PROJECT NO.:
SIGNED n Y OFFICAL OF:
PRIMB CONTRACTOR
TITLE
NOTARIZED:
PERSONALL Y KNOWN TO ME
DRIVERtS LICENSE NO.
OTHER IDBNm<'ICATION
SWORN TO AND SUBSCRIBED BEFORE ME THIS
DA Y OF
20_
NOTARY PUBLIC
COMMISSION EXPIRES
TOTAL PAID TO THIS DnE THIS MONTH: $
TOTAL PREVIOUSLY PAID TO TIiIS DBE: $
TOTAL PAID TO THIS DBE TO DATE: $
SIGNED BY OFFICAL OF:
DBE CONTRAcrOR
TITLE
NOTARIZED:
PERSONALL Y KNOWN TO ME
DRIVER'S LICENSE NO.
OTHER IDENTIFICATION
SWORN TO AND SUBSCRIBED BEFORE ME THIS
DA Y OF
20_
NOTARY PUBLIC
COMMISSION EXPIRES
NOTES:
1) PAGE 1 OF FonM DUE 8Y THE 10TH OF EACH MONTH AFTER DnE STARTS WORK \VHETHER
PA YMgNT IS MADE BY PRIMg CONTRACTOR OR NOT
2) DISTRIBUTION: ORIGINAL AND 1 COpy TO ENGINI~ER
3) PAGE I OF THIS FORM IS TO BE PROVIDED UNTIL FINAL PA YMENT HAS BEEN MADE TO THIS DUE
CONTRACTOR INCLUDING ANY I)A YMENT OF ANY RIITAINAGE
4) INCLUDE PAGE 2 ONLY UPON FINAL.PUOGRESS PA YMENT TO THIS DUE CONTRACTOR
ODE PAYMENT CERTIflCA 1l0N'r<lkM
.,~
111-121
Page 20f2
Key West International & Florida Keys Maratholl L\.irports
DBE Prograll1
DnE PA YMENT CERTIFICATION
DISADVANTAGED BUSINESS ENTERPRISE (DDE) PARTICIPATION
TOTAL OF ALL PROGRESS PAYMENTS: $
REITAINAGE WITH-HELD: $
BOND 'VIT[-IELD: $
PROJECT SUMMARY
ESTIMATED PARTICIPATION BY THIS DBE CONTRACTOR AT INITIAL BID:
1) ESTIMATED PARTICIPATION BY THIS DBE CONTRACTOR AT INITIAL BID
2) ESTIMATED PERCENTAGE OF TOTAL PROJECT FOR THIS DBE CONTRACTOR:
$
%
ACTUAL PARTICIPATION BY TillS DBE CONTRACTOR AT FINAL CONTRACT CLOSEOUT:
3) ACTUAL PARTICIPATION BY THIS DBECONTRACTOR: $
4) ACTUAL PERCENTAGE OF FINAL CONTRACT AMOUNT FOR THIS DBE CONTRACTOR:
0/0
EXPLAIN ANY DIFFERENCES BETWEEN ITEMS 1 & 3 (OVERRUNS OR UNDERRUNS BY THIS DEE CONTRACTOR ON
THIS PROJECT):
EXPLAIN ANY DIFFERENCES BETWEEN ITEMS 2 & 4 (ESTIMATED/INITIAL BID P ARTICIP A TION PERCENT AGE BY
THIS OBE CONTRACTOR VERSUS ACTUAL PARTICIPATION PERCENTAGE BY TIllS DBE CONTRACrOR)
ODE PA nm,.,.r OiRTlRCA nON I:ORM
111-122
Page 1 of2
Key West International & Florida Keys Marathon Airports
DBE Program
DnE EXPEl'-fDITURE REPORT
DISADVANTAGED BUSINESS ENTERPRISE (DEE) PARTICIPATION
(TIns PORM MUST BE COMPLETED IN FULL AND SU13MfITBD BY THE PRIME CONTRACTOR
FOR EACH ODE FlRM USED WiTH EACH PAY REQUEST MADE BY PRIME CONTRACfOR.)
PRon~CT NAME:
AIRPORT NAME:
AlP PROJECT NUMBER:
PRIME CONTRACrOR:
ADDRESS:
DBE CONTRACTOR:
ADDRESS:
PRIME CONTRACT PA Y REQUEST NO.:
TOT AL ESTLMA TED DBE CONTRACT P ARTICIP ATION FOR THIS DBE CONTRACTOR: $
PERCENTAGE OF TOTAL CONTRACT:
CONTRACT DESCRIPTION OF WORK ITEM UNIT ITEM
ITEM NO PERFORMED BY DBE CONTRACTOR QUANTITY PRICE AMOUNT
-----...- .-.-......-.....-..
(Attach pages as needed to detail work performed)
TOTAL AMOUNT REQUESTED BY DBE THIS INVOICE (ADD lTEM AMOUNTS): $
TOTAL AMOUNT PREVIOUSLY REQUESTED BY DBE (FROM PRIOR PAY REQUESTS): $
TOTAL AMOUNT REQUESTED BY ODE TO DATE: $
OBE f:XPGNDnuRE Rl!JlORT FORM
111-123
Page 2. of 2
Key West International & Florida Keys Maratllon Airports
DBE Program
DBE EXPENDITURE REPORT
DISADVANTAGED BUSINESS ENTERPRISE (DBR) PARTICIPATION
The undersigned certifies that the DEE Contractor has successfully completed the above referenced work associated with this
project and further assures that said DBE Contractor will be paid in full for the amount indicated above for said services.
Name of Prime Contractor
Signature
L.: ,~[L
Print Nameffitlc:
DBE Contractor's Certification Information:
Name of Agency where DBB Contractor Certified:
Certificate Number:
Expiration Date of DBE Certificate:
DBE Contractor
Signature
Date
Print Nameffitle:
NOTES:
1) THIS FORM IS DUE WITH EACH IJA Y REQUEST
2) DISTRIBUTION: ORIGNAL AND 1 COpy TO gNGINggR
ODE HXI'HNOITURE RGrORT FORM
111-124
Pagt: 1 ".)1 ~
Key West Illternational & Florida Keys Marathon Airports
DBE Progranl
FINAL REPORT.- UTILIZATION OF DRES
DISADVANTAGED BUSINESS ENTERPRISE (DOE) PARTICIPATION
(THIS FORM MUST DE FULLY COMPLETED FOR EACH PROPOSED DBE CONTRACTORlSUBCONTRAcroR
AND SUBMITTED NO LATER THAN 7 DAYS FROM THE PRECONSTRUCTJON CONFERENCE TO THE ENGINEER)
PROJECT NAME:
AIRPORT NAME:
AlP PROJECT NUMBER:
PRIME CONTRACTOR:
ADDRESS:
CONTACT NAME:
TEUFAX/EMAIL:
DBE GOAL FOR PROJECT:
(FROM BID DOCUMENTS)
IDENTIFICATION OF ACTUAL DBE PERFORMANCE
(PROVIDE FOR EACH DBE FIRM THA T PARTICIPATED IN CONTRACT):
1.
NAME OF OBE FIRM:
ACTUAL PARTICIPATION: $
ACTUAL PERCENTAGE OF TOTAL PROJECT:
WORK PERFORMED:
%
2.
NA1vffi OF DBE FIRM:
ACTUAL PARTICIPATION: $
ACfUAL PERCENTAGE OF TOTAL PROJECT:
WORK PERFORMED:
%
3.
NAME OF DBE FIRM:
ACTUAL PARTICIPATION: $
ACTU AL PERCENT AGE OF TOT AI., PROJECT:
WORK PERFORMED:
%
4.
NAME OF DBE FIRM:
ACTUAL PARTICIPATION: $
ACTUAL PERCENTAGE OF TOTAL PROJECT:
WORK PERFORMED:
(ie.
AN^', REI'ORT - UllU7.A '.ION OF l)bf!S FORM
111-125
Page 2 of2
Key West International & Florida Keys Marathon Airports
DBE Program
FINAL REPORT - UTILIZATION OF DnES
DISADVANTAGED BUSINESS ENTERPRISE (DBE) PARTICIPATION
SUMMARY OF ACTUAL onE UTILIZATION FOR PROJECT:
ACTUAL PARTICIPA TION $
Ac'11}AL DOLLAR VALUE PAID TO ALL OBE FIRMS
ACTUAL PERCENTAGE OF TOTAL PROJECT: 0/0
PERCBNTAGE OF ODE PARTIClJ'ATrONI FINAL C:ONTRACT AMOUNT
PROVIDE ANY EXPLAINA TION OF ANY DIFFERENCES THAN AS BID/PROPOSED DBE UTILIZATION:
(ATTACH ADDITIONAL SHEETS AS NEEDED)
The undersigned certifies this Pinal Report on the Utlizization of Disadvantaged Business Enterprises for this project
Name of Prime Contractor
Signature
Dale
Print Nameffit.le:
NOTES:
1) TIllS FORM IS DUE WITli l"INAL PAY RI~QUEST FOR PRIME CONTRACTOR
2) DISTRIBUTION: ORIGNAL AND 1 COpy TO ENGINEER
3) TIlE DBES SHOWN ON TIllS FORM SI-IOULD BE THE SAME AS THOSE ORIGINALLY LISTED
UNLESS AN AUTIIORIZED SUBSTITUTION WAS ALLO\VED, OR TI-IE CONTRACTOR USEIl f\.10RE
nBF..s AND ADDITIONAL DDES WERE ADDED
4) THE DOLLAR AMOUNT SHOULD REFLECT ANY CHANGES MADE IN PLANNED WORK DONE BY
THE DnE
5) THE CONTRACTOR SI-IOULD EXPLAIN IN WRITING WI-IY TilE NAI\1ES OF THE
SUBCONTRACTORS, THE WORK ITEMS OR DOLLAR FIGURES ARE DIFFERENT FROl\1 WHAT
WAS ORIGINALLY SliOWN ON TI-IE DBE DIDDER INFORMATION SUBMITTED WITH THE PRIl\1E
CONTRACTORS INITIAUORIGINAL BID TO MONItOE COUNTY AND/OR THg COl\1PLETED
"PROPOSED OnE UTILIZATION FORM" AND "DUE IDENTIFICATION FORM"
6) ANY WRITTEN EXPLANATION SIiOULD BEA TTACHED TO TI-IIS FORM PRIOR TO SUBl\IITTAL
ANAL REroRT - trrrUZ.AllON OF 08ES f-QfU\{
"\ i . t. :; I . ~. :
111-126
.
SPECIAL PROVISIONS
DIVISION IV
SPECIAL PROVISIONS
S P -1 - P R OJ E C T G ENE RAL R E QUI REM EN TS . .. .. . .. .. .. . .. ... .......... .. .. .... .. . .. .. ... . .. . .. . .. .... . .... IV-2
SP-2 - NOTICE TO PROCEED, CONSTRUCTION
PHASING AND WORK SEQUENCiNG................................................................. IV-22
SP-3 - CONTRACT TIME AND LIQUIDATED DAMAGES .............................................. IV-25
SP-4 - PROTECTION OF AIRPORT CABLES, CONTROLS, NA V AIDS
AND WEATHER BUREAU FACILITIES ............................................................... IV-26
SP-5 - RESIDENT PROJECT REPRESENTATiVE.......................................................... IV-28
SP-6 - SAFETY AND SECURITY REQUIREMENTS ....................................................... IV-29
SP-7 - LIST 0 F DRAWl NGS. ...... ....... ....................... ......... ..... ....... .................. ... ... ... ........ IV -34
SP-8 - RESIDENT ENGINEER'S (RPR) OFFICE (N/A) ................................................... IV-36
SP-9 - TEM PORARY F ACILITI ES..... ........... ...... .... ... ........ .... ........ ... .... ... ...... ...... ..... ... ..... IV -37
S P -1 0 - DEW ATE R IN G . . . · ... · ... ..... .. . . . . .. ... ... .. .. .. .... . . ... . ....... ..... .. ..... ..... .... .. . .... .. ... .... . . ... ..... ... IV -42
SP-11 - PRECEDENCE OF DOCUMENTS ........................................................................ IV-43
SP-12 - FINAL PAY REQUESTS AND RELATED FORMS ............................................... IV-44
SP-13 - SOIL BORING REPORT AND LABORATORY TESTING....................................IV-46
IV-1
SPECIAL PROVISION NO.1
PROJECT GENERAL REQUIREMENTS
1. WORK LOCATION. The work will be performed at Kev West International
Airport which is located between Flaqler Avenue and South Roosevelt Boulevard,
Florida, on US Hiqhwav NO.1.
2. SCOPE OF WORK. The purpose of this work is:
· Construction of a non-standard RSA width of 400 feet for the length of the
runway; except for approximately 2,000 feet at the center of the runway
where the north boundary of the RSA would be 150 feet north of the
runway centerline. The RSA would extend approximately 375 feet beyond
the east end of the runway with installation of a minimum-length
Engineered Materials Arresting System (EMAS). A non-standard RSA,
600 feet long, would be constructed at the west end of the runway. With
the exception of the EMAS arrestor bed, the new RSA sections would be
constructed of compacted fill material and be maintained in a grassed
condition.
· Connected actions associated with the proposed action would include
construction and/or modification of the airport's stormwater drainage
collection and conveyance systems, establishmen.t. of temporary
construction staging areas, and removal of fill material to mitigate wetland
impacts as a result of the proposed action.
3. WORK PHASING AND SEQUENCING. Work phasing and sequencing
requirements are stipulated in Special Provision No.2 included hereinafter.
4. TIME OF COMPLETION AND LIQUIDATED DAMAGES. Work included in this
contract shall be completed within two hundred and forty (240) calendar days as
stipulated in Special Provision Nos. 2 and 3.
5. PLANS. The plans included in this contract are listed in Special Provision No.7.
6. LOCATION OF EXISTING UNDERGROUND CABLES AND STRUCTURES. All
existing cables, light fixtures, signs and related structures are to be protected by
the Contractor in accordance with the provisions contained in Special Provision
No.4.
7. PROTECTION OF EXISTING PAVEMENTS AND STRUCTURES. The
Contractor shall be responsible for methods, means, materials and procedures
necessary to protect all existing facilities, property, asphalt and concrete
pavements, structures, equipment, and finishes from any and all damage
IV-2
whatsoever arising from the execution or non-execution of the work of this
project.
The Contractor shall take all necessary precautions to protect asphalt and
concrete pavement surfaces when steel threaded equipment or vehicles are
used. Rubber tires or treads shall be used wherever possible.
All conflicts discovered between existing underground utilities or structures and
new structures and other foundation work shall be immediately brought to the
attention of the Engineer who will then issue directions regarding a solution to the
conflict( s).
8. CONSTRUCTION LAYOUT AND STAKES. Contractor shall furnish all lines,
grades and measurements necessary for the proper prosecution and control of
the work and contracted for under these specifications.
The project layout surveying may be accomplished during daylight hours
provided the Contractor meets the following conditions:
A. The Contractor shall notify the Engineer and Airport Manager forty-eight
(48) hours in advance with dates and times surveying will be started so a
NOT AM can be issued.
B. No vehicles or heavy equipment shall be within 2001 of the centerline of
Runwav 9-27 or within 731 of any active taxiway centerline during the time
the survey work is being accomplished.
C. Only men and Ahand tools@ will be allowed within 1251 of Runwav 9-27
centerline, at the turn arounds and T/W I S connectors.
D. Survey party members shall be equipped with hand-held radios and shall
continuously monitor the UNICOM and airline radio frequencies and pull
back men and survey equipment to a point 1251 from the runway
centerline during aircraft operations.
E. No survey men or equipment will be allowed on the runway (1001 wide) or
taxiway (50. wide). Pavement during survey work periods will not be
allowed unless authorized by the Engineer.
F. No survey work shall be accomplished without the presence of the
Engineer or his authorized representative.
9. VERIFICATION OF EXISTING CONDITIONS. Prior to bidding and commencing
with construction, the Contractor shall familiarize himself as to the existing
conditions. Should the Contractor discover any inaccuracies, errors or omissions
between the actual existinq conditions and the Contract Documents, he shall
IV-3
within fifteen (15) calendar days prior to Bid Openinq, notify the Enoineer in
writino. Submission of Bid by the Contractor shall be held as an acceptance of
the existing conditions by the Contractor.
10. SAFETY AND PROTECTION.
A. General Project Safety: Inasmuch as each work area will be accessible
to and used by the public, the Owner and other companies doing business
at the Airport during the construction period, it is the Contractor's
responsibility to maintain each work area in a safe, hazard free condition
at all times. Should the Owner find the area unsafe at any time, they will
notify the Contractor, and the Contractor shall take whatever steps
necessary to remedy the unsafe condition. Should the Contractor not be
immediately available for corrective action, the Owner will remedy the
problem and the Contractor shall reimburse the Owner for the expense of
such correction.
B. Airfield and Security: This Project will take place within the secured
(fenced) airfield area of the Airport. When the Contractor enters upon said
secured area, the Contractor shall conduct all work in conformance with
the Safety and Security requirements included in Special Provision No.6.
c. Protection of Property: Fixed structures, equipment, paving,
landscaping and vehicles (automobiles, trucks, etc.) shall be protected
with drop cloths, shielding and other appropriate measures to ensure
maximum protection of all property and vehicles.
11. PRE-CONSTRUCTION CONFERENCE. Before beginning work at the site, the
Contractor shall attend a pre-construction conference and bring with him the
superintendent employed for this project. In the event the Contractor is unable to
attend, he shall send a letter of introduction with the superintendent in which he
advises the superintendent1s full name and states that he is ass"igned to the
project and will be in full responsible charge. This conference will be called by
the Engineer or Resident Project Representative (RPR), who will arrange for the
Owner's representative and other interested parties to be present. At this time,
all parties will discuss the project under contract and prepare a program of
procedure in keeping with requirements of the drawings and specifications. The
superintendent will henceforth make every effort to expeditiously coordinate all
phases of the work, including the required reporting procedure, to obtain the end
result within the full purpose and intent of the drawings and specifications for the
project.
12. COORDINATION AND PROGRESS MEETINGS
A. General: The Engineer or RPR will prepare a written memorandum on
required coordination activities. Included will be such items as required
IV-4
notices, reports, and attendance at meetings. This memorandum will be
distributed to each entity performing work at the project site.
B. Weekly Coordination and Progress Meetings: The Engineer or RPR
will hold weekly general project coordination and progress meetings at
regularly scheduled times convenient for all parties involved. These
meetings are in addition to specific meetings held for other purposes, such
as special project meetings and special pre-installation meetings. The
Engineer or RPR will require representation at each meeting by every
party currently involved in coordination or planning for the work of the
entire project. Meetings will be conducted in a manner which will resolve
coordination problems.
c. The Engineer or RPR will record results of the meeting and distribute
copies to everyone in attendance and to others affected by decisions or
actions resulting from each meeting.
13. ADMINISTRATIVE/SUPERVISORY PERSONNEL. The Contractor shall provide
a full-time Project Management Team consisting of a Project Superintendent
and other supervisory personnel for the duration of the Project. The names and
qualifications of this team for this work shall be submitted to the Owner as part of
the Bidder Qualification Form. They shall have a minimum of five (5) years of
experience on suitable projects of equal difficulty. The Project Superintendent
shall be at the construction site at all periods when work is in progress. This
person shall have full authority to act in the Contractor1s behalf. It is agreed and
understood that, if requested in writing by the Owner, the Contractor shall replace
any member of the team with another meeting the required qualifications within
three (3) days of the receipt of the request.
14. SPECIAL REPORTS.
A. Reporting Unusual Events: When an event of an unusual and
significant nature occurs at the site, Contractor shall prepare and submit a
special report to the Engineer. List chain of events, persons participating,
response by the Contractor's personnel, an evaluation of the results or
effects and similar pertinent information. Advise the Owner and Engineer
as soon as possible when such events are known.
B. Submit special reports directly to the Owner within one day of occurrence.
Submit a copy of the report to the Engineer and other entities that are
affected by the occurrence within one day of the occurrence.
15. SCHEDULE OF WORK
A. Prepare and submit, in triplicate, for the Engineer1s information, progress
schedules for the work.
IV-5
B. Progress schedules shall relate to the entire project to the extent required
by the Contract Documents and shall provide for expeditious and
practicable execution of the work.
c. Progress schedules shall be updated monthly.
D. Percent complete shall be based on actual construction in place or dollar
volume of the work. If dollar volume of the work reflects the greater
percent complete, the maximum percent complete shall in no case exceed
5 percent of the value of the in-place construction.
16. PROGRESS SCHEDULE.
A. Preliminary Schedule: Within 15 days after date of Notice of Award and
Acceptance, the Contractor shall submit his preliminary network phasing
diagram (Preliminary Schedule) indicating a comprehensive overview of
the Project including an activity line for each of the work segments to be
performed at the site.
1 ) Arrange the schedule to indicate required sequencing of work and
to show time allowances for submittals, inspections, and similar
time margins.
2) The submitted schedule shall be reviewed by the Engineer and
Owner for conformance to Critical Dates and overall project
completion time criteria. Lack of this information will be cause for
rejection of the schedule.
3) Following initial submittal of schedule to and response by the
Engineer, print and distribute the Progress Schedule to entities with
a need-to-know responsibility, including three (3) copies to the
Engineer. Post in temporary office space. Revise at intervals
matching payment requests, and redistribute and repost. Provide
copies required with payment requests.
17. MAINTENANCE OF SCHEDULE. The Contractor1s Progress Schedule must be
updated on a monthly basis, and a copy thereof submitted with each of the
Contractor1s Applications for Payment. The updated Progress Schedule shall not
only indicate revisions to the Schedule for upcoming work but show lIas-builtll
schedule progress data. The Engineer will not recommend for payment, by the
Owner, an Application for Payment without the Contractor1s submission of a
Monthly Schedule Update.
A. If the Contractor1s Monthly Schedule Update reflects, or the
Engineer determines, that the Contractor is at least ten percent
IV-6
(100/0) behind the original Progress Schedule or fourteen (14) or
more calendar days behind the original Progress Schedule for:
1) the work as a whole;
2) a major Contract item;
3) an item of work which is on the critical path; or
4) an item of work not on the original critical path that, because
of the delay or anticipated delay became a critical path item;
then the Contractor must submit with the Monthly Schedule Update
his proposed plan for bringing the work back on schedule and
completing the Work within the Contract time.
B. The Progress Schedule shall be coordinated by the Owner1s Project
Administrator with the overall schedule for the Airport Projects. The
Contractor is required to revise the Progress Schedule promptly in
accordance with the conditions of the work, subject to approval by
the Owner1s Project Coordinator and the Engineer.
C. The Contractor shall comply fully with all time and other
requirements of the Contract Documents. Recommendation of an
Application of Payment of the Engineer and payment thereon by
the Owner, without the submission of a Monthly Schedule Update,
shall not constitute a waiver of the requirements of such updates,
nor shall it relieve the Contractor from the obligation to complete
the Work within the Contract Time.
D. Should a review of work indicate a critical path (milestone) item has
fallen behind the approved schedule; at the option of the Engineer;
funds equal to the established liquidated damages for the number
of calendar days behind schedule will be withheld until that critical
path item is brought back on schedule.
18. CHANGES IN THE SCHEDULE.
A. Minor Changes: Each week, prior to the weekly coordination
meeting, during the time of the contract, the Contractor shall notify
the Engineer of any minor changes that are anticipated in the
schedule for the following week.
B. Major Changes: If for any reason, a major change in the approved
schedule is anticipated, the Contractor shall make the necessary
IV-7
changes to the schedule and resubmit the revised schedule for
approval.
Copies of the approved schedule shall be posted in the Contractor's
field office with completed work identified in colored pencil.
19. MAINTENANCE OF TRAFFIC.
A. The Contractor shall not obstruct nor create a hazard to any traffic
during the prosecution of the work and shall be responsible for
repair of all damage to existing pavement or facilities caused by his
operations.
B. Beginning date of Contractor's Responsibility: the Contractor's
responsibility for maintenance of traffic shall begin on the day he
starts the work and continue until Final Completion and Acceptance
of the Project.
C. Sections Not Requiring Traffic Maintenance: the Contractor will not
be required to maintain traffic over those portions of the Project
where no work is to be accomplished or where construction
operations will not affect aircraft operations. The Contractor,
however, shall not obstruct nor create a hazard to any traffic during
the prosecution of the work and shall be responsible for repair of
any damage to existing pavement or facilities caused by his
operations.
D. Traffic During Construction: All construction vehicles are required
to use existing traffic routes. Normal traffic lanes are not to be used
as staging areas for arriving delivery vehicles. The Contractor1s
employees shall utilize the designated Contractor employee parking
area.
E. Contractor Signing: The Contractor may furnish and install
construction traffic directional signs along the existing traffic route.
The signs shall depict Contractor's logo or name, directional arrows
and IIdeliveries". Signs shall be of sufficient size to have 8" high
message and shall be located at each decision point. All signs and
their locations shall be approved by the Engineer and Owner. NO
OTHER SIGNS ARE PERMITTED.
F. Material Deliveries: The Contractor shall make his own material
and equipment deliveries. No deliveries shall be made by vendors
or suppliers without escort by a representative of the Contractor.
IV-8
G. Notification: On days when construction traffic is expected to be
extra heavy or when oversized pieces of equipment are to be
delivered, give minimum forty-eight (48) hours notice to the
Engineer.
H. All Contractor's material orders for delivery to the work site will use
as a delivery address, the street name and number assigned to the
access point onto the airport. The name KEY WEST
INTERNATIONAL AIRPORTII shall not be used in the delivery
address at any time. This will preclude delivery trucks from
entering into aircraft operations areas inadvertently. All Contractor
material orders for the work site shall be delivered to the areas
designated as the Contractor's receiving area. All deliveries shall
be made only during the Contractor's working hours.
I. Interference Request:
1 ) The Contractor shall be responsible for notifying the Owner
in writing and securing approval for any and all interruptions
or interference with traffic (pedestrian, automobile, or other
necessary function of the Airport or any of the Airlines).
2) The request shall include a traffic control plan indicating
barricades, lighting and flagmen where required.
3) Such notification shall be made as soon as possible but in
no case less than 48 hours prior to interference.
4) It is suggested that the Contractor utilize a standard form
addressed to the Owner with a blank space for a description
of the interference, the exact area affected, the exact times
and dates the interference will take place and blanks for the
Owner's approval. The forms shall be submitted in dupli-
cate. No interference will be allowed until the Contractor has
received back a copy of the approved interference request
form.
J. Personnel Traffic:
1) General: All construction personnel shall be restricted to
construction areas. They shall wear shirts with sleeves and
long pants at all times.
2) Use of Public Areas: The Contractor's workmen shall not
utilize public areas for taking their "work breaks" or "Iunch
breaks". Areas for this purpose can be designated by the
IV-9
Owner upon request. No Public Toilets shall be used by any
workmen at any time.
20. DAILY CLEAN-UP AND TRASH REMOVAL.
A. Debris from this work shall be promptly removed from the site at
least daily. It shall not be allowed to become a hazard to the safety
of the public.
B. The Contractor shall be responsible for clean-up and trash removal.
Accumulation of trash and debris will not be allowed and the
Engineer or RPR may at any time direct the Contractor to
immediately remove his trash and debris from the site of the work
when in the opinion of the Owner such trash constitutes a nuisance
or in any way hinders the work or the Airports operations. If the
Contractor should fail to remove his trash and debris from the site
of the work in a timely manner, the Owner may have this work
performed and deduct the cost of such from Contractor1s payment.
21. CLEANING AND PROTECTION.
A. General: During handling and installation of work at the project site, clean
and protect work in progress and adjoining work on the basis of
continuous daily maintenance. Apply protective covering on installed work
to ensure freedom from damage or deterioration.
B. Clean and perform maintenance on installed work as frequently as
necessary through the remainder of the construction period. Adjust and
lubricate operable components to ensure operability without damaging
effects.
c. Limiting Exposure of Work: To the extent possible through appropriate
control and protection methods, supervise performance of the work in
such a manner and by such means which will ensure that none of the
work, whether completed or in progress, will be subjected to harmful,
dangerous, damaging or otherwise deleterious exposure during the
construction period. Such exposures include, where applicable, but not by
way of limitation the following:
1) Excessive static or dynamic loading
2) Excessive internal or external pressures
3) Solvents
4) Chemicals
IV-10
5) Light
6) Puncture
7) Abrasion
8) Heavy Traffic
9) Soiling
10) Combustion
11 ) Improper shipping or handling
12) Theft
13) Vandalism
D. Protection at Openings: Contractor shall provide protection at all openings
in structures and finishes to maintain the building weather and dust tight.
All protection shall be of solid material and substantial so that it will not be
disturbed by wind and weather normal to the area and season, and also
tight fitting to prevent noise infiltration.
. E. Protection of Improvements:
1) Damage to Existing Facilities: Existing surfaces and materials of
the Owner1s property not requiring work by the Contract Documents
that is damaged by the Contractor1s operations shall be
immediately repaired. Repaired surfaces and materials shall match
existing adjacent undamaged surfaces and materials. Repair work
shall be coordinated with the Engineer and Owner with regard to
time and method.
2) Accidental Demolition: All structures or parts thereof that may
become damaged due to accident or Contractor1s error shall be
restored to their original condition at no cost to the Owner.
Materials and equipment being used in the repair or replacement
resulting from damage shall be new and shall perform at the
manufacturer1s published capacities. If the existing equipment or
materials cannot be identified, or if unavailable, the selection of the
replacement will be subject to approval by the Engineer in writing.
F. Overhead Protection
IV-11
1 ) No cranes or other construction equipment shall cross over non-
construction personnel, their travel ways or ride systems.
2) The plan of operation of cranes and other hoisting equipment shall
be established in writing by the Contractor. This plan of operation
shall be subject to approval by the Engineer.
22. CONSERVATION AND SALVAGE
A. General: It is a requirement for supervision and administration of the Work
that construction operations be carried out with the maximum possible
consideration given to conservation of energy, water and materials. In
addition, maximum consideration shall be given to salvaging materials and
equipment involved in performance of the work but not incorporated
therein. Refer to other sections for required disposition of salvaged
materials which are the Owner1s property.
23. TESTING COST BORNE BY OWNER. Unless otherwise specified herein, all
initial construction lIacceptancell testing costs shall be borne by the Owner. An
independent testing laboratory selected and responsible to the Engineer shall
perform all lIacceptancell testing required by the technical specifications or as
directed by the Owner and/or the Engineer.
24. TESTING COST BORNE BY CONTRACTOR. The Contractor shall bear the
cost of testing under the following conditions:
A. If substitute materials or equipment are proposed by the Contractor, he
shall pay the cost of all tests which may be necessary to satisfy the
Engineer that specification requirements are satisfied. The Contractor
shall pay for the Engineer1s time spent in review and administrating such
proposed substitution.
B. If materials or workmanship are used which fail to meet specification
requirements, the Contractor shall pay the cost of all testing deemed
necessary by the Engineer to determine the safety or suitability of the
material or element.
C. The Contractor shall pay for all testing costs including, but not limited to,
power, fuel, and equipment cost which may be required for complete
testing of all equipment and systems for proper operation.
D. The Contractor shall pay for all testing required for materials, job mix
designs, equipment, structures and related items included in all shop
drawings and other submittals as required by the Technical Specifications
to be submitted and approved by the Engineer prior to construction.
IV-12
25. PROJECT DOCUMENTATION.
A. Project Drawings: The successful Contractor will be furnished, at no
charge, four (4) copies of drawings and specifications. Additional copies
may be purchased at actual cost of reproduction.
A field set of drawings and specifications shall remain on the job site at all
times and shall be available at all times to the Engineer. The field set
shall be continuously updated to reflect the lIas-builtll condition of all work
included in this Contract.
The Contractor shall immediately include plainly and conspicuously on the
field set of drawings, and at appropriate paragraphs in the specifications,
all changes or corrections made by addenda and change orders as they
are issued.
Approved copies of all shop drawings and other submittals are to be kept
on the job site at all times and shall be available at all times to the
Engineer.
Changes and deviations from the existing conditions shall be submitted in
writing for approval by the Engineer or Owner prior to installation. In no
case shall any unspecified equipment or materials be installed without
prior approval by the Engineer.
B. Record Documents:
1 ) Definition: Record copies are defined to include those documents
or copies relating directly to performance of the work, which the
Contractor is required to prepare or maintain for the Owner's
records, recording the work as actually performed. In particular,
record copies show changes in the work in relation to the way in
which shown and specified by the original contract documents; and
show additional information of value to the Owner's records, but not
indicated by the original Contract Documents. Record copies
include newly-prepared drawings (if any are specified), marked-up
copies of contract drawings, shop drawings, specifications,
addenda and change orders, marked-up product data submittals,
record samples, field records for variable and concealed conditions
such as excavations and foundations, and miscellaneous record
information on work which is otherwise recorded only schematically
or not at all.
2) Record Drawings: The Contractor shall maintain a set of Record
Drawings at the job site. These shall be kept legible and current
and shall be available for inspection at all times by the Engineer.
IV-13
Show all changes or work added on these Record Drawings in a
contrasting color.
a) Mark-up Procedure: During progress of the work, maintain a
white-print set (blue-line or black-line) of contract drawings
and shop drawings, with mark-up of actual installations
which vary substantially from the work as originally shown.
Mark whatever drawing is most capable of showing actual
physical condition, fully and accurately. Where shop
drawings are marked up, mark cross-reference on contract
drawings at corresponding location. Mark with erasable
colored pencil, using separate colors where feasible to
distinguish between changes for different categories of work
at the same general location. Mark-up important additional
information which was either shown schematically or omitted
from original drawings. Give particular attention to
information on work concealed, which would be difficult to
identify or measure and record at a later date. Note
alternate numbers, change order numbers and similar
identification. Require each person preparing the mark-up to
initial and date the mark-up and indicate the name of the
firm. Label each sheet IIPROJECT RECORDII in 1-1/2 inch
high letters.
In showing changes in the work use the same legends as
used on the original drawings. Indicate exact locations by
dimensions and exact elevations by job datum. Give
dimensions from a permanent point.
b) Preparation of Record Drawings: In preparation for
certification of substantial completion on the last major
portion of the work, review the completed mark-up of record
drawings and shop drawings with the Engineer. The
Engineer will then proceed with preparation of a full set of
corrected contract drawings. The Engineer will date each
updated drawing and label each sheet "PROJECT
RECORDII in 1-1/2 inch high letters. Printing as required
herein is the responsibility of the Engineer.
c) Copies, Distribution: Upon completion of record drawings,
the Engineer shall prepare blue-line or black-line prints of
each drawing, regardless of whether changes and additional
information were recorded thereon. The Engineer shall then
organize into manageable sets, bind with durable paper
cover sheets, and print suitable titles and dates. The mark-
up set of prints maintained during the construction period
IV-14
shall be bound in the same manner. The Engineer will retain
one copy set. At the completion of the project, the Engineer
shall submit one set of prints, with changes noted thereon, to
the Owner.
3) Record Drawings shall contain the names, addresses and phone
numbers of the General Contractor and the major sub-contractors.
4) The Engineer shall be the sole judge of the acceptability of the
Record Drawings. Receipt and acceptance of the As-Built
drawings is a pre-requisite for Final Payment.
C. Record Specifications
1) During progress of the work, maintain one copy of specifications,
including addenda, change orders and similar modifications issued
in printed form during construction, mark-up variations (of
substance) in actual work in comparison with text of specifications
and modifications as issued. Give particular attention to
substitutions, selection of options, and similar information on work
where it is concealed or cannot otherwise be readily discerned at a
later date by direct observation. Note related record drawing
information and product data where applicable. Upon completion of
the mark-up, submit to the Engineer for the Owner1s records. Label
the front cover IIPROJECT RECORDII in 1-1/2 inch high letters.
2) Where the manual is printed on one side of the page only, mark
variations on blank left-hand pages of the Project Manual, facing
printed right-hand pages containing original text affected by
variation.
D. Record Product Data
During progress of the work, maintain one copy of each product data
submittal, and mark-up significant variations in the actual work in
comparison with submitted information. Include both variations in product
as delivered to site, and variations from manufacturer1s instructions and
recommendations for installation. Give particular attention to concealed
products and portions of the work which cannot otherwise be readily
discerned at a later date by direct observation. Note related change
orders and mark-up of record drawings and specifications. Upon
completion of the mark-up, submit the complete set of product data
submittals to Engineer for the Owner1s records. Label each data
submittalllPROJECT RECORDII in 1-1/2 inch high letters.
IV-15
E. Record Sample Submittal
Immediately prior to the date(s) of substantial completion, the Engineer
and Owner's personnel will meet with the Contractor on site, and will
determine if any of the submitted samples maintained by the Contractor
during progress of the work are to be transmitted to the Owner for record
purposes. Comply with the Engineer's instructions for packaging,
identification marking, and delivery to the Owner's sample storage space.
Dispose of other samples in the manner specified for disposal of surplus
and waste materials, unless otherwise indicated by the Engineer.
F. Miscellaneous Record Submittals
Refer to other sections of these specifications for requirements of
miscellaneous record-keeping and submittals in connection with actual
performance of the work. Immediately prior to the date(s) of substantial
completion, complete miscellaneous records and place in good order,
properly identified and "bound or filed, ready for continued use and
reference. Submit to the Engineer for the Owner's records. Categories of
requirements resulting in miscellaneous work records are recognized to
include, but are not limited to, the following:
1 ) Required field records on excavations, foundations underground
construction, wells and similar work.
2) Surveys by a Registered Land Surveyor establishing lines and
elevations of finished construction.
3) Inspection and Test Reports: Where not processed as shop
drawings or product data.
4) Asphalt or pec concrete pavement or backfill mix design record
and/or certifications.
5) Concrete mix certifications.
6) Manufacturer's certifications that all fence component materials
conform to specified ASTM specifications. Certifications shall be
accompanied by reports containing the test results for which the
certifications are made.
G. Project Close-out
Project close-out is hereby defined to include general requirements near
end of Contract Time, in preparation for final acceptance, final payment,
normal termination of contract, occupancy by the Owner and similar
IV-16
actions evidencing completion of the work. Specific requirements for
individual units of work are specified in other sections. Time of close-out
is directly related to substantial completion, and therefore may be a single
time period for the entire work or a series of time periods for individual
parts of the work which have been certified as substantially complete at
different dates. The time variation, if any, shall be applicable to other
provisions of this section.
H. Prerequisites to Substantial Completion
1) Prior to requesting the Engineer's inspection for certification of
substantial completion, for either the entire work or portions thereof,
complete the following and list known exceptions in request:
a) In progress payment request coincident with, or first
following the date claimed, show 1 OOO~ completion for the
portion of work claimed as IIsubstantially completed", or list
incomplete items, value of incompleteness, and reasons for
being incomplete.
b) Include supporting documentation for completion as
indicated in the Contract Documents.
c) Submit statement showing accounting of changes to the
Contract Sum.
d) Advise the Owner of pending insurance change-over
requirements.
e) Obtain and submit releases enabling the Owner1s full and
unrestricted use of the work and access to services and
utilities, including, where required, occupancy permits,
operating certificates, and similar releases.
f) Deliver tools, spare parts, extra stocks of materials, removed
light fixtures, transformers and similar physical items to the
Owner.
g) Make final change-over of locks and transmit keys to the
Owner, and advise Owner1s personnel of change-over in
security provisions.
h) Complete start-up testing of systems, and instructions of
Owner1s operating-mainten"ance personnel. Discontinue, or
change over and remove from project site, temporary
facilities and services, along with construction tools and
facilities, mock-ups, barricades and similar elements.
IV-17
2) Inspection Procedures: Upon receipt of the Contractor's request,
the Engineer will proceed with inspection or advise the Contractor
of prerequisites not fulfilled. Following initial inspection, the
Engineer will prepare a Certificate of Substantial Completion or
advise the Contractor of work which must be performed prior to
issuance of the Certificate and will perform a repeat inspection
when requested and assured by the Contractor that the work has
been substantially completed. Results of the completed inspection
will form an initialllpunchlistll for final acceptance.
I. Prerequisites to Final Acceptance
1 ) Prior to requesting the Engineer's final inspection for certification of
final acceptance as required by the General Provisions, the
Contractor shall complete the following and list known exceptions in
the request:
a. Submit certified copy of the Engineer's final punchlist of
itemized work to be completed or corrected, stating that
each item has been completed or otherwise resolved for
acceptance, endorsed and dated by the Engineer.
b. Complete final cleaning up requirements, including touch-up
of marred surfaces.
c. Touch-up and otherwise repair and restore marred exposed
finishes.
2) Re-inspection Procedures: Following Substantial Completion, the
Contractor shall correct or remedy all Punchlist items to the
satisfaction of the Engineer and Owner within a two (2) week period
after the Date of Substantial Completion. If subsequent inspections
are necessary after the two week period in order to eliminate all
deficiencies, the cost of all subsequent inspections with respect to
the Owner and Engineer's time shall be paid by the Contractor.
When ready, the Contractor shall request in writing a final
inspection of the work. Upon completion of reinspection, the
Engineer will prepare a Certificate of Final Acceptance or advise
the Contractor of work not completed or obligations not fulfilled as
required for Final Acceptance. If necessary, the procedures will be
repeated.
IV-18
J. Prerequisites to Final Payment
1) Final Payment: Final Payment will be made after final acceptance
of the project by the Engineer and Owner upon request by the
Contractor on condition that the Contractor:
a) Furnish properly executed complete releases of lien from all
material men and subcontractors who have furnished
materials or labor for the Work and submit supporting
documentation not previously submitted and accepted.
Include certificates of insurance for products and completed
operations where required.
b) Furnish the Contractor1s Affidavit of Release of Liens (2
copies) that all material men and subcontractors have been
paid in full. In the event they have not been paid in full, the
Owner shall retain a sufficient sum to pay them in full and at
his option may make direct payment as provided in Chapter
713, Florida Statutes, as amended, to obtain complete
releases of lien. This authorization to make a direct payment
is not an acknowledgement or waiver by the Owner that an
unpaid Subcontractor Material man may seek payment from
the Owner rather than from the Public Construction Bond
Surety as required by Sect. 255.05, F.S.
c) Furnish Contractor1s Affidavit of Debts and Claims (2
copies).
d) Furnish required sets of record drawings and maintenance
and operating instructions of new mechanical equipment.
e) Furnish guarantees signed by subcontractors, material
suppliers, and countersigned by the Contractor for operating
equipment.
f) Submit specific warranties, workmanship-maintenance
bonds, maintenance agreements, final certifications and
similar documents.
g) Furnish a signed guarantee, in form acceptable to Engineer
and Owner agreeing to repair or replace as decided by the
Engineer, all work and materials that prove defective within
one (1) year (or more) from the date of final acceptance,
including restoration of all other work damaged in making
such repairs or replacements.
IV-19
h) Furnish consent of Surety to final payment.
i) Submit updated final statement, accounting for final changes
to Contract Sum.
j) Submit evidence of final, continuing insurance coverage
complying with insurance requirements.
k) Certify that all Social Security, Unemployment and all other
taxes (City, State, Federal Government) have been paid.
I) Provide receipt, as applicable, of affidavits certifying all labor
standards of local, State, or Federal requirements have been
complied with by the Contractor.
m) Submit actual DBE participation percentages.
