SOLICITATIONpaving.pdf

0010641604-0001

1. Bidders must complete and return the SF 1442 Front and Back (2 pages), Section B (Bid Price Schedule), and Section K (Reps and Certs) by date/time specified in Block 13A of the SF 1442. FAX w ill not be accepted.

2. Offeror must acknow ledge receipt of all amendments by giving number and date as required in block 19.

3. Bids and Bid Amendments shall be submitted in sealed envelopes or packages and show solicitation number, date, and time of closing.

Please enter your CAGE code, Tax ID (TIN) & DUNS in Block 14 of Page 2.

4. The government intends to aw ard an IDIQ Paving contract for this Solicitation. The project is set aside for 100% HUBZone.

5. A Bid guarantee is required for this solicitation.

6.The Magnitude of this project is betw een $5,000,000 - $10,000,000.

7. Hard Copy of the bid and electronic copy on CD shall be hand delivered or mailed to the address in Block 7. The envelope shall be marked IAW FAR Clause 52.214-5 and ATTN Sebrena M. Butler/Mary L. Hightow er

8. The Statement of Work and Draw ings: FS-3765/H-1880 for this project are attached.

9. Contractors must be registered in the Central Contractor Registration Database now know n as System for Aw ard Management (SAM.gov) under NAICS Code 237310. See FAR 52.204-7 and FAR 52.204-8.

X

SEBRENA BUTLER 912-767-5296

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

01-Jun-2015

(RFP)

(IFB)

CALL:

IDIQ Paving

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________365 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________52.211-10

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________23 Jul 2015 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee X is, is not required.

C. All of fers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______60 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

MICC, FORT STEWART

MICC-FORT STEWART

976 WILLIAM H WILSON AVE SUITE 100

FORT STEWART GA 31314

W9124M

PAGE OF PAGES

1 OF

CODE W9124M

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

MICC, FORT STEWART F10156

ATTN SEBRENA BUTLER

EMAIL: SEBRENA.M.BUTLER.CIV@MAIL.MIL

912-767-5296

FORT STEWART GA 31314

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

WG-141-4J

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX:TEL: 912-767-8420 TEL: 912-767-5296 FAX:

W9124M-15-B-0006 245

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specified below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

W9124M-15-B-0006

Section A - Solicitation/Contract Form

NOTICE TO BIDDERS

1. Bid shall be submitted in sufficient detail to allow for analysis of fairness and reasonableness. As a minimum work should be broken out into the catagories provided in Attachment A.

2. INSTALLATION ACCESS CONTROL REQUIREMENTS (17 Mar 08), the building number has changed from 253 to 226, phone number 912-767-5195 for more information.

3. COMMERCIAL VEHICLE ACCESS TO FORT STEWART AND HUNTER ARMY AIRFIELD

a. These instructions apply for vehicle access to Fort Stewart and Hunter Army Airfield (henceforth referred to as FS and HAAF). Procedures for commercial vehicle access to FS and HAAF are subject to change without prior notice.

b. Unless the contractor voluntarily participates in the RAPIDGate® Program (see the paragraph entitled Identification Of Contractor's Employees – RAPIDGate® Program), commercial vehicle access to FS -will be allowed only at a Gate 7/7C (15th Street) and HAAF – will be allowed only at Montgomery Gate (Duncan Rd) Commercial Vehicle Inspection Point (CVIP). Both of these gates are operational 24hrs, 7 days a week, 7C is operational Monday through Friday 0500 – 1700 (Closed Weekends and Federal Holidays). All gate hours are subject to change without notice because of Force Protection Conditions.

Commercial Vehicle Gates are typically closed on weekends (Saturdays and Sundays) and federal holidays. All commercial vehicles will be inspected. The contractor should anticipate delays in getting commercial vehicles on post. The contractor must also allow additional time for commercial vehicles to reach their destination by driving through FS or HAAF. If the commercial vehicle is carrying a load of cement or hot asphalt for delivery, the driver shall notify the gate guard as soon as possible and request that the vehicle be given priority for being searched; however, the Government does not guarantee that the vehicle will be given priority.

On weekends large vehicles (needing greater than 12'-5" clearance) will require a time stamped "searched" label to gain access to FS and HAAF. The driver will receive a briefing on proper procedures and a "searched" label.

The contractor shall ensure that its drivers, including drivers of subcontractors at any tier, comply with the procedures as explained to them for access to FS or HAAF.

c. If the contractor participates in the RAPIDGate® Program, contractor vehicles may enter the installation through any RAPIDGate® lane except at Force Protection Level Charlie or Delta. During Force Protection Level Charlie or Delta, all contractor vehicles must enter through a CVIP. All passengers in the contractor vehicle must have a RAPIDGate® identification card.

RAPIDGate® is valid at:

FS

Gate 1 – 24 / 7 Gate 2 – 0500 – 1730 Gate 3 – 0500 – 2100 (Sun – Sat) Gate 5 – 24 / 7 Gate 7 – 24 / 7 Gate 7C – 0500 – 1700 (M – F) Closed Weekends and Federal Holidays

Gate 8 – 0500 – 2100 (Sun – Sat) Gate 9 – 24 / 7

HAAF

Montgomery Gate – 24 / 7

Wilson Gate – 0500 – 2100 (Sun

– Sat)

Rio Gate – 24 / 7

d. If the RAPIDGate® Program is terminated for any reason, the contractor will be allowed access only through the 7 and 7C, FS and Montgomery Gate, HAAF.

7. IDENTIFICATION OF CONTRACTOR'S EMPLOYEES – RAPIDGATE® PROGRAM

a. These instructions apply for vehicle access to Fort Stewart and Hunter Army Airfield (henceforth referred to as FS and HAAF). Procedures for commercial vehicle access to FS and HAAF are subject to change without prior notice.

b. Each employee who requires access to FS and HAAF to perform work under any contract, at any tier, must obtain either a RAPIDGate® identification badge or a visitor’s pass to obtain access.

(1) A RAPIDGate® identification badge will only be issued to an employee, at any tier, if the employee requires access more than twice per week. A RAPIDGate® identification badge will only be issued to contractor employees if the contractor participates in the RAPIDGate® Program. The RAPIDGate® Program is a voluntary program. Companies must be listed on the Contractors Authorized List (CAL).

(2) Contractor employees, at any tier, who require access twice per week or less often or who do not participate in the RAPIDGate® Program shall obtain a visitor’s pass at a FS and HAAF at a Commercial Vehicle Inspection Point. The visitor’s pass can be issued for a maximum of 30 days at a time. Companies must be listed on the CAL and employees obtaining a pass must be sponsored.

Only those company employees listed on the CAL may sponsor other employees. Employees may also be sponsored by a military ID Cardholder associated with the contract.

c. The contractor shall provide information as required by the RAPIDGate® Program Contractor (RPC) to enable the RAPIDGate® Program contractor to conduct a criminal history background check (CHBC) on contractor employees who are to have access. The contractor is responsible for paying the RPC the fee per employee for conducting the CHBC and issuing the RAPIDGate® identification card. If the CHBC is not adverse, a RAPIDGate® identification badge will be issued by the RPC to the contractor employee. If the CHBC is adverse, the RPC is prohibited from issuing a RAPIDGate® identification badge to the contractor employee. If a RAPIDGate® identification badge is denied for any reason, the contractor employee may only enter the installation by obtaining a visitor’s pass; however, if the contractor employee does not meet the criteria for being issued a RAPIDGate® identification badge, the Government may, at its sole discretion, decide not to issue a visitor’s pass to the contractor employee.

d. If an employee no longer needs an identification badge for any reason (e.g., quits his/her job or no longer performs work under the contract), the contractor shall return the identification badge to the FS and HAAF within two (2) calendar days of such change. If the identification badge cannot be returned within the required time frame for any reason, the contractor shall immediately notify both the RPC and the Visitor Center verbally, followed up in writing the next work day. Email notification is authorized. An employee’s inability to obtain entrance to a Government installation because he/she does not have the required identification badge or visitor’s pass shall not excuse timely performance of the requirements of this contract. Badges are currently issued at the FS Registration Office, Bldg 226. The Government may change the location at which identification badges are issued or returned, with or without advance notice to the contractor. Any such changes shall not be a basis for adjusting the contract price under any clause of this contract.

e. RAPIDGate® identification badges shall not be reproduced or copied by the contractor, its subcontractors, or their employees. If an employee’s identification badge is lost, stolen, or reproduced, the contractor shall verbally report the loss, theft, or reproduction to both the RPC and the Registration Office on the day such loss, theft, or reproduction is discovered, followed by a written report of the circumstances to both the RPC and the Visitor Center within one (1) calendar day after the loss, theft, or reproduction is discovered.

f. Each contractor employee shall wear the RAPIDGate® identification badge while performing work under the contract. The identification badge shall be worn on the upper front of the outer garment unless precluded by OSHA regulation(s). The identification badge shall not be used for access to any Government installation except for performance of work under the contract for which it was issued.

g. The contractor shall, upon expiration or termination of the contract, collect all identification badges and turn them in to the COR.