K. Record Document Submittals
Specific requirements for record documents are shown in the section,
PROJECT RECORD DOCUMENTS. Other requirements are indicated in
the General Provisions. General submittal requirements are indicated in
"Submittals" sections. Do not use record documents for construction
purposes; protect from deterioration and loss in a secure, fire-resistive
location; provide access to record documents for the Engineer1s reference
during normal working hours.
1 ) Record Drawings: The Engineer shall organize record drawing
sheets into manageable sets, bind with durable paper cover sheets,
and print suitable titles, dates and other identification on cover of
each set.
2) Record Specifications: Upon completion of mark-up, submit to the
Engineer for the Owner1s records.
3) Record Product Data: Upon completion of mark-up, submit a
complete set to the Engineer for the Owner1s records.
4) Record Sample Submittal: Comply with the Engineer1s instructions
for packaging, identification, marking, and delivery to the Owner1s
sample storage space.
5) Miscellaneous Record Submittals: Complete miscellaneous
records and place in good order, properly identified and bound or
filed, ready for continued use and reference. Submit to the
Engineer for the Owner1s records.
IV-20
6) Maintenance Manuals: Complete, place in order, properly identify
and submit to the Engineer for the Owner's records.
L. Close-out Procedures
General Operating and Maintenance Instructions: Arrange for each
installer of work requiring continuing maintenance or operation, to meet
with the Owner's personnel at the project site to provide basic instructions
needed for proper operation and maintenance of the entire work. Include
instructions by manufacturer's representatives where installers are not
expert in the required procedures. Review maintenance manuals, record
documentation and materials, lubricants, fuel, identification system, control
sequences, hazards, cleaning and similar procedures and facilities. For
operational equipment, demonstrate start-up, shut-down, emergency
operations, safety, economy, efficiency adjustments, and similar
operations. Review maintenance and operations in relation with
applicable warranties, agreements to maintain bonds, and similar
continuing commitments. Permit owner employees to video tape
operating and maintenance instructions.
26. FINAL CLEANING.
A. Provide final cleaning of the work, at the time indicated, consisting of
cleaning each surface or unit of work to normalllcleanll condition.
B. Removal of Protection: Remove temporary protection devices and
facilities which were installed during the course of the work to protect
previous completed work during the remainder of the construction period.
C. Compliances: Comply with safety standards and governing regulations for
cleaning operations. Do not burn waste materials at site, nor bury debris
or excess materials on Owner's property. Do not discharge volatile or
other harmful or dangerous materials into drainage systems. Remove
waste materials from site and dispose of in a lawful manner.
Where extra materials of value remain after the completion of the
associated work have become the Owner's property, dispose of these as
directed by the Owner.
IV-21
SPECIAL PROVISION NO.2
NOTICE TO PROCEED, CONSTRUCTION
PHASING AND WORK SEQUENCING
NOTICE TO PROCEED
To avoid the Contractor from being held responsible for delays in obtaining the
necessary permits, and having these delays deducted from the total calendar days
provided in the contract to complete construction, two (2) Notice to Proceeds will be
issued as follows:
A. Notice to Proceed Permits
A Notice to Proceed permit will be issued ten (10) days after award of contract.
At this time the Contractor shall accomplish the following activities, but not limited
to:
1. Obtain permits as required for construction.
2. Prepare and transmit all shop drawings, submittals and certifications as
required by the Contract Documents to the Engineer for review and
approval.
3. Place orders for the purchase and delivery of equipment, materials and supplies
required to complete the work in accordance with the Contract Documents.
4. Prepare his staging area and establish haul routes.
5. Mobilize equipment, materials and supplies in Contractor's staging area.
No men, equipment, materials or supplies will be allowed outside the
staging area during this time unless otherwise authorized by the Engineer.
No onsite construction activities shall be accomplished and the airport shall remain
open to aircraft operations during this time.
B. Notice to Proceed Construction
Only after the Contractor has obtained all the necessary permits, will the Notice
to Proceed Construction be issued, which shall state the date on which it is
expected the Contractor will begin the construction and from which date contract
time will be charged.
The Contractor shall submit a construction progress schedule to the Engineer in
accordance with Section 16 of Special Provision No.1. The progress schedule
shall indicate the phasing and work sequencing anticipated to be accomplished
IV-22
by the Contractor. No actual work shall begin until the construction progress
schedule has been approved by the Engineer.
At this time the Contractor shall develop all the construction activities necessary
to complete the work in accordance with the contract documents. Two hundred
and forty (240) calendar days will be allowed to complete the work in its entirety.
Construction work under this project will be accomplished during the daytime
unless otherwise shown on the plans. The construction work included in this
project has to be done as shown on the plans.
CONSTRUCTION PHASING AND WORK SEQUENCING
SCHEDULE I (EMAS, NORTH SIDE OF RSA LOCATION, AND MITIGATION AREA NO.2)
1. CONTRACTOR SHALL INSTALL ALL TURBIDITY BARRIERS, SILT FENCE, AND
BARRICADES AS REQUIRED AND SHOWN ON THE PLANS.
2. CONTRACTOR SHALL REGRADE THE NORTH SIDE OF THE RUNWAY FOR THE
LENGTH OF THE RUNWAY. REGRADE ELEVATION SHALL MATCH ELEVATIONS
SHOWN ON THE PLANS.
3. CONTRACTOR SHALL SUBMIT A DETAIL WORKPLAN FOR THE REMOVAL OF THE
DEBRIS AND MUCK, AND BACKFILLING OF THE AREA AT THE EAST END OF THE
RUNWAY. THIS PLAN SHALL BE SUBMITTED TO THE RPR FOR APPROVAL PRIOR
TO BEGINNING ANY EXCAVATION WORK IN MITIGATION AREA No.2.
4. MATERIAL REMOVED FROM MITIGATION AREA No.2 SHALL BE USED AS
BACKFILL FOR THE EAST END OF THE RUNWAY (SEE SAFETY NOTE 5 ON
SHEET C-3). CONTRACTOR SHALL NOT LEAVE THIS AREA IN AN UNSAFE OR
HAZARDOUS CONDITION DURING TIMES OF NORMAL AIRCRAFT OPERTIONS
(5:30AM TO 10:00PM).
5. CONTRACTOR SHALL PROVIDE A 6-INCH LIMEROCK BASE, SEALCOAT, AND 2-
INCHES OF ASPHALT. SEE PLAN SHEET XS-10 FOR DETAIL.
6. AREA MUST BE CLEANED AND READY FOR EMAS INSTALLATION AS DIRECTED
BY EMAS REPRESENTATIVE. THE CONTRACTOR SHALL SURVEY THE FINISHED
ELEVATION PRIOR TO THE INSTALLATION OF THE EMAS. SURVEY
INFORMATION SHALL BE PERFORMED BY A FLORIDA REGISTERED SURVEYOR
AND SUBMITTED TO THE RPR FOR REVIEW AND APPROVAL. REFER TO
SPECIFICATIONS FOR CONSTRUCTING THE EMAS.
7. UPON COMPLETION OF THE EMAS CONSTRUCTION AND NORTHSIDE OF
RUNWAY REGRADING ACTIVITIES, CONTRACTOR CAN BEGIN WITH
CONSTRUCTION IN MITIGATION AREA NO.2. CONTRACTOR MAY BE ALLOWED
TO WORK IN THIS AREA DURING THE DAY. ALL WORK ACTIVITIES WILL BE
RESTRICTED TO THIS AREA. CONTRACTOR SHALL NOT HAUL ANY MATERIALS
IV-23
FROM THIS AREA DURING PERIODS OF NORMAL AIRCRAFT OPERATIONS
(5:30AM TO 10:00PM). ALL UNUSED OR UNSUITABLE MATERIALS SHALL BE
STOCKPILED WITHIN MITIGATION AREA NO.2. IF, FOR ANY REASON, THE
CONTRACTOR NEEDS TO LEAVE THIS AREA, HE MUST COORDINATE WITH THE
RESIDENT PROJECT REPRESENTATIVE (RPR) TO OBTAIN AN ESCORT OR
ACCESS TO MOVE ACROSS THE RUNWAY SAFETY AREA (RSA).
8. CONTRACTOR SHALL PERFORM RUNWAY AND TAXIWAY PAVEMENT MARKING
(SEE GENERAL NOTES TO SHEET C-16).
SCHEDULE II (POND AND MITIGATION AREA NO.1)
1. CONTRATOR SHALL BEGIN EXCAVATING IN THE AREA DESIGNATED FOR THE
NEW POND (PART OF MITIGATION AREA NO.1). THE EXISTING SALT POND
SHALL BE BACKFILLED WITH SUITABLE MATERIAL REMOVED FROM MITIGATION
AREA NO.1.
2. CONTRACTOR SHALL REGRADE THE AREAS ACCORDING TO THE CROSS-
SECTIONS SHOWN ON THE XS SERIES DRAWINGS.
3. CONTRACTOR SHALL DESIL T THE EXISTING BOX CULVERTS LOCATED UNDER
GOVERNMENT ROAD AND UNDER THE AIRPORT ACCESS ROAD. CONTRACTOR
SHALL INSTALL A NEW CULVERT BENEATH THE AIRPORT ACCESS ROAD
CONNECTING TO THE NEW POND AREA.
4. CONTRACTOR SHALL PERFORME MITIGATION ACTIVITIES AND CONSTRUCT
NEW SERVICE ROAD.
Upon completion of the work, and before final payment, the contractor shall remove all
equipment, surplus and discarded materials, rubbish, and shall submit an as-built
information signed and sealed by a professional land surveyor.
During the week of Fantasy Fest (October 31) and New Year week the contractor shall
coordinate with the airport manager, RPR, and FBO's to isolate his work in some
specific areas. The airport manager may instruct the Contractor to stop the work during
this time. No additional time and/or cost will be granted to the Contractor
IV-24
SPECIAL PROVISION NO.3
CONTRACT TIME AND LIQUIDATED DAMAGES
CONTRACT TIME
NOTICE TO PROCEED DESCRIPTION CONTRACT TIME TO
COMPLETE
This notice shall allow the Contractor to obtain any necessary
construction permits required to accomplish the work. Also,
NOTICE TO PROCEED during this time, the Contractor shall order and deliver materials,
PERMITS equipment and supplies needed to complete the work. No on-site A.S.A.P.
construction activities shall be accomplished and the Airport
shall remain open to aircraft operations during the stage.
NOTICE TO PROCEED Runway Safety Area Improvements Maximum 240
CONSTRUCTION Calendar Days
TOTAL CONTRACT TIME:
Schematic Construction Scheduling and Staging are included in the plans with the work
and operational constraints for informal purposes only. They are intended to represent Maximum 240
viable construction sequences which the Contractor may elect to implement. The Calendar Days
Contractor shall ultimately be responsible for submittal of a detailed construction
schedule to the AlE for review and approval.
LIQUIDATED DAMAGES
If the work is not completed in accordance with the Contract, the Contractor will be
assessed liquidated damages listed below for each calendar day the work overruns the
allotted contract time.
NOTICE TO PROCEED
LIQUIDATED DAMAGES
Notice to Proceed
Permit
None (no on-site construction) activity is being
accomplished this time.
Notice to Proceed
Construction
Runway Safety Area Improvements: If the Contractor fails
to achieve final completion within the 240 calendar days
fixed therefore by the Engineer in its partial certificate of
substantial completion, the Contractor shall pay the owner
the sum of $500.00 per day, thereafter for each and every
calendar day of unexcused delay in achieving final
completion beyond the date set forth herein for final
completion of this work.
IV-25
SPECIAL PROVISION NO.4
PROTECTION OF AIRPORT CABLES. CONTROLS. NAVAIDS
AND WEATHER BUREAU FACILITIES
A. The Contractor is hereby informed that there may be installed on the Airport FAA
NA V AIDS including, without limitation, airfield lighting systems, electric cables
and controls relating to such NAVAl OS and facilities. Such NAVAl DS and other
facilities and electric cables must be fully protected during the entire construction
time. Work under this contract can be accomplished in the vicinity of these
facilities and cables only at approved periods of time.
Approval is subject to withdrawal at any time because of change in the weather,
emergency conditions on the existing airfield areas, anticipation of emergency
conditions, and for any other reason determined by the Resident Project
Representative (RPR) acting under the orders and instructions of the airport
management and the designated FAA representative. Any instructions to this
contractor to clear any given area at any time by the RPR or the Airport
Management shall be immediately executed. Construction work will be
commenced in the cleared area only when additional instructions are issued by
the Engineer.
B. Power and control cables leading to and from any FAA NAVAIDS and other
facilities have been located and shown from best available information and are
approximate. The Contractor shall verify actual locations. Through the entire
time of this construction, the Contractor shall not allow any construction
equipment to cross power and control cables leading to and from any FAA
NAVAl DS or other facilities without first protecting the cable with steel boiler
plate, or similar structural devices, on three (31) feet either side of the marked
cable route. All excavation within three (31) feet of existing cables shall be
accomplished by hand digging only.
C. This Special Provision intends to make perfectly clear the need for protection of
FAA NAVAIDS and other facilities and cables by this contractor at all times.
D. The Contractor shall immediately repair, at his own expense, with identical
material by skilled workmen, any underground cables serving FAA NA V AIDS and
other airport facilities, which are damaged by his workmen, equipment, or work.
Prior approval of the FAA must be obtained for the materials, workmen, time of
day or night, method of repairs, and for any temporary or permanent repairs the
Contractor proposed to make to any FAA NAVAJOS and facilities damaged by
the Contractor. Prior approval of the Engineer must be obtained for the
materials, workmen, time of day or night, and for the method of repairs for any
temporary or permanent repairs the Contractor proposes to make to any other
airport facilities and cables damaged by this Contractor. If any repair requires
IV-26
splicing, it shall be spliced at the direction of the Engineer. No work shall be
backfilled or covered prior to approval by the Engineer.
E. The Contractor shall have a sufficient supply of extra cable, connectors, splice
kits and light fixtures on site to temporarily jump around damaged or cut cables
and fixtures if necessary to make the existing runway/taxiway/NAVAIDS systems
operational during scheduled aircraft operation periods.
IV-27
SPECIAL PROVISION NO.5
RESIDENT PROJECT REPRESENTATIVE
1. ON-SITE OBSERVATION. The Resident Project Observation for this contract
shall be performed by the Engineer or his duly authorized representative.
2. DUTIES OF RESIDENT PROJECT REPRESENTATIVE (RPR). The RPRs
Inspector's duties and responsibilities are to:
a. Monitor performance of the Contractor; require correction of work that
does not meet plans and specifications; and report serious problems to
the Engineer and Owner.
b. Determine test sites/locations, coordinate and supervise testing.
c. Interpret plans and specification details.
d. Resolve minor construction problems.
e. Maintain project records.
f. Review and approve requests for payment to the Contractor.
g. Conduct day-to-day construction observations.
h. Maintain a project diary on a daily basis.
I. Maintain up-to-date records on quantities of work performed and
quantities of materials in place.
j. Contact Engineer for advice and assistance when needed and when major
problems arise.
k. Recommend to the Engineer when a Change Order or Supplemental
Agreement is required.
3. OFFICE. See Special Provision NO.8 for Resident Engineer I s (RPR) Office.
IV-28
SPECIAL PROVISION NO.6
SAFETY AND SECURITY REQUIREMENTS
1. SAFETY REQUIREMENTS
A. Construction Sequencinq. All construction being accomplished under this
contract shall be in accordance with the sequencing indicated on the
drawings.
B. Radio Communications. When working in an Air Operations Area (AOA) ,
whether closed or not, the Contractor shall maintain communications by
two-way radio with the Airport Radio Frequency during all hours of Radio
Frequency operations. The Contractor's radios shall be capable of
operating on the ground control frequency assigned to the Radio
Frequency. The radio operator shall be trained on the use of the radio,
including the terminology normally used on airports for ground control
communications. If the Contractor is operating in more than one general
area on the airport at the same time, additional radios shall be provided to
allow coordination of work activities with the Airport Frequency.
I n addition to the above requirements for radios for use by Contractor's
personnel, the Contractor shall provide a similar two-way radio for
exclusive use by the Resident Inspector during normal working hours
throughout the contract time period.
C. Construction Activitv and Aircraft Movements. During the time that the
Contractor is performing some work, the Airport will remain in use by
aircraft except as provided herein. To the extent feasible and convenient,
in the opinion of the Engineer, the use by aircraft of runways and taxiways
adjacent to areas where the Contractor is working will be so scheduled as
to reduce disturbance to the Contractor's operations. Aircraft operations,
unless otherwise specified in the contract specifications, shall always have
priority over any and all of the Contractor's operations and the Contractor
shall not allow his employees, sub-contractors, material men or any other
persons over whom he has control, to enter or remain upon or allow any
plant or materials to be brought or remain upon any part of the airport
which, in the opinion of the Engineer, would be a hazardous location.
Should aprons, runways or taxiways be required for use of aircraft and
should the Engineer or Resident Inspector deem the Contractor to be too
close to the portion used by aircraft for safety, he may in his sole
discretion order the Contractor to suspend his operations, remove his
personnel, plant, equipment and materials to a safe distance and stand by
until the runway and taxiways are no longer required for use by aircraft.
IV-29
D. Limitations of Construction
1 ) All Contractor vehicles that are authorized to operate on the Airport
outside of the designated construction area limits or haul routes as
specified on the plans and in the active Aircraft Operations Area
(AOA) shall display in full view (3600) above the vehicle a 3' x 3' or
larger orange and white checkerboard flag, each checkerboard
color being l' square. Any vehicle operating in the active AOA
during the hours of darkness shall be equipped with a flashing
amber (yellow) dome-type light mounted on top of the vehicle
display in full view (3600) and of such intensity to conform to local
codes for maintenance and emergency vehicles.
2) All Contractor vehicles that are required to cross active runways,
taxiways and approach clear zones shall do so under direct control
of a flagman. The flagman shall be trained and instructed by
Airport Operations in the regulations governing operations on the
AOA and the Airport. The flagman shall remain with his vehicle at
all times. All aircraft traffic on runways, taxiways and aprons shall
have priority over Contractor's traffic. In the event that flagman is
not available, the Contractor must provide his authorized personnel
with radios operating on the local ground control frequency of 121.9
for clearance when crossing active runways or taxiways.
3) No runway, taxiway apron or aircraft roadway shall be closed
without written approval of the Airport Manager to enable necessary
Notices to Airman (NOT AM) or advisories to airport service or
tenants. A minimum of 48 hours notice of requested closing shall
be directed to the Engineer who will coordinate the request with the
Airport Manager.
4) Any construction activity within 200' of an active runway centerline
or 73' from an active taxiway centerline or open excavations in
excess of three inches (3") deep within the above areas will require
closure of the affected runway or taxiway unless otherwise
approved by the Airport Manager. Closure requires the same
provisions as Paragraph 3) above.
5) Open flames, welding or torch-cutting operations are prohibited
unless adequate fire and safety precautions have been taken and
the procedure approved by the Airport Manager.
6) Stockpiled material shall be constrained in a manner to prevent
movement resulting from aircraft blast or wind conditions in excess
of 1 0 knots.
IV-3D
7) Open trenches, excavation and stockpiled material located in the
AOA shall be prominently marked with flags and lighted by
approved light units during hours of visibility and darkness.
8) Contractor to provide barricades across pavement to isolate
construction activities from aircraft operating areas at locations as
determined by the Resident Inspector. Barricades to be orange
and white striped 8" x 8" timber, low-silhouette type barricades with
battery operated red flashing lights or approved equal. Each
barricade shall have a minimum of two flashing lights with the
intensity of the lights being of such brightness so as to be readily
identified during darkness periods. Barricades to be spaced
approximately 20' on centers. Barricades to be sandbagged as
necessary to prevent from being blown over. Barricades shall be
removed at individual locations as paving in the area is completed.
Cost of barricades shall be incidental and included in the
mobilization cost.
9) During runway closures, the Contractor shall provide temporary
runway closure markers (lighted X) on each runway end (over
runway numerals) in accordance with the special provisions of
these specifications unless otherwise approved by the Engineer.
10) The Contractor shall keep all active airfield pavement clear of all
debris, stones and other materials during construction. All active
pavement shall be cleaned and inspected by the Contractor's
superintendent prior to release of work crews after each shift of
work.
11 ) All construction barricades shall be inspected by the Contractor's
superintendent prior to release of work crews after each work shift
to ensure barricades are properly placed and lighted for non-work
hours.
12) Equipment, materials, open trenches, excavation and stockpiled
material will not be allowed within 200' of centerline of active
runways or within 73' of active taxiways after work operations are
ceased each work shift. Coverings for open trenches must be of
such strength as to support the weight of a 60,000 pound gross
weight aircraft on an FAA dual-gear type undercarriage.
13) All existing facilities, equipment (runway/taxiway lights, visual aids,
NAVAIDS, etc.) and underground utilities shall be carefully
protected by the Contractor. Any damage to these items caused by
IV-31
the Contractor or Sub-Contractors shall be immediately repaired
and restored to a condition similar or equal to the original condition.
E. Payment. No separate payment shall be made for the safety
requirements stated above. All costs necessary to provide these items or
services shall be included in other bid items quoted in the Bid Proposal.
2. SECURITY REQUIREMENTS
A. General Intent. The Contractor shall comply with all security requirements
specified herein. The Contractor shall designate in writing the name of his
Contractor Security Officer (CSO). The CSO shall represent the
Contractor on the security requirements of the contract.
B. Construction Security Committee. The committee shall be established by
the Manager or Director concurrent with the life of this contract to monitor,
coordinate and adopt new securi~y procedures relating to this contract.
Meeting shall be scheduled by the Manager or Director. Committee
membership shall include the CSO, the Manager or Director and such
other personnel as the Manager or Director may designate.
C Contractor Personnel Security Orientation. The CSO shall be responsible
for briefing all contractor personnel on these requirements and, from time
to time, other security provisions adopted by the Construction Security
Committee. All new contractor employees shall be briefed on these
requirements prior to working in the construction area.
D. Access to the Site. Contractor's access to the site shall be as shown on
the plans. No other access points shall be allowed unless approved by
the Manager or Director. All contractor traffic authorized to enter the site
shall be operated by personnel experienced in the route or guided by
contractor personnel. The Contractor shall be responsible for traffic
control to and from the various construction areas on airport property. The
Contractor shall be responsible for immediate clean-up of any debris
deposited along any route resulting from his construction traffic.
Directional signing at the access point and along the delivery route to the
storage area or work sites shall be as directed by the Resident Project
Engineer or Representative.
E. Materials Delivery to the Site. All Contractor's material deliveries to the
site shall enter the airport only at designated gates and such deliveries
shall be escorted to the construction site by experienced contractor
personnel. This will preclude delivery trucks from entering into the airport
or taking short cuts through the perimeter gates and entering into aircraft
operation areas inadvertently.
IV-32
F. Identification - Vehicles. The Contractor shall establish and maintain a list
of contractor and sub-contractor vehicles authorized to operate on the site.
Vehicle permits shall be assigned in a manner to assure positive control of
all vehicles at all times. Each vehicle shall display a large company sign
on both sides of vehicles. The CSO shall maintain a current list of
companies authorized to enter and conduct work on the airport.
Employee personal vehicles shall be parked in designated areas. These
vehicles shall not enter the airfield at any time. All vehicles and equipment
entering the job site shall display the company's logo and/or name.
G. Identification - Personnel. The Contractor's onsite personnel shall be
'badged with identification from the Key West International Airport. The
contractors supervisors shall submit to a criminal history fingerprints check
from the FBI via the Key West International Airport Security manager. All
supervisors shall be required to attend an Airport Orientation seminar
presented by the airport operations and security unit. All other non-
supervisory personnel of the contractor and subcontractor shall be issued
a construction worker security badge supplied by the Key West
International Airport, said badges will be issued to the Head Contractor for
said project. The head contractor shall maintain a master list of all
personnel issued said contractor security badges. The list shall be made
available for the airport security unit inspection during all hours of
construction on the airport. All personnel shall wear their badges on the
outermost portion of their garment above their waist at all times while on
the airport property. The contractor shall comply with all instructions
issued by the airport security unit. The contractor shall provide the airport
with the name and a 24 hour contact number for its security officer. Upon
the completion of the FBI check, the contractor's issued full airport access
badge for the EYW (SIDA) will act as escorts to all other personnel. The
definition of escort will be explained during the airport training seminar.
H. Manaaer or Director. The work on the Kev West International Airport shall
be under the direction of the Airport Manager or his authorized agent(s).
I. Construction Area Li.mits. The limits of construction, material storage
areas, equipment storage area, parking area and other areas defined as
required for the Contractor's exclusive use during construction shall be
marked. The Contractor shall erect and maintain around the perimeter of
these areas suitable fencing marking and/or warning devices visible for
day/night use.
J. Contractor shall maintain security at all times during construction.
K. Payment. No separate payment for the above security requirements shall
be made. All costs necessary to cover these items and services shall be
included as part of other bid items quoted in the Bid Proposal.
IV-33
SPECIAL PROVISION NO.7
LIST OF DRAWINGS
The drawings which show the location, character, dimensions and details of the work to be done
and which are to be considered as a part of the contract supplementary to the specifications are
as follows:
Sheet No.
Description
Cover Sheet
Civi I
C-1
C-2
C-3
C-4
C-5
C-6
C-7
C-8
C-9
C-10
C-11
C-12
C-13
C-14
C-15
C-16
XS-1
XS-2
XS~3
XS-4
XS-5
XS-6
XS-7
XS-8
XS-9
XS-1 0
EMAS
EM-1 EMAS Block Layout Runway 9 Departure End
EM-2 EMAS Block Typical Cross Sections "A-A" & "B-8"
EM-3 Grooving Plan and Details
EM-4 EMAS Block Details
Mitigation Areas 1 & 2
M-1 Mitigation Area 1 & 2 - Notes (1)
M-2 Mitigation Area 1 & 2 - Notes (2)
M-3 Mitigation Area 1 & 2 - Notes (3)
M-4 Mitigation Area 1 & 2 - Planting Detail and Planting Information
M-100 Mitigation Area 1 - Grading Plan
M-101 Mitigation Area 1 - Mitigation Plan
Summary of Quantity
Project Layout Plan with Aerial
Project Layout Plan, Safety, Security & General Notes
Construction Plan Notes and Schedule
Grading Plan 1
Grading Plan 2
Grading Plan 3
Grading Plan 4
Fencing Plan and Details
Temporary Air and Water Pollution, Soil Erosion, and Siltation Control
Pavement Marking Layout Plan
Pavement Marking Plan ST A 0+00 TO ST A 15+00
Pavement Marking Plan ST A 15+00 TO ST A 30+00
Pavement Marking Plan ST A 35+00 TO ST A 45+00
Pavement Marking Plan ST A 45+00 TO ST A 60+00
Pavement Marking Details
Cross Sections - ST A 2+00 to ST A 6+00
Cross Sections - ST A 8+00 to ST A 12+00
Cross Sections - ST A 14+00 to ST A 18+00
Cross Sections - ST A 20+00 to ST A 24+00
Cross Sections - ST A 26+00 to ST A 30+00
Cross Sections - ST A 32+00 to ST A 36+00
Cross Sections - ST A 38+00 to ST A 42+00
Cross Sections - ST A 44+00 to ST A 48+00
Cross Sections - ST A 50+00 to ST A 54+00
Cross Sections - ST A 56+00 to ST A 58+00
IV-34
M-102
M-1 03
M-200
M-201
M-202
M-203
Mitigation Area 1 - Cross Section
Mitigation Area 1 - Planting Plan
Mitigation Area 2 - Grading Plan
Mitigation Area 2 - Mitigation Plan
Mitigation Area 2 - Cross Section
Mitigation Area 2 - Planting Plan
IV-35
SPECIAL PROVISION NO.8
RESIDENT ENGINEER'S (RPR) OFFICE
THIS SECTION IS NOT APPLICABLE
IV-36
SPECIAL PROVISION NO.9
TEMPORARY FACILITIES
1. GENERAL DEFINITIONS
A. This section specifies certain minimum temporary facilities to be provided
regardless of methods and means selected for performance of the work
but not by way of limitation and not assured for compliance with governing
regulations. Use of alternate temporary facilities may be permitted subject
to the Engineer's and Owner's approval and acceptance.
B. Energy Considerations: Administer the use of temporary facilities in a
manner which conserves energy but without delaying work or endangering
persons or property; comply with reasonable requests by the Engineer
and Owner.
C. Costs: Except as otherwise indicated, costs associated with temporary
facilities are the Contractor's. Temporary facilities remain the property and
responsibility of the Contractor.
D. Dust Control: Adequate measures shall be taken to prevent the transfer of
dust to other areas of the airport complex.
E. Noise Control: Where work is being conducted in or adjacent to occupied
areas, the Contractor shall make every effort to keep construction noise to
a minimum.
F. Fire Protection: In addition to temporary water service for construction
and the placing of permanent fire protection facilities in operating condition
at earliest feasible date, provide fire extinguishers of types and sizes
recommended by NFPA or any other governing authority or agency.
Provide Type A extinguishers in field offices and for similar exposures,
Type ABC in construction areas. Locate extinguishers near each
entrance. Prohibit smoking except in marked, non-hazardous areas.
Smoking in existing premises is prohibited.
G. Environmental Protection: Review exposure to possible environmental
problems with the Engineer and Owner. Establish procedures and
discipline among tradesmen and provide needed facilities which will
protect against environmental problems (pollution of air, water and soil,
excessive noise and similar problems).
IV-37
2. TEMPORARY PROTECTION
Provide facilities and services as necessary to effectively protect project from
losses and persons from injury during the course of construction.
The existing utilities shall not be modified for use by the Contractor. Do not
interrupt existing services serving occupied or used facilities except when
authorized in writing by the Owner. Provide temporary services during
interruptions to existing utilities as acceptable to the Owner.
The Contractor shall furnish electrical and water utilities as required and provide
temporary power, telephone and system connections where required by the
Owner to continue operation of existing equipment or systems during
construction.
3. TEMPORARY STAGING/STORAGE AREAS
A. The Contractor may provide a trailer or prototype building field office for
his own use. The location of the field office or building must be approved
by the Engineer and Owner. All costs for connection to utilities shall be
paid for by the Contractor. Water, electric and telephone will be available
on site.
Equipment not in use during construction, nights and/or holidays shall be
parked in areas designated by the Engineer and Owner. Construction
workers' private vehicles shall be parked within the areas.
B. During construction, the Contractor shall maintain these areas in a neat
condition.
The Contractor's vehicles, equipment and materials shall be stored in the
areas designated by the Engineer. Upon completion of the work, the
staging and storage areas shall be cleaned up and returned to their
original condition to the satisfaction of the Owner. Remove all construction
fencing and barricades from the project site. No special payment will be
made for clean-up and restoration of the storage area.
Personal vehicles will not be permitted beyond the Contractor's parking
area. Drivers of vehicles being operated beyond this area shall be subject
to loss of permission to enter the construction site.
c. If additional storage areas are needed, the Contractor may request it from
the Engineer. The request will be reviewed on the basis of what is to be
stored and the area needed. The Contractor shall provide any necessary
fencing and/or. security.
IV-38
4. TEMPORARY CONSTRUCTION FACiliTIES
A. Access to the work area: Contractor shall provide access to the Work
Area (Means and Methods) prior to construction. This access shall comply
with all governing regulations. Contractor shall obtain a specific permit for
this temporary access if it is required by any regulatory agency. The cost
of the access with all associated permits are the Contractor's
responsibility.
B. De-watering: Maintain construction work free of water accumulation. Do
not endanger the work or adjacent properties.
c. Miscellaneous Facilities: Provide miscellaneous facilities as needed
including ladders, runways, shoring, scaffolding, railing, bracing, barriers,
closures, platforms, temporary partitions and similar items.
5. TEMPORARY SUPPORT FACiliTIES
A. General: Provide facilities and services as may be needed to properly
support the primary construction process and meet governing regulations.
B. Drinking Water: Provide either pipe-connected potable water fountains or
electric cooled bottled water fountains or insulated potable water
containers in work areas spaced so that personnel at the site will travel no
more than 300 feet.
c. Toilets: Furnish adequate temporary sanitary facilities within the
Contractor's staging and storage areas located on the drawings for the
use of workmen during the entire period of construction. Temporary
facilities shall be furnished at a minimum ratio of one toilet for each 25
workmen or as required by local governing code, whichever is greater.
The toilets shall be portable, chemical type or water-borne type connected
to an approved existing sanitary sewer.
Toilets shall be placed or installed in conformity with local governing code
requirements and shall be enclosed in a weather-tight, fly-proof building
with a self-closing door. The building shall be tied down to prevent
overturning by wind. Provide standard, roll-type toilet paper holder and a
supply of standard, roll-type toilet tissue.
The premises shall be thoroughly disinfected at least twice each week.
Provide means for locking the door from the outside and keep locked at all
times except during hours that workmen are at the project site.
IV-39
6. TEMPORARY UTILITY SERVICES
A. The Contractor shall coordinate the requirements for temporary utilities
with the Owner and shall install at the Contractor1s expense all necessary
utilities in a safe, acceptable manner. Should leaks, breaks, etc. occur
during installation or use, the Contractor shall immediately notify the
appropriate utility personnel and promptly repair the utility so as to keep
disruption of service to a minimum.
B. The Contractor shall provide temporary wiring if required. All wiring shall
meet all safety requirements of the National Electrical Code, Florida
Department of Commerce, Bureau of Workers. Compensation or local
requirements. In addition, all wire shall be so sized that it is not
overloaded according to the National Electrical Code and all wire used
shall be fused to adequately protect that wire according to the Code
referred to.
C. The Contractor shall provide all temporary lines and connections from
existing sources of water as required for the work. The Contractor is
responsible for proper drainage of water used.
D. The Contractor shall furnish all temporary wiring, piping connections and
other apparatus that is needed to operate the utilities and shall remove all
evidence of same when work is complete.
E. The Contractor is responsible for obtaining and paying for all utilities that
he requires at the project site.
7. STAGING. STOCKPILE AND SPOIL AREAS
The staging area(s) depicted on the plans shall be used to house the
Contractor1s and Resident Project Representative's Inspector1s offices and to
store all idle equipment, supplies and construction materials (other than bulk
materials such as aggregate, sand and soil).
The Contractor may erect and maintain throughout the life of this contract, at his
expense, a six-foot high fence of chain link fabric around the perimeter of each
staging area used. He may also install vehicle and pedestrian gates as
necessary to provide adequate ingress/egress.
Additionally, the perimeter of any staging area which abuts an active operation
pavement shall be marked with red flashing barricades no more than 50 feet
apart.
Upon completion of all work, remove all construction fencing and barricades from
the project site.
I V -40
The Contractor's vehicles, equipment and materials shall be stored in the area
designated on the plans. Upon completion of the work, the storage area shall be
cleaned up and returned to its original condition to the satisfaction of the Owner.
Personal vehicles will not be permitted beyond the Contractor's parking area.
Drivers of vehicles being operated beyond this area shall be subject to loss of
permission to enter the construction site.
Equipment not in use during construction, nights and/or holidays will be parked in
the Contractor's staging area. Exceptions will only be approved by the Engineer
when absolutely necessary. Parking of construction workers' private vehicles
shall also be within the staging area construction fence.
Stockpile areas shall be used to store all bulk materials needed for the project
and mayor may not be fenced at the Contractor's option. However, yellow
flashing barricades shall be installed where potential conflicts with air or ground
vehicular traffic might occur.
Separate stockpiles shall be created for the project construction. Separate
stockpiles shall be created for structural soil and topsoil. Stockpiles shall not
penetrate the FAR Part 77 imaginary surfaces.
All other waste material, including rubble and debris, shall be removed from the
Airport at the Contractor's expense.
No stockpile areas to store all bulk materials for the project are provided. All
material removed by excavation, such as concrete, asphalt or limerock, trash,
rubbish and vegetation shall be transported off the Airport limits when it is taken
up. It will not be stockpiled on Airport property.
The Contractor shall provide all necessary temporary environmental controls as
required by laws, regulations or as directed by the Engineer (including, but not
limited to: hay bales, siltation fence, etc.) to protect the environment from erosion
of any stockpile areas.
The cost for these temporary environmental controls shall be considered
incidental to the project.
IV-41
SPECIAL PROVISION NO.1 0
DEWATERING
Dewatering operations and any permits necessary to complete any portion of this
project, including, but not limited to, trench excavation, backfill, installation of edge light
fixtures, junction boxes, conduit and the installation of new cables in existing ducts shall
be considered incidental to the bid item for which de-watering may be necessary.
No separate payment will be made for the cost of dewatering.
IV-42
SPECIAL PROVISION NO. 11
PRECEDENCE OF DOCUMENTS
1 . GENERAL. The Bid Documents, Contract, Special Provisions, General
Provisions, Specifications, Plans and all referenced Standards cited in these
documents are essential parts of the contract requirements. A requirement
occurring in one is as binding as though occurring in all. They are intended to be
complementary to describe and provide for a complete work.
2. ORDER OF PRECEDENCE. In case of conflicts within the above-mentioned
documents, the order of precedence shall be as follows:
A. Bid Documents (Division I) (including any and all Addenda)
B. Contract (Division II)
c. Special Provisions (Division IV)
D. Technical Specifications (Division V)
E. General Provisions (Division III)
F. Plans (large scale detail drawings over smaller scale general drawings)
IV-43
SPECIAL PROVISION NO. 12
FINAL PAY REQUESTS AND RELATED FORMS
In addition to the requirements for payments (Partial and Final) stipulated in General
Provisions (Division III) Section 90 MEASUREMENT AND PAYMENT and in Special
Provision No.1 PROJECT GENERAL REQUIREMENTS Section 25 (Division IV).
All pay requests shall be prepared by the Contractor within the time frames stipulated in
the County Procedures unless otherwise approved by the Engineer and Owner.
Pay Requests and related forms shall be submitted in one (1) original and one (1) copy
to the Engineer, unless otherwise instructed by him. Contractor shall use Monroe
County Application for Payment form (see attachment), and shall provide related forms
from the American Institute of Architects, such as:
X Change Order (Form G-701)
X Certificate of Substantial Completion (Form G-704)
X Contractor's Affidavit of Payment of Debts and Claims (Form G-706)
X Contractor's Affidavit of Release of Liens (Form G-706A)
X Consent of Surety to Final Payment (Form G-707)
IV-44
ATTACHMENTS
IV -45
APPLICATION
FOR PAYMENT
FORM
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SPECIAL PROVISION NO. 13
SOIL BORING REPORT AND
LABORATORY TESTING
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~~. .To Build On
Engineering · Consulting · Testing
February 13, 2008
Revised February 20, 2008
URS CORPORATION (URS)
7650 Corporate Center Drive, Suite 400
Miami, Florida 33126
Attention:
Mr. Andres Gutierrez, P. E.
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Re: Report of Geotechnical Engineering Services
Runway Safety Area Improvements at
KEY WEST INTERNATIONAL AIRPORT
Key West, Florida
PSI Project No. 397-85005
URS Job No. 12638813.00000
Dear Mr. Gutierrez:
Professional Service Industries, Inc. (PSI) has completed a geotechnical engineering study in
connection with the noted project. Our services were provided in general accordance with PSI
Proposal No. PO-397-850001 dated January 8, 2008. Authorization to proceed was provided by
means of a URS subcontract agreement dated January 22, 2008.
We trust this report is adequate for your current needs, however, should you have any questions
or should a.dditional information be required, please do not hesitate to contact our office at (305)
471-7725.
Respectfully submitted,
Professional Service Industries, Inc.
Certificate of Authorization No: 3684
Hu E. Soto, PE
Principal Consultant
FL. License No. 36440
DB/HES/db/cd
cc: Addressee (10 and PDF)
URS Corporation, Attn: Mr. Luis Sanchez (PDF)
File (1)
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Professional SerVice Industries, Inc.. 7950 N.W. 64th Street. Miami, FL 33166. Phone 305/471-7725. Fax 305/593-1915
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KEY WEST INTERNATIONAL AIRPORT
PSI Project No. 397-85005
URS Job No. 12638813.00000
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TABLE OF CONTENTS
1.0 P R OJ E CT IN FORMA TI 0 N ............................................................................................ ~...... 1
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2.0 SCO P E OF WORK.. ......... ............. ....... ....... .... ... ...... ..... ............... ............. ...... .... ... ......... ..... 1
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3.0 FIE L D TE S TIN G .. . . . . . .. .. . . . . .. . . . .. .. .. .. .. . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . .. . . . . . . .. . . . .. . . . . . . . . . . . . . . . . .. . . . . .. . . . . . . . . . .. .. 2
3.1 STANDARD PENETRATION TEST (SPT) BORINGS .................................................................. 2
3.2 HAND PROBES.................................................................................................................... 2
3.3 LB R SAMPLING LOCATION................................................................................................... 2
4. 0 LA 8 0 RAT 0 R Y T EST I N G .................................................................................................... 2
4.1 SOIL CLASSIFICATION TESTING............................................................................................ 2
4.2 G RAI N SIZE ANAL YS IS. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
4.3 MOISTU RE CONTENT DETERMI NATIONS.. . . . . . . .. . . . . .. .. . . . . . . . .. ... . . .. . . .. . .. . .. . . .. . . . . .. .. . .. . . . . .. .. . . . . . . . .. . . .. 3
4.4 LIMEROCK BEARING RATIO (LBR) TEST............................................................................... 3
5.0 SUBSURFACE AND GROUNDWATER CONDITIONS........................................................ 4
5. 1 G ENE RAL .................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
5 . 2 SOl LBo R I N G RES U L TS (S P T B 0 R I N G S ) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
5. 3 G R 0 UN D W ATE ReO N D I TI 0 N S .............................................................................................. 4
5 . 4 HAN D PRO B E S. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
6.0 EVALUATION AND RECOMMENDATIONS ........................................................................5
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7.0 SITE PREPARATION... .... ....... ...... ....................... ....... .... ........ .... ... ...... ..... ... ....... ............. .... 5
7. 1 G ENE RAL .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 5
7.2 STRUCTURAL FILL AND BACKFILL......................................................................................... 6
7. 3 GROUNDWATER CONTROL.................................................................................................. 7
8 .0 EX C A V A TI 0 N ...................................................................................................................... 7
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9.0 RE PORT L I M IT A TI 0 N S ....................................................................................................... 7
APPENDIX
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Sheet 1:
Sheet 2:
Sheet 3:
Sheet 4:
Sheet 5:
Sheet 6:
Sheet 7:
Sheet 8:
Site Vicinity Map
Site Plan/Field Testing Location Plan (Western)
Site Plan/Field Testing Location Plan (Eastern)
Grading Plan 1 (Prepared by URS)
Cross-Sections STA. 2+00 to 6+00 (Prepared by URS)
Grading Plan 4 (Prepared by URS)
Cross-Sections STA. 56+00 to 58+00 (Prepared by URS)
Generalized Soil Profile
Individual Boring Logs
Drilling and Sampling Procedures, Field Tests and Measurements
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KEY WEST INTERNATIONAL AIRPORT
PSI Project No. 397-85005
URS Job No. 12638813.00000
1
1.0 PROJECT INFORMATION
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The subject site is located within the Key West International Airport (KWA) in Key West, Monroe
County, Florida. Specifically, the project is to include the improvements of the airport runway along
its east and west ends. A site vicinity map identifying the project location with respect to existing
streets and features has been presented in Sheet 1 of the Appendix. Limits of the runway
improvements with the respect to the existing runway have been presented in Sheets 2 (western)
and Sheet 3 (eastern) of the Appendix.