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job IDIQ Paving Contract

FFP

IDIQ Paving Contract The work covered by this contract consists of furnishing all plant, labor, materials and performing all operations required in connection with IDIQ Pavement Contract for Fort Stewart and Hunter AAF.

FOB: Destination

PURCHASE REQUEST NUMBER: 0010641604-0001

NET AMT

BID SCHEDULE LINE ITEM

BID SCHEDULE LINE ITEM

Bid Schedule Line items are based on:

a) Unit prices are for complete and in-place construction and include all labor, equipment and material required to complete the task as described in the Technical Requirements.

b) Unit Prices include delivery, unloading and storing materials, tools and equipment on site;

moving, materials, tools and equipment from storage area or truck and within 125’ to reach the site.

c) Unit prices for imported materials (aggregate, sand, soil, etc.) include delivery up to 15 miles from the closest approved source.

d) Unit prices include all fasteners such as anchor bolts, lag bolts, screws, adhesive, wedge anchors, expansion bolts, roofing clips (excluding hurricane clips) that are required.

e) Unit prices include testing, calibration, balancing and the like required to ensure proper installation, construction and performance (e.g. compaction test for backfill, hydrostatic testing, soaping of joints, others as required). Use of owner supplied materials, equipment or tying into existing equipment/piping may justify testing, balancing, etc.

f) Unit prices for demolition include all labor, equipment and material required for the complete removal of the required items; clean-up of the area; and transferring within 125' of the site into a truck or dumpster for debris or to a designated area for owner requested items.

g) The description "replace" includes the demolition of the existing item and the installation of the new item.

BID PRICE LINE ITEM

IDIQ PAVEMENT BID SCHEDULE-

BASE YEAR

ITEM DESCRIPTION QTY U/M

U/P

AMOU

NT

ENGINEERING AND LAYOUT

0001 Provide Engineering and Survey Layout Support 150 MH

TRAFFIC CONTROL

0002 Maintain Two Way Traffic System on Two Lane Highway 5 Day

0003 Maintain One Way Traffic System on Two Lane Highway ( Up to 3000 LF of Roadway) 10 Day

0004 Provide Portable Changeable Message Board (LED) 50 Day

0005 Provide Pilot Vehicle 5 Day

0006 Provide Temporary Signage for Detour Requirements (Cost Per Sign SF Weekly Rental) 300 SF

Provide Type 3 Barricades - 3 Panel x 8' Length (Costs per Weekly Rental Each 3 Panel Section) 100 Ea