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Based on the information provided by URS and our telephone conversation with Mr. Luis
Sanchez with URS, it is our understanding that improvements to the KWA are to specifically
include the development of the "Engineered Material Arresting System" (EMAS). Furthermore,
the EMAS is an FAA regulated requirement that acts as a protection against aircraft overruns,
undershoots or veers off the side of the runway. Furthermore, based on our review of literature
on EMAS available online, it is our understanding that an Engineered Materials Arresting
System (EMAS) uses materials of closely controlled strength and density placed at the end of a
runway to stop or greatly slow an aircraft that overruns the runway, usually consisting of a
lightweight, crushable concrete. When an aircraft rolls into an EMAS arrestor bed, the tires of
the aircraft sink into the lightweight concrete and the aircraft is decelerated by having to roll
through the material.
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During the time of our field exploration, areas beyond the western end of the runway
corresponded to a lake. Based on our review of "Grading Plan 1'J J it is our understanding that
the current elevation contours in the western area are typically +0.5 to +3.0 feet (higher grades
corresponding to the outside areas/perimeter of the proposed runway safety areas). The
proposed final grades in this area are estimated to be +2.0 to +4.0 feet. A dirt road was present
around the lake that enabled access to the boring location. The proposed runway safety areas
corresponded to soft compressible submerged land beyond the eastern end. Based on our
review of the supplied IIGrading Plan 4", it is our understanding that the current elevation
contours in the eastern area are typically in the range of +0.5 to +2.0 feet. Proposed contours
for this area are estimated to be +4.0 at the centerline of the EMAS, sloping to +3.0 feet along
the perimeter. Grading plans and cross-section sheets (both prepared by URS) are presented
in Sheets 4 through 7 in the Appendix.
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If any of the noted '-information is incorrect or has changed, please notify PSI so that we may
amend the recommendations presented in this report, if appropriate.
2.0 SCOPE OF WORK
As requested in the URS Request for Proposal dated December 28, 2007, PSI performed a total
of four (4) Standard Penetration Test (SPT) borings to depths of 10 feet below existing grade.
Additionally, PSI performed hand probes within the lake in areas corresponding to the proposed
runway safety areas. Lastly, PSI collected subgrade samples in connection with Limerock Bearing
Ratio (LBR) tests. The various field exploration locations have been presented in Sheets 2 and 3
of the Appendix. Following completion of our field services, all boreholes were backfilled with
excavated soil/rock cuttings and the representative soil samples returned to our office for visual
classification by a geotechnical engineer. The results of our field services, together with
geotechnical recommendations for site preparation, are presented herein.
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KEY WEST INTERNATIONAL AIRPORT
PSI Project No. 397-85005
URS Job No. 12638813.00000
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3.0 FIELD TESTING
3.1 STANDARD PENETRATION TEST (SPT) BORINGS
As requested by Mr. Gutierrez, PSI performed a total of four (4) SPT borings to depths of 10
feet below grade using the techniques of ASTM 0-1586. The boring locations were adjusted in
the field due to accessibility constraints posed to our truck mounted drilling equipment from soft
compressible soils at the site.
After seating the sampler six (6) inches, the number of successive blows required to drive the
sampler twelve (12) inches into the soil constitutes the test result commonly referred to as the
"N" value. The uN" value has been empirically correlated with various soil properties and is
considered to be indicative of the relative density of cohensionless soils and the consistency of
cohesive soils. The SPT borings were performed using CME-55 mounted drill rig using an
automatic hammer. The recovered split spoon samples were visually classified in the field and
placed in glass jars and transported to the laboratory for further review and select laboratory
testing.
3.2 HAND PROBES
Hand probes were performed in areas not accessible by our truck mounted drilling equipment.
The hand probes were conducted by a two-man crew traversing along the east-west direction.
PVC pipes (piezometers) installed within the runway safety areas (by others) were used as a
reference. Approximately, 150 and 100 hand probes were completed on the proposed western
and eastern runway safety areas, respectively.
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3.3 LBR SAMPLING LOCATION
As requested by Mr. Gutierrez, PSI collected two sets of samples from the site (at locations LBR-1
and LBR-2) in connection with LBR testing.
4.0 LABORATORY TESTING
4.1 SOIL CLASSIFICATION TESTING
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Representative soil samples collected from the field exploration program were visually reviewed in .
the laboratory by a geotechnical engineer to confirm the field classification. The samples were
classified in general accordance with the AASHTO Classification System. Classification was
based on visual observations with the aid of the laboratory test results performed on selected
representative samples. Laboratory classification tests consisting of grain-size analysis tests
(gradation) and natural moisture content tests were performed on selected soil samples believed
to be representative of the materials encountered (hand probes).
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4.2 GRAIN SIZE ANALYSIS
The grain-size analysis tests were conducted in general accordance with the FOOT test
designation FM 1-T088 (American Society for Testing and Materials [ASTM] test designation D-
422).
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KEY WEST INTERNATIONAL AIRPORT
PSI Project No. 397-85005
URS Job No. 12638813.00000
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The grain-size analysis test measures the percentage by weight of a dry soil sample passing a
series of U.S. standard sieves, including the percentage passing the No. 200 Sieve. In this
manner, the grain-size distribution of a soil is measured. The percentage by weight passing the
No. 200 Sieve is the amount of silt and clay sized particles. The gradation of a soil, including the
amount of silt and clay, affects its engineering properties, including permeability, consolidation
rate, suitability as subgrade, and suitability as general fill material.
4.3 MOISTURE CONTENT DETERMINA liONS
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The laboratory moisture content test consists of determining the percentage of moisture in
selected samples in general accordance with FOOT test designation FM 1-T265 (ASTM test
designation.D-2216). Briefly, natural moisture content is determined by weighing a sample of the
selected material and then drying it in a warm oven. Care is taken to use a gentle heat so as not
to destroy any organics. The sample is removed from the oven and reweighed. The difference of
the two weights is the amount of moisture removed from the sample.
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The grain size and natural moisture content data has been presented in Table A.
Table A: Laboratory Test Results
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Hand Probe # Hand Probe Natural Moisture Passing No. 200
Location (1) Content (0/0) Sieve (0/0)
HP-1 Northeast 43 33
HP-2 SouthWest 123 44
HP-3 Northeast 195 46
HP-4 Southeast 99 21
Note:
1. HP sampling locations are shown on Sheets 2 and 3 of the Appendix.
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4.4 LIMEROCK BEARING RATIO (LBR) TEST
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The tests were performed in accordance with FDOT test designation FM 5-515. The LBR test is a
measure of the bearing capacity of soil. The test consists of measuring the load required to cause
a standard circular plunger (area of 3 in2) to penetrate a specimen at a specified rate. The LBR is
the load in pounds per square inch (psi) units, required to force the plunger into the soil 0.1 inch
expressed as a percentage of the load in psi required to force the same plunger the same depth
into a standard sample of crushed limerock. The average penetration load for a typical crushed
limerock found in Florida has been standardized to 800 psi. The results of the LBR test have been
presented in Table B.
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Table B: LBR Test Results
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Hand Probe # Sampling Location Material Type Maximum LBR (Ok)
LBR-1 East of Runway Light Brown/Gray Limerock 44.0%
with Fine Sand to Slightly
LBR-2 West of Runway Silty Fine Sand (GP/GP-GM) 73.8Ok
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Note:
1. LBR sampling locations are shown on Sheets 2 and 3 of the Appendix.
IR.Sil
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KEY WEST INTERNATIONAL AIRPORT
PSI Project N,o. 397-85005
URS Job No. 12638813.00000
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5.0 SUBSURFACE AND GROUNDWATER CO.NDITIONS
5.1 GENERAL
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The soil types encountered at the boring locations are presented in the form of Generalized Soil
Profile on Sheet 8 of the Appendix. Detailed individual logs are also presented in the Appendix.
The stratification presented is based on visual observation of the recovered soil samples and the
interpretation of field logs by a geotechnical engineer. Included with the profiles are the N-values
for the 3PT borings. The N-values have been empirically correlated with various soil properties
and are considered to be indica~ive of the relative density of cohesionless soils and relative
consistency of cohesive soils. Also included with the soil profiles are the groundwater levels
measured at the time the borings were drilled.
5.2 SOIL BORING RESULTS (SPT BORINGS)
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The exposed surface in boring SPT-3 consisted of topsoil underlain by granular fill soils; whereas,
in the remaining borings, the exposed surface consisted of granular fill soils. The granular fill soils
consisted of an intermixture of varying amounts of limerock, fine sand and traces of silt. Below the
fill soils the boring encountered moderately to strongly cemented limestone formation to the
maximum boring termination depth explored.
Please note that the SPT borings could only be performed in areas readily accessible by our truck
mounted drilling equipment. The results of the hand probes as noted in Section 5.4 should be
used in conjunction with the results presented herein.
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5.3 GROUNDWATER CONDITIONS
The groundwater table was observed within the SPT boring to be at depths ranging from 1.3 to
5.5 feet below existing grade. The difference in the water level is primarily a result of changes in
ground surface elevation between the borehole locations. Please note that'groundwater levels
fluctuate seasonally as a function of rainfall and the infiltration rate of the soil. Therefore, at a time
of the year different from the time of drilling, there is a possibility of a change in the recorded
levels. We estimate that during the peak of the wet hydroperiod, with rainfall and recharge at a
maximum, groundwater levels at the site could be one (1) to two (2) feet higher than those
measured in the borings.
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We recommend that the contractor determine the actual groundwater levels at the time of the
construction to determine groundwater impact on the construction procedure.
5.4 HAND PROBES
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Proposed Western Runwav Safety Area
A total of 50 hand probes were completed at each of the following locations: Area 1) in the dry
area corresponding to the outside perimeter of the lake, Area 2) within the inside perimeter of the
lake and Area 3) within the middle of the lake. The three areas have been indicated in Sheet 2 of
the Appendix.
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KEY WEST INTERNATIONAL AIRPORT
PSI Project No. 397-85005
URS Job No. 12638813.00000
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Hand probes within Areas 1 and 2 of the site disclosed 1 to 6 inches of compressible dark brown
very silty fine sand with wood and shell fragments (very silty soils). Area 1 was dry; whereas, Area
2 was submerged by 1 to 6 inches of water.
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Hand probes within Area 3 disclosed 1.5 to 2.5 feet of standing water; followed by, 3 to greater
than 6 feet of very silty soils. Please note that hand probes were discontinued in Area 3 due to
safety concerns. A flatbed boat will be required, if the depths of the very silty soils need to be
defined in greater detail.
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Proposed Eastern Runwav Safety Area
A total of 100 hand probes were completed with the proposed eastern runway safety area. The
hand probes disclosed 2 to 6 inches of standing water followed by 4 to 12 inches of very silty soils.
A few scattered areas disclosed dry exposed limerock fill at the grbund surface.
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6.0 EVALUATION AND RECOMMENDATIONS
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Based on the results of our field exploration and laboratory testing program, it is our opinion
that the proposed runway safety area improvements are feasible from a geotechnical
standpoint.
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.The layers of soft compressible very silty soils encountered at the site may have adverse long-
term impacts to the serviceability of the proposed runway safety area improvements if left in
place, particularly if additional fill is placed over the compressible materials. Long-term
consolidation of those soils and decaying organic matter (wood fragments) may result in the
deterioration of the surfaces of these aspects of the proposed development. If left in place, we
estimate that the compressible soil stratum will undergo greater than one (1) inch of post-
construction settlement. Therefore, we recommend the complete over-excavatio~ of the very
silty soils with compacted approved structural fill material as noted in Section 7.0 of the report.
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The contractor should be aware that the proposed eastern and western runway safety areas
consist of very soft compressible submerged soils and the overexcavation of these soils will
require special equipment.
7.0 SITE PREPARATION
7.1 GENERAL
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Based on the results of our field exploration we anticipate the site preparation procedures to
include the following:
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1. The location of any existing underground utility lines within the construction area should be
established. Provisions should be made to relocate any interfering utility lines within the
construction area. Abandoned utilities should be removed or grouted to reduce the
possibility of subsurface erosion that could result in future settlement.
2. Site preparation should include overexcavating the very silty soils within the development
area and a minimum of 10 feet beyond the outside lines.
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KEY WEST INTERNATIONAL AIRPORT
PSI Project No. 397-85005
URS Job No. 12638813.00000
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3. Following the initial site preparation operations, the very silty soils should be
overexcavated. Dewatering for this option will be costly. Therefore, we recommend that
the overexcavation/replacement activities be done in the "wet". Based on the results of our
hand probe we estimate the following depths of excavation:
a. West Side: Approximately 1 to 6 inches of compressible very silty soils in Areas 1
and 2. Approximately 3 to 6 feet of very silty soils in Area 3.
b. East Side: Approximately 4 to 12 inches of very silty soils.
4. The resulting excavation should be infilled with approved structural fill material. To perform
this type of infilling, we recommend that the fill material used both below the water table
and to a height of one foot above it consist of select granular fill (Unified Soil Classification
System Designation of GP/GW or FOOT Stone 57) with less than 5 percent material finer
than the No. 200 sieve and a maximum particle size of 3 inches.
5. The exposed select granular fill surface should be stabilized using a vibratory roller or a
compactor. Considering the size of the area that needs to be stabilized a vibratory roller
may be more effective.
6. The remaining fill to attain the final finish grade should be as per the recommendations
presented in Section 7.2 of the report.
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7.2 STRUCTURAL FILL AND BACKFILL
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Proper control of the placement and compaction of new fills for the project should be exercised by
. a representative of the geotechnical engineer. The fill materials should be plaCed in lifts not
exceeding 12 inches in loose thickness., Each lift should be compacted to a minimum of 95
percent of the Modified Proctor maximum dry density near the optimum moisture content as
determined by ASTM 0-1557. Fill to be compacted with a vibratory plate tamper or a small walk
behind vibratory roller should be placed in lifts not exceeding six inches in loose thickness. It is
imperative that any fill be placed, compacted and tested in accordance with the specifications of
this report in order to adequately support the loads. The tests should be performed by a qualified
soils technician working under the supervision of a geotechnical engineer in accordance with
appropriate ASTM procedures. Any fill indicating less than the recommended relative compaction
should be recompacted until the required density is obtained prior to the placement of subsequent
fill lifts or pouring concrete for substructures.
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Structural fill should be free of organic matter and consist of granular material containing less than
12 percent passing the U.S. Standard No. 200 mesh sieve. The fill material may be composed of
either clean sands and/or limerock. The fill material should have no particle size in excess of three
(3) inches and h~ve a Unified Soil Classification System designation of GP, GW, GP-GM, GW- .
GM, SP, SW, SP-SM or SW-SM.
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Structural fill or backfill to be placed below the water. table level should consist of an inorganic,
non-plastic material, free of any man-made debris, limerock with a three (3) inch maximum
particle size with ASTM (Unified) Soil Classification of GP, GW or FDOT 57 Stone with less than 5
percent material finer than the No. 200 sieve and a maximum particle size of 3 inches. The FDOT
57 stone should not be placed more than one foot above the water table level.
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The use of a commercially available fill material by the name "Cyclone Sand" should not be
permitted for the project. Cyclone sand contains large amounts of fines and is therefore very
sensitive to moisture. The moisture sensitivity of the material. makes it hard to compact and
achieve the desired densities.
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KEY WEST INTERNATIONAL AIRPORT
PSI Project No. 397-85005
URS Job No. 12638813.00000
7
7.3 GROUNDWATER CONTROL
Depending on the project needs, groundwater control mayor may not be required for construction
excavations at this site. If required for either excavation dewatering or removal of temporarily
perched water from a rain event, such water can be controlled by pumping from sumps located in
ditches or pits. Groundwater should be maintained at the following levels:
1. At least one (1) foot below the bottom of any excavation made during construction
operations and
2. At least two (2) feet below the surface of any vibratory compaction operations that requires
den sities/com pactio n.
Deeper excavations (if any) may require dewatering with well points to facilitate construction.
Dewatering systems should be designed and operated so as not to impact adjacent construction.
Additionally. the discharge from dewatering systems should be handled in accordance with
current regulatory criteria as related to the same.
8.0 EXCAVATION
In Federal Register, Volume 54, No. 209 (October 1989), the United States Department of Labor,
, Occupational Safety and Health Administration (OSHA) amended its "Construction Standards for
Excavations, 29 CFR, part 1926, Subpart P". This document was issued to better insure the safety
of workmen entering trenches or excavations. It is mandated by this federal regulation that all
excavations, whether they be utility trenches, basement excavations or footing excavations, be
constructed in accordance with the OSHA guidelines. It is our understanding that these
regulations are being strictly enforced and if they are not closely followed, the owner and the
contractor could be liable for substantial penalties.
The contractor is solely responsible for designing and constructing stable, temporary excavations
and should shore, slope, or bench the sides of the excavations as required to maintain stability of
both the excavation sides and bottom. The contractors responsible person, as defined in 29 CFR
Part 1926, should evaluate the soil exposed in the excavations as part of the contractor's safety
procedures. In no case should slope height, slope inclination, or excavation depth, including utility
trench excavation depth, exceed those specified in local, state, and federal safety regulations.
We are providing this information solely as a serv,ice to our client. PSI is not assuming.
responsibility for construction site safety or the contractor's activities; such responsibility is not
being implied and should not be inferred.
9.0 REPORT LIMITATIONS
Our professional services have been performed, our findings obtained, and our recommendations
prepared in accordance with generally accepted geotechnical engineering principles and
practices. This company is not responsible for the conclusions. opinions or recommendations
ma.de by others based on these data. No other warranties are implied or expressed. The
analyses and recommendations submitted in this report are based upon the data obtained from
the soil borings performed at the locations indicated.
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KEY WEST INTERNATIONAL AIRPORT
PSI Project No. 397-85005
URS Job No. 12638813.00000
8
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If any subsoil variations become evident during the course of this project, a re-evaluation of the
recommendations contained in this report will be necessary after we have had an opportunity to
observe the characteristics of the conditions encountered. The applicability of the report should
also be reviewed in the event significant changes occur in the design, nature or location of the
proposed structures.
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The scope of our services does not include any environmental assessment or investigation for the
presence or absence of hazardous or toxic materials in the soil, groundwater, or surface water
within or beyond the site studied. Any statements in this report regarding odors, staining of soils,
or other unusual conditions observed are strictly for the information of our client.
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As directed by the client, PSI did not provide any service to investigate or detect the presence of
moisture, mold or other biological contaminates in or around any structure, or any service that was
designed or intended to prevent or lower the risk of the occurrence of the amplification of the
same. Client acknowledges that mold is ubiquitous to the environment with mold amplification
occurring when building materials are impacted by moisture. CIi~nt further acknowledges that site
conditions are outside of PSI's control, and that mold amplification will likely occur, or continue to
occur, in the presence of moisture. As such, PSI cannot and shall not be held responsible for the
occurrence or recurrence of mold amplification.
,This report has been prepared for the exclusive use 'of URS Corporation and their design
consultants, for the specific application to Runway Safety Improvements at the Key West
International Airport in Key West, Florida.
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LOG OF BORING NO. SPT-1
RUNWAY SAFETY AREA IMPROVEMENTS AT
KEY WEST INTERNATIONAL AIRPORT
BORING TYPE: 21' SPLIT BARREL (SPT) KEY WEST, FLORIDA
CLIENT: URS CORPORATION
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SOIL DESCRIPTION
5
Light Brown/Gray LIMESTONE with Fine Sand
(Fill) Light Brown/Gray LlMEROCK with Fine Sand to
slightly Silty Fine Sand (GP/ GP-GM)
10
REMARKS
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ala..
4-4-5-17 9
15-17-20-22 37
18-23-25-20 48
14-15-17-26 32
31-(50/3") 50/3"
COMPLETION DEPTH
DATE DRILLED: 1/28108
~ ..~ .- Geotechnical Consulting Services
~ ~ 7950 N.W 64th Street
~-=--. Miami, FL 33166
~ 305l471-m5
Fax 3051593-1915
DEPTH TO WATER : 1.3
CHECKED BY: DB/CD
BLOWS I FT.
<3
3-8
8-24
24-40
>40
DENSITY
Very Loose
Loose
Medium Dense
Dense
Ve Dense
: 10.0
PROJECT NO: 397-85005
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STANDARD
PENETRATION
TEST
. N-V ALUE (ASTM 0-1586)
10 20 30 40 50 60 70 80 90
.. .... .. ...
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SURF. ELEV.: NP
DRILLER: OC
BLOWS I FT. CONSISTENCY
<1 Very Soft
1-3 Soft
3-6 Finn
6-12 Stiff
12-24 Very Stiff
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LOG OF BORING NO. SPT-2
RUNWAY SAFETY AREA IMPROVEMENTS AT
KEY WEST INTERNATIONAL AIRPORT
BORING TYPE: 2" SPLIT BARREL (SPT) KEY WEST, FLORIDA
CLIENT: URS CORPORATION
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5
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(FilL) Light Brown/Gray LlMEROCK with Fine Sand
(GP)
10
COMPLETION DEPTH
DATE DRILLED: 1/28/08
..... ...-....- Geotechnical Consulting Services
~ ~ 7950 N.W 64th Street
~-=--. Miami, FL33166
........ 305I471-n25
Fax 3051593-1915
: 10.0
REMARKS
DEPTH TO WATER : 1.3
CHECKED BY: DB/CD
BLOWS I FT.
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3-8
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24-40
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3-2-7-12 9
10-15-17-23 32
20-22-25-28 47
26-25-27-30 52
(SO/5") 50/5"
DENSITY
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Loose
Medium Dense
Dense
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PROJECT NO: 397-85005
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TEST
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10 20 30 40 50 60 70 80 90
.. .. .. .. ..
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SURF. ELEV.: NP
DRILLER: OC
BLOWS I FT. CONSISTENCY
<1 Very Soft
'1-3 Soft
3-6 Firm
6-12 Stiff
12-24 Very Stiff
>24 H J'i
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I
LOG OF BORING NO. SPT-3
RUNWAY SAFETY AREA IMPROVEMENTS AT
KEY WEST INTERNATIONAL AIRPORT
BORING TYPE: 2" SPLIT BARREL (SPT) KEY WEST, FLORIDA
CLIENT: URS CORPORATION
.-:
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REMARKS
SOIL DESCRIPTION
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Trace Roots (SP)
(Fill) Light Brown/Gray LlMEROCK with Fine Sand
(GP)
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DEPTH TO WATER : 3.2
CHECKED BY: DB/CD
Geotechnical Consulting Services BLOWS I FT.
7950 N.W 64th Street <3
Miami, FL 33166 8-3-824
3051471-7725
Fax 3051593-1915 24-40
>40
CJ)=
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3-4-4-6 8
5-6-9-10 15
12-13-15-20 28
23-25-25-27 50
32-40-43-40 83
DENSITY
Very Loose
loose
Medium Dense
Dense
Ve Dense
PROJECT NO: 397-85005
cr:
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STANDARD
PENETRATION
TEST
eN-VALUE (ASTM 0-1586)
10 20 30 40 50 60 70 80 90
. . .
. . .
. . .
. . .
. . .
SURF. ELEV.: NP
DRILLER: OC
BLOWS I FT. CONSISTENCY
<1 Very Soft
1-3 Soft
3-6. Firm
6-12 Stiff
12-24 Very Stiff
>24 r
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I
LOG OF BORING NO. SPT-4
RUNWAY SAFETY AREA IMPROVEMENTS AT
KEY WEST INTERNATIONAL AIRPORT
BORING TYPE: 2" SPLIT BARREL (SPT) KEY WEST, FLORIDA
CLIENT: URS CORPORATION
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REMARKS
SOIL DESCRIPTION
1
(Fill) Light Brown/Gray LlMEROCK with Fine Sand
(GP)
C/):
3:(0
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ala.
PROJECT NO: 397-85005
n:
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PENETRATION
TEST
eN-VALUE (ASTM 0-1586)
10 20 30 40 50 60 70 80 90
4-7-5-6 12
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Light Brown/Gray LIMESTONE with Fine Sand
-"I
: 10.0 DEPTH TO WATER : 5.5
CHECKED BY: DB/CD
Geotechnical Consulting Services BLOWS I FT.
7950 N.W 64th Street <3
Miami, FL 33166 8-3-824
3051471-7725
Fax 3051593-1915 24-40
>40
4-4-3-3
4-3-2-6 5
9-10-23-41 33
DENSITY
Very Loose
Loose
Medium Dense
Dense
Ve Dense
7 .
.. .. .. .. ..
- .. .. ... .. .. -.. .. .. .. .. .. .. . .. .. -.. . .. - .. .. .. .. .. .. .. - .. ..
SURF. ElEV.: NP
DRIlleR: OC
BLOWS I FT. CONSISTENCY
<1 Very Soft
1-3 Soft
3-6 Ann
6-12 Stiff
12-24 Ve Stiff
> 4
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DRilliNG AND SAMPLING PROCEDURES
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The borings were performed with a drilling rig equipped with a rotary head. The drill holes were
advanced by the use of a high speed rollercone bit, with bentonite drilling fluid being pumped
through the drill rods to remove the cuttings and to stabilize the side walls and bottom of the hole.
Representative samples were obtained by the use of split-barrel sampling procedures in general
accordance with the procedures for "Penetration Test and Split-Barrel Sampling of Soils" (ASTM
0-1586).
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FIELD TESTS AND MEASUREMENTS
- \
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Penetration Tests - During the sampling procedure, Standard Penetration Tests (SPT) were
performed at pre-determined intervals to obtain the standard penetration value (N) of the soil. The
standard penetration value (N) is defined as the number of blows of a 140 pound hammer, falling
thirty (30) inches, required to advance the split-barrel sampler one (1) foot into the soil. The
sampler is lowered to the bottom of the previously cleaned drill hole and advanced by blows from
the hammer. The number of blows is recorded for each of three (3) successive increments of six
(6) inches penetration. The "N" value is obtained by adding the second and third incremental
numbers.
-:-]
I
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Water Level Measurements - Water level depths were obtained during the boring operations. In
I relatively pervious soils, such as sandy soils, the indicated depths are usually reliable groundwater
levels. Seasonal variations, tidal conditions, temperature, land-use, and recent rainfall conditions
may influence the depths to the groundwater.
Ground Surface Elevations - Ground surface elevations at the boring locations were not
provided. Therefore, all references to depth of the various strata and materials encountered are
from existing grade at the time of drilling.
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Engineering · Consulting. Testing
April 4, 2008
URS CORPORATION (URS)
7650 Corporate Center Drive, Suite 400
Miami, Florida 33126
Attention:
Mr. Andres Gutierrez, P.E.
Senior Project Manager
Re: Report of Geotechnical Engineering Services
Runway Safety Area Improvements at
KEY WEST INTERNATIONAL AIRPORT
Key West, Florida
PSI Project No. 397-85005-2
URS Subcontract No. 12638813.00000
Dear Mr. Gutierrez:
Professional Service Industries, Inc. (PSI) has completed a geotechnical engineering study in
connection with the noted project. Our services were provided in general accordance with PSI
Proposal No. PO-397 -850026 dated March 18, 2008. Authorization to proceed was provided by
means of a URS subcontract agreement dated March 26, 2008.
PSI is aware of this project as we have previously provided geotechnical engineering services
relating to it (PSI Project No. 397-85005, dated February 20,2008).
Please note that the results of the California Bearing Ratio (CBR) test planned as part of the current
study will be provided under a separate cover.
PROJECT INFORMATION
The subject site is located within the Key West International Airport (KWA) in Key West, Monroe
County, Florida. Specifically, the project is to include improvements to the airport runway. A Site
Vicinity Map identifying the project location with respect to existing streets and features has been
presented in Sheet 1 of the Appendix.
Based on the information provided by Mr. Luis Sanchez with URS, it is our understanding that
the purpose of the current field exploration is to evaluate the suitability of the existing site
subsurface materials for use in the project construction phase.
Professional Service Industries, Inc.. 7950 N.W. 64 Street. Miami, FL 33166.305/471-7721 . Fax 305/593-1915
KEY WEST INTERNATIONAL AIRPORT
PSI Project No. 397-85005-2
URS Job No. 12638813.00000
Page 2
FIELD EXPLORATION AND SUBSURFACE CONDITIONS
As requested by URS, PSI performed five (5) Standard Penetration Test (SPT) borings to
depths of 10 feet below existing grade using the techniques of ASTM 0-1586. The SPT boring
locations have been presented in Sheet 2 of the Appendix. After seating the sampler six (6)
inches, the number of successive blows required to drive the sampler twelve (12) inches into the
soil constitutes the test result commonly referred to as the "N" value.
The SPT borings were performed using CME-55 mounted drill rig using an automatic hammer.
The recovered split spoon samples were visually classified in the field and placed in glass jars
and transported to the laboratory for further review by a project engineer. Following completion
of our field services, the boreholes were backfilled with excavated soil/rock cuttings and a
representative samples returned to our office for visual classification by a geotechnical
engineer.
The soil types encountered at the boring locations are presented in the form of Generalized Soil
Profile on Sheet 3 of the Appendix. Detailed individual logs are also presented in the Appendix.
The stratification presented is based on visual observation of the recovered soil samples and the
interpretation of field logs by a geotechnical engineer. Included with the profiles are the N-values for
the SPT borings. The N-values have been empirically correlated with various soil properties and are
considered to be indicative of the relative density of cohesionless soils and relative consistency of
cohesive soils. Also included with the soil profiles are the groundwater levels measured at the time
the borings were drilled.
The results of our field exploration program disclosed the subsurface conditions to generally consist
of a veneer of topsoil or exposed granular fill cover (Iimerock/fine sand). Below the fill soils in all
borings and below the topsoil in boring SP-5, the borings encountered moderately to strongly
cemented limestone formation to the maximum boring termination depth explored. The borings
were located at varying elevations at the site; with the result, the fill/limestone interface was
encountered between the depths of 0.3 to 9.0 feet below grade.
The groundwater table was observed at depth ranging from 1.3 to 6.3 feet below existing grade.
The variation in the groundwater depths can be attributed to the changes in site grades. Please
note that groundwater levels fluctuate seasonally as a function of tidal influence, rainfall and the
infiltration rate of the soil. Therefore, at a time of the year different from the time of drilling, there is a
possibility of a change in the recorded levels. We estimate that during the peak of the wet
hydroperiod, with rainfall and recharge at a maximum. groundwater levels at the site could be one
(1) to two (2) feet higher than those measured in the borings.
We recommend that the contractor determine the actual groundwater levels at the time of the
construction to determine groundwater impact on the construction procedure.
1tJ.8;1
KEY WEST INTERNATIONAL AIRPORT
PSI Project No. 397-85005-2
URS Job No. 12638813.00000
Page 3
EVALUATION AND RECOMENDATIONS
Based on the results of our current field exploration program, it is our opinion that the subsurface
materials at the site, specifically in areas of the five (5) SPT borings performed during the current
study appear to be suitable for use in the planned construction.
Due to the high groundwater conditions in parts of the site and the high permeability of the
limestone matrix, excavation operations are anticipated to be conducted in the "wet". The contractor
should anticipate a high resistance to excavation as the very dense limerock and well cemented
limestone was encountered at relatively shallow depths. The limestone formation may necessitate
the use of special equipment and breaking tools during construction excavation.
Because some of the materials will be excavated from below the groundwater table, it may be
necessary to stockpile and air dry those materials to reduce its moisture content which will help
facilitate compaction operations. Ideally, during compaction the moisture content of the fill materials
should be maintained within 2 percent of its optimum moisture content.
The contractor is responsible for ensuring that the excavated limerockllimestone is processed
suitably so as to yield fill material with a uniform particle size. The processed material should meet
the following specifications:
1. General: Structural fill should be free of roots, organics or any deleterious materials.
2. For use above water table: Structural fill should be free of organic matter and consist of
granular material containing less than 12 percent passing the U.S. Standard No. 200 mesh
sieve. The fill material may be composed of either clean sands and/or limerock. The fill
material should have no particle size in excess of three (3) inches and have a Unified Soil
Classification System designation of GP, GW, GP-GM, GW-GM, SP, SW, SP-SM or SW-
SM.
3. For use below water table: Structural fill or backfill to be placed below the water table level
should consist of an inorganic, non-plastic material, free of any man-made debris, limerock
with a three (3) inch maximum particle size with ASTM (Unified) Soil Classification of GP,
GW or FOOT 57 Stone with less than 5 percent material finer than the No. 200 sieve and a
maximum particle size of 3 inches. The FOOT 57 stone should not be placed more than one
foot above the water table level.
The side slopes of any resulting excavation should be checked for regulatory compliance. At which
time a check on the stability of the slope may also be required.
/iIBi1
KEY WEST INTERNATIONAL AIRPORT
PSI Project No. 397-85005-2
URS Job No. 12638813.00000
Page 4
EXCAVATION
In Federal Register, Volume 54, No. 209 (October 1989), the United States Department of Labor,
Occupational Safety and Health Administration (OSHA) amended its "Construction Standards for
Excavations, 29 CFR, part 1926, Subpart P". This document was issued to better insure the safety
of workmen entering trenches or excavations. It is mandated by this federal regulation that all
excavations, whether they be utility trenches, basement excavations or footing excavations, be
constructed in accordance with the OSHA guidelines. It is our understanding that these regulations
are being strictly enforced and if they are not closely followed, the owner and the contractor could
be liable for substantial penalties.
The contractor is solely responsible for designing and constructing stable, temporary excavations
and should shore, slope, or bench the sides of the excavations as required to maintain stability of
both the excavation sides and bottom. The contractor's responsible person, as defined in 29 CFR
Part 1926, should evaluate the soil exposed in the excavations as part of the contractor's safety
procedures. In no case should slope height, slope inclination, or excavation depth, including utility
trench excavation depth, exceed those specified in local, state, and federal safety regulations.
We are providing this information solely as a service to our client. PSI is not assuming
responsibility for construction site safety or the contractor's activities; such responsibility is not being
implied and should not be inferred.
REPORT LIMITATIONS
Our professional services have been performed, findings obtained, and recommendations prepared
in accordance with generally accepted geotechnical engineering principles and practices at the time
of this report. This company is not responsible for the conclusions, opinions or recommendations
made by others based on this data. No other warranties are implied or expressed. After the plans
and specifications are complete, it is recommended that PSI be provided the opportunity to review
the final design and specifications, in order to verify that the earthwork and foundation
recommendations are properly interpreted and implemented. At that time, it may be necessary to
submit supplementary recommendations.
The scope of investigation was intended to evaluate soil conditions within the influence of the
proposed foundations. The analyses and recommendations submitted in this report are based
upon the data obtained from the soil borings performed at the locations indicated. If any subsoil
variations become evident during the course of this project, a re-evaluation of the
recommendations contained in this report will be necessary after we have had an opportunity to
observe the characteristics of the conditions encountered. The applicability of the report should
also be reviewed in the event significant changes occur in the design, nature or location of the
proposed structure.
lB.il
KEY WEST INTERNATIONAL AIRPORT
PSI Project No. 397-85005-2
URS Job No. 12638813.00000
Page 5
The scope of our services did not include an environmental assessment for the presence or
absence of hazardous or toxic materials in the soil and groundwater. Any statements in this report
regarding odors, staining of soils, or other unusual conditions observed are strictly for the
information of our client.
This report has been prepared for the exclusive use of URS Corporation and their design
consultants, for the specific application to Runway Safety Improvements at the Key West
International Airport in Key West, Florida.
We trust this report is adequate for your current needs, however, should you have any questions or
should additional information be required, please do not hesitate to contact our office at (305) 471-
7725.
Respectfully submitted,
Professional Service Industries, Inc.
C. ~rtij;t. e~o..f./~.. thorization No: 3684
.fd~,v / ~
Dhuruva Eiadr., .1.
Project Engineer
~~td~
Hugcf-t. Soto, PE
Principal Consultant
FL. License No. 36440
DB/HES/db/cd
cc: Addressee (10 and PDF)
File (1)
APPENDIX
Sheet 1:
Sheet 2:
Sheet 3:
Site Vicinity Map
Boring Location Plan
Generalized Soil Profile
Boring Log
Drilling and Sampling Procedures, Field Tests and Measurements
/psi'
APPENDIX
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LOG OF BORING NO. SP-1
RUNWAY SAFETY AREA IMPROVEMENTS AT
KEY WEST INTERNATIONAL AIRPORT
BORING TYPE: 21t SPLIT BARREL (SPT) KEY WEST, FLORIDA
CLIENT: URS CORPORATION
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SOIL DESCRIPTION
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DATE DRillED: 3/26/08
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12-35- 50/5" 5/11'
38-30-32-26 62
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DEPTHTOWATER F : 3.2
CHECKED BY: DB/CD
BLOWS / FT.
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DENSITY
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Medium Dense
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PROJECT NO: 397-85005-
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SURF. ELEV.: NP
DRILLER: OC
BLOWS I FT. CONSISTENCY
<1 Very Soft
1-3 Soft
3-6 Firm
6-12 Stiff
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LOG OF BORING NO. SP-2
RUNWAY SAFETY AREA IMPROVEMENTS AT
KEY WEST INTERNATIONAL AIRPORT
BORING TYPE: 2" SPLIT BARREL (SPT) KEY WEST, FLORIDA
CLIENT: URS CORPORATION
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DEPTH TO WATER FT: 1.3
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LOG OF BORING NO. SP-3
RUNWAY SAFETY AREA IMPROVEMENTS AT
KEY WEST INTERNATIONAL AIRPORT
BORING TYPE: 2" SPLIT BARREL (SPT) KEY WEST, FLORIDA
CLIENT: URS CORPORATION
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LOG OF BORING NO. SP-4
RUNWAY SAFETY AREA IMPROVEMENTS AT
KEY WEST INTERNATIONAL AIRPORT
BORING TYPE: 2" SPLIT BARREL (SPT) KEY WEST, FLORIDA
CLIENT: URS CORPORATION
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DATE DRILLED: 3/26/08
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SURF. ELEV.: NP
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BLOWS I FT. CONSISTENCY
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LOG OF BORING NO. SP-5
RUNWAY SAFETY AREA IMPROVEMENTS AT
KEY WEST INTERNATIONAL AIRPORT
BORING TYPE: 2" SPLIT BARREL (SPT) KEY WEST, FLORIDA
CLIENT: URS CORPORATION
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. Geotechnical Consulting Services
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~~. Miami, FL 33166
........ 3051471.7725
Fax 305/593.1915
DEPTH TO WATER FT: 1.9
CHECKED BY: DB/CD
BLOWS I FT.
<3
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8-24
24-40
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DENSITY
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PROJECT NO: 397-85005-
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BLOWS I FT. CONSISTENCY
<1 Very Soft
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>
DRilliNG AND SAMPLING PROCEDURES
The borings were performed with a drilling rig equipped with a rotary head. The drill holes were
advanced by the use of a high speed rollercone bit, with bentonite drilling fluid being pumped
through the drill rods to remove the cuttings and to stabilize the side walls and bottom of the hole.
Representative samples were obtained by the use of split-barrel sampling procedures in general
accordance with the procedures for "Penetration Test and Split-Barrel Sampling of Soils" (ASTM D-
1586) .
FIELD TESTS AND MEASUREMENTS
Penetration Tests - During the sampling procedure, Standard Penetration Tests (SPT) were
performed at pre-determined intervals to obtain the standard penetration value (N) of the soil. The
standard penetration value (N) is defined as the number of blows of a 140 pound hammer, falling
thirty (30) inches, required to advance the split-barrel sampler one (1) foot into the soil. The sampler
is lowered to the bottom of the previously cleaned drill hole and advanced by blows from the
hammer. The number of blows is recorded for each of three (3) successive increments of six (6)
inches penetration. The "N" value is obtained by adding the second and third incremental numbers.
Water Level Measurements - Water level depths were obtained during the boring operations. In
relatively pervious soils, such as sandy soils, the indicated depths are usually reliable groundwater
levels. Seasonal variations, tidal conditions, temperature, land-use, and recent rainfall conditions
may influence the depths to the groundwater.
Ground Surface Elevations - Ground surface elevations at the boring locations were not provided.
Therefore, all references to depth of the various strata and materials encountered are from existing
grade at the time of drilling.
IB1
~
TRAVELERSJ
POWER OF ATTORNEY
WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
Farnlington Casualty Conlpany
Fidelity and Guaranty Insurance Company
Fidelity and Guaranty Insurance Underwriters, Inc.
Seaboard Surety Company
S1. Paul Fire and Marine Insurance Company
Attorney-In Fact No.
213480
S1. Paul Guardian Insurance Company
S1. Paul Mercury Insurance Company
Travelers Casualty and Surety Company
Travelers Casualty and Surety Company of America
United States Fidelity and Guaranty Company
Certificate No. 0 0 2 2 7 9 8 0 0
KNOW ALL MEN BY THESE PRESENTS: That Seaboard Surety Company is a corporation duly organized under the laws of the State of New York, that S1. Paul
Fire and Marine Insurance Company, St. Paul Guardian Insurance Company and St. Paul Mercury Insurance Company are corporations duly organized und..~r the laws
of the State of Minnesota, that Farmington Casualty Company, Travelers Casualty and Surety Company, and Travelers Casualty and Surety Company of America are
corporations duly organized under the laws of the State of Connecticut, that United States Fidelity and Guaranty Company is a corporation duly organized under the
laws of the State of Maryland, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and
Guaranty Insurance Underwriters, Inc. is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that
the Companies do hereby make, constitute and appoint
Mark C. Bundy, Nancy R. Chunta, William E. Crawley, Tammy A. Ward, and Terri Strawhand
of the City of Vir2inia Beach , State of Vir~inia , their true and lawful Attomey(s)-in-Fact,
each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and
other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons, guaranteeing the performance of
contracts and executing or guaranteeing bonds and undertakings required or permitted. in any actions or proceedings allowed by law.
IN WITNE~~e~f!:REOF, the Com~&~gs have caused this instI1J.m.ent to be signed and their corporate seals to be hereto affixed, this
day of ,.
7th
Farmington Casualty COQlpany
Fidelity and Guarantylnsb~a~ce €oritpany
Fidelity and Guaranty Insuraflce Underwriters, Inc.
Seaboard Surety Company
St. Paul Fire and Marine Insurance Company
o
~
~
~,
State of Connecticut
City of Hartford ss.
St. Paul Guardian Insurance Company
S1. Paul Mercury Insurance Company
Travelers Casualty and Surety Company
Travelers Casualty and Surety Company of America
United States Fidelity and Guaranty Company
By:
7th December 2006 .
On this the day of , before me personally appeared George W. Thompson, who acknowledged hlmself
to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc.,
Seaboard Surety Company, S1. Paul Fire and Marine Insurance Company, S1. Paul Guardian Insurance Company, S1. Paul Mercury Insurance Company, Travelers
Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, 33 !iuch, being
authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorize.d offi(;;er.
In Witness Whereof, I hereunto set my hand and official seal.
My Commission expires the 30th day of June, 2011.
58440-5-07 Printed in U.S.A.
'(f\w e. j~
'- Marie C. Tetreault, Notary Public
WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER
STATE OF FLORIDA
AND PROFESSIONAL REGULATION
(850) 487-1395
STREET
FL 32399-0783
MURRELL, HOWARD J JR
QUALITY ENTERPRISES USA, INC.
3894 MANNIX DRIVE #216
NAPLES FL 34114
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STATE OF FLORIDA
DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION
CONSTRUCTION INDUSTRY LICENSING BOARD
1940 NORTH MONROE STREET
TALLAHASSEE FL 32399-0783
( 8 5 0 ) 4 87 - ,13 95
MURRELL, HOWARD J JR
QUALITY ENTERp.RISES USA, INC.
3894 MANNIX DRIVE #216
NAPLES FL 34114
!:~_~J!~J'lrigl:>~:t!~
CUC~05 739' 8 01'/27/06 \Q:6~~.O'l~5J)'4.4
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DETACH HERE
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~'_'-__':'~':"-:..'.~.;.'~_=.-_...~_I,.::_.,.?; 1('.~.:_'~;!'_:-_t - -' .
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Education:
Certifications,'
Applicable Training:
Experience:
, ,
RESUME
HOWARD J. MURRELL, JR. - President / Project Manager
Bachelor of Science - Business Administration
College of William & Mary
1982
Florida - Underground Utility & Excavation Contractor
Florida - Pollutant Storage Systems Contractor
Florida - Electrical Contractor
Florida - Plumbing Contractor
Florida - Building Contractor
Florida - Fire Marshall Contractor V
North Carolina - General Contractor
South Carolina - General Contractor
South Carolina - Mechanical Contractor
Georgia - Underground Contractor
Virginia - Plumbing Contractor
Virginia - General Contractor
OSHA 40-Hour Certification, Hazardous Waste Operations & Emergency Response,
Reactives Management Corp., 1992.
OSHA 8-Hour Refresher Course, 1993, 1994, 1995, 1996.
President (1984 - Present)
Quality Enterprises USA, Inc.
Naples, FL
Construction Superintendent (1982 - 1983)
Quality Engineering Company, Inc.
Virginia Beach, VA
Education:
Cedit/cations:
Applicable Training:
Experience:
References.'
RESUME
PAUL J. MORIARTY - Vice President
Project Superintendent / Quality Control Manager
Green Run High School
1984
Plumbing Mechanical Apprenticeship
Norfolk Vocational Technical School
1984-1989
Virginia - Plumbing License
OSHA 40-Hour Certification, Hazardous Waste Operations & Emergency Response,
Reactives Management Corp., 1992.
OSHA 8-Hour Refresher Course, 1993, 1994, 1996, 1997, 1999.
OSHA 8-Hour HazWOPER Supervisor Course, 1994.
OSHA Confined Space Entry Course, 1997.
U.S. Army Corps of Engineers Training Course, Construction Quality Management
for Contractors (CQC) 1997
Maintenance of Traffic Certification, FOOT
Vice President (2002 - Present)
General Superintendent / Project Manager (1991 - Present)
Quality Enterprises USA, Inc.
Naples, FL
Plumbing Mechanic (1984-1991)
Byler Plumbing Company, Inc.
Virginia Beach, VA
Big Cypress Nat'1 Park - construction (highway access, parking areas, curb & gutter, boardwalk,
detention basins, planting & hydraulic upgrades
Big Cypress Nat'l Park - asphalt parking lot
City of Marco Island - North Collier Boulevard Improvements
City of Marco Island - Reconstruction of South Collier Boulevard
City of Marco Island - Districts 3 & 4 - drainage improvements & concrete sidewalk
City of Marco Island - T allwood Street - stormwater drainage project
City of Naples - Naples Landing - concrete sidewalk
FOOT - Collier County - road, storm drain & inlet replacements and/or repairs, including pipe, pipe
liner, sidewalks, fill and asphalt
City of Fort Myers - Manuels Branch Park - site grading, stormwater mgmt system, potable water
service, paved parking lot, sidewalks, trails, landscaping and sodding
Naples Airport - Taxiway E and Access Improvements
Naples Airport - South Quadrant - roadway & utilities
Naples Airport - 101 Aviation Drive - hangar sitework & utilties
Naples Airport - Ramp Road Hangars - sitework & utilities
Naples Airport - East Quadrant T -Hangars - sitework & utilities
Naples Airport - Rental Car Wash Facility - sitewaork & utilities
Contract N62470-95-C-2279 - repair 400,000 gallon aboveground storage tank
US Naval Station, Guantanamo Bay, Cuba
Contract N62470-95-L-1493 - reline & repair pumping stations - Camp Lejeune, North Carolina
Eclucation:
Certifications:
Experience:
:References,
RESUME
LOUIS J GAUDIO - Project Manager
Bachelor of Science - Civil Engineer, 1993
Polytechnic University - New York
E.I.T.
10 Hour OSHA Course
Project Manager (07/2004 - Present)
Quality Enterprises USA, Inc. - Naples, FL
Project General Superintendent (12/1999 - 07/2004)
Project Superintendent / Engineer (12/1995 - 11/1999)
Assistant Superintendent (10/1994 - 11/1995)
Estimator (06/1993 - 09/1994)
Petracca & Sons, Inc. - Whitestone, NY
Assistant Superintendent (05/1989 - 05/1993)
Roman Roads Construction - College Point, NY
FOOT - SR82 & 1-75 Ramp Improvements
FOOT - Turnpike Sun pass Lane Addition at Toll Plaza
Collier County Transportation - Golden Gate at 50th St Drainage & Roadway Improvements
Collier County Airport Authority - Everglades Airpark Taxiway
Collier County Utilities - Rookery Bay Force Main Upgrades
Collier County School Board - Osceola Trail Extension
Collier County Stormwater - Westlake Outfall Project
Collier County Stormwater - Graves Brothers Culvert
City of Marco Island - North Collier Boulevard Improvements
City of Marco Island - Reconstruction of South Collier Boulevard
City of Marco Island - Seaview Court Drainage Improvements
Florida Governmental Utility Authority - Green Tank Improvements
New York City - #253 Public School Construction, 100,000 sf; $42M
New York City - #69 Public School Construction, 105,000 sf; $35M
JFK Int'I Airport - Steel Bridge & Roadway Construction; $11 M
Long Island Rail Road - Maintenance Facility Construction; $23M
New York City - #340 Public School Construction, 60,000 sf / 3-story bldg; $18M
New York City - New Queens Civil Court House Construction; $43M
New York City DOT - Rehabilitation of 7 Bridges; $7M
New York City DOT - Roadway Projects values at $1 M - $3M
Education,'
C:Gf'tifications..
, ,
RESUME
ANGELO L ACEVEDO - Safety Manger (Bi-lingual)
Private Investigator/Security - 1991
Central Investigation & Security - Salt Lake City, Utah
Criminal Justice General Law Enforcement - 1987
William Paterson College - Wayne, New Jersey
Diploma - 1983
Passaic County Tech High - Wayne, New Jersey
Safety Manager (05/2006 - Present)
Quality Enterprises USA, Inc. - Naples, FL
Forklift Driver / Safety (2004 - 2006)
Mohawk Industries, Inc. - Fort Myers, FL
Forklift Driver (2003 - 2004)
Dean Steel Buildings, Inc. - Fort Myers, FL
Safety Assistant Manager (1996 - 2003)
A & M Contractor Co. - Paterson, NJ
Quality Control/Safety Management (1995 - 2002)
Garden State Paper Co. - Garfield, NJ
2007 OSHA 30 Hour Training Course
2006 Asbestos Contractor / Supervisor Course
2006 Master Trainer Course - Hazcom, Fall Protection, Sling/Ladder/Lifting Safety,
Emergency Response, Bloodborne Pathogens, Safety Orientation, Lockout/Tagout,
and Powered Industrial Trucks
2006 Microbial Remediation for the Asbestos Supervisor - 32 Hour Course
2006 Adult CPR / AED - American Red Cross
2006 First Aid - American Red Cross
2006 Trench Safety Program - National Utility Contractors Association
2004 Safety Awareness for Forklift Equipment
1998 First Response Team - Bergen County Policy & Fire Academy
1997 Forklift Safety Training
1991 Bail Enforcement Agent - Bail U.S.A.
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Quality Enterprises U~^, Inc.
In~om, Stateme~t
Month Ending 03/3'/08
Current
Month
Revenues
Revenue - Construction
Intercompany Revenue
Total Revenue
3,182,143
3,182,143
Direct Costs
Direct Labor
Direct Payroll Taxes & Fringe Benefits
Direct Materials
Direct Subcontractors
Direct Equipment Costs
Other Direct Costs
560,583
90,420
927,596
223,016
278,902
420,834
Total Direct Costs
2,501,351
Gross Margin
680,792
Payroll Taxes & Fringe Benefits
52,810
General & Administrative Costs
- - - - - - - - - ~ ~.1_ ,_~?? - -
Operating Income
196,405
Other Income
13,908
Interest Expense
- - - - - - - - -~! ~,~~?)-
Income Before Taxes
200,215
Net Income
200,215
Quality Enterprises USA, Inc.
~
oriarty. V ice President
5.30.08
State of Florida
County of Collier
10.
YTD
9,013,673
9,013,673
1,599,563
266,627
1,896,652
747,225
815,4S~
1,632,305
,- - - - - - -6;957-,827 -.
2,055,846
152,515
1,335,181
.--------------..-_.
568,150
65,159
. _ _ _ _ _ _ _ _ _ (~?_,?_~~2.
600,451
600,451
Sworn to and subscribed before me this 30th day of May, 2008, by Paul J. Moriarty, Vice President
of Quality Enterprises USA, Inc., a Virginia Corporation. He is personally known to me.
I "l-1 /J ~-I j:~/j
~ rc!LLti- {~O /'-t/~-
Signature of Notary Public - State of Florida
..~~~.v. f~,~ MARCIE L. COHEN
* r'J;;,'~.~ MY COMMISSION # DD 501526
~:~W EXPIRES: Fehru81Y 11,2010
',7i,iif.,~~~dj."''' Bond.~ Thrw NQlary PYblic Underwriters
Quality Enterprises USA, Inc.
Balance Sheet
Month Ending 03/31/08
10.
Current
Month
ASSETS
Current Assets
Total Cu ITen t Assets
2..097,109
4,412,193
1,758,585
191
533,432
788..858
477,081
_____________7_'!:.~~}__.
10,142,230
Cash
Accounts Receivable - Trade
Accounts Receivable - Retainage
InterColnpany Receivables
Accounts Receivable - Other
Costs in Excess of Billings
Prepai d Expenses
Prepaid Prelniuln Assignlnents
Fixed Assets
Net Fixed Assets
357,415
3,205,119
55,960
..... ..... ..... ..?,.?.1.Q ~9.!.)....
6,888,505
...... ........ ..(~.,.~.~.~~???.)..
2,472, 150
Office Equiplnent
Vehicles
Leasehold hnprovelnents
Construction EquipInent
Total Fixed Assets
Acculnulated Depreciation
Total Assets
12,614,380
LIABILITIES
Current Liabilities
Accounts Payable
Accrued Payroll and Taxes
Other Liabilities
Notes Payable(Current Portion)
PreIniuln Assignlnent Note Current
Line of Credit
Billings in Excess of Cost
Total Current Liabilities
Long Tenn Debt
Total Liabilities
2..257..329
94..521
163,421
554,693
26,168
....... ...... ....~.'.Ql.~!~.~)....
6,174..953
. . . . . . . .. .. ..... .. ~ .'. ~ ~.~!~. !. Q. ..
7,421,363
Equi ty
Conl1non Stock
Additional Paid in Capital
Current Earnings
Retained Earnings
Total Stockholders's Equity
10..000
400,000
600,451
...... ....... ....~....!.~.~~?.~~...
5..193..017
Total Liabilities & Equity
12,614,380
nterprises USA.. Inc.
~
5.30.08
State of Florida
County of Collier
Sworn to and subscribed before Ine this 30th day of May.. 2008, by Paul J. Moriarty, Vice President
,/ Quality Enterp:/~.S.A, Inc., a Virginia Corporation. He is personally known to m - ."".....
, h A .,~ A I ,,~<tf:...rv;;... MARCIE L. COHEN
/I (UU4 ~ /.J--...--- , [.ri!i."~~~ MY COMMISSION /I DO @1526
S~gnaure of Notary Pub! ic - State of Florida l ~i:~?,i EXPIRES: February 11, ao1O
',9r,,~\\' Bonded Thru Notary Public Un~rillWl
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FOR THE
RUNWAY SAFETY AREA IMP'ROVE,MENTS
........~..... .'.'...... ,. ..... ... .' .' .. ....,..,. ..... , ;"" ......_.-::;. . .. ..., ,... . ........, -. . ... . .. ." .'".. ......... ,",' .,.... .' ,.' ..... ., -,. - ,... " ........-'... ..., . .......... - '.......... ..' .... ".... ,.....' ..., ' '. -... .,..,... -.. .., - . ..., ., .".,.
AT
KEY WEST INTERNATIONAL AIRPORT
MONROiE COUNTY, FLORID'A
PREPARED FOR:
THE MONROE COUNTY
BOARD OF COUNTY COMMISSIONERS
PREPARED BY:
URS CORPORATION SOUTHERN
FEBRUARY 2008
Note:
Per FAA ADO Guidance Letter Number ORL 02-1, changes to
these Specifications are indicated by shaded areas
TECHNICAL SPECIFICATIONS
RUNW A Y SAFETY AREA IMPROVEMENTS
TABLE OF CONTENTS
Section
Standard
Title
Document Pages
P-101 FDOT Mobilization P-I0l-l
P-151 FAA Clearing, Grubbing, and Demolition P -151-1 thru P -151-4
P-152 FAA Excavation and Embankment P-152-1 thru P-152-7
P-211 FAA Limerock Base Course P-211-1 thru P-211-5
P-401 FAA Plant Mix Bituminous Pavements P-401-1 thru P-401-22
P-555 EMAS Bed Installation P-555-1 thru P-555-11
P-602 FAA Bituminous Prime Coat P-602-1 thru P-602-3
P-610 FAA Structural Portland Cement Concrete P-610-1 thruP-610-7
P-620 FAA Runway and Taxiway Painting P-620-1 thru P-620-7
P-630 FAA Runway Pavement Grooving P-630-1 thru P-630-3
T-901 FDOT Seeding T-901-1 thru T-901-4
T -904 FAA Sodding T -904-1 thru T -904-5
F-162 FAA Chain Link Fence F-152-1 thru F-152-5
Key West International Airport
TC-l
February 2008
Runway Safety Area Improvements
A
ITEM P-101
4 MOBILIZATION
DESCRIPTION
101-1.1 The work specified in this item shall consist of the preparatory work and operations in
mobilizing for beginning work on the Project, including, but not limited to, those operations necessary for
the movement of personnel, equipment, supplies and incidentals to the Project Site, and for the
establishment of temporary offices, building facilities, utilities, safety equipment and first aid supplies,
sanitary and other facilities, as required by these Specifications, and State and local laws and regulations.
The costs of bonds and any required insurance and.other preconstructionlexpense necessary for the start
of the work, excluding the cost of construction materials, shall also be included inthis Section.
METHOD OF MEASUREMENT
101-2.1 Measurement of Mobilization for payment shall be the workiunder this Section completed in
accordance with the Plans and these Specifications.
BASIS OF PAYMENT
101-3.1 Payment for the work measured as described shall be made at the contract lump sum price for
Mobilization which price and payment shall.be full compensation for mobilizing for beginning work on
the project, furnishing all materials, equipment, labor, processes, tools and incidental costs required to
si complete the work under this Section for the item of Mobilization.
Payment shall be made udder:
Item P 101-3 1 7"' Mobilization --per lump sum
L 101-3.2 PARTIAL PAYMENTS. Partial Payments on the contract lump sum price for Mobilization
will be made in accordance with the following schedule during the progress of construction on this
project.
I % of Original Allowable %
Contract Amount of the Lump Sum
I
Larne .. ,. .L; Price For Mobilization
5%` 25%
10% 50%d
I
25°Io 75%
50% 100%
I Partiaf"payirients for any project will be limited to ten percent (10%) of the original Contract amount for
that project. Any remaining amount will be paid upon completion of all work on the Project.
I The standard retainagc, as herein specified will be applied to these allowances. Partial payments made on
this item shall in no way act to preclude"or limit any of the provisions for partial payments otherwise
provided for by the Contract.
IEND OF ITEM P-101
1
Key West International Airport P-101-1 February 2008
Runway Safety Area Improvements
ill II
ITEM P-151
CLEARING,GRUBBING AND DEMOLITION
DESCRIPTION
151-1.1 The work 'specified in this section consists of the clearing, grubbing, relocation,
modification, demolition, removal and disposal of all material, structures, fence and debris, for the
areas designated on the Plans or as directed by the Architect/Engineer.
CONSTRUCTION METHODS
151-2.1 The areas shown on the Plaiis to he cleared,WtibbeiS aril dcm is 'ed'underthTMction
shall be staked by the Contractor and approved by the Architect/Engineer before work begins. The
clearing, grubbing and demolition shall be done well in advance of grading, stripping or other
operations as approved by the Architect/Engineer.
A All materials and debris, except for material to be salvaged for the airport's use as specified below,
obtained from the clearing, grubbing and demolition operations shall be removed and legally
disposed of by the Contractor in commercial disposal areas. The Contractor shall not burn, or
otherwise dispose of any unsalvageable materials or debris anywhere within the Airport property.
All removed granular base and soil, including organic soil materials, shall be salvaged for the
airport's future use and shall be stockpiled in areas shown on the Plans or as directed by the
Architect/Engineer. Removal of granular base will be as specified in,Item -152.
The Contractor shall, where shown on the Plans or directed by the Architect/Engineer, disassemble
the existing fence in its present location, and shall exercise all due care to prevent damage to posts,
chain link fabric, top, middle and bottom rails, gates, hinges, gate posts, terminal posts, intermediate
post tops, barbed wire, barbed wire support arms, and all other fittings and hardware to he reused.
Chain link fabric shall be cleaned, neatly rolled bundled, or packed for transportation to the new
location or storage yard. Concrete shall be completely removed from fence posts.
The Contractor shall install barricades, temporary fencing, temporary gates or other means including
guardsmen to ensure the uninterrupted security of areas shown on Plans during fence removal
operations. All holes resulting from fence post removal shall be properly backfilled and compacted:
All other damage caused by fence removal shall be satisfactorily repaired. Fence materials damaged
by the Contractor's operations shall be replaced in kind by and at the expense of the Contractor.
The Contractor shall provide disposal areas outside of the airport property limits for the disposal of
materials not intended for salvage for the airport's use. If the Contractor intends to use a private
disposal area, he shall obtain and file with the Architect/Engineer, the property owner's written
permission, for the use of such property.
Whenever any above or below ground communications facility, pipeline, conduit, sewer, drain, o
any other utility not depicted on the Plans is encountered which must be either removed or relocated,;
the Contractor shall promptly advise the Architect/Engineer of this condition, who will. then either
order the Contractor to proceed with the necessary Extra Work; and payment therefore will be made
under a change order in accordance with the requirements of the General Conditions, pr lie will
noti..fy the proper local authority or owner to secure remedial action.
Key West International Airport P-151-I February 2008
Runway Safety Area Improvements
4
151-2.2 CLEARING AND GRUBBING. Clearing and grubbing shall consist of clearing the
surface of the ground, canal banks and bottom of canals of all trees, stumps, roots, matted roots,
down timber or wood, logs, snags, boulders, unsuitable soil, silt, brush, undergrowth, underwater
growth, hedges,and heavy,growth of grass or weeds and the proper disposal of such materials.
151-2.3 DEMOLITIONS OF STRUCTURES. Demolition shall consist of-the removal and
disposal from the site of fences, gates, buildings, abandoned materials, construction debris, curbs,
gutters, sidewalks, headers, retaining walls, asphalt and concrete pavements, above and below ground
structures and utilities, foundations, foundation cut off, drainage or utility structures and pipes or
other appurtenances, utility poles, general debris, clean-up, and rubbish of any nature. The work
shall also include utility modifications, utility disconnects, cut and patch walls and slabs in structures
toremain as required,all in.conduction with the removal of buildings and structures under this Item.
..... >.....� :, ..r.v i ;. R.".p oz 4_>r'1 + %£A,u:TZ;EK'7SL`. +"S,' i.f:.tF'''3�.wS': �� `i'2S<
151-2.4" BACKFILLING. Any holes or openings remaining in` the subgra or` existing
pavement shall be backfilled with acceptable materials and properly compacted, as specified in these
Technical Specifications.
All holes remaining after the grubbing and demolition operation within embankment areas is
completed, shall have the sides broken down to flatten out the slopes, backfilled with suitable backfill
material, and compacted as required in Item P-152 of these Technical Specifications. The same
construction procedure shall be applied to all holes located within excavation areas and remaining
after grubbing and demolition is completed, where the depth of holes exceeds the depth of the
proposed excavation.
151-2.5 RELOCATION AND ADJUSTING EXISTING STRUCTURES. Existing manholes,
catch basins, inlets, valve boxes, monument boxes, light poles, fence, etc., within the limits of the
proposed work, that do not conform to the finished grade of the proposed pavement, or to the
finished grade designated on the plans for such structures, shall be cut down or extended, and made
116 to conform to the grade of the new pavement, or to the designated grade of the structure if outside of
the proposed pavement area. The materials and construction methods for this work shall conform to
the requirements of D-7.51. Where manholes are to be raised, the adjustment may, at the Contractor's
option, be made by the use of adjustable extension rings of the type which do not require the removal
of the existing manhole frame. The extension device shall provide positive locking action and shall
permit adjustment in height as well as diameter. The particular type of device used shall meet the
approval of the Engineer.
151-2.6 DEMOLITION OF PAVEMENT. In paved areas to be demolished the concrete
pavement and bituminous pavement materials shall be (scarified and/or) broken into pieces, using
approved equipment and shall be removed and disposed of in accordance with and proper disposal
methods.
The thickness of pavement shown in the plans is the thickness found which was determined by
project related geotechnical investigation and is the best information available. The thickness may be
deviate from the-conditions actually found in the field and the contractor shall take this information
into consideration when removing the pavement.
Key West International Airport P-151-2 February 2008
Runway Safety Area Improvements
4
METHOD OF MEASUREMENT
4
151-3.1. Measurement of clearing and grubbing for payment shall be per acre for the work under
this section completed in accordance with the plans and this specification.
151-3.2 Measurement for removal or relocation of existing light pole for payment shall be per
each light pole removed and accepted in accordance with the Plans and Specifications.
151-3.3 Measurement for existing structures to be removed, modified or relocated, for payment
shall be per each structure removed, relocated, abandoned or modified complete and accepted in
accorcia„ pee,with_the Plans and Specifications.
151 3 4 Measurement for removal of existing pipe more than 6" for payment shall be per lineal
feet of pipe removed, completed and accepted in accordance with the plans and specifications.
151-3.5 Measurement of demolition of asphalt pavement for payment shall be the number of
square yards of pavement demolition, completed and accepted in accordance with the Plans and
Specifications.
151.3.6 Measurement for existing concrete encased duct bank to be removed for payment shall be
per linear feet of concrete encased duct removed complete and accepted in accordance with the plans
and specifications. Duct bank smaller than 2' x 2' and existing pipes less or equal than 6" are
incidental to the project and no measurement will be made.
151-3.7 Measurement for existing facility such as hangars, building, etc., to be removed for
payment shall be the work under this section completed in accordance with the plans and
these.,specifications.
151-3.8 Measurement of chain-link fence removal for payment shall be per linear feet for the
kvork under this Section completed in accordance with the plans and specifications. Gates
temoval will be measured per each.
BASIS OF PAYMENT
151-4.1 Payment for the work measured as described shall be made at the contract unit price for
clearing and grubbing, which price and payment shall be full compensation for furnishing all
materials, equipment, labor, processes, tools and incidental costs required to complete the work under
this Section.
151-4.2 Payment for the quantities for relocation of existing light poles shall be made at the
Contract Unit Prices Bid as described above for which prices and payment shall be full compensation
for furnishing all labor, materials, equipment, processes, tools and incidentals necessary to complete
the work under this Item.
151-4.3 Payment for the quantities for removal, relocation, abandon or modification of existing
tructure,s shall be..made at the Contract Unit Prices Bid as described above for which prices and
payment shall be full compensation for furnishing all labor, materials, equipment, processes, tools
Lir
and d incidentals necessary to complete the work under this Item.
Key West International Airport P-151-3 February 2008
Runway Safety Area Improvements
4
151-4.4 Payment for the quantities for the pipe removal shall be.made at the contract unit prices
bid as described above for which prices and payment shall be full compensation for furnishing all
labor, matetials,.equip1ent, processes, tools, and incidentals necessary to complete the work under
this item.
y ' ''". a"c emolitions
151-4.5 Payment for the quantities for the asphalt pavement demolition an concr
shall be made at the Contract Unit Prices Bid as described above for which prices and payment shall
' be full compensation for furnishing all Labor, materials, equipment, processes, tools and incidentals
necessary to complete the work under this Item.
151-4.6 Payment for the quantities for existing concrete encased•duct and existing fence to be
removed shall be made at the contract unit price bid as described above for which prices and payment
shall be full compensation for furnishing all labor, materials, equipment, processes, tools and
incidentals necessary to complete the work under this item. There will be no payment for the removal
Of duct bank smaller than 2' x 2' and existing pipes to be removed, which shall be incidental to the
project.
151-4.7 Payment for the quantities for existing hangar facility to be removed including concrete
slab and foundation shall be made at the contract lump sum price which prices and
payment shall be full compensation for furnishing all labor, materials, equipment,
processes, tools and incidentals necessary to complete the work under this item.
11 4 S Paymen for fence removal will be made at the contract unit price per linear. feet. Gates
removal will be made at the contract unit price per each.
payment shall be made under:
06104,1
Item P 151 4.1 Clearing and Grubbing per acre
• #` per linear feet
'item I -151-4.2 Extst ng, ce to be removed •
tem P-151-4.3 Existing gate to be removed pet each
r ,.
' END OF ITEM P-151
Key West International Airport P-151-4 February 2008
Runway Safety Area Improvements
1
di
ITEM P-152
EXCAVATION AND EMBANKMENT
DESCRIPTION
r
152-1.1 This item covers excavation, disposal, placement, and compaction of all materials within the
limits of the work required to construct safety areas, runways, taxiways, aprons, and intermediate as well
as other areas for drainage, building construction, parking, or other purposes in accordance with these
specifications and in conformity to the dimensions and typical section(s) shown on the plans.
A
rr 152-1.2 CLASSIFICATION. All material excavated shall be classified as defined below:
a. Unclassified Excavation. Unclassified excavation shall consist of the excavation and
disposal of all material, regardless of its nature, which is not otherwise classified and paid for under the
following items.
b. Rock Excavation. Not used.
c. Muck Excavation. Muck excavation shall consist of the removal and disposal of deposits
or mixtures of soils and organic matter not suitable for foundation material. Muck shall include materials
which will decay or produce subsidence in the embankment. It may be made up of decaying stumps,
roots, logs, humus, or other material not satisfactory for incorporation in the embankment.
d. Drainage Excavation. Drainage excavation shall corisi` s df all excavation made for the
primary purpose of drainage and includes drainage ditches, such as intercepting, inlet or outlet; temporary
levee construction; or any type as shown on the plans.
e. Borrow Excavation. Borrow excavation shall consist of approved material required for
the construction of embankment or for other portions of the work in excess of the quantity of usable
r material available from required excavations. Borrow material shall be obtained from areas within the
limits of the airport property but outside the normal limits of necessary grading, or from areas outside the
airport.
rJ
152-1.3 Unsuitable Excavation. Any material containing vegetable or organic matter, such as muck,
peat, organic silt, or sod shall be considered unsuitable for use in embankment construction. Material,
when approved by the Engineer as suitable to support vegetation, may be used on the embankment slope.
CONSTRUCTION METHODS
152-2.1 General. Before beginning excavation, grading, and embankment operations in any area, the
area shall be completely cleared and grubbed, if necessary, in accordance with Item P-151.
a1 The suitability of material to be placed in embankments shall be subject to approval by the Engineer. All
unsuitable material shall be disposed of in waste areas shown on the plans. All waste areas shall be
graded to allow positive drainage of the area and of adjacent areas. The surface elevation of waste areas
shall not extend above the surface elevation of adjacent usable areas of the airport, unless specified on the
plans or approved by the Engineer.
When the Contractor's excavating operations encounter artifacts of historical or archaeological
significance, the operations shall be temporarily discontinued. At the direction of the Engineer, the
Key West International Airport P-152-1 February 2008
4111 Ruwnay Safety Area Improvements
4
Contractor shall excavate the site in such a manner as to preserve the artifacts encountered and allow for
their removal. Such excavation will be paid for as extra work.
Those areas outside of the pavement areas in which the top layer of soil material has become compacted,
by hauling or other activities of the Contractor shall be scarified and disked to a depth of 4 inches (100
mm), in order to loosen and pulverize the soil.
If it is necessary to interrupt existing surface drainage, sewers or under-drainage, conduits, utilities, or
similar underground structures, the Contractor shall be responsible for and shall take all necessary
precautions to preserve them or provide temporary services. When such facilities are encountered, the
Contractor shall notify the Engineer, who shall arrange for their removal if necessary. The Contractor
shall, at his/her own expense, satisfactorily repair or pay the cost of all damage to such facilities or
structures which may result from any of the Contractor's operations during the period of the contract.
152-2.2 EXCA V A TION. No excavation shall be started until the work has been staked out by the
Contractor and the Engineer has obtained elevations and measurements of the ground surface. All
suitable excavated material shall be used in the formation of embankment, subgrade, or for other purposes
shown on the plans. All unsuitable material shall be disposed of as shown on the plans.
When the volume of the excavation exceeds that required to construct the embankments to the grades
indicated, the excess shall be used to grade the areas of ultimate development or disposed of as directed.
When the volume of excavation is not sufficient for constructing the fill to the grades indicated, the
deficiency shall be obtained from borrow areas.
The grade shall be maintained so that the surface is well drained at all times. When necessary, temporary
drains and drainage ditches shall be installed to intercept or divert surface water which may affect the
work.
a. Selective Grading. When selective grading is indicated on the plans, the more suitable
material as designated by the Engineer shall be used in constructing the embankment or in capping the
pavement subgrade. If, at the time of excavation, it is not possible to place this material in its final
location, it shall be stockpiled in approved areas so that it can be measured for payment for rehandling as
specified in paragraph 3.3.
b. Undercutting. Rock, shale, hardpan, loose rock, boulders, or other material
unsatisfactory for safety areas, subgrades, roads, shoulders, or any areas intended for turfing shall be
excavated to a minimum depth of 12 inches (300 rom), or to the depth specified by the Engineer, below
the subgrade. Muck, peat, matted roots, or other yielding material, unsatisfactory for subgrade
foundation, shall be removed to the depth specified. Unsuitable materials shall be disposed of at locations
shown on the plans. This excavated material shall be paid for at the contract unit price per cubic yard (per
cubic meter) for unclassified excavation. The excavated area shall be refilled with suitable material
obtained from the grading operations or borrow areas and compacted to specified densities. The
necessary refilling will constitute a part of the embankment. Where rock cuts are made and refilled with
selected material, any pockets created in the rock surface shall be drained in accordance with the details
shown on the plans.
c. Overbreak. Overbreak, including slides, is that portion of any material displaced or
loosened beyond the finished work as planned or authorized by the Engineer. The Engineer shall
determine if the displacement of such material was unavoidable and hislher decision shall be final. All
overbreak shall be graded or removed by the Contractor and disposed of as directed; however, payment
Key West International Airport
P-152-2
February 2008
Ruwnay Safety Area Improvements
will not be made for the removal and disposal of overbreak which the Engineer determines as avoidable.
Unavoidable overbreak will be classified as "Unclassified Excavation."
d. Removal of Utilities. The removal of existing structures and utilities required to permit
the orderly progress of work will be accomplished by someone other than the Contractor, e.g., the utility
unless otherwise shown on the plans. All existing foundations shall be excavated for at least 2 feet (60
cm) below the top of subgrade or as indicated on the plans, and the material disposed of as directed. All
foundations thus excavated shall be backfilled with suitable material and compacted as specified herein.
e. Compaction Requirements. The subgrade under areas to be paved shall be compacted
to a depth of 6" and to a density of not less than 95 percent of the maximum density as determined by
ASTM D 1557.
The in-place field density shall be determined in accordance with ASTM D 1556 or ASTM D 2167.
Stones or rock fragments larger than 4 inches (100 mm) in their greatest dimension will not be permitted
in top 6 inches (150 mm) of the subgrade. The finished grading operations, conforming to the typical
cross section, shall be completed and maintained at least 1,000 feet (300 m) ahead of the paving
operations or as directed by the Engineer.
In cuts, all loose or protruding rocks on the back slopes shall be barred loose or otherwise removed to line
of finished grade of slope. All cut-and-fill slopes shall be uniformly dressed to the slope, cross section,
and alignment shown on the plans or as directed by the Engineer.
152-2.3 BORROW EXCA VA TION. Borrow area(s), when required, within the airport property are
indicated on the plans. If not indicated on the plans, then borrow sources shall be outside the boundaries
of the airport property. Borrow excavation shall be made only at these designated locations and within
the horizontal and vertical limits as staked or as directed.
When borrow sources are outside the boundaries of the airport property, it shall be the Contractor's
responsibility to locate and obtain the supply, subject to the approval of the Engineer. The Contractor
shall notify the Engineer, at least 15 days prior to beginning the excavation, so necessary measurements
and tests can be made. All unsuitable material shall be disposed of by the Contractor. All borrow pits
shall be opened up to expose the vertical face of various strata of acceptable material to enable obtaining a
uniform product. Borrow pits shall be excavated to regular lines to permit accurate measurements, and
they shall be drained and left in a neat, presentable condition with all slopes dressed uniformly.
152-2.4 DRAINAGE EXCA VA TION. Drainage excavation shall consist of excavating for drainage
ditches such as intercepting; inlet or outlet, for temporary levee construction; or for any other type as
designed or as shown on the plans. The work shall be performed in the proper sequence with the other
construction. All satisfactory material shall be placed in fills; unsuitable material shall be placed in waste
areas or as directed. Intercepting ditches shall be constructed prior to starting adjacent excavation
operations. All necessary work shall be performed to secure a fmish true to line, elevation, and cross
section.
The Contractor shall maintain ditches constructed on the project to the required cross section and shall
keep them free of debris or obstructions until the project is accepted.
152-2.5 PREPARATION OF EMBANKMENT AREA. Where an embankment is to be
constructed to a height of 4 feet (120 cm) or less, all sod and vegetable matter shall be removed from the
Key West International Airport P-152-3 February 2008
Ruwnay Safety Area Improvements
surface upon which the embankment is to be placed, and the cleared surface shall be completely broken
up by plowing or scarifying to a minimum depth of 6 inches (150 mm). This area shall then be
compacted as indicated in paragraph 2.6. When the height of fill is greater than 4 feet (120 cm), sod not
required to be removed shall be thoroughly disked and recompacted to the density of the surrounding
ground before construction of embankment.
Where embankments are to be placed on natural slopes steeper than 3 to 1, horizontal benches shall be
constructed as shown on the plans.
No direct payment shall be made for the work performed under this section. The necessary clearing and
grubbing and the quantity of excavation removed will be paid for under the respective items of work.
152-2.6 FORMA TION OF EMBANKMENTS. Embankments shall be formed in successive
horizontal layers of not more than 8 inches (200 mm) in loose depth for the full width of the cross section,
unless otherwise approved by the Engineer.
The grading operations shall be conducted, and the various soil strata shall be placed, to produce a soil
structure as shown on the typical cross section or as directed. Materials such as brush, hedge, roots,
stumps, grass and other organic matter, shall not b~ incorporated or buried in the embankment.
Operations on earthwork shall be suspended at any time when satisfactory results cannot be obtained
because of rain, freezing, or other unsatisfactory conditions of the field. The Contractor shall drag, blade,
or slope the embankment to provide proper surface drainage.
The material in the layer shall be within +/-2 percent of optimum moisture content before rolling to obtain
the prescribed compaction. In order to achieve a uniform moisture content throughout the layer, wetting
or drying of the material and manipulation shall be required when necessary. Should the material be too
wet to permit proper compaction or rolling, all work on all of the affected portions of the embankment
shall be delayed until the material has dried to the required moisture content. Sprinkling of dry material
to obtain the proper moisture content shall be done with approved equipment that will sufficiently
distribute the water. Sufficient equipment to furnish the required water shall be available at all times.
Samples of all embankment materials for testing, both before and after placement and compaction, will be
taken for each 1000 cubic yards. Based on these tests, the Contractor shall make the necessary
corrections and adjustments in methods, materials or moisture content in order to achieve the correct
embankment density.
Rolling operations shall be continued until the embankment is compacted to not less than 95 percent of
maximum density for noncohesive soils, and 90 percent of maximum density for cohesive soils as
determined by ASTM D 1557. Under all areas to be paved, the embankments shall be compacted to a
depth of 6" and to a density of not less than 95 percent of the maximum density as determined by ASTM
D 1557.
On all areas outside of the pavement areas, no compaction will be required on the top 4 inches (100 mm).
The in-place field density shall be determined in accordance with ASTM D 1556 or ASTM D 2167.
Compaction areas shall be kept separate, and no layer shall be covered by another until the proper density
is obtained.
During construction of the embankment, the Contractor shall route hislher equipment at all times, both
when loaded and when empty, over the layers as they are placed and shall distribute the travel evenly over
Key West International Airport P-152-4 February 2008
Ruwnay Safety Area Improvements
the entire width of the embankment. The equipment shall be operated in such a manner that hardpan,
cemented gravel, clay, or other chunky soil material will be broken up into small particles and become
incorporated with the other material in the layer.
In the construction of embankments, layer placement shall begin in the deepest portion of the fill; as
placement progresses, layers shall be constructed approximately parallel to the finished pavement grade
line.
When rock and other embankment material are excavated at approximately the same time, the rock shall
be incorporated into the outer portion of the embankment and the other material shall be incorporated
under the future paved areas. Stones or fragmentary rock larger than 4 inches (100 rrun) in their greatest
dimensions will not be allowed in: the top 6 inches (150 mm) of the subgrade. Rockfill shall be brought
up in layers as specified or as directed and every effort shall be exerted to fill the voids with the finer
material forming a dense, compact mass. Rock or boulders shall not be disposed of outside the
excavation or embankment areas, except at places and in the manner designated by the Engineer.
When the excavated material consists predominantly of rock fragments of such size that the material
cannot be placed in layers of the prescribed thickness without crushing, pulverizing or further breaking
down the pieces, such material may be placed in the embankment as directed in layers not exceeding 2
feet (60 cm) in thickness. Each layer shall be leveled and smoothed with suitable leveling equipment and
by distribution of spalls and finer fragments of rock. These type lifts shall not be constructed above an
elevation 4 feet (120 cm) below the finished subgrade. Density requirements will not apply to portions of
embankments constructed of materials which cannot be tested in accordance with specified methods.
Frozen material shall not be placed in the embankment nor shall embankment be placed upon frozen
material.
There will be no separate measurement of payment for compacted embankment, and all costs incidental to
placing in layers, compacting, disking, watering, mixing, sloping, and other necessary operations for
construction of embankments will be included in the contract price for excavation, borrow, or other items.
152-2.7 FINISHING AND PROTECTION OF SUB GRADE. After the subgrade has been
substantially completed the full width shall be conditioned by removing any soft or other unstable
material which will not compact properly. The resulting areas and all other low areas, holes or
depressions shall be brought to grade with suitable select material. Scarifying, blading, rolling and other
methods shall be performed to provide a thoroughly compacted subgrade shaped to the lines and grades
shown on the plans.
Grading of the subgrade shall be performed so that it will drain readily. The Contractor shall take all
precautions necessary to protect the subgrade from damage. He/she shall limit hauling over the finished
subgrade to that which is essential for construction purposes.
All ruts or rough places that develop in a completed subgrade shall be smoothed and recompacted.
No subbase, base, or surface course shall be placed on the subgrade until the subgrade has been approved
by the Engineer.
152-2.8 HAUL. All hauling will be considered a necessary and incidental part of the work. Its cost
shall be considered by the Contractor and included in the contract unit price for the pay of items of work
involved. No payment will be made separately or directly for hauling on any part of the work.
Key West International Airport
P-152-5
February 2008
Ruwnay Safety Area Improvements
I
I 152-2.9 TOLERANCES. In those areas upon which a subbase or base course is to be placed, the top
of the subgrade shall be of such smoothness that, when tested with a 16-foot(4.8 m) straightedge applied
parallel and at right angles to the centerline, it shall not show any deviation in excess of 1/2-inch (12
mm), or shall not be more than 0.05-foot (.015 m) from true grade as established by grade hubs or pins.
Any deviation in excess of these amounts shall be corrected by loosening, adding, or removing materials;
reshaping; and recompacting by sprinkling and rolling.
IOn safety areas, intermediate and other designated areas, the surface shall be of such smoothness that it
will not vary more than 0.10 foot(0.03 m)from true grade as established by grade hubs. Any deviation in
Iexcess of this amount shall be corrected by loosening,adding or removing materials,and reshaping.
152-2.10 TOPSOIL. When topsoil is specified or required as shown on the plans or under Item T-
905, it may be salvaged from stripping or other grading operations, if available. Otherwise it shall be
obtained from off-site. The topsoil shall meet the requirements of Item T-905. If, at the time of
excavation or stripping, the topsoil cannot be placed in its proper and final section of finished
I construction, the material shall be stockpiled at approved locations. Stockpiles shall not be placed within
125 feet of runway pavement or 75 feet of taxiway pavement and shall not be placed on areas which
subsequently will require any excavation or embankment. If, in the judgment of the Engineer, it is
practical to place the salvaged topsoil at the time of excavation or stripping, the material shall be placed in
Iits final position without stockpiling or further rehandling.
Upon completion of grading operations, stockpiled topsoil shall be handled and placed as directed, or as
Irequired in Item T-905.
No direct payment will be made for topsoil as such under Item P-152. The quantity removed and placed
I directly or stockpiled shall be paid for at the contract unit price per cubic yard (cubic meter) for
"Unclassified Excavation."
When stockpiling of topsoil and later rehandling of such material is directed by the Engineer,the material
Iso rehandled shall be paid for at the contract unit price per cubic yard (cubic meter) for"Topsoiling," as
provided in Item T-905.
METHOD OF MEASUREMENT
T52-3.1 The quantity of excavation andrehandling material tobelid for shall be the number of
I
cubic yards (cubic meters) measured in its original position.
,
Measurement shall not include the quantity of materials excavated without authorization beyond norma
l
II slope lines, or the quantity of material used for purposes other than those directed.
152-3.2 Borrow material shall be paid for on the basis of the number of cubic yards (cubic meters)
Imeasured in its original position at the borrow pit.
1''52-3.3 For payment speed ied by the cubic yard (cubic meter), measurement for all excavation shall
be-computed by the average end area method. The end area is that bound by the original ground ltm e
i i established by field cross sections and the final theoretical pay line established by excavation cros,
sections shown on the plans, subject to verification by the Engineer. After completion of all excavated
I oper�itions and prior to the placing of base or subbase material, the final excavation shall be verified"tiy
the Engineer by means of field cross sections taken randomly at intervals not exceeding 500 linear feet
(L?O;meters).
IKey West International Airport P-152-6 February 2008
Ruwnay Safety Area Improvements
Final fieldlcross sections shall be employe&if the'following changes have been made:
4
a. Plan width of embankments or excavations are changed by more than plus or minus 1.0
foot(0.3 meter); or
4
b. Plan elevations of embankments or excavations are changed by more than plus or minus
0.5 foot (0.15 meter).
BASIS OF PAYMENT
� -r -�:�n,y-.�z�<::��rr -�c----a*x'.z��rk-.;ztc!y�r^�:t�'si;,.rn�,.'[�fi'#:."Sr'�.. +`��: ,
152-4.1 - For unclassified excavation ,_-unsuita `le excavation", and rehandling material payment
shall be made at the contract unit price per cubic yard (cubic meter). This price shall be full
compensation for furnishing all materials, labor, equipment, tools, and incidentals necessary;,tocomplete
the item.
152-4.2 For "Borrow Excavation" payment shall be made at the contract unit price per cubic yard
(cubic meter). This price shall be full compensation for furnishing all materials,labor, equipment, tools,
and incidentals necessary to complete the item.
Payment will be made under:
A
Item P-152-4.1 Unclassified Excavation --per cubic yard
• Item P-152-4.2 Unsuitable excavation—per cubic yard
Item P-152-4.3 Rehandling material —per cubic yard
TESTING REQUIREMENTS
ASTM D 698 Test for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures,
Using 5.5-pound (2.49 kg)Rammer and 12-inch(305 mm)Drop
ASTM D 1556 Test for Density of Soil In Place by the Sand-Cone Method
ASTM D 1557 Test for Moisture-Density Relations of Soils and Soil-Aggregate Mixtures,
111 Using 10-pound (4.5 kg) Rammer and 18-inch(45 cm) Drop
ASTM D 2167 Test for Density and Unit Weight of Soil In Place by the Rubber Ballon Method
END OF ITEM P-152
7
Key West International Airport P-152-7 February 2008
Ruwnay Safety Area Improvements
ITEM P-211
LIME ROCK BASE COURSE
DESCRIPTION
211-1.1 This item shall consist of a base course composed of lime rock constructed on the prepared
underlying course in accordance with these specifications and shall conform to the dimensions and typical
cross section shown on the plans.
MA TERIALS
211-2.1 MA TERIALS. The lime rock base course material shall consist of fossiliferous limestone of
uniform quality, and shall not contain hard or flinty pieces which will cause a rough surface containing
pits and pockets. The rock shall show no tendency to "air slake" or undergo chemical change when
exposed to the weather. The material when watered and rolled shall be capable of being compacted into a
dense and well-bonded base.
The oolitic type of lime rock shall meet the following requirements:
Carbonates of calcium and magnesium - not less than 70%.
Oxides of iron and aluminum - not more than 2%.
The combined amount of carbonates, oxides, and silica shall be at least 97%. The material shall be non-
plastic.
All other types of lime rock shall contain not less than 95% of carbonates of calcium and magnesium.
Liquid limit shall not exceed 35, plasticity index shall not exceed 6, as determined in accordance with
ASTM D 4318.
The chemical analysis of lime rock shall consist of determining the insoluble silica, iron oxide, and
alumina by solution of the sample in hydrochloric (Hel) acid, evaporating, dehydrating, redissolving the
residue, and neutralizing with ammonium hydroxide, filtering, washing, and igniting the residue lime
rock. The difference between the percentage of insoluble matter and 100% is reported as carbonates of
calcium and magnesium.
The lime rock shall not contain more than 0.5% of roots, leaf mold, organic, or foreign matter and shall be
obtained from pits from which all overburden has been removed previous to blasting and quarrying.
The gradation of the lime rock shall meet the following requirements:
Sieve Designation
(square openings)
3-1/2 inch (90.mm)
3/4 inch (19.0 mm)
Percentage by Weight
Passing Sieves
100
50-100
All fine material shall consist entirely of dust of fracture.
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P-211-1 (FAA)
February 2008
Runway Safety Area Improvements
CONSTRUCTION METHODS
211-3.1 SOURCES OF SUPPLY. All work involved in cleaning and stripping pits, including the
handling of unsuitable material shall be performed by the Contractor at his/her own expense. The lime
rock shall be obtained from approved sources. The pits shall be operated in such a manner that a clean
and uniform material will be secured.
211-3.2 EQUIPMENT. All equipment necessary for the proper construction of this work shall be on
the project, in first-class working condition, and approved by the Engineer before construction is
permitted to start.
211-3.3 PREPARING UNDERLYING COURSE. The underlying course shall be checked and
accepted by the Engineer before placing and spreading operations are started. Any ruts or soft yielding
places caused by improper drainage conditions, hauling, or any other cause shall be corrected at the
Contractor's expense before the base course is placed thereon. Material shall not be placed on frozen
subgrade.
211-3.4 PLACING AND SPREADING. All base course material shall be placed on the prepared
underlying course and compacted in layers to the thickness shown on the plans. The depositing and
spreading of the material on the prepared course or on a completed layer shall commence where
designated and shall progress without breaks. The material shall be deposited and spread in lanes in a
uniform layer and without segregation of size to such loose depth that, when compacted, the layer shall
have the required thickness. When more than one layer is required, the construction procedure described
herein shall apply similarly to each layer, excepting the scarifying and rerolling of the surface which shall
apply to only the top layer.
The rock shall be transported to locations where it is to be used over rock previously placed and dumped
at the end of the preceding spread. It shall then be spread uniformly with shovels, forks, or approved
mechanical spreaders especially constructed for this purpose. In no case shall rock be dumped directly
onto the underlying course. Transporting over the underlying course will not be permitted, except as
directed, in which case it must be protected by planking if rutting occurs. During the dumping and
spreading operations, the rock shall be brought to the proper moisture content to obtain maximum density.
If water is added, it shall be uniformly mixed to the full depth of the course, by discing. All segregated
areas of fine or coarse rock shall be removed and replaced with well-graded rock, and approved by the
Engineer. Lime rock shall not be spread when the subgrade is in an unsuitable condition.
The lime rock base course shall be constructed in a layer not less than 4 inches (100 mm) nor more than 6
inches (150 rom) of compacted thickness. The base course shall be constructed in lanes or strips parallel
with the centerline of the paved area.
During the placing operation, sufficient caution shall be exercised to prevent the incorporation of
subgrade, subbase, or shoulder material in the lime rock.
211-3.5 ROLLING. Immediately after completion of the spreading operations, the base material
shall be thoroughly compacted. The number, type, and weight of rollers shall be sufficient to compact the
mixture to the required density.
The field density of the compacted material shall be at least 100 percent of the maximum density of
laboratory specimens prepared from samples of the base material delivered to the jobsite. The laboratory
specimens shall be compacted and tested in accordance with ASTM D1557. The in-place field density
shall be determined in accordance with ASTM D 1556 or ASTM D 2167. The moisture content of the
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Runway Safety Area Improvements
material at the start of compaction shall not be below nor more than 1-1/2 percentage points above the
optimum moisture content.
211-3.6 FINISHING BASE COURSE. After the watering and rolling of the base course, the entire
surface shall be scarified to a depth of at least 3 inches (75 mm) and shaped to the exact crown and cross
section with a blade grader. The scarified material shall be rewatered and thoroughly rolled. Rolling
shall continue until the base is bonded and compacted into a dense, unyielding mass, true to grade and
cross section. The scarifying and rolling of the surface of the base shall follow the initial rolling of the
lime rock by not more than 4 days. When the lime rock base is constructed in two layers, the scarifying
of the surface shall be to a depth of 2 inches (50 mm).
If, in the opinion of the Engineer, the surface of the base is glazed or cemented to the extent that the prime
coat could not penetrate properly, and after determining that the condition of the base meets all
requirements, he will direct that the surface of the base be hard-planed with a blade grader and broomed
immediately prior to the application of the prime coat. This hard-planing shall be done in such a manner
that only the glazed or cemented surface is removed, leaving a granular or porous condition that will
allow free penetration of the prime material. The material planed from the base shall be removed from the
base area.
If at any time the underlying material becomes churned up and mixed with the base course material, the
Contractor shall, without additional compensation, dig out and remove the mixture, reshape and compact
the underlying course, replace the materials removed with clean rock which shall be watered and rolled
until satisfactorily compacted.
Where cracks, checks, or failures appear in the base, either before or after priming and before the surface
course is laid, the Contractor shall remove such cracks, checks, or failures by rescarifying, reshaping,
watering, rolling, and adding lime rock where necessary.
211-3.7 SURFACE TOLERANCE. After the course has been completely compacted, the surface
shall be tested for smoothness and accuracy of grade and crown. Any portion lacking the required
smoothness or failing in accuracy of grade or crown shall be scarified, reshaped, recompacted, and
otherwise manipulated as the Engineer may direct until the required smoothness and accuracy are
obtained. The finished surface shall not vary more than 3/8 inch (9 mm) from a 16-foot (4.8 mm)
straightedge when applied to the surface parallel with, and at right angles to, the centerline. In testing
surface of the harder lime rocks, measurement of clearances from the straightedge shall not include small
holes caused by individual pieces being pulled out by the grader.
211-3.8 THICKNESS. The thickness of the base course shall be determined by depth tests or
elevations taken at intervals in such a manner that each test shall represent 300 square yards (250 square
meters), or it shall be as otherwise directed by the Engineer. The depth tests shall be made by test holes
through the base at least 3 inches (75 mm) in diameter. Where the base deficiency is more than ~ inch
(12 mm), the Contractor shall correct such areas by scarifying and adding rock. The base shall be
scarified, rock added, and tapered a distance of 100 feet (30 m) in each direction from the edge of the
deficient area for each inch of rock added. The affected area shall then be watered, bladed, rolled, and
brought to a satisfactory state of compaction, required thickness, and cross section. The thickness of the
base in the affected area shall be remeasured by depth tests or elevations. The operations of scarifying,
adding rock, and rerolling shall continue until the base thickness is within the ~-inch (12 nun) tolerance
of base thickness. The fmal base thickness of the reconditioned area shall be used to determine the
average job thickness.
The average job thickness shall be the average of the depth measurement as above outlined and shall be
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Runway Safety Area Improvements
within 1/4 inch (6 nun) of the thickness shown on the typical cross section. On individual depth
measurements, thicknesses more than Y2 inch (12 mm) in excess of that shown on the plans shall be
considered as specified thickness plus Y2 inch (12 mm) in computing the average job thickness. The
Contractor shall replace, at his/her expense, the lime rock removed from test holes.
211-3.9 PROTECTION. Work on the base course shall not be accomplished during freezing
temperatures nor when the subgrade is wet. When the aggregate contains frozen materials or the
underlying course is frozen, the construction shall be stopped.
Hauling equipment may be routed over completed portions of the base course, provided no damage
results and provided that such equipment is routed over the full width of the base course to avoid rutting
or uneven compaction. However, the Engineer in charge shall have full and specific authority to stop all
hauling over completed or partially completed base course when, in hislher opinion, such hauling is
causing damage. Any damage resulting to the base course from routing equipment over the base course
shall be repaired by the Contractor at his/her own expense.
211-3.10 MAINTENANCE. Following the completion of the base course, the Contractor shall
perform all maintenance work necessary to keep the base course in a condition satisfactory for priming.
After priming, the surface shall be kept clean and free from foreign material. The base course shall be
properly drained at all times. If cleaning is necessary, or if the prime coat becomes disturbed, any work
or restitution necessary shall be performed at the expense of the Contractor.
METHOD OF MEASUREMENT
211-4.1 The quantity of lime rock base course to be paid for shall be the number of cubic yards (cubic
meters) of base material placed, bonded, and accepted in the completed base course. The quantity of base
course material shall be measured in final position, based upon depth tests taken as directed by the
Engineer, at the rate of 1 depth test for each 300 square yards (250 square meters) of base course, or by
means of average end areas on the complete work computed from elevations to the nearest 0.01 foot (3
nun). On individual depth measurements, thicknesses more than Yz inch (12 mm) in excess of that shown
on the plans shall be considered as the specified thickness plus ~ inch (12 mm) in computing the yardage
for payment.
BASIS OF PAYMENT
211-5.1 Payment shall be made at the contract unit price per cubic yard (cubic meter) for lime rock
base course. This price shall be full compensation for furnishing all materials and for all preparation,
hauling, and placing of these materials, and for all labor, equipment, tools, and incidentals necessary to
complete the item.
The cost of removing cracks and checks including the labor and material for repriming, and the additional
lime rock necessary for crack elimination, will not be paid for separately but shall be included in the
contract price per cubic yard (cubic meter) for lime rock base course.
Payment will be made under:
Item P-211-5.1
6" Lime rock base course - per cubic yard (cubic meter)
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Runway Safety Area Improvements
TESTING REQUIREMENTS
ASTM C 136
Sieve Analysis of Fine and Coarse Aggregate
ASTM D 698
Moisture-Density Relations of Soils and Soil Aggregate Mixtures
Using 5.5-lb (2.49-kg) Rammer and 12-in (305 mm) Drop
ASTM D 1556
Density of Soil in Place by the Sand-Cone Method
ASTM D 1557
Moisture-Density Relations of Soils and Soil-Aggregate
Mixtures Using 10-lb (4.5 kg) Rammer and I8-in (457 mm) Drop
ASTM D 2167
Density and Unit Weight of Soil in Place by the Rubber BalIan Method
ASTM4318
Liquid Limit, Plastic Limit, and Plasticity Index of Soils
END OF ITEM P-211
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ITEM p. 401
PLANT MIX BITUMINOUS PAVEMENTS
DESCRIPTION
401-1.1 This item shall consist of surface, leveling or base courses composed of mineral aggregate and
bituminous material mixed in a central mixing plant and placed on a prepared course in accordance with
these specifications and shall conform to the lines, grades, thicknesses, and typical cross sections shown
on the plans. Each course shall be constructed to the depth, typical section, or elevation required by the
plans and shall be rolled, finished, and approved before the placement of the next course.
MA TERIALS
401-2.1 AGGREGATE. Aggregates shall consist of crushed stone, crushed gravel, or crushed slag with
or without sand or other inert finely divided mineral aggregate. The portion of materials retained on the
No.8 sieve is coarse aggregate. The portion passing the No.8 (2.36 rom) sieve and retained on the No.
200 (0.075 nun) sieve is fine aggregate, and the portion passing the No. 200 (0.075 mm) sieve is mineral
filler.
a. Coarse Aggregate. Coarse aggregate shall consist of sound, tough, durable particles,
free from adherent films of matter that would prevent thorough coating and bonding with
the bituminous material and be free from organic matter and other deleterious substances.
The percentage of wear shall not be greater than 40 percent for surface and intermediate
courses and 50 percent for base course, when tested in accordance with ASTM C 131.
The sodium sulfate soundness loss shall not exceed 10 percent, or the magnesium sulfate
soundness loss shall not exceed 13 percent, after five cycles, when tested in accordance
with ASTM C 88.
Aggregate shall contain at least 70 percent by weight of individual pieces having two or
more fractured faces and 85 percent by weight having at least one fractured face. The
area of each face shall be equal to at least 75 percent of the smallest midsectional area of
the piece. When two fractured faces are contiguous, the angle between the planes of
fractures shall be at least 30 degrees to count as two fractured faces. Fractured faces shall
be obtained by crushing.
The aggregate shall not contain more than 8 percent, by weight, of flat or elongated
pieces, when tested in accordance with ASTM D 4791.
Slag shall be air-cooled, blast furnace slag, and shall have a compacted weight of not less
than 70 pounds per cubic foot (1.12 mg/cubic meter) when tested in accordance with
ASTM C 29.
b. Fine Aggregate. Fine aggregate shall consist of clean, sound, durable, angular shaped
particles produced by crushing stone, slag, or gravel that meets the requirements for wear
and soundness specified for coarse aggregate. The aggregate particles shall be free from
coatings of clay, silt, or other objectionable matter and shall contain no clay balls. The
fine aggregate, including any blended material for the fine aggregate, shall have a
plasticity index of not more than 6 and a liquid limit of not more than 25 when tested in
accordance with ASTM D 4318.
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Natural (nonmanufactured) sand may be used to obtain the gradation of the aggregate
blend or to improve the workability of the mix. The amount of sand to be added will be
adjusted to produce mixtures conforming to requirements of this specification. The fine
aggregate shall not contain more than 20 percent natural sand by weight of total
aggregates.
The aggregate shall have sand equivalent values of 35 or greater when tested In
accordance with ASTM D 2419.
c. Sampling. ASTM D 75 shall be used in sampling coarse and fine aggregate, and ASTM
C 183 shall be used in sampling mineral filler.
401-2.2 MINERAL FILLER. If filler, in addition to that naturally present In the aggregate, IS
necessary, it shall meet the requirements of ASTM D 242.
401-2.3 BITUMINOUS MA TERIAL. Bituminous material shall conform to the following
requirements: AC-20 in accordance with the requirements of ASTM D 3381.
The Contractor shall furnish vendor's certified test reports for each lot of bituminous material shipped to
the project. The vendor's certified test report for the bituminous material can be used for acceptance or
tested independently by the Engineer.
401-2.4 PRELIMINARY MATERIAL ACCEPTANCE. Prior to delivery of materials to the job site,
the Contractor shall submit certified test reports to the Engineer for the following materials:
a. Coarse Aggregate.
(1) Percent of wear.
(2) Soundness.
(3) Unit weight of slag.
b. Fine Aggregate.
(1) Liquid limit.
(2) Plastic index.
(3) Sand equivalent.
c. Mineral Filler.
d. Bituminous Material. The certification(s) shall show the appropriate ASTM testes) for
each material, the test results, and a statement that the material meets the specification
requirement.
The Engineer may request samples for testing, prior to and during production, to verify
the quality of the materials and to ensure conformance with the applicable specifications.
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COMPOSITION
401-3.1 COMPOSITION OF MIXTURE. The bituminous plant mix shall be composed of a mixture
of well-graded aggregate, filler if required, and bituminous material. The several aggregate fractions shall
be sized, handled in separate size groups, and combined in such proportions that the resulting mixture
meets the grading requirements of the job mix formula (JMF).
401-3.2 JOB MIX FORMULA. No bituminous mixture for payment shall be produced until a job mix
formula has been approved by the Engineer. The bituminous mixture shall be designed using procedures
contained in Chapter III, MARSHALL METHOD OF MIX DESIGN, of the Asphalt Institute's Manual
Series No.2 (MS-2), Mix Design Methods for Asphalt Concrete, and shall meet the requirements of
Tables 1 and 2.
The design criteria in Table 1 are target values necessary to meet the acceptance requirements contained
in paragraph 401-5.2b. The criteria is based on a production process which has a material variability with
the following standard deviations:
Stability (lbs.) =
Flow (0.01 inch)
Air Voids (%) =
270
=
1.5
0.65
If material variability exceeds the standard deviations indicated, the job mix formula and subsequent
production targets should be based on a stability greater than shown in Table 1, and the flow and air voids
should be targeted close to the mid-range of the criteria in order meet the acceptance requirements.
If the Tensile Strength Ratio (TSR) of the composite mixture, as determined by ASTM D 4867, is less
than 75, the aggregates shall be rejected or the asphalt treated with an approved anti-stripping agent. The
amount of anti-stripping agent added to the asphalt shall be sufficient to produce a TSR of not less than
75. If an antistrip agent is required, it will be provided by the Contractor at no additional cost.
The job mix formula shall be submitted in writing by the Contractor to the Engineer at least 21 days prior
to the start of paving operations and shall include as a minimum:
8. Percent passing each sieve size.
b. Percent of asphalt cement.
c. Asphalt viscosity or penetration grade.
d. Number of blows of hammer compaction per side of molded specimen.
e. Mixing temperature.
f. Compaction temperature.
g. Temperature of mix when discharged from the mixer.
h. Temperature-viscosity relationship of the asphalt cement.
i. Plot of the combined gradation on the Federal Highway Administration (FHW A) 45
power gradation curve.
j. Graphical plots of stability, flow, air voids, voids in the mineral aggregate, and unit
weight verses asphalt content.
k. Percent natural sand.
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l. Percent fractured faces.
m. Percent elongated particles.
n. Tensile Strength Ratio (TSR).
o. Antistrip agent (if required).
The Contractor shall submit samples to the Engineer, upon request, for job mix formula verification
tes ting.
The job mix formula for each mixture shall be in effect until modified in writing by the Engineer. Should
a change in sources of materials be made, a new job mix formula must be approved by the Engineer
before the new material is used.
TABLE 1. MARSHALL DESIGN CRITERIA
PA VEMENTS DESIGNATED FOR
TEST PROPERTY AIRCRAFT GROSS WEIGHTS OF
60,000 POUNDS OR MORE
Number of blows 75
Stability, pounds (newtons) minimum 2150
Flow, 0.01 in. (0.25 mm) 10 - 14
Air voids (percent) 2.8 -4.2
Percent voids in mineral aggregate, minimum See Table 2
T ABLE 2. MINIMUM PERCENT VOIDS IN MINERAL AGGREGATE
MAXIMUM PARTICLE MINIMUM VOIDS IN
SIZE MINERAL AGGREGATE,
PERCENT
in. mm. Percent
~ 12.5 16
% 19.0 15
1 25. 14
1-1/4 31.25 13
The mineral aggregate shall be of such size that the percentage composition by weight, as determined by
laboratory screens, will conform to the gradation or gradations specified in Table 3 when tested in
accordance with ASTM Standard C 136 and C 117.
The gradations in Table 3 represent the limits which shall determine the suitability of aggregate for use
from the sources of supply. The aggregate, as selected (and used in the IMP), shall have a gradation
within the limits designated in Table 3 and shall not vary from the low limit on one sieve to the high limit
on the adjacent sieve, or vice versa, but shall be well graded from coarse to fine.
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Deviations from the final approved mix design for bitumen content and gradation of aggregates shall be
within the action limits for individual measurements as specified in paragraph 401-6.5a. The limits still
will apply if they fall outside the master grading band in Table 3.
The maximum size aggregate used shall not be more than one-half of the thickness of the course being
constructed.
TABLE 3. AGGREGATE - BITUMINOUS PAVEMENTS
PERCENT AGE BY WEIGHT
SIEVE SIZE PASSING SIEVE
SURFACE (3/4" MAX)
1 - Ih in. (31.25 mm) -
1 in. (25.0 mm) -
% in. (19.0 mm) 100
~ in. (12.5 nun) 79 - 99
3/8 in. (9.5 mm) 68 - 88
No.4 (4.75 mm) 48 - 68
No.8 (2.36 mm) 33 - 53
No. 16 (1.18 nun) 20-40
No. 30 (0.60 nun) 14 - 30
No. 50 (.30 rom) 9 -21
No. 10 (0.15 nun) 6-16
No. 200 (0.075 mm) 3-6
Asphalt percent:
Stone or gravel 5.0- 7.5
Slag 6.5 -9.5
The aggregate gradations shown are based on aggregates of uniform specific gravity. The percentages
passing the various sieves shall be corrected when aggregates of varying specific gravities are used, as
indicated in the Asphalt Institute Manual Series No.2 (MS-2), Appendix A.
401-3.3 RECYCLED ASPHALT CONCRETE. The use of recycled asphalt pavement (RAP) will not
be permitted in the P-401 plant mix bituminous pavements.
401-3.4 TEST SECTION. Prior to full production, the Contractor shall prepare and place a quantity of
bituminous mixture according to the job mix formula. The amount of mixture should be sufficient to
construct a test section 300 long and 20 wide placed in two lanes, with a longitudinal cold joint, and shall
be of the same depth specified for the construction of the course which it represents. The underlying
grade or pavement structure upon which the test section is to be constructed shall be the same as the
remainder of the course represented by the test section. The equipment used in construction of the test
section shall be the same type and weight to be used on the remainder of the course represented by the test
section.
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, February 2008
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Three random samples shall be taken at the plant and tested for stability, flow, and air voids in accordance
with paragraph 401-5.1a(2). Two random samples of mixture shall be taken at the plant and tested for
aggregate gradation and asphalt content in accordance with paragraphs 401-6.3a and 3b and evaluated in
accordance with paragraphs 401-6.5a and 5b. Three randomly selected cores shall be taken from the
finished pavement mat, and three from the longitudinal joint, and tested in accordance with paragraph
401-5.1b(4). Random sampling shall be in accordance with procedures contained in ASTM D 3665.
Mat density and air voids shall be evaluated in accordance with paragraph 401-5.2f(1). Stability and flow
shall be evaluated in accordance with paragraph 401-5.2f(2). Joint density shall be evaluated in
accordance with paragraph 401-5.2f(3).
V oids in the mineral aggregate (VMA), for each plant sample, shall be computed in accordance with
procedures contained in Chapter III, MARSHALL METHOD OF MIX DESIGN, of the Asphalt
Institute's Manual Series No.2 (MS-2), Mix Design Methods for Asphalt Concrete.
The test section shall be considered acceptable if; 1) stability, flow, mat density, air voids, and joint
density are 90 percent or more within limits, 2) gradation and asphalt content are within the action limits
specified in paragraphs 401-6.5a and 5b, and 3) the voids in the mineral aggregate is within the limits of
Table 2.
If the initial test section should prove to be unacceptable, the necessary adjustments to the job mix
formula, plant operation, placing procedures, and/or rolling procedures shall be made. A second test
section shall then be placed. If the second test section also does not meet specification requirements, both
sections shall be removed at the Contractor's expense. Additional test sections, as required, shall be
constructed and evaluated for conformance to the specifications. Any additional sections that are not
acceptable shall be removed at the Contractor's expense. Full production shall not begin until an
acceptable section has been constructed and accepted by the Engineer. The initial test section, whether
acceptable or unacceptable, and any subsequent section that meets specification requirements shall be
paid for in accordance with paragraph 401-8.1.
Job mix control testing shall be performed by the Contractor at the start of plant production and in
conjunction with the calibration of the plant for the job mix formula. It should be recognized that the
aggregates produced by the plant may not satisfy the gradation requirements or produce a mix that exactly
meets the JMF. In those instances, it will be necessary to reevaluate and redesign the mix using plant-
produced aggregates. Specimens should be prepared and the optimum bitumen content determined in the
same manner as for the original design tests.
401-3.5 TESTING LABORATORY. The laboratory used to develop the job mix formula shall meet the
requirements of ASTM D 3666. A certification signed by the manager of the laboratory stating that it
meets these requirements shall be submitted to the Engineer prior to the start of construction. The
certification shall contain as a minimum:
a. Qualifications of personnel; laboratory manager, supervising technician,
and testing technicians.
b. A listing of equipment to be used in developing the job mix.
c. A copy of the laboratory's quality control system.
d. Evidence of participation in the AASHTO Materials Reference Laboratory (AMRL)
program
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CONSTRUCTION METHODS
401-4.1 WEATHER LIMITATIONS. The bituminous mixture shall not be placed upon a wet surface
or when the surface temperature of the underlying course is less than specified in Table 4. The
temperature requirements may be waived by the Engineer, if requested; however, all other requirements
including compaction shall be met.
TABLE 4. BASE TEMPERATURE LIMIT A TIONS
MA T THICKNESS BASE TEMPERATURE (MINIMUM)
DEG.F DEG.C
3 in. (7.5 cm) or greater 40 4
Greater than 1 in. (2.5 cm) 45 7
But less than 3 in. (7.5 cm)
1 in. (2.5 cm) or less 50 10
401-4.2 BITUMINOUS MIXING PLANT. Plants used for the preparation of bituminous mixtures
shall conform to the requirements of ASTM D 995 with the following changes:
a. Requirements for All Plants.
(1) Truck Scales. The bituminous mixture shall be weighed on approved scales
furnished by the Contractor, or on certified public scales at the Contractor's
expense. Scales shall be inspected and sealed as often as the Engineer deems
necessary to assure their accuracy. Scales shall conform to the requirements of
the General Provisions, Section 90-01.
(2) Testing Facilities. The Contractor shall provide laboratory facilities at the plant
for the use of the Engineer's acceptance testing and the Contractor's quality
control testing, in accordance with paragraph 401-6.2d.
(3) Inspection of Plant. The Engineer, or Engineer's authorized representative, shall
have access, at all times, to all areas of the plant for checking adequacy of
equipment; inspecting operation of the plant: verifying weights, proportions, and
material properties; and checking the temperatures maintained in the preparation
of the mixtures.
(4) Storage Bins and Surge Bins. Paragraph 3.9 of ASTM D 995 is deleted.
Instead, the following applies. Use of surge bins or storage bins for temporary
storage of hot bituminous mixtures will be permitted as follows:
(a) The bituminous mixture may be stored in surge bins for period of time
not to exceed 3 hours.
(b) The bituminous mixture may be stored in insulated storage bins for a
period of time not to exceed 24 hours.
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The bins shall be such that mix drawn from them meets the same requirements as mix loaded directly into
trucks.
If the Engineer determines that there is an excessive amount of heat loss, segregation or oxidation of the
mixture due to temporary storage, no overnight storage will be allowed.
401-4.3 HAULING EQUIPMENT. Trucks used for hauling bituminous mixtures shall have tight,
clean, and smooth metal beds. To prevent the mixture from adhering to them, the truck beds shall be
lightly coated with a minimum amount of paraffin oil, lime solution, or other approved material. Each
truck shall have a suitable cover to protect the mixture from adverse weather. When necessary, to ensure
that the mixture will be delivered to the site at the specified temperature, truck beds shall be insulated or
heated and covers shall be securely fastened.
401-4.4 BITUMINOUS PAVERS. Bituminous pavers shall be self-propelled, with an activated screed,
heated as necessary, and shall be capable spreading and finishing courses of bituminous plant mix
material which will meet the specified thickness, smoothness, and grade. The paver shall have sufficient
power to propel itself and the hauling equipment without adversely affecting the finished surface.
The paver shall have a receiving hopper of sufficient capacity to permit a uniform spreading operation.
The hopper shall be equipped with a distribution system to place the mixture uniformly in front of the
screed without segregation. The screed shall effectively produce a finished surface of the required
evenness and texture without tearing, shoving, or gouging the mixture.
If an automatic grade control device is used, the paver shall be equipped with a control system capable of
automatically maintaining the specified screed elevation. The control system shall be automatically
actuated from either a reference line and/or through a system of mechanical sensors or sensor-directed
mechanisms or devices which will maintain the paver screed at a predetermined transverse slope and at
the proper elevation to obtain the required surface. The transverse slope controller shall be capable of
maintaining the screed at the desired slope within plus or minus 0.1 percent.
The controls shall be capable of working in conjunction with any of the following attachments:
8. Ski-type device of not less than 30 feet (9.14 m) in length.
b. Taut stringline ( wire) set to grade.
c. Laser control.
401-4.5 ROLLERS. Rollers of the vibratory, steel wheel, and pneumatic-tired type shall be used. They
shall be in good condition, capable of operating at slow speeds to avoid displacement of the bituminous
mixture. The number, type, and weight of rollers shall be sufficient to compact the mixture to the
required density while it is still in a workable condition.
The use of equipment which causes excessive crushing of the aggregate will not be permitted.
401-4.6 PREPARATION OF BITUMINOUS MATERIAL. The bituminous material shall be heated
in a manner that will avoid local overheating and provide a continuous supply of the bituminous material
to the mixer at a uniform temperature. The temperature of the bituminous material delivered to the mixer
shall be sufficient to provide a suitable viscosity for adequate coating of the aggregate particles, but shall
not exceed 325 degrees F (160 degrees C).
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401-4.7 PREPARATION OF MINERAL AGGREGATE. The aggregate for the mixture shall be
heated and dried prior to introduction into the mixer. The maximum temperature and rate of heating shall
be such that no damage occurs to the aggregates. The temperature of the aggregate and mineral filler
shall not exceed 350 degrees F (175 degrees C) when the asphalt is added. Particular care shall be taken
that aggregates high in calcium or magnesium content are not damaged by overheating. The temperature
shall not be lower than is required to obtain complete coating and uniform distribution on the aggregate
particles and to provide a mixture of satisfactory workability.
401-4.8 PREPARATION OF BITUMINOUS MIXTURE. The aggregates and the bituminous
material shall be weighed or metered and introduced into the mixer in the amount specified by the job mix
formula.
The combined materials shall be mixed until the aggregate obtains a uniform coating of bitumen and is
thoroughly distributed throughout the mixture. Wet mixing time shall be the shortest time that will
produce a satisfactory mixture, but not less than 25 seconds for batch plants. The wet mixing time for all
plants shall be established by the Contractor, based on the procedure for determining the percentage of
coated particles described in ASTM D 2489, for each individual plant and for each type of aggregate
used. The wet mixing time will be set to achieve 95 percent of coated particles. For continuous mix
plants, the minimum mixing time shall be determined by dividing the weight of its contents at operating
level by the weight of the mixture delivered per second by the mixer. The moisture content of all
bituminous mix upon discharge shall not exceed 0.5 percent.
401-4.9 PREPARATION OF THE UNDERLYING SURFACE. Immediately before placing the
bituminous mixture, the underlying course shall be cleaned of all dust and debris. A prime coat or tack
coat shall be applied in accordance with Item P-602 or P-603, if required by the contract specifications.
401-4.10 TRANSPORTING, PLACING, AND FINISHING. The bituminous mixture shall be
transported from the mixing plant to the site in vehicles conforming to the requirements of paragraph 401-
3. Deliveries shall be scheduled so that placing and compacting of mixture is uniform with minimum
stopping and starting of the paver. Adequate artificial lighting shall be provided night placements.
Hauling over freshly placed material shall not be permitted until the material has been compacted, as
specified, and allowed to cool to atmospheric temperature.
The Contractor may elect to use a material transfer vehicle to deliver mix to the paver.
The mix shall be pla~ed and compacted at a temperature suitable for obtaining density, surface
smoothness, and other specified requirements but not less than 250 degrees F (107 degrees C).
Upon arrival, the mixture shall be placed to the full width by a bituminous paver. It shall be struck off in
a uniform layer of such depth that, when the work is completed, it shall have the required thickness and
conform to the grade and contour indicated. The speed of the paver shall be regulated to eliminate pulling
and tearing of the bituminous mat. Unless otherwise permitted, placement of the mixture shall begin
along the centerline of a crowned section or on the high side of areas with a one-way slope. The mixture
shall be placed in consecutive adjacent strips having a minimum width of 12.5 feet except where edge
lanes require less width to complete the area. The longitudinal joint in one course shall offset the
longitudinal joint in the course immediately below by at least 1 foot (30 cm); however, the joint in the
surface top course shall be at the centerline of the pavement. Transverse joints in one course shall be
offset by at least 10 feet (3 m) from transverse joints in the previous course.
Transverse joints in adjacent lanes shall be offset a minimum of 10 feet (3 m).
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On areas where irregularities or unavoidable obstacles make the use of mechanical spreading and
finishing equipment impractical. the mixture may be spread and luted by hand tools.
' The Contractor shall set grade stakes and string lines for both sides of each paving line. The string
lines shall be supported at a maximum of 25 foot center. Additional supports shall be installed to
' prevent sag, if required. The horizontal alignment of the string lines shall be within 1/4 inch per 10
feet. The Contractor shall provide a satisfactory method of securing the string line where vertical
curves are constructed to maintain the proper grade.
401-4.11 COMPACTION OF MIXTURE. After placing, the mixture shall be thoroughly and
uniformly compacted by rolling. The surface shall be compacted as soon as possible when the mixture
' has attained sufficient stability so that the rolling does not cause undue displacement,cracking or shoving.
The sequence of rolling operations and the type of rollers used shall be at the discretion of the Contractor.
I The speed of the roller shall, at all times, be sufficiently slow to avoid displacement of the hot mixture
and be effective in compaction. Any displacement occurring as a result of reversing the direction of the
roller, or from any other cause, shall be corrected at once.
Sufficient rollers shall be furnished to handle the output of the plant. Rolling shall continue until the
surface is of uniform texture, true to grade and cross section, and the required field density is obtained.
To prevent adhesion of the mixture to the roller, the wheels shall be kept properly moistened (and
scrapers used),but excessive water will not be permitted.
In areas not accessible to the roller,the mixture shall be thoroughly compacted with hand tampers.
Any mixture that becomes loose and broken, mixed with dirt, contains check-cracking, or in any way
' defective shall be removed and replaced with fresh hot mixture and immediately compacted to conform to
the surrounding area. This work shall be done at the Contractor's expense. Skin patching shall not be
allowed.
' 401-4.12 JOINTS. The formation of all joints shall be made in such a manner as to ensure a continuous
bond between the courses and obtain the required density. All joints shall have the same texture as other
sections of the course and meet the requirements for smoothness and grade. The roller shall not pass over
the unprotected end of the freshly laid mixture except when necessary to form a transverse joint. When
necessary to form a transverse joint, it shall be made by means of placing a bulkhead or by tapering the
course. The tapered edge shall be cut back to its full depth and width on a straight line to expose a
' vertical face prior to placing the adjacent lane. In both methods all contact surfaces shall be given a tack
coat of bituminous material before placing any fresh mixture against the joint.
' Longitudinal joints which are irregular, damaged, uncompacted, or otherwise defective shall be cut back
to expose a clean, sound surface for the full depth of the course. All contact surfaces shall be given a tack
coat of bituminous material prior to placing any fresh mixture against the joint.
' MATERIAL ACCEPTANCE
401-5.1 ACCEPTANCE SAMPLING AND TESTING. All acceptance sampling and testing
necessary to determine conformance with the requirements specified in this section will be performed by
the Engineer at no cost to the Contractor. Testing organizations performing these tests shall meet the
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requirements of ASTM D 3666. All equipment in Contractor furnished laboratories shall be calibrated by
the testing organization prior to the start of operations.
a. Plant-Produced Material. Plant-produced material shall be tested for stability, flow,
and air voids on a lot basis. Sampling shall be from material deposited into trucks at the
plant or from trucks at the job site. A lot will consist of:
one day's production not to exceed 2,000 tons (1 814 000 kg), or
a half day's production where a day's production is expected to consist of between
2,000 and 4,000 tons (1 814 000 and 3 628 000 kg), or
similar subdivisions for tonnages over 4,000 tons (3 628 000 kg).
Where more than one plant is simultaneously producing material for the job, the lot sizes
shall apply separately for each plant.
(1) Sampling. Each lot will consist of four equal sublots. Sufficient material for
preparation of test specimens for all testing will be sampled by the Engineer on a
random basis, in accordance with the procedures contained in ASTM D 3665.
One set of laboratory compacted specimens will be prepared for each sublot in
accordance with ASTM D 1559, paragraph 4.5, at the number of blows required
by paragraph 401-3.2, Table 1. Each set of laboratory compacted specimens will
consist of three test portions prepared from the same sample increment.
The sample of bituminous mixture shall be put in a covered metal tin and placed
in an oven for not less than 30 nor more than 60 minutes to stabilize to
compaction temperature. The compaction temperature of the specimens should
be as specified in the job mix formula.
(2) Testing. Sample specimens shall be tested for stability and flow in accordance
with ASTM D 1559, paragraph 5. Air voids will be determined by the Engineer
in accordance with ASTM D 3203.
Prior to testing, the bulk specific gravity of each test specimen shall be measured
by the Engineer in accordance with ASTM D 2726 using the procedure for
laboratory-prepared thoroughly dry specimens, or ASTM D 1188, whichever is
applicable, for use in computing air voids and pavement density.
For air voids determination, the theoretical maximum specific gravity of the
mixture shall be measured for each sublot in accordance with ASTM D 2041,
Type C, D, or E container. The value used in the voids computation for each
sublot shall be base on the maximum specific gravity measurements for the
sublot.
The stability, flow for each sublot shall be computed by averaging the results of
all test specimens representing that sublot.
(3) Acceptance. Acceptance of plant produced material for stability, flow, and air
voids shall be determined by the Engineer in accordance with the requirements of
paragraph 401-5.2b.
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b. Field Placed Material. Material placed in the field shall be tested for lnat and joint
density on a lot basis.
(1) Mat Density. The lot size shall be the same as that indicated in paragraph 401-
5.l.a and shall be divided into four equal sublots. One core of finished,
compacted materials shall be taken by the Contractor from each sublot. Core
locations will be determined by the Engineer on a random basis in accordance
with procedures contained in ASTM D 3665. Cores shall not be taken closer
than one foot from a transverse or longitudinal joint.
(2) Joint Density. The lot size shall be the total length of longitudinal joints
constructed by a lot of material as defined in paragraph 401-5.1 a. The lot shall
be divided into four equal sublots.
One core of finished, compacted materials shall be taken by the Contractor from
each sublot. Core locations will be determined by the Engineer on a random
basis in accordance with procedures contained in ASTM D 3665.
(3) Sampling. Samples shall be neatly cut with a core drill. The cutting edge of the
core drill bit shall be of hardened steel or other suitable material with diamond
chips embedded in the metal cutting edge. The minimum diameter of the sample
shall be three inches. Samples that are'clearly defective, as a result of sampling,
shall be discarded and another sample taken. The Contractor shall furnish all
tools, labor, and materials for cutting samples and filling the cored pavement.
Cored holes shall be filled in a manner acceptable to the Engineer and within one
day after sampling.
(4) Testing. The bulk specific gravity of each cored sample will be measured by the
Engineer in accordance with ASTM D 2726 or D 1188, whichever is applicable.
The percent compaction (density) of each sample will be determined by dividing
the bulk specific gravity of each sublot sample by the average bulk specific
gravity of all laboratory prepared specimens for the lot, as determined in
paragraph 401-5.la(2).
(5) Acceptance. Acceptance of field placed material for mat density will be
determined by the Engineer in accordance with the requirements of paragraph
401-5.2c. Acceptance for joint density will be determined in accordance with the
requirements of paragraph 401-5.2d.
c. Partial Lots - Plant-Produced Material. When operational conditions cause a lot to be
terminated before the specified number of tests have been made for the lot, or when the
Contractor and Engineer agree in writing to allow overages or other minor tonnage
placements to be considered as partial lots, the following procedure will be used to adjust
the lot size and the number of tests for the lot.
The last batch produced where production is unexpectedly halted will be sampled and its
properties shall be considered as representative of the particular sublat from which it was
taken. Where three sublots are produced, they shall constitute a lot. Where one or two
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sublots are produced, they shall be incorporated into the next lot and the total number of
sublots shall be used in the acceptance plan calculation, i.e., n = 5 or n = 6, for example.
d. Partial Lots - Field Placed Material. The lot size for field placed material shall
correspond to that of the plant material, except that in no cases less than (3) cored
samples shall be obtained, i.e., n = 3.
401-5.2 ACCEPTANCE CRITERIA.
a. General. Acceptance will be based on the following characteristics of the bituminous
mixture and completed pavement as well as the implementation of the Contractor's
Quality Control plan and test results:
(1) Stability
(2) Flow
(3) Air voids
(4) Mat density
(5) J oint density
(6) Thickness
(7) Smoothness
(8) Grade
Stability, flow, and air voids will be evaluated for acceptance in accordance with
paragraph 401-5.2b. Mat density will be evaluated for acceptance in accordance with
paragraph 401-5.2c. Joint density will be evaluated for acceptance in accordance with
paragraph 401-5.2d.
Acceptance for mat density and air voids will be based on the criteria contained in
paragraph 401-5.2f(1). Acceptance for stability and flow will be based on the criteria
contained in paragraph 401-5.2f(2). Acceptance for joint density will be based on the
criteria contained in paragraph 401-5f(3). Thickness will be evaluated by the Engineer for
compliance in accordance with paragraph 401-5.2.f(4). Acceptance for smoothness will
be based on the criteria contained in paragraph 401-5.2f(5). Acceptance for grade will be
based on the criteria contained in paragraph 401-5.2f(6).
The Engineer may at any time, not withstanding previous plant acceptance, reject and
require the Contractor to dispose of any batch of bituminous mixture which is rendered
unfit for use due to contamination, segregation, incomplete coating of aggregate, or
improper mix temperature. Such rejection may be based on only visual inspection or
temperature measurements. In the event of such rejection, the Contractor may take a
representative sample of the rejected material in the presence of the Engineer, and if he
can demonstrate in the laboratory, in the presence of the Engineer, that such material was
erroneously rejected, payment will be made for the material at the contract unit price.
b. Stability, Flow, Air Voids. Acceptance of each lot of plant produced material for
stability, flow, and air voids shall be based on the percentage of material within
specification limits (PWL). The PWL plan considers the variability (standard deviation)
of the material and the testing procedures, as well as the average (mean) value of the test
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results. If a material with high variability is produced, the production target must be
adjusted as outlined in paragraph 401-3.2 to achieve a PWL of 90 or more.
c. Mat Density. Acceptance of each lot of in-place pavement for mat density shall be based
on the percentage of material within specification limits (PWL). If a material with high
variability is produced, then a higher target density must be maintained in order to
achieve a PWL of 90 or more.
d. Joint Density. Acceptance of each lot of in-place pavement for joint density shall be
based on the percentage of material within specification limits (PWL). If a material with
high variability is produced, then a higher target density must be maintained in order to
achieve a PWL of 90 or more.
e. Percentage of Material Within Specification Limits (PWL). The percentage of
material within specification limits (PWL) shall be determined in accordance with
procedures specified in Section 110 of the General Provisions. The specification
tolerance limits(L) and (U) are contained in Table 5.
f. Acceptance Criteria.
(1) Mat Density and Air Voids. If the PWL of the lot equals or exceeds 90 percent,
the lot shall be acceptable. If the PWL is less than 90 percent, payment shall be
made in accordance with paragraph 401-8.1a.
(2) Stability and Flow. If the PWL of the lot equals or exceeds 90 percent, the lot
shall be acceptable. If the PWL is less than 90 percent, the Contractor shall
determine the reason and take corrective action. If the PWL is below 80 percent,
the Contractor must stop production and make adjustments to the mix.
(3) Joint Density. If the PWL of the lot equals or exceeds 90 percent, the lot shall
be acceptable. If the PWL is less than 90 percent, the Contractor shall evaluate
the method of compacting joints. If the PWL is below 80 percent, the Contractor
shall stop production until the reason for poor compaction can be determined.
(4) Thickness. Thickness shall be evaluated for compliance by the Engineer to the
requirements shown on the plans. Measurements of thickness shall be made by
the Engineer using the cores extracted for each sublot for density measurement.
(5) Smoothness. The finished surfaces of the pavement shall not vary more than 3/8
inch for the base course or 1/4 inch for the surface course. Each lot shall be
evaluated with a 12-foot (3.6 m) straightedge. The lot size shall be 2000 square
yards (square meters). Measurements will be made perpendicular and parallel to
the centerline at distances not to exceed 50 feet (15.2 m). When more than 15
percent of all measurements within a lot exceed the specified tolerance, the
Contractor shall remove the deficient area and replace with new material.
Sufficient material shall be removed to allow at least one inch of asphalt concrete
to be placed. Skin patching shall not be permitted. High points may be ground
off.
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(6) Grade. The finished surface of the pavement shall not vary from the gradeline
elevations and cross sections shown on the plans by more than 1/2 inch (12.70
mm). The finished grade of each lot will be determined by running levels at
intervals of 50 feet (15.2 m) or less longitudinally and transversely to determine
the elevation of the completed pavement. The lot size shall be 2000 square yards
(square meters). When more than 15 percent of all the measurements within a lot
are outside the specified tolerance, the Contractor shall remove the deficient area
V and replace with new material. Sufficient material shall be removed to allow at
least one inch of asphalt concrete to be placed. Skin patching for correcting low
areas shall not be permitted. High points may be ground off.
g. Outliers. All individual tests for mat density and air voids shall be checked for
outliers (test criterion) in accordance with ASTM E 178, at a significance level of 5
percent.' Outliers shall be discarded, and the PWL shall be determined using the
remaining test values.
TABLE 5. ACCEPTANCE LIMITS STABILITY, FLAW,AIR VOIDS, DENSITY
Test Property Pavements Designed for Aircraft Gross Weights of 60,000 Lbs. or More
or Tire Pressure Greater than 100 Psi
Number of Blows: 75
Specification Tolerance
E L U
Stability, minimum
pounds 1800 —
Flow,0.01-inch 8 16
9
Air voids total
mix(percent) 2.0 5.0
Density, percent 96.3 —
Joint density
(percent) 93.3 —
401-5.3 RESAMPLING PAVEMENT.
a. General. Resampling of a lot of pavement for mat density will be allowed if the
Contractor requests, in writing, within 48 hours after receiving the written test results
from the Engineer. A retest will consist of all the sampling and testing procedures
contained in paragraphs 401-5.1b and 401-5.2c. Only one resampling per lot will be
permitted.
1
di
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(1) A redefined PWL shall be calculated for the resampled lot. The number of tests
used to calculate the redefined PWL shall include the initial tests made for that
lot plus the retests.
(2) The cost for resampling and retesting shall be borne by the Contractor.
b. Payment for Resampled Lots. The redefined PWL for a resampled lot shall be used to
calculate the payment for that lot in accordance with Table 6.
c. Outliers. If the tests within a lot include a very large or a very small value which
appears to be outside the normal limits of variation, check for an outlier in accordance
with ASTM E 178, at a significance level of 5 percent, to determine if this value should
be discarded when computing the PWL.
401-5.4 LEVELING COURSE. Any course used for truing and leveling shall meet the requirements of
paragraph 401-3.2 and 5.2b, but shall not be subject to the density requirements of paragraph 401-5.2c
and d. The leveling course shall be compacted with the same effort used to achieve density of the test
section. The truing and leveling course shall not exceed a nominal thickness of 1-1/2 inches (37.5 mm).
CONTRACTOR QUALITY CONTROL
401-6.1 GENERAL. The Contractor shall develop a Quality Control Program in accordance with
Section 100 of the General Provisions. The program shall address all elements which effect the quality of
the pavement including, but not limited to:
8. Mix Design
b. Aggregate Grading
c. Quality of Materials
d. Stockpile Management
e. Proportioning
f. Mixing and Transportation
g. Placing and Finishing
h. Joints
I. Compaction
j. Surface smoothness
401-6.2 TESTING LABORATORY. The Contractor shall provide a fully equipped asphalt laboratory
located at the plant or job site. It shall be available for joint use by the Contractor for quality control
testing and by the Engineer for acceptance testing and must have adequate equipment for the performance
of the tests required by these specifications. The Engineer shall have priority in use of the equipment
necessary for acceptance testing.
The effective working area of the laboratory shall be a minimum of 150 square feet (14 square meters)
with a ceiling height of not less than 7.5 feet (2.3 meters). Lighting shall be adequate to illuminate all
working areas. It shall be equipped with heating and air conditioning units to maintain a temperature of
70 degrees F + 5 degrees (21 degrees C + 2.3 degrees C).
Laboratory facilities shall be kept clean and all equipment shall be maintained in proper working
condition. The Engineer shall be permitted unrestricted access to inspect the Contractor's laboratory
facility and witness quality control activities. The Engineer will advise the Contractor in writing of any
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noted deficiencies concerning the laboratory facility, equipment, supplies, or testing personnel and
procedures. When the deficiencies are serious enough to be adversely affecting test results, the
incorporation of the materials into the work shall be suspended immediately and will not be permitted to
resume until the deficiencies are satisfactorily corrected.
401-6.3 QUALITY CONTROL TESTING. The Contractor shall perform all quality control tests
necessary to control the production and construction processes applicable to these specifications and as
set forth in the Quality Control Program. The testing program shall include, but not necessarily limited
to, tests for the control of asphalt content, aggregate gradation, temperatures, aggregate moisture, field
compaction, and surface smoothness. A Quality Control Testing Plan shall be developed as part of the
Quality Control Program.
a. Asphalt Content. A minimum of two extraction tests shall be performed per lot in
accordance with ASTM D 2172 or ASTM 6307 for determination of asphalt content.
The weight of ash portion of the extraction test, as described in ASTM D 2172, shall be
determined as part of the first extraction test performed at the beginning of plant
production; and as part of every tenth extraction test performed thereafter, for the
duration of plant production. The last weight of ash value obtained shall be used in the
calculation of the asphalt content for the mixture.
The use of the nuclear method for determining asphalt content in accordance with ASTM
D 4125 is permitted, provided that it is calibrated for the specific mix being used.
b. Gradation. Aggregate gradations shall be determined a minimum of twice per lot from
mechanical analysis of extracted aggregate in accordance with AASHTO T 30 and
ASTM C 136 (Dry Sieve). When asphalt content is determined by the nuclear method,
aggregate gradation shall be determined from hot bin samples on batch plants, or from
the cold feed on drum mix or continuous mix plants, and tested in accordance with
ASTM C 136 (dry sieve) using actual batch weights to determine the combined aggregate
gradation of the mixture.
c. Moisture Content of Aggregate. The moisture content of aggregate used for production
shall be determined a minimum of once per lot in accordance with ASTM C 566.
d. Moisture Content of Mixture. The moisture content of the mixture shall be determined
once per lot in accordance with ASTM D 1461.
e. Temperatures. Temperatures shall be checked, at least four times per lot, at necessary
locations to determine the temperatures of the dryer, the bitumen in the storage tank, the
mixture at the plant, and the mixture at the job site.
f. In-Place Density Monitoring. The Contractor shall conduct any necessary testing to
ensure that the specified density is being achieved. A nuclear gauge may be used to
monitor the pavement density in accordance with ASTM D 2950.
g. Additional Testing. Any additional testing that the Contractor deems necessary to
control the process may be performed at the Contractor's option.
h. Monitoring. The Engineer reserves the right to monitor any or all of the above testing.
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401-6.4 SAMPLING. When directed by the Engineer, the Contractor shall sample and test any material
which appears inconsistent with similar material being sampled, unless such material is voluntarily
removed and replaced or deficiencies corrected by the Contractor. All sampling shall be in accordance
with standard procedures specified.
401-6.5 CONTROL CHARTS. The Contractor shall maintain linear control charts both for individual
measurements and range (i.e., difference between highest and lowest measurements) for aggregate
gradation and asphalt content.
Control charts shall be posted in a location satisfactory to the Engineer and shall be kept current. As a
minimum, the control charts shall identify the project number, the contract item number, the test number,
each test parameter, the Action and Suspension Limits applicable to each test parameter, and the
Contractor's test results. The Contractor shall use the control charts as part of a process control system for
identifying potential problems and assignable causes before they occur. If the Contractor's projected data
during production indicates a problem and the Contractor is not taking satisfactory corrective action, the
Engineer may suspend production or acceptance of the material.
a. Individual Measurements. Control charts for individual measurements shall be
established to maintain process control within tolerance for aggregate gradation and
asphalt content. The control charts shall use the job mix formula target values as
indicators of central tendency for the following test parameters with associated Action
and Suspension Limits:
CONTROL CHART LIMITS FOR INDIVIDUAL MEASUREMENTS
Sieve
3/4 inch (19.0 mm)
~ inch (12.5 mm)
3/8 inch (9.5 mm)
No.4 (4.75 rom)
No. 16 (1.18 mm)
No. 50 (0.30 mm)
No. 200 (0.075 mm)
Asphalt Content
Action Limit
0%
+/-6%
6%
+/-6%
+/-5%
+/-13%
+/-2%
+/-0.45%
Suspension Limit
0%
+/-9%
+/-9%
+/-9%
+/-7.5%
+/-4.5%
+/-3%
+/-0.70%
b. Range. Control charts for range shall be established to control process variability for the
test parameters and Suspension Limits listed below. The range shall be computed for
each lot as the difference between the two test results for each control parameter. The
Suspension Limits specified below are based on a sample size of n = 2. Should the
Contractor elect to perform more than two tests per lot, the Suspension Limits shall be
adjusted by multiplying the Suspension Limit by 1.18 for n = 3 and by 1.27 for n = 4.
CONTROL CHART LIMITS BASED ON RANGE
(Based on n = 2)
Sieve
~ inch (12.5 mm)
3/8 inch (9.5 mm)
No.4 (4.75 rom)
Suspension Limit
11 percent
11 percent
11 percent
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I
INo. 16(1.18 mm) 9 percent
No. 50(0.30 mm) 6 percent
No. 200(0.075 mm) 3.5 percent
I
Asphalt Content 0.8 percent
c. Corrective Action. The Quality Control Plan shall indicate that appropriate action shall
be taken when the process is believed to be out of tolerance. The Plan shall contain sets
of rules to gauge when a process is out of control and detail what action will be taken to
bring the process into control. As a minimum, a process shall be deemed out of control
Iand production stopped and corrective action taken, if:
(1) One point falls outside the Suspension Limit line for individual measurements or
Irange; or
(2) Two points in a row fall outside the Action Limit line for
Iindividual measurements.
METHOD OF MEASUREMENT
I401-7.1 MEASUREMENT. Plant mix bituminous concrete pavement shall be measured by the number
of square yard of bituminous mixture used in the accepted work.
IBASIS OF PAYMENT
408-8.1 PAYMENT. Payment for an accepted lot of bituminous concrete pavement shall be made at the
I contract unit price per square yard for bituminous mixture and bituminous material adjusted according to
paragraph 401-8.la, subject to the limitation that:
I The total project payment for plant mix bituminous concrete pavement shall not exceed 100
percent of the product of the contract unit price and the number of square yard of
bituminous mixture and 100 percent of the product of the contract unit price and the
I number of square yard of bituminous material used in the accepted work (See Note 2 under
Table,,6).
The price shall be compensation for furnishing all materials, for all preparation, mixing, and placing of
these materials, and for all labor,equipment,tools,and incidentals necessary to complete the item.
a. Basis of Adjusted Payment. The pay factor for each individual lot shall be
I calculated in accordance with Table 6. A pay factor shall be calculated for both mat
density and air voids. The lot pay factor shall be the higher of the two values when
calculations for both mat density and air voids are 100 percent or higher. The lot
41 pay factor shall be the product of the two values when only one of the calculations
r1i for either mat density or air voids is 100 percent or higher. The lot pay factor shall
Be the lower of the two values when calculations for both mat density and air voids
I are less than 100 percent. 'I he lot pay factor shall apply to both the bituminous
mixture and the bituminous material.
I
Key West International Airport February 2008
P-101-19 Runway Safety Area Improvements
I
Table 6 - Price Adjustment Schedule'
Percentage of Material Within Percent of Contract Unit Price
the Specification Limit(PWL) to be Paid
96 - 100 106
90 - 95 PWL+ 10
75 - 89 0.5 PWL+55
55 - 74 1.4PWL- 12
Below 55 Reject
' Although it s theoretically possible to achieve a pay factor of 106 percent for each lot,
actual payment above 100 percent shall be subject to the total project payment limitation
specified in paragraph 401-8.1.
2 The lot shall be removed and replaced. However, the Engineer may decide to allow the
rejected lot to remain. In that case, if the Engineer and Contractor agree in writing, that
the lot shall not be removed, it shall be paid for at 50 percent of the contract price and the
total project payment limitation shall be reduced by the amount withheld for the rejected
lot.
For each lot accepted, the adjusted contract unit price shall be the product of the lot pay factor for
the lot and the contract unit price. Payment shall be subject to the total project payment limitation
specified in paragraph 401-8.1. Payment in excess of 100 percent for accepted lots of bituminous
concrete pavement shall be used to offset payment for accepted lots of bituminous concrete
pavement that achieve a lot pay factor less than 100 percent.
b. Payment. Payment will be made under:
Item P-401-8.1 2" Bituminous Concrete Surf,aceSourse (3/4" Maximum
Aggregate) -- per square yard
a
TESTING REQUIREMENTS
I
ASTM C 29 Unit Weight of Aggregate
ASTM C 88 Soundness of Aggregates by Use of Sodium Sulfate or Magnesium Sulfate
ASTM C 117 Test Method for Materials Finer than 75-urn (No.200) Sieve in Mineral
Aggregates by Washing
1111 ASTM C 131 Resistance to Abrasion of Small Size Coarse Aggregate by Use of the Los
Angeles Machine
_1;1;
Key West International Airport February 2008
P-401-20 Runway Safety Area Improvements
ASTM C 136
ASTM C 183
ASTM C 566
ASTM D 75
ASTM D 995
ASTM D 118
ASTM D 1461
ASTM D 1559
ASTM D 2041
ASTM D 2172
ASTM D 2419
ASTM D 2489
ASTM D 2726
ASTM D 3203
ASTM D 2950
ASTM D 3665
ASTM D 3666
ASTM D 4125
ASTM D 4318
ASTM D 4791
ASTM D 4867
ASTME 178
AASHTO T 30
Sieve or Screen Analysis of Fine and Coarse Aggregates
Sampling Hydraulic Cement
Total Moisture Content of Aggregate by Drying
Sampling Aggregates
Requirements for Mixing Plants for Hot-Mixed Hot-Laid Bituminous Paving
Mixtures
Bulk Specific Gravity of Compacted Bituminous Mixtures Using Paraffin-Coated
Specimens
Moisture or Volatile Distillates in Bituminous Paving Mixtures
Resistance to Plastic Flow of Bituminous Mixtures Using Marshall Apparatus
Theoretical Maximum Specific Gravity and Density of Bituminous Paving
Mixtures
Quantitative Extraction of Bitumen from Bituminous Paving Mixtures
Sand Equivalent Value of Soils and Fine Aggregate
Degree of Particle Coating of Bituminous-Aggregate Mixtures
Bulk Specific Gravity of Compacted Bituminous Mixtures Using Saturated
Surface-Dry Specimens
Percent Air Voids in Compacted Dense and Open Bituminous Paving Mixtures
Density of Bituminous Concrete in Place by Nuclear Method
Random Sampling of Paving Materials
Inspection and Testing Agencies for Bituminous Paving Materials
Asphalt Content of Bituminous Mixtures by the Nuclear Method
Liquid Limit, Plastic Limit, and Plasticity Index of Soils
Flat or Elongated Particles in Coarse Aggregate
Effect of Moisture on Asphalt Concrete Paving Mixtures
Practice for Dealing With Outlying Observations
Mechanical Analysis of Extracted Aggregate
P-401-21
February 2008
Runway Safety Area Improvements
Key West International Airport
The Asphalt Institute's
Manual No.2 (MS-2)
The Asphalt Institute's
Manual No. 20 (MS-20)
ASTM D 242
ASTM D 946
ASTM D 3381
ASTM D 4552
Mix Design Methods for Asphalt Concrete
Hot-Mix Recycling
MA TERIAL REQUIREMENTS
Mineral Filler for Bituminous Paving Mixtures
Asphalt Cement for Use in Pavement Construction
Viscosity-Graded Asphalt Cement for Use in Pavement Construction
Classifying Hot-Mix Recycling Agents
END OF ITEM P-401
Key West International Airport
P-401-22
February 2008
Runway Safety Area Improvements
ITEM P-555
EMAS BED INSTALLATION
DESCRIPTION
555-1.0 This item shall consist of the installation of an Engineered Material Arresting Systems (EMAS)
in accordance with these specifications, manufacturers' requirements and the contract drawings, at the
locations and of the form and dimensions shown on the plans. In accordance with the Statement of Work,
this item shall include all labor, local trucking delivery and installation materials for the EMAS, including
but not limited to: asphalt adhesive with additive, and conventional forklifts. This item specifically
excludes airport-supplied equipment (EMAS BLOCKS, debris deflector with anchors, joint sealing filler,
side coating and side vents).
MA TERIALS
555-2.0 SPECIFICATIONS. The EMAS materials shall be manufactured in compliance with FAA
Advisory Circular 150/5220-22. Additionally, the following materials will conform to the requirements of
the following specifications:
Materials
FAA Specification
Asphalt Adhesive (AC- 20 or approved PO equal)
P-603
555-2.1 SUBMITTALS. The contractor shall submit the following shop drawings:
Asphalt Adhesive (25% mixture of Crackmaster DL Additive from Sealmaster Industries or ESCO
approved equal)
555-2.2MATERIAL ACCEPTANCE. Prior to the use of materials, the Contractor shall submit
certified test reports to the Engineer for the materials used in the EMAS. The EMAS bed shall not be
accepted until the following installation tolerances are met:
Dimension
Lower Tolerance
Upper Tolerance
Width of Bed
Length of Bed
Height of Bed
-0.1 %
-0.1 %
-.25 inch
+1 %
+1 %
+ 0.75 inch
CONSTRUCTION METHODS
555-3.0 WEATHER LIMIT A TIONS. The surface temperature of the pavement must be dry and above
40 degrees F before EMAS block installation may begin. Surface temperatures for chevron marking of
the EMAS bed must be 45 degrees F and rising.
Key West International Airport
P-555-1
March 2008
Runway Safety Area Improvements
555-4.0 STATEMENT OF WORK FOR LABOR, EQUIPMENT AND MATERIALS.
INSTALLATION OF AN ENGINEERED MATERIAL ARRESTING SYSTEM (EMAS)
USING JET BLAST RESISTANT (JBR) BLOCKS
AT KEY WEST INTERNATIONAL AIRPORT
RUNWAY 9 DEPARTURE END
555-4.1 WORK SUMMARY FOR RUNWAY 9 DEPARTURE END. The EMAS bed installation for
Key West International Airport runway 9 departure end involves the receiving and placing of 2,520 pre-
cast cellular concrete blocks into a bed with dimensions of approximately 121 feet wide by 340 feet long
(30 blocks wide x 84 blocks long). The blocks are nominally 4-ft. wide x 4-ft. long x 6 7/8-in. up to 26
7/8 inches in height. Approximately 4% more blocks than necessary will be shipped to adjust for blocks
damaged during shipping and installation. Pallets, extra mate~ial, and extra block will be repackaged for
transport back to ESCO. EMAS blocks are shipped stacked on pallets. The largest pallet of stacked
blocks is nominally 4-ft. x 4-ft. x 77-in. and weighs approximately 2,000 lbs. Receiving the 53' trailers
containing the pallets of blocks will start one to two weeks prior to beginning the installation and will
continue during block installation. Installation of the blocks can commence when approximately 20% of
the EMAS blocks have been received or the trailer storage area provided by the Airport has reached
maximum capacity. It is estimated that delivery of the blocks and other related installation material
requires about 35 trailers.
Dates for access to the work site and EMAS block installation will be set by the airport's contract bidding
documents. It is anticipated that _8_-hour shift will be required on a daily basis, excluding
Saturdays and Sundays, until the job is completed (estimated to be 18 workdays). An inactive runway is
the expected operating condition for construction. It is expected the CONTRACTOR will make
appropriate adjustments to the labor and material requirement in order to meet this schedule. In the
following labor breakdown estimate, an 8-hour nighttime shift is assumed, with some arrangements for an
early start for the asphalt cement melting kettle warm-up operation. Utilizing one block installation crew
(16 people), normally 240-300 EMAS blocks can be installed per shift except for a planned first day
quota of 60 blocks, second day quota of 120 blocks, and all subsequent days having a daily expected
installation of 300 blocks.
Because training and familiarization with the EMAS block placement is crucial to correct installation,
CONTRACTOR will be required to revert to 60 blocks per shift quotas without additional com{Jensation
after any significant crew changes. Specifically, if a new crew, in whole or in part, is put in place after
initial start-up, the ESCO field representative has the unilateral authority to reduce the daily installation
quota to insure training is accomplished. That decision will be based upon the magnitude of the crew
change and the contractor's demonstrated performance. Additionally, the ESCO field representative shall
have the authority to reject and have removed from the crew any contractor representative who is unable
to provide and maintain quality workmanship in the assigned tasks.
All EMAS joint taping must be installed to a High Quality Standard with minimum overlapping of
joints. The specialty joint sealing tape is a silicone extrusion. This tape has fair workability, must not be
stretched, and requires a careful installer. Prior to any blocks being readied for placement the
CONTRACTOR shall be required to demonstrate their ability to apply and finish the tape in a manner
acceptable to ESCO. In addition to sealing the joints to prevent moisture intrusion, the finished taped
joint must be aesthetically pleasing, i.e. look good. In order to help achieve the desired result ESCO will
provide 2 hours of training in EMAS block joint sealing. This project includes approximately 13,500
linear feet of taped joints with a requirement for about 2,400 linear feet per 8-hour shift once the job is
underway. Full and careful consideration of Contractor personnel assigned to this taping work is
Key West International Airport
P-555-2
March 2008
Runway Safety Area Improvements
encouraged, as experience has shown workmen not fully experienced in taping usually do not meet
ESCO's quality or workmanship standards thus leading to job delays and rework. Additionally, ESCO's
experience has shown that this taping effort will be the task which paces the job, as it is required that all
blocks installed during a work shift have a backer rod installed and the joints taped by the end of the shift.
The entire thrust of these requirements is to attain and maintain a very high level of placement
competence and quality of installation.
If night work is required the CONTRACTOR shall provide adequate portable lighting for use at the work
site before dawn and after dusk. For EMAS installation and finishing work an adequate number of large,
four-bulb light plants is minimally six.
Before any shut-down of contract operations, all equipment and materials used at the work site shall be
moved by the CONTRACTOR to the designated contractor staging area, to assure safe aircraft operations
between contractors' work shifts.
Initial receiving operations at the staging area can be at any time allowed by the airport until installation
commences. Upon commencement of block installation receiving operations would be expanded to
include access control, which must be coordinated with the work periods at the work site.
The CONTRACTOR is responsible for setting up the staging area and providing access control, a
dumpster, all trash collection and rubbish removal, portable lavatory, and all other requirements for the
duration of this project. Control of Foreign Object Damage (FOD) construction materials (block
packaging materials, paper wrappers, etc. that are used during the installation of the EMAS is always of
concern to an airpolt and must be controlled. It will be necessary for the CONTRACTOR to provide
covered containers to hold all construction debris and refuse in at the worksite and/or airport property. At
least 60% of all workers assigned to this project must be direct employees of the CONTRACTOR.
The sequence for installation of the EMAS will be as follows:
. Installation of jet blast debris deflector
. Mark-out of installation grid (centerline, sidelines, rear edge line, and every block comer with a ~rid
system)
. Installation of the EMAS blocks including
}> Installation of polycarbonate angle material along perimeter
}> Installation of high and low perimeter block vents (sides and back of bed)
}> Install silicone tape over joints
}> Install Silicone side coating in 50' intervals
. Complete any "punch-list" work
. Site clean-up and demobilization
Specific works are as detailed on the following pages. Note: where this Statement of Work conflicts with
the contract drawings, the contract drawings shall govern.
555-4.2 RECEIVING AND LAYOUT FOR RUNWAY 9 DEPARTURE END. The owner, at a
staging area designated at the Airport, will receive the trailers containing pre-cast EMAS blocks. This
area will be in close proximity to the work site. "Receiving duties" are generally limited to
acknowledging the trailer delivery by signing the trucker's delivery ticket and escorting the trucker to and
from the drop-off point. Prior to the start of block installation, most or all of the EMAS blocks will arrive
at the airport. Once installation is underway, the delivery of blocks may continue.
Key West International Airport
P-555-3
March 2008
Runway Safety Area Improvements
Blocks will be shipped in 53-foot air-ride suspension trailers. Blocks shipped in advance of installation
will be stored at the staging area and will be left secured in the trailers. Blocks will continue to be shipped
and received at the staging area during the installation program. The EMAS blocks are shipped stretch-
wrapped on 4-ft. (1.219m) x 4-ft. (1.219m) pallets.
NOTE: The paved surface upon which the EMAS blocks are to be placed must be in compliance to the
grade and smoothness requirements of FAA Paving Specification P-401 prior to the block grid layout or
placement of any EMAS blocks.
Careful layout of extended runway centerline, sides and back edges of the bed rows and steps shall be
augmented by field marking one comer alignment point for each of the 2,520 blocks. Because the blocks
are not designed to be altered in the field, the field marking for block comers will be crucial for correct
block placement, while edge layout lines will provide side and back block placement guidance. A
surveyor, licensed in the state in which the EMAS is being installed, shall establish the control points for
field layout marking lines. These control points shall establish the extended runway centerline through
the EMAS, EMAS bed perimeter, and interim points both perpendicular and parallel to runway centerline
within the confines of the EMAS bed on a 20.25 ft. x 20.25 ft. grid pattern within a tolerance of +1- 1/8
inch. The entire grid layout must be completely installed and accepted bv ESCO before any blocks are
installed. NOTE: Prior to establishing points perpendicular to runway centerline, check with ESCO to
ensure the debris deflector has been satisfactorily installed and accepted since these points will use the
back of the deflector beam as a reference base. Generally, hung string lines will not survive the hot
asphalt cement, vehicle and foot traffic associated with the installation process, so the CONTRACTOR
should plan on using a more durable marking system. Experience has shown that a white, painted 1/8"
string line grid on the pavement with block heights painted in each box appears to be the simplest and
most effective method. A walk behind spray paint unit is recommended and works best in windy
conditions. It is very important to note that Jet Blast Resistant coated EMAS blocks cannot be altered for
field adjustments of block height, width or length.
LAYOUT LABOR FOR RUNWAY 9 DEPARTURE END
Total Men
Days
Area
2-3
Survey Crew
3
EMAS site
LAYOUT EQUIPMENT FOR RUNWAY 9 DEPARTURE END
. Horizontal Survey Equipment with 1/8-inch (plus or minus) accuracy over the area occupied by the
EMAS Bed.
. Surveyor's choice of waterproof and durable grid marking devices.
555-4.3 INSTALLATION PHASE FOR RUNWAY 9 DEPARTURE END. The air-ride trailers
containing EMAS blocks will be received in the staging area. The CONTRACTOR will be responsible
for moving trailers to the EMAS installation site, as they are needed. The EMAS trailers will be parked at
a location designated by the airport. The EMAS blocks and material will be unloaded from the trailers
using a pallet jack and forklift. Great care must be taken when off-loading the EMAS blocks to prevent
Key West International Airport
P-555-4
March 2008
Runway Safety Area Improvements
damage and any foot traffic atop the installed blocks must be minimized. Anyone walking on the bed
must have soft-soled shoes with no sharp heels (Sneakers or flat soled boots preferred).
The jet blast debris deflector supplied by ESCO must be installed before the block layout grid is started
and before any blocks are installed in order to protect the runway side of the blocks. The primary task
involved in the installation of the two-piece Debris Deflector sections will be drilling about 220 each
11/16" diameter x 5" deep holes in the concrete Anchor Beam and the installation of grout-in-place
threaded anchors into those holes. After the anchors are installed, the aluminum Debris Deflector
sections are set into position by hand and secured with 3/8" size hex head bolts threaded into the concrete
anchors. Due to its frangible nature, people must avoid stepping on the deflector. The deflector comes
pre-marked with "NO STEP".
Stretch wrap, plastic padding, and cardboard comer protectors (packing material) used to protect the
blocks during transit will be removed and collected at the work site and properly disposed of off-site.
While at the installation site, care must be taken to ensure that all such packing material is collected and
stored in
covered containers to mitigate Foreign Object Damage (FOD). The cardboard spacers shipped between
the blocks need to be collected, stacked and banded for return shipment to ESCO. Empty pallets will also
be packaged in this manner for return shipment. Blocks less than 6 inches in height may be placed into
position by hand or mechanically with the fork truck. These lower height blocks have a maximum weight
of 200 pounds but because of their size require four people to lift (one person per block comer). Blocks
greater than 6 inches in height will then be placed into position using one of the four (4) Contractor
Supplied forklifts. Bach block will be pushed into its final position as marked on the pavement grid either
by hand or using a forklift with a push plate to minimize joint spaces. The push plate adapts to standard
forks and one push plate will be supplied by ESCO.
NOTE: All blocks have a particular orientation when installed. The backside of the block (the side away
from the debris deflector) has the nominal height of the block, in inches, marked on that side. The forklift
operator should always be facing the side of the block when picking up the block for placement. The
block side with the serial (or batch) number faces the runway. The forklift slot in the tray shall be
oriented when the block is placed so that it is perpendicular to the runway centerline.
Immediately prior to actually placing blocks into position, a hot asphalt cement AC-20 augmented with
a crack sealing additive (25% by volume) shall be applied to 100% of the area where the block will be
placed at a rate of at least 1.75 to 2.0 gallons per block and a temperature ranging from 3500p to 375Op.
The hot asphalt cement/crack sealer coating is the bond or anchor device between the overrun surface and
the EMAS blocks. The asphalt cement, while still hot, acts as a lubricant between the block and the
existing pavement so that blocks will slide easily into their final position when pushed. ESCO's
experience has shown that the total elapsed time from when the hot asphalt cement is placed to when the
block must be in its final position is approximately 15 to 25 seconds, depending upon ambient
temperatures. After that time, the asphalt cement will have cooled sufficiently to bond the block to the
pavement and it will not slide easily. If this occurs before the block is in the correct position, the block
will have to be removed and replaced with a new block, as an adhered block cannot be removed without
being destroyed.
Block spacers, loaned by ESCO, are inserted between the blocks during the block placement process in
order to provide a positive control on the gaps between the blocks while the hot asphalt cement is cooling
and to simplify the process of block alignment. Once the hot asphalt cement is set, individual spacers are
removed and reused.
Key West International Airport
P-555-5
March 2008
Runway Safety Area Improvements
As the frrst row of blocks next to the anchor beam is completed, the appropriate size backer rod is inserted
into the joint between the blocks at a depth of approximately S/8-inch from the top of the block, and then
caulked. (Note: only the front of the first row is caulked with the Debris Deflector. All remaining block
rows are taped). It is a requirement that all installed blocks be taped by the end of the work shift. For
every vertical side and back row joint between blocks, high and low vents will be installed in the step
riser before the block installation any additional rows.
Next, a specialty coating of extruded silicone will be adhered to all veltical sides of the completed bed
along with 2 inches of overlap onto adjoining horizontal block surfaces. Due to the fact that the extruded
silicone in supplied in roll lengths of 50', it will be required by the Contractor to install the side coating
once 13 rows (approx. 53') of installed blocks have been accumulated. This shall take place prior to the
end of the shift.
Lastly, the empty pallets are neatly stacked, banded and loaded back onto trailers by the CONTRACTOR
for shipment back to the EMAS production facility. Note that some blocks will be damaged during
transport, off-loading and installation. The CONTRACTOR must exercise care to minimize these losses
for blocks under his care. The CONTRACTOR is responsible for removal of and disposal of any
damaged block material. Extra pallets of good blocks left over at completion of installation will be
stacked, comer-protected, plastic-wrapped, and re-Ioaded onto trucks by the CONTRACTOR and
transported back to ESCO.
555-4.4 INST ALLA TION LABOR FOR RUNWAY 9 DEPARTURE END
Total Person Installation Area Responsibility
Men Days
1 Foreman 18 Work Site Coordination and Supervision
Work Site & Transport Blocks and Materials tal
1 Truck Driver 18 Staging Area from Staging Area and Installation
Site
4 Forklift Operators 18 Work Site 2-Unload truck/push blocks and 2-
handle blocks with clampers
Operate Pallet jack during truck
loading and unloading, Remove and
dispose of shrink wrap, collect and
4 Laborers 18 Work Site dispose of padding between blocks,
Install debris deflector, apply hot
tar, Install block, vents, paint
pavement.
6 Caulkersffapers 18 Work Site Install backer rod, tape, caulk and
side coating
Key West International Airport
P-555-6
March 2008
Runway Safety Area Improvements
555-4.5 INSTALLATION EQUIPMENT FOR RUNWAY 9 DEPARTURE END
Total Equipnlent Installation Area
Equipment Days
4 *5000# Pneumatic Tire Forklift 18 Work Site
1 Push Plate (ESCO supplied) 18 Work Site
1 Tractor to move trailers to work site 20 Work Site &
Staging Area
2 **Pallet jacks 20 Work site
1 Tar Kettle with buckets or pump and hose 16 Work Site
6 Light plants with fuel 18 Work Site
1 40 ell yd dumpster (covered) for damaged blocks 17 Work Site
and trash
As required Caulk application equipment 18 Work Site
As required Debris Deflector installation tools 4 Work Site
*
**
All forklifts must have lateral load shift capability.
Pallet jacks shall meet ESCO specifications.
Note: To the maximum extent practical, all equipment should be on site at the start of the installation
phase to insure that it will be available when needed.
555-4.6 INST ALLA TION MATERIALS FOR RUNWAY 9 DEPARTURE END
Contractor supplied materials
Material
AC20 25% mixture of CrackMaster DL additive from
Sealmaster Industries
P.O.Box 2277
Sandusky, Ohio 44780
1 800-395-7325
Quantity
5000 gallons
(Approx. 2.0 gallblock plus
wastage)
Key West International Airport
P-555-7
March 2008
Runway Safety Area Improvements
555-4.7 ESCO supplied materials
Material Quantity
Side Vents Approx. 300
Jet Blast Debris Deflectors 17 Each
Jet Blast Debris Deflector Anchors 180 anchors
Immerseal Silicone Extrusion,
ISEIOOO-999-SPC Total of 2,200 linear feet
Sealex, Inc. 2,200 If. - 10"
8850 Moeller Drive o If. - 13"
Harbor Springs, MI49740
231-348-5020
Silicone Adhesive Sealant Material
#ISA-300-200, Color Match # CM307B
Sealex, Inc. 1,200 Tubes
8850 Moeller Drive
Harbor Springs, MI49740
231-348-5020
Immerseal Silicone Extrusion,
ISE 1 0OO-999-SPC
Sealex, Inc. Total of 13,800 linear feet
8850 Moeller Drive 2.0"x3mm 92 rolls
Harbor Springs, MI49740
231-348-5020
Sealant, Urethane
Non-Self-Leveling Caulk, CX-22 48 cartridges
Chemrex, Inc.
ASe Division (10.1 oz size)
Shakopee, MN 55379
(800) 243-6739
IMPORTANT NOTE:
A more detailed 3-page list of installation materials and equipment is included at the end of this
document. This list includes all of the supplies required of the contractor as well as the material and
equipment to be provided by ESCO. If there are any questions regarding this information please contact
ESCO Director of Project Engineering and Standards, Dan Edwards, P.E., at 856-241-8620 ext. 470 or
dedwards @esco.zodiac.com.
Key West International Airport
P-555-8
March 2008
Runway Safety Area Improvements
555-4.8 SUGGESTED CONSTRUCTION SCHEDULE FOR RUNWAY 9 DEPARTURE END
DAYS
ACTIVITIES
1 - 3
Surveyors check deflector beam. Laborers install debris deflector.
3 - 5
Surveyors establish grid layout points. Laborers start marking grid.
5
Train Tapers & Forklift Operators
6 - 17
Install blocks, backer rod, tape, extruded silicone, side vents, and caulk
18-20
InspectionlPunch list, layout and clean-up
555-5.0 QUALITY CONTROL. Contractor must place and finish the EMAS bed under the guidance of
the EMAS manufacturer's technical support, following the EMAS manufacturer's Statement of Work and
Quality Control Plan as approved by the Engineer.
METHOD OF MEASUREMENT
555-6.0 Measurement shall be per installed bed. No measurements or other allowances shall be made for
placement, or joint sealing of the EMAS blocks.
BASIS OF PAYMENT
555-7.0 Payment shall be made at the contract unit price per lump sum. This price shall be full
compensation for installation of the supplied EMAS blocks and for all labor, equipment, tools, and
incidentals necessary to complete the installation of the EMAS blocks. In the event that a portion of the
EMAS bed is installed during the processing of a payment application, the Engineer will use percentage
of completion to determine partial payment. For intermediate payments, completion shall exclude side
coating but must include acceptable block placement with vents and caulked joints.
Payment will be made under:
Item P-555-7.1 EMAS Bed Installation-per lump sum
MA TERIAL REQUIREMENTS
ASTM D 946
Asphalt Cement for Use in Pavement Construction
END OF ITEM P-555
Key West International Airport
P-555-9
March 2008
Runway Safety Area Improvements
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15 16
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1 1
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500011-1 150 ea 160 ea
500011-2 150 ea. 160 ea
580036-1 150 ea. 160 ea
580041-1 150 ea. 160 ea
580040-2 75 ea. 80 ea.
880041-2 75 ea. 80 ea.
580062-2 18 ea. 25 ea.
880041-3 18 ea. 25 ea.
580041-4 150 each 160 each
880041-5 75 each 80 each
800027-1
800027 -2
800027 -3
800027 -4 1100 LF 1100 LF
800027 -5 600 LF 600 LF
500024-4
800024-2
880034-1
500028-11 120 120
500028-1 100 100
800028-2 100 100
500028-3 20
800028-10 120 120
500028-4 160 180
500028-5 120 120
500028-6 20
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INSTAllATION TOOLS, SUPPLIES AND EQUIPMENT
INSTAllATION EQUIPMENT
S80030-1 Asphalt, Hot, Field (AC-20 or AC-30) 3780 gals Yes
S80059-1 Insertion Tool, Backer Rod 6 Yes
! S80059-2 Set, Wheel Replacement, Insertion Tool 6 Yes
S80061-1 Tape, Painters' Masking, 14 day (60 yard roll) 50 Yes
SOO011-3 Anchor Setting Tools (Hilti) Yes 30
~
SOO014-1 Adhesive, Spray Cans, Super 77
SOO023-1 Block Spacer, 1/4" thick, 46.5" lonq Yes 6
SOO023-2 Block Spacer, 3/8" thick, 46.511 long Yes 4
SOO023-3 Block Spacer, 1/2" thick, 46.5" long Yes 2
S 00023-4 Block Spacer, 1/4" thick, 94" long Yes 1
SOO023-5 Block Spacer, 3/8" thick, 94" long Yes 1
SOO023-6 Block Spacer, 1/211 thick, 9411 lonq Yes 1
SOO035-1 Foam Sealant, Filler, Spray Can I I Yes 12 cans
SOO043-3 Stretch Wrap Plastic, 1811 wide with dispenser Yes 4
SOO053-3 Polyethelene Sheetinq, 6 mil, 42" wide x 500 feet Yes 1
SOO060-1 Adhesive, Spray Cans, 3M HiQh-Strength 90 Yes 24 cans
S 00063-1 Seal Master Brand Crack Master Supreme M1050L 1260 oallons Yes
S 00095-1 Forklift, 5000# damper type 0
500095-8 Storage Chest for small hand tools Yes 1
800095-14 Forklift, 5000# regular forks 4 Yes
800095-15 Pallet Jack Yes 1
800095-16 Safety Hook Knives 4 Yes
c. 800095-18 CaulkGun,Batterv Powered, 1 0.3 oz. w/Battery Chargers 4 Yes
800095-19 Hot Mix Aspahlt Truck with dispensing wand 1 Yes
800095-21 Torch, Propane (Rosebud stvle wand) 1 Yes
800095-22 Push Broom, heavy duty 24" 2 Yes
800095-23 Shovel, long handled, square nose 2 Ves
800095-24 Ice 8craper, solid shank, extra heavy duty, 4" blade 2 Ves
800095-26 Hammer o rill , 1/2" chuck, electric, variable speed, HD 2 Ves
800095-27 Masonary Orill Bit, 3/8" diameter x 8" long 2 Yes
800095-28 Masonary Orill Bit, 11/16" diameter x 12" long minimum 3 Yes
800095-29 Extension Cord, Heavy Duty, 100 feet minimum 2 Ves
800095-30 Portable Electric Generator, 5000 watts 1 Yes
800095-31 Portable Air Compressor, 100 psi minimum 1 Yes
800095-32 Air Hose, 50 ft minimum 2 Yes
800095-33 Air Nozzle 1 Yes
800095-34 9/16" size Hex Socket for Impact Gun, 1/2" drive 2 Yes
800095-35 3/8" drive extension, 4" long 2 Yes
800095-36 9/16" size Hex Socket for 3/8" drive 2 Yes
800095-37 3/8" drive ratchet wrench 2 Yes
800095-38 5/32" size hex alien wrench, 3/B" drive 2 Yes
800095-40 Paint Bucket Screen, 5 gallon size 1 Yes
800095-41 Paint Roller Frame 2 Yes
800095-42 Paint Roller Cover, 9" with 3/16" Nap ( for Epoxy) 4 Yes
800095-43 Paint Roller Extension Pole, 60" 10nQ 1 Yes
800095-44 Push Broom, soft, 24" (for scrubbing Bed surface) 4 Yes
f
:,
~:.
ITEM P.602
BITUMINOUS PRIME COAT
DESCRIPTION
602-1.1 This item shall consist of an application of bituminous material on the prepared base course
in accordance with these specifications and in reasonably close conformity to the lines shown on the
plans.
MA TERIALS
602-2.1 BITUMINOUS MATERIAL. The types, grades, controlling specifications, and application
temperatures for the bituminous materials are given in Table 1. The Engineer shall designate the specific
material to be used.
TABLE 1. BITUMINOUS MATERIAL
Application Temperatures \1\
Type and Grade Specification Deg. F Deg. C
Emulsified Asphalt
SS-I, SS-lh ASTM D 977 70-160 20-70
MS-2, HFMS-l ASTM D 977 70-160 20-70
CSS-l, CSS-lh ASTM D 2397 70-160 20-70
CMS-2 ASTM D 2397 70-160 20-70
Cutback Asphalt
RC-30 ASTM D 2028 80+ 30+
RC-70 ASTM D 2028 120+ 50+
RC-250 ASTM D 2028 165+ 75+
\1\ The maximum temperature for cutback asphalt shall be that at which fogging occurs.
/0
/,l'
,/
./
CONSTRUCTION METHODS
602-3.1 WEATHER LIMITATIONS. The prime coat shall be applied only when the existing
surface is dry or contains sufficient moisture to get uniform distribution of the bituminous material, when
the atmospheric temperature is above 60 F (15 C), and when the weather is not foggy or rainy. The
temperature requirements may be waived, but only when so directed by the Engineer.
602-3.2 EQUIPMENT. The equipment used by the Contractor shall include a self-powered pressure
bituminous material distributor and equipment for heating bituminous material.
The distributor shall be designed, equipped, maintained, and operated so that bituminous material at even
heat may be applied uniformly on variable widths of surface at the specified rate. The allowable variation
Key West International Airport
P -602-1
February 2008
Runway Safety Area Improvements
from the specified rate shall not exceed 10 percent. Distributor equipment shall include a tachometer,
pressure gages, volume-measuring devices or a calibrated tank, and a thermometer for measuring
temperatures of tank contents. The distributor shall be self-powered and shall be equipped with a power
unit for the pump and full circulation spray bars adjustable laterally and vertically.
A power broom and/or blower shall be provided for any required cleaning of the surface to be treated.
602-3.3 APPLICA TION OF BITUMINOUS MATERIAL. Immediately before applying the prime
coat, the full width of the surface to be primed shall be swept with a power broom to remove all loose dirt
and other objectionable material.
The bituminous material including solvent shall be uniformly applied with a bituminous distributor at the
rate of 0.25 to 0.50 gallons per square yard (1.20 to 2.40 liters per square meter) depending on the base
course surface texture. The type of bituminous material and application rate shall be approved by the
Engineer prior to application.
Following the application, the primed surface shall be allowed to dry not less than 48 hours without being
disturbed or for such additional time as may be necessary to permit the drying out of the prime until it
will not be picked up by traffic or equipment. This period shall be determined by the Engineer. The
surface shall then be maintained by the Contractor until the surfacing has been placed. Suitable
precautions shall be taken by the Contractor to protect the primed surface against damage during this
interval, including supplying and spreading any sand necessary to blot up excess bituminous material.
602-3.4 BITUMINOUS MATERIAL CONTRACTOR'S RESPONSIBILITY. Samples of the
bituminous materials that the Contractor proposes to use, together with a statement as to their source and
character, must be submitted and approved before use of such material begins. The Contractor shall
require the manufacturer or producer of the bituminous materials to furnish material subject to this and all
other pertinent requirements of the contract. Only satisfactory materials, so demonstrated by service tests,
shall be acceptable.
The Contractor shall furnish vendor's certified test reports for each carload, or equivalent, of bituminous
material shipped to the project. The report shall be delivered to the Engineer before permission is granted
for use of the material. The furnishing of the vendor's certified test report for the bituminous material
shall not be interpreted as basis for final acceptance. All such test reports shall be subject to verification
by testing samples of materials received for use on the project.
602-3.5 FREIGHT AND WEIGH BILLS. Before the final estimate is allowed, the Contractor shall
file with the Engineer receipted bills when railroad shipments are made, and certified weigh bills when
materials are received in any other manner, of the bituminous materials actually used in the construction
covered by the contract. The Contractor shall not remove bituminous material from the tank car or
storage tank until the initial outage and temperature measurements have been taken by the Engineer, nor
shall the car or tank be released until the final outage has been taken by the Engineer.
Copies of freight bills and weigh bills shall be furnished to the Engineer during the progress of the work.
Key West International Airport
P-602-2
February 2008
Runway Safety Area Improvements
METHOD OF MEASUREMENT
602-4.1 The bituminous material for prime coat shall be measured by the gallon. Volume shall be
con-ected to the volume at 60 F (15 C) in accordance with ASTM D 1250 for cutback asphalt, and Table
IV -3 of The Asphalt Institute's Manual MS-6 for emulsified asphalt.
BASIS OF PAYMENT
602-5.1 Payment shall be made at the contract unit price per gallon for bituminous prime coat. This
price shall be full compensation for furnishing all materials and for all preparation, delivery and applying
the materials, and for all labor, equipment, tools, and incidentals necessary to complete this item.
Payment will be made under:
Item P-602-5.1 Bituminous prime coat ................................................................. per gallon
MA TERIAL REQUIREMENTS
ASTM D 977
Emulsified Asphalt
ASTM D 2028
Asphalt, Cutback (Rapid Curing Grade)
ASTM D 2397
Cationic Emulsified Asphalt
TESTING REQUIREMENTS
ASTM D 1250
Petroleum Measurement Tables
Asphalt
Institute
Manual MS-6
Table IV-3
Temperature- Volume COITections for Emulsified
Asphalts
END OF ITEM P.602
Key West International Airport
P-602-3
February 2008
Runway Safety Area Improvements
ITEM P-610
STRUCTURAL PORTLAND CEMENT CONCRETE
DESCRIPTION
610-1.1 This item shall consist of plain or reinforced structural Portland cement concrete, prepared and
constructed in accordance with these specifications, at the locations and of the form and dimensions
shown on the plans.
MA TERIALS
610-2.1 GENERAL. Only approved materials, conforming to the requirements of these
specifications, shall be used in the work. They may be subjected to inspection and tests at any time
during the progress of their preparation or use. The source of supply of each of the materials shall be
approved by the Engineer before delivery or use is started. Representative preliminary samples of the
materials shall be submitted by the Contractor, when required, for examination and test. Materials shall
be scored and handled to insure the preservation of their quality and fitness for use and shall be located to
facilitate prompt inspection. All equipment for handling and transporting materials and concrete must be
clean before any material or concrete is placed herein.
In no case shall the use of pit-run or naturally mixed aggregates be permitted. Naturally mixed aggregate
shall be screened and washed, and all fine and coarse aggregates shall be stored separately and kept clean.
The mixing of different kinds of aggregates from different sources in one storage pile or alternating
batches of different aggregates will not be permitted.
610-2.2 COARSE AGGREGATE. The coarse aggregate for concrete shall meet the requirements of
ASTM C 33.
Coarse aggregate shall be well graded from coarse to fine and shall meet one of the gradations shown in
Table 1, using ASTM C 136.
610-2.3 FINE AGGREGATE. The fine aggregate for concrete shall meet the requirements of
ASTM C 33.
The fine aggregate shall be well graded from fine to coarse and shall meet the requirements of Table 2,
when tested in accordance with ASTM C 136:
TABLE 1. GRADATION FOR COARSE AGGREGATE
Sieve Designation 2" 1-1/2" I" 3 / 4" 1/ 2" 3 / 8" No.4
(square openings)
No.4 to ~ in. 100 90-100 20-55 0-10
(4.75-19.0 mm)
No.4 to 1 in. 100 90-100 25-60 0-10
(4.75-25.0 mm)
No. 4 to 1-1/2 in. 100 95-100 35-70 10-30 0-5
(4.75-38.1 mm)
TABLE 2. GRADATION FOR FINE AGGREGATE
Key West International Airport
P-610-1
February 2008
Runway Safety Area Improvements
Sieve Designation Percentage by Weight Passing Sieves
(square openings)
3/8 inch (9.5 nun) 100
No.4 (4.75 mm) 95-100
No. 16 (1.18 mm) 45-80
No. 30 (0.60 nun) 25-55
No. 50 (0.30 mm) 10-30
No. 100 (0.15 mm) 2-10
Blending will be permitted, if necessary, in order to meet the gradation requirements for fine aggregate.
Fine aggregate deficient in the percentage of material passing the No. 50 mesh sieve may be accepted,
provided that such deficiency does not exceed 5% and is remedied by the addition of pozzolanic or
cementitious materials other than Portland cement, as specified in 610-2.6 on admixtures, in sufficient
quantity to produce the required workability as approved by the Engineer.
610-2.4 CEMENT. Cement shall conform to the requirements of ASTM C150, Type I, or ASTM
C595, Type IP.
The Contractor shall furnish vendors' certified test reports for each carload, or equivalent, of cement
shipped to the project. The report shall be delivered to the Engineer before permission to use the cement
is granted. All such test reports shall be subject to verification by testing sample materials received for
use on the project.
610-2.5 WATER. The water used in concrete shall be free from sewage, oil, acid, strong alkalies,
vegetable matter, and clay and loam. If the water is of questionable quality, it shall be tested in
accordance with AASHO T 26.
610-2.6 ADMIXTURES. The use of any material added to the concrete mix shall be approved by the
Engineer. Before approval of any material, the Contractor shall be required to submit the results of
complete physical and chemical analyses made by an acceptable testing laboratory. Subsequent tests
shall be made of samples taken by the Engineer from the supply of the material being furnished or
proposed for use on the work to determine whether the admixture is uniform in quality with that
approved.
Pozzolanic admixtures shall be fly ash or raw or calcined natural pozzolons meeting the requirements of
ASTM C 618.
Air-entraining admixtures shall meet the requirements of ASTM C 260. Air-entraining admixtures shall
be added at the mixer in the amount necessary to produce the specified air content.
Water-reducing, set-controlling admixtures shall meet the requirements of ASTM C 494, Type A, water-
reducing or Type D, water-reducing and retarding. Water-reducing admixtures shall be added at the mixer
separately from air-entraining admixtures in accordance with the manufacturer's printed instructions.
610-2.7 PREMOLDED JOINT MATERIAL. Premolded joint material for expansion joints shall
meet the requirements of ASTM D1752, Type I.
Key West International Airport
P-610-2
February 2008
Runway Safety Area Improvements
610-2.8 JOINT FILLER. The filler for joints shall meet the requirements of Item P-605, unless
otherwise specified in the proposal.
610-2.9 STEEL REINFORCEMENT. Reinforcing shall consist of steel bars conforming to the
requirements of ASTM A615, Grade 60 (ASTM A615M, Grade 40 or welded deformed steel fabric
conforming to the requirements of ASTM A497).
610-2.10 COVER MATERIALS FOR CURING. Curing materials shall conform to one of the
following specifications:
ASTM C 171
ASTM C 171
ASTM C 309
Waterproof paper for curing concrete
Polyethylene Sheeting for Curing Concrete
Liquid Membrane-Forming Compounds for Curing Concrete - Type 2
CONSTRUCTION METHODS
610-3.1 GENERAL. The Contractor shall furnish all labor, materials, and services necessary for, and
incidental to, the completion of all work as shown on the drawings and specified herein. All machinery
and equipment owned or controlled by the Contractor, which he proposes to use on the work, shall be of
sufficient size to meet the requirements of the work, and shall be such as to produce satisfactory work; all
work shall be subject to the inspection and approval of the Engineer.
610-3.2 CONCRETE COMPOSITION. The concrete shall develop a compressive strength of 4000
(or higher, as specified on the plans) psi in 28 days as determined by test cylinders made in accordance
with ASTM C 31 and tested in accordance with ASTM C 39. The concrete shall contain not less than 470
pounds of cement per cubic yard (280 kg per cubic meter). The concrete shall contain 5 percent of
entrained air, plus or minus 1 percent, as determined by ASTM C 231 and shall have a slump of not more
than 4 inches (10 cm) as determined by ASTM C 143.
610-3.3 ACCEPTANCE SAMPLING AND TESTING. Concrete for each structure will be
accepted on the basis of the compressive strength specified in paragraph 3.2. The concrete shall be
sampled in accordance with ASTM C 172. Compressive strength specimens shall be made in accordance
with ASTM C 31 and tested in accordance with ASTM C 39.
Concrete cylindrical test specimens shall be made in accordance with ASTM C 31 and tested in
accordance with ASTM C 39. The Contractor shall cure and store the test specimens under such
conditions as directed. The Engineer will make the actual tests on the specimens at no expense to the
Contractor.
610-3.4 PROPORTIONING AND MEASURING DEVICES. When package cement is used, the
quantity for each batch shall be equal to one or more whole sacks of cement. The aggregates shall be
measured separately by weight. If aggregates are delivered to the mixer in batch trucks, the exact amount
for each mixer charge shall be contained in each batch compartment. Weighing boxes or hoppers shall be
approved by the Engineer and shall provide means of regulating the flow of aggregates into the batch box
so that the required and exact weight of aggregates can be readily obtained.
610-3.5 CONSISTENCY. The consistency of the concrete shall be checked by the slump test
specified in ASTM C 143.
Key West International Airport
P-610-3
February 2008
Runway Safety Area Improvements
610-3.6 MIXING. Concrete may be mixed at the construction site, at a central point, or wholly or in
part in truck mixers. The concrete shall be mixed and delivered in accordance with the requirements of
ASTM C 94.
610-3.7 MIXING CONDITIONS. The concrete shall be mixed only in quantItIes required for
immediate use. Concrete shall not be mixed while the air temperature is below 40 F (4 C) without
permission of the Engineer. If permission is granted for mixing under such conditions, aggregates or
water, or both, shall be heated and the concrete shall be placed at a temperature not less than 50 (10 C)
nor more than 100 F (38 C). The Contractor shall be held responsible for any defective work, resulting
from freezing or injury in any manner during placing and curing, and shall replace such work at his/her
expense.
Retempering of concrete by adding water or any other material shall not be permitted.
The delivery of concrete to the job shall be performed in such a manner that batches of concrete will be
deposited at uninterrupted intervals.
610-3.8 FORMS. Concrete shall not be placed until all the forms and reinforcements have been
inspected and approved by the Engineer. Forms shall be of suitable material and shall be of the type, size,
shape, quality, and strength to build the structure as designed on the plans. The forms shall be true to line
and grade and shall be mortar-tight and sufficiently rigid to prevent displacement and sagging between
supports. The Contractor shall bear responsibility for their adequacy. The surfaces of forms shall be
smooth and free from irregularities, dents, sags, and holes.
The internal ties shall be arranged so that, when the forms are removed, no metal will show in the
concrete surface or discolor the surface when exposed to weathering. All forms shall be wetted with
water or with a non-staining mineral oil which shall be applied shortly before the concrete is placed.
Forms shall be constructed so that they can be removed without injuring the concrete or concrete surface.
The forms shall not be removed before the expiration of at least 30 hours from vertical faces, walls,
slender columns, and similar structures; forms supported by falsework under slabs, beams, girders, arches,
and similar construction shall not be removed until tests indicate that at least 60% of the design strength
of the concrete has developed.
610-3.9 PLACING REINFORCEMENT. All reinforcement shall be accurately placed, as shown
on the plans, and shall be firmly held in position during concreting. Bars shall be fastened together at
intersections. The reinforcement shall be supported by approved metal chairs. Shop drawings, lists, and
bending details shall be supplied by the Contractor when required.
610-3.10 EMBEDDED ITEMS. Before placing concrete, any items that are to be embedded shall be
firmly and securely fastened in place as indicated. All such items shall be clean and free from coating,
rust, scale, oil, or any foreign matter. The embedding of wood shall be avoided. The concrete shall be
spaded and consolidated around and against embedded items.
610-3.11 PLACING CONCRETE. All concrete shall be placed during daylight, unless otherwise
approved. The concrete shall not be placed until the depth and character of foundation, the adequacy of
forms and falsework, and the placing of the steel reinforcing have been approved. Concrete shall be
placed as soon as practical after mixing and in no case later than 1 hour after water has been added to the
mix. The method and manner of placing shall be such to avoid segregation and displacement of the
reinforcement. Troughs, pipes, and chutes shall be used as an aid in placing concrete when necessary.
Dropping the concrete a distance of more than 5 feet (1.5 m), or depositing a large quantity at one point,
will not be permitted. Concrete shall be placed upon clean, damp surfaces, free from running water, or
Key West International Airport
P-610-4
February 2008
Runway Safety Area Improvements
upon properly consolidated soil.
The concrete shall be compacted with suitable mechanical vibrators operating within the concrete. When
necessary, vibrating shall be supplemented by hand spading with suitable tools to assure proper and
adequate compaction. Vibrators shall be manipulated so as to work the concrete thoroughly around the
reinforcement and embedded fixtures and into comers and angles of the forms. The vibration at any joint
shall be of sufficient duration to accomplish compaction but shall not be prolonged to the point where
segregation occurs. Concrete deposited under water shall be car.efully placed in a compact mass in its
final position by means of a tremie, a closed bottom dump bucket, or other approved method and shall not
be disturbed after being deposited.
610-3.12 CONSTRUCTION JOINTS. When the placing of concrete is suspended, necessary
provisions shall be made for joining future work before the placed concrete takes its initial set. For the
proper bonding of old and new concrete, such provisions shall be made for grooves, steps, keys, dovetails,
reinforcing bars or other devices as may be prescribed. The work shall be arranged so that a section
begun on any day shall be finished during daylight of the same day. Before depositing new concrete on
or against concrete which has hardened, the surface of the hardened concrete shall be cleaned by a heavy
steel broom, roughened slightly, wetted, and covered with a neat coating of cement paste or grout.
610-3.13 EXPANSION JOINTS. Expansion joints shall be constructed at such points and of such
dimensions as may be indicated on the drawings. The pre-molded filler shall be cut to the same shape as
that of the surfaces being joined. The filler shall be fixed fIrmly against the surface of the concrete
already in place in such manner that it will not be displaced when concrete is deposited against it.
610-3.14 DEFECTIVE WORK. Any defective work disclosed after the forms have been removed
shall be immediately removed and replaced. If any dimensions are deficient, or if the surface of the
concrete is bulged, uneven, or shows honeycomb, which in the opinion of the Engineer cannot be repaired
satisfactorily, the entire section shall be removed and replaced at the expense of the Contractor.
610-3.15 SURFACE FINISH. All exposed concrete surfaces shall be true, smooth, free from open or
rough spaces, depressions, or projections. The concrete in horizontal plane surfaces shall be brought flush
with the finished top surface at the proper elevation and shall be struck-off with a straightedge and
floated. Mortar finishing shall not be permitted, nor shall dry cement or sand-cement mortar be spread
over the concrete during the finishing of horizontal plane surfaces.
When directed, the surface finish of exposed concrete shall be a rubbed finish. If forms can be removed
while the concrete is still green, the surface shall be pointed and wetted and then rubbed with a wooden
float until all irregularities are removed. If the concrete has hardened before being rubbed, a carborundum
stone shall be used to finish the surface. When approved, the finishing can be done with a rubbing
machine.
610-3.16 CURING AND PROTECTION. All concrete shall be properly cured and protected by the
Contractor. The work shall be protected from the elements, flowing water, and from defacement of any
nature during the building operations. The concrete shall be cured as soon as it has sufficiently hardened
by covering with an approved material. Water-absorptive coverings shall be thoroughly saturated when
placed and kept saturated for a period of at least 3 days. All curing mats or blankets shall be sufficiently
weighted or tied down to keep the concrete surface covered and to prevent the surface from being
exposed to currents of air. Where wooden forms are used, they shall be kept wet at all times until
removed to prevent the opening of joints and drying out of the concrete. Traffic shall not be allowed on
concrete surfaces for 7 days after the concrete has been placed.
Key West International Airport
P-610-5
February 2008
Runway Safety Area Improvements
W
610-3.17 DRAINS OR DUCTS. Drainage pipes, conduits, and ducts that are to be encased in
concrete shall be installed by the Contractor before the concrete is placed. The pipe shall be held rigidly
so that it will not be displaced or moved during the placing of the concrete.
'd 610-3.18 COLD WEATHER PROTECTION. When concrete is placed at temperatures below 40 F
(4 C), the Contractor shall provide satisfactory methods and means to protect the mix from injury by
,gil freezing. The aggregates, or water, or both, shall be heated in order to place the concrete at temperatures
between 50 and 100 F(10 and 38 C).
Calcium chloride may be incorporated in the mixing water when directed by the Engineer. Not more than
2 pounds (908 grams) of Type 1, nor more than 1.6 pounds (726 grams) of Type 2 shall be added per bag
of cement. After the concrete has been placed, the Contractor shall provide sufficient protection such as
cover, canvas, framework, heating apparatus, etc., to enclose and protect the structure and maintain the
temperature of the mix at not less than 50 F (10 C) until at least 60% of the designed strength has been
attained.
ii: 610-3.19 FILLING JOINTS. All joints which require filling shall be thoroughly cleaned, and any
excess mortar or concrete shall be cut out with proper tools. Joint filling shall not be started until after
final curing and shall be done only when the concrete is completely dry. The cleaning and filling shall be
I
carefully done with proper equipment and in a manner to obtain a neat looking joint free from excess
filler.
IMETHOD OF MEASUREMENT
4,,,,,miv ,
610-4.1 Portland'cement concrete shall be measured by the number of cubic yards (cubic meters) of
I concrete complete in place and accepted. In computing the yardage of concrete for payment, the
dimensions used shall be those shown on the plans or ordered by the Engineer. No measurements or
other allowances shall be made for forms, falsework, cofferdams, pumping, bracing, reinforcing steel,
I expansion joints, or finishing of the concrete. No deductions in yardage shall be made for the volumes of
reinforcing steel or embedded items
IBASIS OF PAYMENT
610-5.1 Payment shall be made at the contract unit price per cubic yard (cubic meter) for structural
I Portland cement concrete, including reinforcing steel. These prices shall be full compensation for
furnishing all materials and for all preparation, delivery and installation of these materials, and for all
labor,equipment, tools, and incidentals necessary to complete the item.
IPayment will be made under:
IItem P-610-5.1 Structural Portland Cement Concrete per cubic yard(cubic Meter)
TESTING REQUIREMENTS
IASTM C 31 Making and Curing Test Specimens in the Field
IASTM C 39 Compressive Strength of Cylindrical Concrete Specimens
ASTM C 136 Sieve or Screen Analysis of Fine and Coarse Aggregate
Key West International Airport P-610-6 February 2008
Runway Safety Area Improvements
ASTM C 138
ASTM C 143
ASTM C 231
ASTM A 184
ASTM A 185
ASTM A 497
ASTM A 615
ASTM C 33
ASTM C 94
ASTM C 150
ASTM C 171
ASTM C 260
ASTM C 309
ASTM C 595
ASTM C 618
ASTM D 1751
ASTM D 1752
Unit Weight, Yield, and Air Content of Concrete
Slump of Portland Cement Concrete
Air Content of Freshly Mixed Concrete by the Pressure Method
MA TERIAL REQUIREMENTS
Specification for Fabricated Deformed Steel Bar Mats for
Concrete Reinforcement
Welded Steel Wire Fabric for Concrete Reinforcement
Specification for Welded Deformed Steel Wire Fabric for Concrete Pavement
Deformed and Plain Billet-Steel Bars for Concrete Reinforcement
Concrete Aggregates
Ready-Mixed Concrete
Portland Cement
Sheet Materials for Curing Concrete
Air-Entraining Admixtures for Concrete
Liquid Membrane-Forming Compounds for Curing Concrete
Blended Hydraulic Cements
Fly Ash and Raw or Calcined Natural Pozzolan for Use as a
Mineral Admixture in Portland Cement Concrete
Specification for Preformed Expansion Joint Fillers for Concrete Paving and
Structrual Construction
Specification for Preformed Sponge Rubber and Cork Expansion Joint Fillers
for Concrete Paving and Structurual Construction
END OF ITEM P-610
Key West International Airport
P-610-7
February 2008
Runway Safety Area Improvements
ITEM P-620
RUNWAY AND TAXIWAY PAINTING
• DESCRIPTION
620-1.1 This item shall consist of the painting of numbers, markings, and stripes on the surface of
runways and taxiways applied in accordance with these specifications and at the locations shown on the
plans, or as directed by the Engineer. Tlie work shall also include the removal of existing markings on
airfield pavement surfaces.
MATERIALS
620-2.1 MATERIALS ACCEPTANCE. The Contractor shall furnish manufacturer's certified
test reports for materials shipped to the project. The certified test reports shall include a statement
that the materials meet the specification requirements. The reports can be used for material
acceptance or the Engineer may perform verification testing. The reports shall not be interpreted
as a basis for payment. The Contractor shall notify the Engineer upon arrival of a shipment of
materials to the•site.
620-2.2 PAINT. Paint shall be waterborne in accordance with the requirements of paragraph
620-2.2a. Paint shall be furnished in White-37925, Yellow-33538 or 33655 and Pink (1 part Red-
31136 to 2 parts White-37925) in accordance with Federal Standard No. 595. Paint shall be
furnished in Type II — least drying time for no-pick-up when tested in accordance with ASTM D
711
'` a. WATERBORNE. Paint shall meet the requirements of Federal Specification TT-P-
1952D,.Type I or Type II.
EPDXY. Paint shall be a two component, minimum 99 percent solids type system
conforming to the following:
(1) Pigments. Component A. Percent by weight.
(a) White:
'titanium Dioxide, ASTM D 476,type II shall-be 18 percent
minimum
(16.5 percent minimum at 100 percent purity).
(b) Yellow and Colors:
• Titanium Dioxide,ASTM D 476,type II shall be 14 to 17
percent.
Organic yellow,other colors,and tinting as required to meet
color standard.
Epoxy resin shall be 75 to 79 percent.
(2) Epoxy Content. Component A. The weight per epoxy equivalent, when
tested in accordance with ASTM I) 1652 shall be the manufacturer's target plus or minus 50.
(3) Amine Number. Component B. When tested in accordance with ASTM D
2074 shall be the manufacturer's target plus or minus 50.
Key West International Airport P-620-1 February 2008
Runway Safety Area Improvements
4
• (4) Prohibited Materials. The manufacturer shall certify that the product does
not contain mercury, lead, hexavalent chromium, halogenated solvents, nor any carcinogen, as
defined in 29. CFR 1910.1200.
t'.. (5) Daylight Direettoiial'Reflecta nee:
(a) White: The daylight directional reflectance of the white paint shall
not be less than 75 percent (relative to magnesium oxide), when tested in accordance with Federal
Test Method Standard No. 141, Method 6121.
'' (b) Yellow: the daylight directional reflectance of the yellow paint shall
not be less than 38 percent (relative to magnesium oxide), when tested in accordance with Federal
Test Method Standard No. 141. The x and y values shall be consistent with the Federal 'legman
yellow color standard chart for traffic yellow standard 33538, or shall be consistent with the
tolerance listed below:
x .462 x .470 x .479 x .501
y .438 y .455 y .428 y .452
(6). .Accele atesl;weaAkering.
• (a) Sample preparation: Apply the paint at a wet film thickness of 0.013
inch (0.33 mm) to four 3 by 6 inch (8 by 15 cm) aluminum panels prepared as described in Federal
Test Method Standard No. 141, Method 2013. Air-dry the sample 48 hours under standard
conditions.
(b) Testing conditions. Test in accordance with ASTM G 53 using both
Ultra Violet (UV-B) Light and condensate exposure,72 hours total,alternating 4 hour UV exposure
at 60 degree C,and 4 hours condensate exposure at 40 degrees C.
(c) Evaluation. Remove the samples and condition for 24 hours under
standard conditions. Determine the directional reflectance and color match using the procedures in
paragraph 620-2.21)(5) above. Evaluate for conformance with the color requirements.
(7) Volatile Organic Content. Determine the volatile organic content in
accordance with 40 CFR Part 60 Appendix A,Method 24.
PIPPOlt (8) Dry opacity. Use Procedure B, Method B of Method 4121 of Federal Test
1 Method Standard No. 141. The wet film thickness shall be 0.015 inch (0.12 mm). The minimum
opacity for white and colors shall be 0.92.
(9) Abrasion resistance. Subject the panels prepared in paragraph 620-2.2b(6)
to the abrasion test in accordance with ASTM D 968, Method A, except that the inside diameter of
the metal guide tube shall be from 0.747 to 0.750 inch (18.97 to 19.05 Inm). Five liters of unused
sand shall be used for each test panel. The test shall be run on two test panels. [Note: five liters of
and weighs 17.5 lb. (7.94 kg).] Both baked and weathered.paint films shall require not less than
150 liters of sand for the removal of the paint films.
(10) Hardness,Shore. Hardness shall be at least 80 when tested in accordance with
ASTM D 2240.
A
Key West International Airport P-620-2 February 2008
Runway Safety Area Improvements
1
c. METHACRYLATE. Paint shall be`a two component, minimum 99 percent solids
type system conforming to the following:
(1) Pigments. Component A. Percent by weight.
(a) White:
Titanium Dioxide,ASTM D 476, type II shall be 6 percent
41 Inininium.
)lethacrylate resin shall be 18 percent minimum.
(b) Yellow and Colors:
Titanium Dioxide,ASTM D 476, type II shall be 6 percent
IllinimtiIll.
Organic yellow, other colors, and tinting as required to meet color
standard.
Methacrylate resin shall be,18,percent minimum.
(2) Prohibited Materials. The'manufactureall certify that the product does
not contain mercury, lead, hexavalent chromium, halogenated solvents, nor any carcinogen, as
defined in 29 CFR 1910.1200.
(3) Daylight Directional Reflectance:
' r " (a) White: The daylight directional reflectance of the white paint shall
not be less than 80 percent (relative to magnesium oxide), when tested in accordance with Federal
Test Method Standard No. 141, Method 6121.
(b) Yellow: The daylight directional reflectance of the yellow paint shall
not be less than 55 percent (relative to magnesium oxide), when tested in accordance with Federal
Test Method Standard No. 141. The x and y values shall be consistent with the Federal 1legman
yellow color standard chart for traffic yellow standard 33538, or shall be consistent with the
tolerance listed below:
'x .462 x .470 x .479 x .501
.;xy .438 y .455 y .428 y .452
' ° '(4) ''`Accelerated weathering.
(a) Sample preparation. Apply the paint at a wet film thickness of 0.013
inch (0.33 mm ) to four 3 by 6 inch (8 by 15 cm) aluminum panels prepared as described in Method
2013 of Federal Test Method Standard No. 141. Air dry the sample 48 hours under standard
conditions.
(b) Testing conditions. Test in accordance with ASTM G 53 using both
Ultra Violet(UV-B) Light and condensate exposure,72 hours total,alternating 4 hour UV exposure
at 60 degree C,and 4 hours condensate exposure at 40 degrees C.
(c) Evaluation. Remove the samples and condition for 24 hours under
standard conditions.-Determine the directional reflectance:and color match using the procedures in
paragraph 620-2.2c(3) above. Evaluate for conformance with the color requirements,
Key West International Airport P-620-3 February 2008
Runway Safety Area Improvements
(5) Volatile Organic Content. Determine the volatile .organic content in
accordance with 40 CFR Part 60 Appendix A, Method 24.
(6) Dry opacity. Use Procedure B, Method B of Method 4121 of Federal Test
Method Standard No. 141. The wet film thickness shall be 0.015 inch (0.12 mm). The minimum
opacity for white and colors shall be 0.92.
(7) Abrasion resistance. Subject the panels prepared in paragraph 620-2.2c(4)
to the abrasion test in accordance with ASTM D 968, Method A, except that the inside diameter of
the metal guide tube shall be from 0.747 to 0.750 inch (18.97 to 19.05 mm). Five liters of unused
sand shall be used for each test panel. The test shall be run on two test panels. [Note: five liters of
sand weighs 17.5 lb. (7.94 kg).] Both baked and weathered paint films shall require not less than
150 liters of sand for the removal of the paint films.
(8) Hardness, Shore. Hardness shall be at least 80 when tested in accordance
with ASTM D 2240.
d. SOLVENT BASE. Paint shall meet the requirements of Federal Specification A-A-
2886A Type I or Type II.
620-2.3 REFLECTIVE MEDIA. Glass beads shall meet the requirements of Fed. Spec. TT-B-
1325, Type I, Gradation A, or Type III.. Glass beads shall be treated with adhesion promoting
and/or flotation coatings as specified by the manufacturer of the paint.
CONSTRUCTION METHODS
620-3.1 WEATHER LIMITATIONS. The painting shall be performed only when the surface is
dry and when the surface temperature is at least 45 F (7 degrees C) and rising and the pavement
surface temperature is at least 5 degrees F(2.7 degrees C) above the dew point.
620-3.2 EQUIPMENT. Equipment shall include the apparatus necessary to properly.clean the
existing surface, a mechanical marking machine, a bead and/or silica sand dispensing machine, and
such auxiliary hand-painting equipment as may be necessary to satisfactorily complete the job.
The mechanical marker shall be an atomizing spray-type marking machine suitable for application of
traffic paint. It shall produce an even and uniform film thickness at the required coverage and shall be
designed so as to apply markings of uniform cross sections and clear-cut edges without running or
spattering ri hout"vo'ersp;
"r 620-3.3 PREPARATION OF SURFACE. Immediately before application of the paint, the surface
shall be dry and free from dirt, grease, oil, laitance, or other foreign material which would reduce the
bond between the paint and the pavement. The area to be painted shall be cleaned by sweeping and
blowing or by other methods as required to remove all dirt, laitance, and loose materials.
Paint shall not be applied to Portland cement concrete pavement until the areas to be painted are clean of
curing material. Sandblasting or high-pressure water shall be used to remove curing materials from
concrete surfaces.
62073.4 LAYOUT OF MARKINGS. The proposed markings shall be laid out in advance of tile
paint application. The location of markings to receive glass beads shall be shown on the plans.
Key West International Airport P-620-4 February 2008
Runway Safety Area Improvements
J
620-3.5 ' APPLICATION. Markings shall be applied at the locations and to the dimensions and
spacing shown on the plans. Paint shall not be applied until the layout and condition of the surface
have been approved by the Engineer. The edges of the markings shall not vary from a straight line
more than '/z inch (12 nn) in 50 feet (15 m) and marking dimensions and spacings shall be within
the following tolerances:
Dimension and Spacing Tolerance
36 inches (910 mm)or less +/- 1/2 inch(12 mm)
Greater than 36 inches to 6 feet(910 mm to 1.85 m) +/- 1 inch(25 mm)
Greater than 6 feet to 60 feet(1.85 m to 18.3 m) +/-2 inches (51mm)
Greater 60 feet(18.3m) +/-3 inches (76 mm)
The paint shall be mixed in accordance with the manufacturer's instructions and applied to the
pavement with a marking machine at the rate(s) shown in Table 1. The addition of thinner will not
be permitted. A period of not less than 24 hours shall elapse between placement of a bituminous
surface course or seal coat and application of the paint.
TABLE 1.
APPLICATION RATES FOR PAINT, GLASS BEADS,AND SILICA SAND
Paint Glass Beads,Type Glass Beads, Silica Sand
Square feet per I,Gradation A Type III Pounds Pounds per gallon
z Pounds per gallon per gallon of paint of paint—lb./gal.gallon,ft/gal
Paint Type (Square meters of paint—lb./gal. —lb./gal. (Kilograms per
per liter,m2/I) (Kilograms per (Kilograms per liter of paint—
liter of paint—kg/1) liter of paint—kg/I kg/1
115 ft2/gal. 7 lb./gal. 12 lb./gal. 4 lb./gal.
Waterborneminimum
maximum minimum minimum (0.5 kg/1)
(2.8 m/1) (0.85 kg/1) (1.45 kg/1)
115 ft2/gal. 7 lb./gal. 12 lb./gal. 41b./gal.
Solvent Base minimum
maximum minimum minimum
(2.8 m2/1) (0.85 kg/1) (1.45 kg/1) (0.5 kg/I)
90 ft2/gal. 15 lb./gal. 24 lb./gal. 8 lb./gal.
Epoxy maximum minimum minimum minimum
(2.2 m2/1) (1.8 kg/I) (2.9 kg/I) (1.0 kg/1)
45 ft2/gal. 15 lb./gal. 241b./gal. 8 lb./gal.
Methacrylate maximum minimum minimum minimum
(1.1 m2/1) (1.8 kg/1) (2.9 kg/I) (1.0 kg/I)
Glass beads shall be distributed upon the marked areas at the locations shown on the plans to
receive glass beads immediately after application of the paint. A dispenser shall be furnished which
is properly designed for attachment to the marking machine and suitable for dispensing glass
beads. Glass beads shall be applied at the rate(s) shown in Table 1. Glass beads shall not he
iii
Key West International Airport P-620-5 February 2008
1 Runway Safety Area Improvements
applied to black paint. Glass beads shall adhere to the cured paint or.all.:parkiyg.gpprations shall
cease until corrections are made.
All emptied containers shall be returned to the paint storage area for checking by the Engineer.
The containers shall not he removed from the airport or destroyed until authorized by the
Engineer.
620-3.6 PROTECTION. After application of the paint, all markings shall be protected from damage
until the paint is dry. All surfaces shall be protected from disfiguration by spatter, splashes, spillage, or
drippings of paint.
620-3.7 REMOVAL OF EXISTING MARKINGS. Existing markings shall be removed by
water blasting or grinding. In order to avoid damaging the pavements during the water blasting
operations, the Contractor shall only utilize a water pressure that is sufficient to remove the
pavement markings. In the event that the pavement is damaged by the water blasting operations,
the Contractor shall reduce the water pressure, or shall utilize other approved methods to remove
the pavement markings. Do not use chemical paint remover.
METHOD OF MEASUREMENT
4 620-4.1 The quantity of runway and taxiway markings to be paid for shall be the number of square
feet of painting performed in accordance with the specifications and accepted by the Engineer.
620-4.2 Measurement of removal of existing markings for payment shall be the number of
square feet removed,as shown on the Plans or as directed by the Architect/Engineer, performed in
accordance with the specifications and accepted by the Architect/Engineer. No measurement for
payment will be made for the removal of temporary pavement markings, or the removal of striping
tape.
BASIS OF PAYMENT
620-5.1 Payment shall be made at the contract unit price per square foot for runway and
taxiway painting, reflective media and removal of existing markings. This price shall be full
compensation for furnishing all materials and for all labor, equipment, tools, and incidentals
pecessary to complete the item.
Ytl Payment will be made under:
'4; Ite►u P-620-5.1 Final Marking(yellow or white with
Reflective Beads at 100% application rate) per square foot
Item P-620-5.2 Outline Black Paint (no reflective beads) per square foot
A
TESTING REQUIREMENTS
ASTM C-146 Chemical Analysis of Glass Sand
ASTM C 371 Wire-,Cloth Sieve Analysis of Nonplastic Ceramic
Powders
Key West International Airport P-620-6 February 2008
Runway Safety Area Improvements
a
A
Test Method for Flash and Fire Points by Cleveland
A
Open Cup
ASTM D 711 111111111k_No-Pick-Up Time of Traffic Paint
ASTM D 968 ` Standard� Test Methods for Abrasion Resistance of
Organic Coatings by Falling Abrasive
ASTM D 1652 Test Method for Epoxy Content of Epoxy;,,Resus
ASTM D 2074 Test Method for Total Primary,Secondary,and T
ertiary Amine Values of Fatty Amines by Alternative
Indicator Method
ASS),.' D 2240 Test Method for Rubber Products-Durometer
...:.. Hardness
ASTM G'S3 Operating fight and Water-Exposure
Apparatus (Florescent UV-Condensation Type) for
Exposure of Nonmetallic Materials.
Federal Test Method Paint, Varnish,Lacquer and Related Materials;
Methods of Inspection,Standard No. 141 Sampling and
Testing
MATERIAL REQUIREMENTS
ASTM D 476 Specifications for Titanium Dioxide Pigments
Code of Federal 40 CFR Part 60, Appendix A
Regulations 29 CFR Part r1910.1200
Fed.Spec.TT-B-1325 Beads (Glass Spheres) Retroreflective
Fed.Spec.TT-P-85 Paint, traffic and Airfield Marking,Solvent Base
Fed.Spec.TT-P-110 Paint,Traffic Black (Non-reflectorized)
Fed.Spec.TT-P-1952 Paint,traffic and Airfield Marking, Waterborne
' Federal Standard 595 Colors used in Government Procurement
40
END OF ITEM P-620
Key West International Airport P-620-7 February 2008
Runway Safety Area Improvements
ITEM P-630
RUNW A Y PAVEMENT GROOVING
DESCRIPTION
630-1.1 GENERAL. The work under this Section consists of the cutting of transverse grooves in
asphaltic concrete runway pavement, as shown on the Plans, and in accordance with the dimensions and
limits specified here.
CONSTRUCTION METHODS
630-2.1 SCHEDULE OF WORK. Pavement grooving shall be performed while the runway is
closed to aircraft traffic. The Contractor shall have his equipment and employees organized each day in
order to have the work commence promptly when the runway is closed to aircraft traffic and to pursue the
work with the minimum amount of delay.
In case of aircraft emergencies or other emergencies, as determined by the Owner and/or the Architect!
Engineer, the Contractor may be directed to cease work and immediately clear the runway for aircraft
traffic.
630-2.2 EQUIPMENT. Grooving equipment shall be self-propelled sawing or grinding equipment
using diamond blades, suitable for the intended use, shall have a self contained vacuum system capable of
removing the grooving residue and shall be subject to the approval of the Architect/Engineer. Sufficient
equipment shall be provided so as to complete the work as expeditiously as possible. The grooving
equipment shall have a proven history of successful performance at other airports and shall be capable of
grooving the paved surface course according to the specified pattern and depth without damaging the
pavement to remain.
At the beginning of each work shift, the grooving equipment shall be equipped with a full complement of
grooving blades that are capable of cutting grooves of the specified width, depth and spacing.
630-2.3 GROOVING PROCEDURES. All grooves shall be cut parallel to each other and normal to
the pavement centerline to within 10 feet (3 meters) of the runway pavement edge. Grooves shall be
continuous for the entire runway length. Groove width and depth shall be lA-inch (6 mm) by l/4-inch (6
mm) with a nominal center-to-center spacing of 1 ~ inches (37.5 mm). The grooving pattern shall be
continuous for the complete area of the improvement as shown on the Plans and as directed by the
Architect! Engineer.
Grooves shall meet the following dimensions:
Minimum depth
Maximum depth
Minimum width
Maximum width
Minimum center-to-center spacing
Maximum center-to-center spacing
(between adjoining sets of cuts)
Alignment Tolerance
3/16 inch (5 mm)
5/16 inch (8 mm)
3/16 inch (5 mm)
5/16 inch (8 mm)
1-5/16 inch (33 mm)
1-7/8 inch (47 mm)
1-1/2 inch (37.5 mm)
in alignment for 75 feet (23 meters)
Key West International Airport
P -630-1
March 2008
Runway Safety Area Improvements
The grooves shall not vary more than 3 inches in alignment for 75 feet, allowing for realignment every
500 feet.
The Contractor shall complete a test section of pavement grooving as and where directed by the
Architect/Engineer, to demonstrate that the pavement and the proposed equipment provides the specified
configuration within the prescribed tolerances, before approval is given to commence the pavement
grooving.
Prior to grooving, the bituminous concrete pavement must have cured sufficiently to permit the
construction of a clean, neat grooving pattern and cross-section, free of raveling and tearing. If the asphalt
pavement does not ravel, the Contractor may, with the approval of the Architect/Engineer, commence full
grooving operations. If there is any raveling during the test strip, the Contractor shall cease grooving and
perform another test strip seven calendar days later. The Contractor shall continue testing until raveling
does not occur and then with the approval of the ArchitectlEngineer commence full grooving operation. If
raveling or closing of grooves is observed under traffic the Contractor shall cease grooving for a period of
seven days.
New pavement to be grooved is expected to be sufficiently cured for grooving in 30 to 45 days after its
placement. Owner reserves the right to request grooving be started prior to the elapse of 30 days.
The Contractor shall exercise extreme care when grooving near lighting fixtures embedded in runway
pavement. Grooves shall be stopped at least 6 inches, but no more than 18 inches away from such lighting
fixtures. Any lighting fixtures damages by the Contractor's operations shall be immediately repaired
and/or replaced in kind by and at the Contractor's own expense.
Debris and residue from the grooving operation shall be removed and legally disposed of promptly away
from the job site. Waste material from cutting and grooving shall not be permitted to remain on the
pavement surface or to accumulate or build-up along the edges or shoulders of the runway. Before the
close of each day's operations, the runway surface shall be free of all debris and loose material. Cleanup
operations shall commence one hour after the grooving operation and at no time shall large areas
requiring cleanup exist. At the scheduled time to end each day's work, all cleanup shall have been
completed and the runway shall be in an acceptable condition ready for aircraft operations.
The waste material collected during the grooving operation shall be removed by sweeping or vacuuming
and legally disposed of away from the job site. Waste material collected during grooving operations shall
not be allowed to enter the storm or sanitary sewer system.
Water for the grooving operations will be available from the Owner within the airport facility at the
locations prescribed in the Contract Documents or as directed by the Architect/Engineer and at no cost to
the Contractor.
630-3.1 METHOD OF MEASUREMENT. Runway Pavement Grooving will be measured by area
to the nearest square (yard) (meter) of runway pavement grooved and accepted. The quantity of runway
pavement grooving to be paid for will be determined by multiplying the width of the grooved area by the
horizontal length grooved.
630-4.1 BASIS OF PAYMENT. Payment for Runway Pavement Grooving will be made at the
Contract unit price bid per square yard, which price shall be full compensation for all materials, tools,
equipment, labor and other incidentals, and for doing all work involved in grooving, including removal
and disposal of debris and residue, all as shown on the Plans, as specified in these specifications, and as
directed by the ArchitectlEngineer.
Key West International Airport
P-630-2
March 2008
Runway Safety Area Improvements
Payment will be made under:
Item No. P-630-4.1
Runway Pavement Grooving
END OF SECTION
per Square (Yard)
(meter)
Key West International Airport
March 2008
Runway Safety Area Improvements
P-630-3
ITEM T -901
SEEDING
DESCRIPTION
901-1.1 This item shall consist of soil preparation, seeding and related operations, including, fertilizing
and watering to the areas shown on the plans or as directed by the Engineer in accordance with these
specifications.
MA TERIALS
901-2.1 SEED The species and application rates of grass, legume, and cover-crop seed furnished shall
be those stipulated herein. Seed shall conform to the requirements of Fed. Spec. JJJ-S-181.
Seed shall be furnished separately or in mixtures in standard containers with the seed name, lot number,
net weight, percentages of purity and of germination and hard seed, and percentage of maximum weed
seed content clearly marked for each kind of seed. The Contractor shall furnish the Engineer duplicate
signed copies of a statement by the vendor certifying that each lot of seed has been tested by a recognized
laboratory for seed testing within 6 months of date of delivery. This statement shall include: name and
address of laboratory, date of test, lot number for each kind of seed, and the results of tests as to name,
percentages of purity and of germination, and percentage of weed content for each kind of seed furnished,
and, in case of a mixture, the proportions of each kind of seed.
Seeds shall be applied as follows:
Seed
Minimum Seed
Purity (Percent)
Minimum Germination
(Percent)
Rate of Application
Ib./acre ~
lit ../l,QQQS.F.)
Pensacola Bahia
Bermuda (hulled)
Bermuda (unhulled)
Annual Rye*
95%
80%
60
95%
95%
95%
85%
85%
90%
30
30
40
Total Application Rate (lbs/acres)
* Winter application (Nov. - March)
160
Seed of a quick growing species of grass shall be applied at the rate of 30 pounds per acre in
conjunction with the permanent type seed mixture. The proposed type of quick-growing grass will be
submitted to the Engineer for approval. Millet is not an approved quick growing grass and shall not be
used on this project.
Seeding shall be performed during the project period h8t'.T:88H [ ] aHa [ ]iH81\lBi...rg, unless otherwise
approved by the Engineer.
901-2.2 LIME. Lime shall ~e ground limestone containing not less than 85% of total carbonates, and
shall be ground to such fineness that 90% will pass through a No. 20 mesh sieve and 50% will pass
through a No. 100 mesh sieve. Coarser material will be acceptable, providing the rates of application are
increased to provide not less than the minimum quantities and depth specified in the special provisions on
the basis of the two sieve requirements above. Dolomitic lime or a high magnesium lime shall contain at
least 10% of magnesium oxide. Lime shall be applied at the rate @f required to establish a soil ph of 5.5
Key West International Airport
T-901-1
April 2008
Runway Safety Area Improvements
to 6 or at a rate of 800 to 1,000 lbs per acres. All liming materials shall conform to the requirements of
ASTM C 602.
901-2.3 FERTILIZER. Fertilizer shall be standard commercial fertilizers supplied separately or in
mixtures containing the percentages of total nitrogen, available phosphoric acid, and water-soluble
potash. They shall be applied at the rate and to the depth specified herein, and shall meet the
requirements of Fed. Spec. Q-F-241 and applicable state laws. They shall be furnished in standard
containers with name, weight, and guaranteed analysis of contents clearly marked thereon. No cyanamide
compounds or hydrated lime shall be permitted in mixed fertilizers.
The fertilizers may be supplied in one of the following forms:
a. A dry, free-flowing fertilizer suitable for application by a common fertilizer spreader;
b. A finely-ground fertilizer soluble in water, suitable for application by power sprayers; or
c. A granular or pellet form suitable for application by blower equipment.
Fertilizers shall be 12-12-12 commercial fertilizer and shall be spread at the rate of 500 Ibs. per acre.
901-2.4 SOIL FOR REPAIRS. The soil for fill and topsoiling of areas to be repaired shall be at least of
equal quality to that which exists in areas adjacent to the area to be repaired. The soil shall be relatively
free from large stones, roots, stumps, or other materials that will interfere with subsequent sowing of seed,
compacting, and establishing turf, and shall be approved by the Engineer before being placed.
CONSTRUCTION METHODS
901-3.1 ADVANCE PREPARATION AND CLEANUP. After grading of areas has been completed
and before applying fertilizer and ground limestone, areas to be seeded shall be raked or otherwise cleared
of stones larger than 2 inches (5Qmm.) in any diameter, sticks, stumps, and other debris which might
interfere with sowing of seed, growth of grasses, or subsequent maintenance of grass-covered areas. If
any damage by erosion or other causes has occurred after the completion of grading and before beginning
the application of fertilizer and ground limestone, the Contractor shall repair such damage. This may
include filling gullies, smoothing irregularities, and repairing othe~ incidental damage.
An area to be seeded shall be considered a satisfactory seedbed without additional treatment if it has
recently been thoroughly loosened and worked to a depth of not less than 5 inches (125 mm) as a result of
grading operations and, if immediately prior to seeding, the top 3 inches (:5 1IUll) of soil is loose, friable,
reasonably free from large clods, rocks, large roots, or other undesirable matter, and if shaped to the
required grade.
However, when the area to be seeded is sparsely sodded, weedy, barren and unworked, or packed and
hard, any grass and weeds shall fIrst be cut or otherwise satisfactorily disposed of, and the soil then
scarified or otherwise loosened to a depth not less than 5 inches (125 mm). Clods shall be broken and the
top 3 inches (:5 1mB) of soil shall be worked into a satisfactory seedbed by discing, or by use of
cultipackers, rollers, drags, harrows, or other appropriate means.
901 ~.2 DRY ...-.PPl.IC.:.... TION l\fETIIOD.
8. l..imiRg. Lim8 8hall h8 appli8a B8par8.t81~" alia pri8f t8 th8 applioati811 8f afty foItilis8r 8f 888a
alia 8ftl:," 8ft 888a88aB ....:hish ha";@ pr8-;i8liBI:," 888ft pr8fJaF8a a8 a88orih8a ah8-:@. Th8 lilB8 8hall tB@ft h8
Key West International Airport
T-901-2
April 2008
Runway Safety Area Improvements
......@rl:gd int@ thg t@p 3 inghg8 (75 mmj @f s@il after w,T:hi€h the seedbed shall agaiR be pr0perli' gradgd aRd
dressed to a am00th fiRish.
h. F@rtiliziRg. F@110w,":iRg ad":aRge preparati@lls and gleanllp t€rtilizgr shall bg uRif0rmli' spread
at thg rate ,,":high w,T:ill pr0":ide 110t less than tag miRimllm €lllalltiti' stated in paragraph ~O 1 2.3.
€. S@@diRg. Crass segd shall be S€r::R at the rate spe€ified iR paragraph ~01 2.1 immediateli' after
fertilizing, and thg f.grtilizer and geed gaall be ral:ed w,T:ithin the depth range stah~d in the spEH~ial
pr€r:isi0ns. Sgeds 0f legumes, either al@Re 0r in miRtllres, shalll1e in@€lllated bef0re Inil(iRg 0r s0w::iRg, iR
agg@rdan€g "::itk the instru€ti011S 0f the manufaghirer @f the in@€Hlant. ",'ThgIl segding is reqyired at ~tlH~r
than thg seaS0ns sh@w::n @n the plans @r in the spegial pr0w,'isi0ns, a g0",'er 3r0p shall be S0W:,'Il hi' the game
meth0ds reqllired f0r grass and legume seeding.
d. RolliRg. ...^....ft€~r the sged has been pr0perlj' 30":ered, the seedbed shall bg immgaiatelj'
3@mpagted hi' m8an8 0f aft appr0":gd la",":nr01Ier, "::eighillg 19 t@ 65 p@llnds per fu0t (69 to ()7 l€g pgr
meter) 0f "::idth i@r glai' 80il (0r anj' s0il ha":ing a t8naengj' to paell), ana ",":eighing 159 to 209 p011nds per
f00t (223 to 2()~ kg per mgter) 0f "::idth t:0r sandi' sr light 8@ils.
901-3.3 WET APPLICATION METHOD.
a. General. The Contractor may elect to apply seed and fertilizer (and lime, if required) by
spraying them on the previously prepared seedbed in the form of an aqueous mixture and by using the
methods and equipment described herein. The rates of application shall be as gpegified in thg spggial
pr0":isi0ns. 1700 lb/acre.
b. Spraying Equipment. The spraying equipment shall have a container or water tank equipped
with a liquid level gauge calibrated to read in increments not larger than 50 gallons (1()9 liteFs) over the
entire range of the tank capacity, mounted so as to be visible to the nozzle operator. The container or tank
shall also be equipped with a mechanical power-driven agitator capable of keeping all the solids in the
mixture in complete suspension at all times until used.
The unit shall also be equipped with a pressure pump capable of delivering 100 gallons (3g9 litera) per
minute at a pressure of 100 pounds per square inch (6~9 l~a). The pump shall be mounted in a line
which will recirculate the mixture through the tank whenever it is not being sprayed from the nozzle. All
pump passages and pipe lines shall be capable of providing clearance for 5/8 inch (15 m.m) solids. The
power 'unit for the pump and agitator shall have controls mounted so as to be accessible to the nozzle
operator. There shall be an indicating pressure gauge connected and mounted immediately at the back of
the nozzle.
The nozzle pipe shall be mounted on an elevated supporting stand in such a manner that it can be rotated
through 60 degrees horizontally and inclined vertically from at least 20 degrees below to at least 60
degrees above the horizontal. There shall be a quick-acting, three-way control valve connecting the
recirculating line to the nozzle pipe and mounted so that the nozzle operator can control and regulate the
amount of flow of mixture delivered to the nozzle. At least three different types of nozzles shall be
supplied so that mixtures may be properly sprayed over distance varying from 20 to 100 feet (6 t8 39 m).
One shall be a close-range ribbon nozzle, one a medium-range ribbon nozzle, and one a long-range jet
nozzle. For case of removal and cleaning, all nozzles shall be connected to the nozzle pipe by means of
quick-release couplings.
In order to reach areas inaccessible to the regular equipment, an extension hose at least 50 feet ~ in
length shall be provided to which the nozzles may be connected.
Key West International Airport
T-901-3
April 2008
Runway Safety Area Improvements
c. Mixtures. Lime, if required, shall be applied separately, in the quantity specified, prior to the
fertilizing and seeding operations. Not more than 220 pounds (199 l~g) of lime shall be added to and
mixed with each 100 gallons (3g9 liters) of water. Seed and fertilizer shall be mixed together in the
relati ve proportions specified, but not more than a total of 220 pounds (1 gg l~g) of these combined solids
shall be added to and mixed with each 100 gallons (3g9 liters) of water. All water used shall be obtained
from fresh water sources and shall be free from injurious chemicals and other toxic substances harmful to
plant life. Brackish water shall not be used at any time. The Contractor shall identify to the Engineer all
sources of water at least 2 weeks prior to use. The Engineer may take samples of the water at the source
or from the tank at any time and have a laboratory test the samples for chemical and saline content. The
Contractor shall not use any water from any source which is disapproved by the Engineer following such
tests.
All mixtures shall be constantly agitated from the time they are mixed until they are finally applied to the
seedbed. All such mixtures shall be used within 2 hours from the time they were mixed or they shall be
wasted and disposed of at locations acceptable to the Engineer.
d. Spraying. Lime, if required, shall be sprayed only upon previously prepared seedbeds. After
the applied lime mixture has dried, the lime shall be worked into the top 3 inches ~, after which the
seedbed shall again be properly graded and dressed to a smooth finish.
Mixtures of seed and fertilizer shall only be sprayed upon previously prepared seedbeds on which the
lime, if required, shall already have been worked in. The mixtures shall be applied by means of a high-
pressure spray which shall always be directed upward into the air so that the mixtures will fall to the
ground like rain in a uniform spray. nozzles or sprays shall never be directed toward the ground in such a
manner as might produce erosion or runoff.
Particular care shall be exercised to insure that the application is made uniformly and at the prescribed
rate and to guard against misses and overlapped areas. Proper predetermined quantities of the mixture in
accordance with specifications shall be used to cover specified sections of known area. Checks on the
rate and uniformity of application may be made by observing the degree of wetting of the ground or by
distributing test sheets of paper or pans over the area at intervals and observing the quantity of material
deposited thereon.
On surfaces which are to be mulched as indicated by the plans or designated by the Engineer, seed and
fertilizer applied by the spray method need not be raked into the sailor rolled. However, on surfaces on
which mulch is not to be used, the raking and rolling operations will be required after the soil has dried.
901-3.4 MAINTENANCE OF SEEDED AREAS. The Contractor shall protect seeded areas against
traffic or other use by warning signs or barricades, as approved by the Engineer. Surfaces gullied or
otherwise damaged following seeding shall be repaired by regrading and reseeding as directed. The
Contractor shall mow, water as directed, and otherwise maintain seeded areas in a satisfactory condition
until final inspection and acceptance of the work.
When either the dry or wet application method outlined above is used for work done out of season, it will
be required that the Contractor establish a good stand of grass of uniform color and density to the
satisfaction of the Engineer. If at the time when the contract has been otherwise completed it is not
possible to make an adequate determination of the color, density, and uniformity of such stand of grass,
payment for the unaccepted portions of the areas seeded out of season will be withheld until such time as
these requirements have been met.
Key West International Airport
T-901-4
April 2008
Runway Safety Area Improvements
METHOD OF MEASUREMENT
901-4.1 The quantity of seeding to be paid for shall be the number of units OfSfJUtl.""B Jfl:~2 acres ~
squarg fggt (sqlulre meters)] measured on the ground surface, completed and accepted unless otherwise
noted.
BASIS OF PAYMENT
901-5.1 Payment shall be made at the contract unit price per 3fJUtl."<"B J!iY.J acre[l,QOO 8€luare f;ggt (8qllare
meters)] [a@rg (square mgtgrs)] or fraction thereof, unless otherwise noted, which price and payment shall
be full compensation for furnishing and placing all material and for all labor, equipment, tools, and
incidentals necessary to complete the work prescribed in this item.
Payment will be made under:
Item T-901-5.1 Seeding --per [1,000 S~llarg tggt (s€iHarg mgtgrs)] acre (s~llarg mgtgrs)
MA TERIAL REQUIREMENTS
ASTM D 977
Emulsified Asphalt
Fed. Spec. JJJ-S-181B Agricultural Seeds
Fed. Spec. O-F-241D Commercial Mixed Fertilizer
END OF ITEM T -901
Key West International Airport
T -901-5
April 2008
Runway Safety Area Improvements
I
ITEM T-904
SODDING
DESCRIPTION
r^. .z'r y,,.-�,.. �..y�+e v-...s -s .•. ,wt Oaf` 'M'%�t�.",�,'�°`c'�,w?w.-t.+�<s"�'�`"`s��
9W4 t1�� The" work'specified in�this -v coon consists of•establishing a stand of grass, within the
disturbed areas of the project, by the furnishing and placing of grass sod, fertilizer, watering, and
maintaining the sodded areas such as to assure a healthy stand of grass.
' QUALITY ASSURANCE
904-2.1 Requirements of Regulatory Agencies:
Work performed under this Section shall be strictly governed by local and state
authorities of this area.
WARRANTY
904-3.1 All sod shall be warranted for one (1) year after Final Acceptance by the Engineer.
During the warranty period, the Contractor shall replace, at his expense, all sod under the Contract
that dies or is not established during this time if the causes for such defects are a result of negligence
or poor workmanship by the Contractor.
r.. All sod missing or defective due to the Contractor 1 egligence shall be replaced in a
manner acceptable to the Engineer.
MATERIALS
904-4.1 SOI). Grass sod shall be Bermuda`ggias "Pgineer may, at his discretion, direct the
Contractor to match existing grass species. Sod shall be well matted with grassroots. The sod shall
he taken up in rectangles, preferably 12-inchx 24-inch, shall be a minimum of two (2) inches
thickness, and shall be live, fresh, and uninjured at the time of planting. It shall have a soil mat of
sufficient thickness adhering to the roots to withstand all necessary handling.
The sod shall be planted as soon as possible after being dug, and kept moist and shaded
until it is planted. Dumping from vehicles will not be permitted. Damaged sod will be rejected:
Replanting shall be performed within 24 hour after time of harvesting or sod shall be stacked in a
approved manner and properly moistened until planted. Sod which has been cut for more than 72
hours shall not be used unless specifically authorized by the Engineer after his inspection thereof.
Soft spots and inequalities in grade shall be corrected before starting sod work.
Planting shall not begin until the Engineer has approved the condition of the soil.
.• Soil shall be watered before the.sod is planted.
Sod shall be installed without voids. Tamp or ioll all newly installed sod.;
Sod shall be thoroughly watered
Arin
Key West International Airport T-904-1 February 2008
Runway Safety Area Improvements
I
The surface shall be within 1/10 of one (1) foot of specified finished grades and shall be
p
eyeaand.frrm at,a11 points. Hand raking shall be required to ensure such conditions.
' 3k::l.Y�VG�fA'ilYA+ iK[uc.t.. �.i
1111111111-
Where sodding is used in drainage ditches (along the line of water flow in swales), the
• setting of the pieces shall be staggered so as to avoid a continuous seam along the line of flow. Along
the edges of such staggered areas, the offsets of individual strips shall not exceed six (6) inches. In
order to prevent erosion cause by vertical edges at the outer limits, the outer pieces of sod shall be
tamped so as to produce a feather-edge effect. On steep slopes, the Contractor shall, if so directed by
the Engineer, prevent the sod from sliding by means of wooden pegs driven through the sod blocks
II into firm earth, at suitable intervals. Sod shall be placed in rows at right angles to slope.
904-4.2 FERTILIZER. Fertilizer shall be surface applied to newly installed sod with a
or mechanical spreading device capable of uniformly distributing the fertilizer at the above-specified
rates. Fertilizer for sodded areas, a commercial granular fertilizer containing 16 percent nitrogen, 4
percent phosphorous and 8 percent potassium. Fertilizers shall be applied at the following rate:
■ Eighteen (18) pounds per 1,000 square feet of sod
011111V.Fertilizer shall be applied as a top dressing only and shall not be mixed in with the
baekfilhmaterial at time of installation. The Contractor shall apply fertilizers at time of installation
and 90 days after installation at the rates stated above.
904-4.3 WATER. Water for sod establishment may be obtained from any approved municipal
water system. In the event that an approved municipal water system is not available, water for
establishment of all sod material shall be supplied by the Contractor. The water shall be free of
excess and harmful chemicals, acids, alkalis, or any substance that might be harmful to plant growth
or obnoxious to traffic. Salt water shall not be used. Apply water per the following recommended
schedule and application rates:
1. Suggested Watering Schedule:
a. ;First three (3) weeks — Five (5) times per week (daily except for
weekends).
b. Second five (5) weeks Two (2) times per week.
c. Third five (5) weeks - One (1) time per week.
2.' iigesf7plication Rate:
" Sod— Six (6) gallons per square yard per application.
3. Suggested watering requirements during the remainder of the establishment period
shall he as necessary to ensure the health and vigor of the sod material for the
duration of the establishment period.
• 4. In the event that City and/or County emergency water restrictions are in effect for
the duration of the project,then the use .of reclaimed water will be permitted at the
same schedule. If sufficient quantity of reclaimed (non-potable) water is
unavailable:,;then the Contractor shall water to the maximum allowed by the water
Key West International Airport I, 904 2 February 2008
Runway Safety Area Improvements
4
restrictions. Sod installation shall be scheduled on days allowed for irrigation with
potable sources of water. The Contractor is to obtain all necessary permits required
for the use of reclaimed water on the project. Application rates for reclaimed water
shall be the same as potable water application rates.
CONSTRUCTION METHODS
904-5.1 . GENERAL. Areas to be solid, strip, or spot sodded shall be shown on the plans. Areas
requiring special ground surface preparation such as tilling and those areas in a satisfactory condition
which are to remain undisturbed shall also be shown on the plans.
Suitable equipment necessary for proper preparation of the ground surface and for the handling and
placing of all required materials shall be on hand, in good condition, and shall be approved by the
Engineer before the various operations are started. The Contractor shall demonstrate to the Engineer
before starting the various operations that the application of required materials will be made at the
specified rates.
904-5.2 PREPARING THE GROUND SURFACE. After grading of areas has been completed
and before applying fertilizer and limestone, areas to be sodded shall be raked or otherwise cleared of
stones larger than 2 inches (50 mm) in any diameter, sticks, stumps, and other debris which might
interfere with sodding, growth of grasses, or subsequent maintenance of grass-covered areas. If.any
damage by erosion or other causes occurs after grading of areas and before beginning the application
of fertilizer and ground limestone, the Contractor shall repair such damage. This may include filling
gullies, smoothing irregularities, and repairing other incidental damage.
904-5.3 APPLYING FERTILIZER AND GROUND LIMESTONE. Following ground
surface preparation, fertilizer shall be uniformly spread. These materials shall be incorporated into
the soil to a depth of not less than 2 inches (50 mm) by discing, raking, or Other methods acceptable
to the Engineer. Any stones larger than 2 inches (50 mm) in any diameter, large clods, roots, and
other litter brought to the surface by this operation shall be removed.
904-5.4 OBTAINING AND DELIVERING SOD. After inspection and approval of the source
Of sod by the Engineer,the sod shall be cut with approved sod cutters to such a thickness that after it
has been transported and placed on the prepared bed, but before it has been compacted, it shall have a
,r uniform thickness of not less than 2 inches (50 mm). Sod sections or strips shall be cut in uniform
widths, not less than 10 inches (250 mm), and in lengths of not less than 18 inches (45 cm), but of
such length as may be readily lifted without breaking, tearing, or loss of soil. Where strips are
required, the sod must be rolled without damage with the grass folded inside. The Contractor may be
required to mow high grass before cutting sod.
,r The sod shall be transplanted within 24 hours from the time it is stripped, unless circumstances
beyond the Contractor's control make storing necessary. In such cases, sod shall be stacked, kept
moist, and protected from exposure to the air and sun and shall be kept from freezing. Sod shall be
Cut and moved only when the soil moisture conditions are such that favorable results can be
expected. Where the soil is too dry, permission to cut sod may be granted only after it has been
watered sufficiently to moisten the soil to the depth the sod is to be cut.
4
904-5.5 'LAYING SOD. Sodding shall be performed only during the seasons when satisfactory
`results can be expected. Frozensod shall not be;:used.and sod.shall not be placed upon frozen soil.
Api
Key West International Airport T-904-3 February 2008
Runway Safety Area Improvements
Sod may be transplanted during periods of drought with the approval .of the Engineer, provided the
sod bed is watered to moisten the soil to a depth of at least 4 inches (100 mm) immediately prior to
laying the sod.
The sod shall be moist and shall be placed on a moist earth bed. pitch forks shall not be used to
handle sod, and dumping from vehicles shall not be permitted. The sod shall be carefully placed by
hand, edge to edge and with staggered joints, in rows at right angles to the slopes, commencing at the
base of the area to be sodded and working upward. The sod shall immediately be pressed firmly into
contact with the sod bed by tamping or rolling with approved equipment to provide a true and even
surface, and insure knitting without displacement of the sod or deformation of the surfaces of sodded
areas. Where the sod may be displaced during sodding operations, the workmen when replacing it
shall work from ladders or treaded planks to prevent further displacement. Screened soil of good
quality shall be used to fill all cracks between sods. The quantity of the fill soil shall not cause
smothering of the grass. Where the grades are such that the flow of water will be from paved
surfaces across sodded areas, the surface of the soil in the sod after compaction shall be set
approximately 1 inch (25 mm) below the pavement edge. Where the flow will be over the sodded
areas and onto the paved surfaces around manholes and inlets, the surface of the soil in the sod after
compaction shall be placed flush with pavement edges.
On slopes steeper than 1 vertical to 2-1/2 horizontal and in v-shaped or flat-bottom ditches or gutters,
the sod shall be pegged with wooden pegs not less than 12 inches (300 mm) in length and have.,
cross-sectional area of not less than 3/4 square inch (18 square millimeter). The pegs shall be driven
flush with the surface of the sod.
904-6.1 ESTABLISHING TURF
a. General. The Contractor shall provide general care for the sodded areas as soon,*
the sod has been laid and shall continue until final inspection and acceptance of the work.
b. Protection. All sodded areas shall be protected against traffic or other usejb;
warning signs or ban-icades approved by the Engineer.
c. Mowing. The Contractor shall mow the sodded areas with approved mowing
equipment, depending upon climatic and growth conditions and the needs for mowing specific areas;
In the event that weeds or other undesirable vegetation are permitted to grow to such an extent that,
either cut or uncut, they threaten to smother the sodded species, they shall be mowed andtke
clippings raked and removed from the area.
904-7.1 REPAIRING. When the surface has become bullied or otherwise damaged during the
period covered by this contract, the affected areas shall be repaired to re-establish.the.grade and the
condition of the soil, as directed by the Engineer.
904-8.1 MAINTENANCE. Until Final Acceptance of the work and throughout the one (1) year
warranty period, the Contractor shall, at his expense, maintain the sodded areas in a satisfactory
condition. This maintenance shall include watering, edging, and the,repairing of all damaged areas
and replacing areas in which the establishment of the grass does not appear to be developing
satisfactorily. Mowing shall occur at the frequency required to maintain sod height of two (2) inches
for Bermuda soda Maximum allowable height of sod between mowing shall be four (4) inches foi
Bermuda.
y T-904-4 February West International Airport 2008
Runway Safety Area Improvements
4.r
904-9.1 FINAL INSPECTION.
• At the end of the warranty period final inspection of sod will be made by the Engineer
upon written request from the Contractor. Such a request shall be submitted to the Project Manager at
least three (3) days before the inspection is to take place. All defects discovered shall be replaced or
repaired by the Contractor prior to Final Inspection.
METHOD OF MEASUREMENT
904-10.1 This item shall be measured on the basis of the area in square yard of the surface covered
with sod and accepted.
BASIS OF PAYMENT
904-11.1 This item will be paid for on the basis of the contract unit price per square yard for
sodding, which price shall be full compensation for all labor, equipment, material, staking, and
incidentals necessary to satisfactorily complete the items as specified.
Payment will be made under:
Item T-904-11.1 Sodding Per square yard
END OF ITEM T-904
J
1
Key West International Airport T-904-5 February 2008
Runway Safety Area Improvements
1
ITEM F-162
CHAIN—LINK FENCES
it; DESCRIPTION
162-1.1 This item shall consist of furnishing and erecting a chain-link fence in accordance with these
specifications and the details shown on the plans and in conformity with the lines and grades shown on
the plans or established by the Architect/Engineer.
The Contractor shall prepare and submit fully detailed shop drawings for the fence, gates and fence
mounting on top of concrete walls, to the Architect/Engineer for approval.
MATERIALS
162-2.1 FABRIC. Chain-link fence fabric shall be Class 213 Zinc B 5% Aluminum mischmetal alloy
coated steel fabric conforming to the requirements of ASTM F1345. Fabric shall be of No. 6 gage (0.192
inch diameter coated wire) having a breaking strength of 2179 lbf for fences 8 feet or more in height and
No. 9 gauge (0.148 inch diameter coated wire) having a breaking strength of 1290 lbf for fences less than
8 feet in height, manufactured from steel wire woven in a two-inch mesh with top and bottom selvages
having a twisted and barbed finish, coated before weaving with 1.0 oz of Zn-5A1-MM, per square foot of
uncoated wire surface determined in accordance with ASTM A90 and A-817.
Where shown on the Plans, Polyvinyl Chloride (PVC) coated fabric conforming to the requirements of
ASTM F668, Class 2b shall be used.
4 162-2.2 BARBED WIRE. Barbed wire shall be 3-strand 12-1/2 gauge aluminum-coated wire with
4-point barbs and shall conform to the requirements of ASTM A585, Class II.
162-2.3 POSTS, RAILS AND BRACES. Posts, rails, and braces furnished for use in conjunction
with zinc-5% Aluminum mishmetal alloy coated steel fabric shall be of zinc-5% Aluminum mischmetal
alloy coated steel framework, or composite posts.
Line posts, rails, and braces shall,be galvanized steel pipe conforming to the recjurem n 'ASTIVI I'
7083,except that the line posts, rails,braces, and all tie wires and hardware along the full length of the
PVC coated fence fabric shall also be galvanized and PVC coated in accordance with the requirements of
Fed. Spec. RR-F-191/3.
Extension arms shall be single-piece construction; bolted together types will not be accepted;
Post, rails, and braces, with the exception of galvanized steel (Schedule 40 weight) which conform to the
requirements of ASTM F 1083, shall demonstrate the ability to withstand testing in salt spray in
wli
accordance with ASTM B 117 as follows:
External: 1,000 hours with a maximum of 5% red rust.
di Internal: 650 hours with a maximum of 5%red rust.
The dimensions of the posts, rails, and braces shall be in accordance with Tables I through VI of Fed.
Spec. RR-F-191/3.
Key West International Airport F-162-1 (Ch. 11) February 2008
Runway Safety Area Improvements
4
1
162-2.4 GATES. Gate frames shall consist of galvanized steel pipe and shall conform to the
specifications for the same material under paragraph 162-2.3. The fabric shall be of the same type
material as used in the fence.
W 162-2.5 WIRE TIES AND TENSION WIRES. Wire ties for use in conjunction with a given type
of fabric shall be of the same material and coating weight identified with the fabric type. Tension wire
shall be 7-gauge marcelled steel wire with the same coating as the fabric type and shall conform to ASTM
A 824. Tie wires andtension wires used along the full length of the PVC coated fence fabric shall also be
galvanized and PVC coated.
All material shall conform to Fed. Spec. RR-F-191/4.
162-2.6 MISCELLANEOUS FITTINGS AND HARDWARE. Miscellaneous steel fittings and
hardware for use with zinc-5% aluminum-mischmetal alloy-coated steel fabric shall be of commercial
grade steel or better quality, wrought or cast as appropriate to the article, and sufficient in strength to
provide a balanced design when used in conjunction with fabric posts, and wires of the quality specified
herein. Barbed wire support arms shall withstand a load of 250 pounds applied vertically to the outermost
end of the arm.
Anchor bolts, nuts and washers used for the installation of fence posts on top of concrete walls or barriers
shall be fabricated from carbon steel and shall be hot dip galvanized, meeting the requirements of ASTM
A307.
162-2.7 CONCRETE. Concrete shall be of a commercial grade with a minimum 28-day
compressive strength of 3,400 psi meeting the requirements of Section P-610.
r 162-2.8 MARKING. Each roll of fabric shall carry a tag showing the kind of base metal (steel,
aluminum, or aluminum alloy number), kind of coating, the gauge of the wire, the length of fencing in the
roll, and the name of the manufacturer. Posts, wire, and other fittings shall be identified as to
rmanufacturer, kind of base metal (steel, aluminum, or aluminum alloy number), and kind of coating.
CONSTRUCTION METHODS
162-3.1 CLEARING FENCE LINE. All trees, brush, stumps, logs, and other debris which would
interfere with the proper construction of the fence in the required location shall be removed a minimum
width of 2 feet on each side of the fence centerline before starting fencing operations. The cost of
removing and disposing of the material shall not constitute a pay item and shall be considered incidental
to fence construction.
162-3.2 INSTALLING POSTS. All posts shall be set in concrete at the required dimension and
depth and at the spacing shown on the plans..Posts shall be spaced not more than l0.feet apart as shown
on the Plans, and shall be set plumb in full cylindrical concrete foundations in the ground to a minimum
depth of 3 feet with an additional 4 inches of concrete under the post. Diameter of the foundation shall be
not less than four times the outside diameter.of the post not Jess than 12 inches.
The concrete shall be thoroughly compacted around the posts by tamping or vibrating and shall have a
smooth finish approximately 2 inches higher than the ground and sloped to drain away from the posts. All
posts shall be set plumb and to the required grade and alignment. No materials shall be installed on the
posts, nor shall the posts be disturbed in any manner within 7 days after the individual post footing is
completed.
Keyea
West International Airport F-162-2(Ch.
rp 11) February 2008
Runway Safety Area Improvements
■
Should rock be encountered at a depth less than the planned footing depth, a hole 2 inches larger than the
greatest dimension of the posts shall be drilled to a depth of 12 inches. After the posts are set, the
remainder of the drilled hole shall be filled with grout, composed of one part Portland cement and two
di parts mortar sand. Any remaining space above the rock shall be filled with concrete in the manner
described above.
In lieu of drilling, the rock may be excavated to the required footing depth. No extra compensation shall
be made for rock excavation.
Posts to be mounted on top of the concrete Jersey barrier and retaining walls shall be installed as shown
on the Plans, or at the Contractor's option shall be set in pre-set sleeves and the annular space shall be
filled with an approved non-shrink grout, that will not react with the posts material. The PVC coating
shall be removed from that portion of the posts to be embedded in concrete or mortar to enhance the bond
between the posts and concrete.
162-3.3 INSTALLING TOP RAILS. The top rail shall be continuous and shall pass through the
post tops. The coupling used to join the top rail lengths shall allow for expansion.
162-3.4 INSTALLING BRACES. Horizontal brace rails, with diagonal truss rods and turnbuckles,
shall be installed at all terminal and gate posts.
4
162-3.5 INSTALLING FABRIC. The wire fabric shall be firmly attached to the posts and braced in
the manner shown on the plans. All wire shall be stretched taut and shall be installed to the required
elevations. The fence shall generally follow the contour of the ground, with the bottom of the fence fabric
no less than 1 inch or more than 4 inches from the ground surface. Grading shall be performed where
necessary to provide a neat appearance.
At locations of small natural swales or drainage ditches and where it is not practical to have the fence
-+ conform to the general contour of the ground surface, longer posts may be used and multiple strands of
barbed wire stretched thereon to span the opening below the fence. The vertical clearance between
strands of barbed wire shall be 6 inches or less.
162-3.6 ELECTRICAL GROUNDS. Electrical grounds shall be constructed at 500-foot intervals
and where a power line passes over the fence. The ground shall be installed directly below the point of
crossing. The ground shall be accomplished with a copper clad steel rod 10 feet long and a minimum of
3/4 inch in diameter driven vertically until the top is 6 inches below the ground surface. A No. 6 solid
copper conductor shall be clamped to the rod and to the fence in such a manner that each element of the
fence is grounded. All gates shall be grounded. Each gate post shall be grounded with a #6 A. V.G.
BSDC Conductor to a separate driven 10 foot long 3/4 inch diameter copper clad ground rod driven so its
top is a minimum 1 foot below finished grade. Conductor shall be attached to gate post and ground rod
with "U" bolt type ground clamps. Each leaf of metal gate shall have braided flexible copper strap (O.Z.
Manufacturing Co. No. FB-100-05-1 or approved equal) bolted to gate leaf and to gate post with``U" bolt
type grounding clamp. Installation of ground rods shall not constitute a pay item and shall be considered
incidental to fence construction.
162-3.7 INSTALLING GATES. The gates shall be hung on gate fittings. The lower hinge(ball and
socket type) shall be placed on top of the concrete footing in which the gate post is set; the concrete in the
footing shall extend up to the bottom of the lower hinge. .The sockets for the cane or foot bolts shall be
set in concrete so that plunger pin will fit perfectly in the,socket when the gate is in a closed position.
Gates shall be erected to sliding in the direction indicated and shall be provided with gate stops.
Key West International Airport F-162-3(Ch. 11) February 2008
Runway Safety Area Improvements
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All gates shall be properly braced to eliminate any possible sagging condition. All gates shall be
equipped with a positive type-latching device with a means for pad-locking. All drive gates shall be
equipped with center plunger rods, catch and semi-automatic outer catches to secure gates in open
position.
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METHOD OF MEASUREMENT
al 162-4.1 Chain-link fence will be measured for payment by the linear foot. Measurement will be along
the top of the fence from center to center of end posts, excluding the length occupied by gate openings.
Gates will be measured as complete units.
ii.j
BASIS OF PAYMENT
yii 162-5.1 Payment for chain-link fence will be made at the contract unit price per linear foot. Payment
for driveway or walkway gates will be made at the contract unit price for each gate.
The price shall be full compensation for furnishing all materials, and for all preparation, erection, and
installation of these materials, and for all labor equipment, tools, and incidentals necessary to complete
the item.
Payment will be made under:
Item F=162-5.1 Chain-Link Fence(7'+1') `' ' ` `p'er linear foot
MATERIAL REQUIREMENTS
ill
ASTM A 121 Zinc-coated (Galvanized) Steel Barbed Wire
1
iiii ASTM A 123 Zinc (Hot Galvanized)Coatings on Products Fabricated from
Rolled, Pressed, and Forged Steel Shapes, Plates,Bars, and Strip
di ASTM A 153 Zinc Coating(Hot-Dip)on Iron and Steel Hardware
ASTM A 392 Zinc-coated Steel Chain Link Fence Fabric
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ASTM A 446 Specification for Steel Sheet,Zinc-Coated(Galvanized)by the
Hot-Dip Process,Structural(Physical)Quality
di
ASTM A 491 Aluminum-coated Steel Chain Link Fence Fabric
1 ASTM A 570 Hot-Rolled Carbon Steel Sheet and Strip Structural Quality
ASTM A 572 High-Strength Low-Alloy Columbium-Vanadium Steels
of Structural Quality
ASTM A 585 Aluminum-Coated Steel Barbed Wire
ASTM A 824 Metallic-Coated Steel Marcelled Tension Wire for Use With
Chain Link Fence
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Key West International Airport F-162-4(Ch. 11) February 2008
Runway Safety Area Improvements
ASTM A 569
ASTM B 117
ASTM B 221
ASTM F 668
ASTM F 1043
ASTM F 1083
ASTM F 1183
ASTM F 1234
ASTM F 1345
ASTM G 23
ASTM G 26
ASTM G 53
Fed. Spec.
RR-F-191/3
Fed. Spec.
RR-F-191/4
MDAD Standard
Spec's P-610
Steel Carbon (0.15 maximum percent) Hot Rolled Sheet and
Strip Commercial Quality
Standard Test Method of Salt Spray (Fog) Testing
Aluminum-Alloy Extruded Bars, Rods, Wire Shapes and Tubes
Poly(vinyl Chloride)(PVC)-Coated Steel Chain-Link Fence
Strength and Protective Coatings on Metal Industrial Chain Link
Fence Framework
Pipe, Steel, Hot-Dipped Zinc-coated (galvanized) Welded, for
Fence Structures
Aluminum Alloy Chain Link Fence Fabric
Protective Coatings on Steel Framework for Fences
Fence Fabric
Operating Light-Exposure Apparatus (Carbon-Arc Type) With
and Without Water for Exposure of Nonmetallic Materials
Operating Light-Exposure Apparatus (Xenon-Arc Type) With
and Without Water for Exposure of Nonmetallic Materials
Operating Light-and Water-Exposure Apparatus (Fluorescent
UV -Condensation Type) for Exposure of Nonmetallic Materials
Fencing, Wire and Post, Metal (Chain-Link Fence Posts, Top
Rails and Braces)
Fencing, Wire and Post, Metal (Chain-Link Fence Accessories)
Structural Portland Cement Concrete
END OF ITEM F-162
Key West International Airport
February 2008
Runway Safety Area Improvements
F-162-5 (Ch. 11)