0008 Provide and Install Temporary Chain Link Fence and Gates Around Site 1000 LF

EROSION CONTROL

0009 Provide and Install Silt Fence Type Sd1-A 250 LF

0010 Provide and Install Silt Fence Type Sd1-C 500 LF

0011 Provide Material and Construction Exit (Co) 5 EA

0012 Provide and Install Inlet Sediment Trap (Sd2) 10 EA

0013 Provide and Install Curb Inlet Filter (Pig in Blanket) 25 LF

0014 Provide and Install Tree Protection (Orange Fence) 100 LF

0015 Provide and Install Rip Rap 100 TON

0016 Provide and Establish Grass (Hydroseed)- Bahiagrass Mix- Thousand Square Foot 100 MSF

0017 Provide and Establish Grass (Hydroseed)- Native Grass Mix-Thousand Square Foot 100 MSF

0018 Provide and Install Centipede Sod (Block) 500 SF

0019 Provide and Install Centipede Sod (Roll) 500 SF

0020 Provide and Install Install Tif419 (Block) 2500 SF

0021 Provide and Install Tif419 (Roll)

0 SF

0022 Provide and Install TifGRAND (Block) 2500 SF

0023 Provide and Install TifGRAND (Roll)

0 SF

0024 Provide and Install Temporary Erosion Control Blanket (Mb) 500 SF

0025 Provide and Install Permanent Erosion Control Blanket (Mb) 500 SF

0026 Provide Water Montoring Per Site Requiring Notice of Intent (NOI) 5 Mont h

SELECTIVE TREE REMOVAL , CLEARING, GRUBBING AND CHIPPING

INCLUDES REMOVAL, HAULING AND MATERIAL DISPOSAL

0027 Clear and Grub - Tree 6" to 12", Includes Stump Removal 25 EA

0028 Clear and Grub - Tree 12" to 24", Includes Stump Removal 25 EA

0029 Clear and Grub - Tree 24" to 36", Includes Stump Removal 25 EA

0030 Clear and Grub - Tree Over 36", Includes Stump Removal 25 EA

0031 Clear and Grub Existing Stump Up to 12" Diameter (No Tree Removal) 10 EA

0032 Clear and Grub Existing Stump Over 12" Diameter (No Tree Removal) 10 EA

0033 Clear and Grub Area With Trees 6" Diameter or Less 10 Acre

0034 Clear and Grub Area With Trees Up to 12" Diameter 10 Acre

0035 Grind/Chip Tree Stumps Up to 12" Diameter, 8" Deep 15 EA

0036 Grind/Chip Tree Stumps Up to 13" to 24" Diameter, 8" Deep 15 EA

0037 Grind/Chip Tree Stump Greater than 24" Diameter, 8" Deep 15 EA

DEMOLITION - INCLUDES REMOVAL, HAULING AND DISPOSAL OF MATERIAL

0038 Remove Asphalt Paving Up to 6" Thick 2500 SY

0039 Remove Asphalt Paving Over 6" Thick 500 SY

0040 Remove Curb and Gutter 200 LF

0041 Remove Unreiforced Concrete 100 CY

0042 Remove Reinforced Concrete 100 CY

0043 Remove Concrete Sidewalk 500 SY

0044 Mill Asphalt Up to 3" (Under 5,000 SY on One Order) 5000 SY

0045 Mill Asphalt Up to 3" (Over 5,000 SY on One Order)

0 SY

0046 Mill Asphalt from 3" to 4" Thick

0 SY

0047 Remove Existing Stone Base 500 CY

0048 Remove Concrete Pipe Under 24" Diameter 500 LF

0049 Remove Concrete Pipe Over 24" Diameter 500 LF

0050 Remove Metal Pipe Under 24" Diameter 500 LF

0051 Remove Metal Pipe Over 24" Diameter 500 LF

0052 Remove Guardrail (Complete) 100 LF

0053 Remove Guardrail End Section (Complete) 4 EA

0054 Remove Manhole/Drop Inlet (Up to 5' Deep) 5 EA

0055 Saw Cut Concrete ( Up to 4" Thick) 150 LF

0056 Saw Cut Each Additional Inch in Depth 100 LF

0057 Saw Cut Asphalt (Up to 3" Thick) 500 LF

0058 Saw Cut Each Additional Inch in Depth 100 LF

0059 Remove Rubber From Airfield Pavement Surfaces

0 SF

0060 Remove Paint From Airfield Pavement Surfaces 5000 SF

0061 Remove Painted Pavement Marking From Roadways 250 SF

0062 Remove Thermoplastic Pavement Marking 2500 SF

0063 Remove Existing and Install New Fire Hydrant (Including New Valve and Pipe to Valve) 5 EA

EARTHWORK

0064 Excavate (On Site Excavation- Spread or Reused on Site) 2500 CY

Excavate and Haul Soil - Government Furnished Borrow Material (10 Mile Job Site Radius) Ft. Stewart 2500 CY

0066 Provide and Haul Soil for Ft. Stewart Projects - Contractor Furnished Borrow Material 2500 CY

0067 Provide and Haul Soil for Hunter AAF Projects - Contractor Furnished Borrow Material 2500 CY

0068 Fine Grade (Hand Work) For Grassing 5000 SY

Backfill and Compact Common Areas (Provide and Haul Material will be Paid Under Another Bid Item) 2500 CY

Backfill and Compact Roadbed (Provide and Haul Material Will be Paid Under Another Bid Item) 2500 CY

Backfill and Grade Shoulders (Provide and Haul Material Will be Paid Under Another Bid Item) 2500 CY

0072 Till or Disk Harrow Soil, 4" Deep or Less 500 SY

0073 Provide and Install Tensar TX-160 Geogrid or Equal (Less than 5,000 SY on One Order) 1500 SY

0074 Provide and Install Tensar TX-160 Geogrid or Equal (Greater than 5,000 SY on One Order) 2500 SY

0075 Provide and Install Tensar TX-140 Geogrid or Equal (Less than 10,000 SY on One Order)

0 SY

0076 Provide and Install Tensar TX-140 Geogrid or Equal (Greater than 10,000 SY on One Order)

0 SY

0077 Provide and Install Geotextile Material 500 SY

CONCRETE WORK (INCLUDES FORM WORK)

0078 Provide and Install 24" Curb and Gutter (Straight) 500 LF

0079 Provide and Install 24" Curb and Gutter (Radius) 200 LF

0080 Provide and Install 30" Curb and Gutter (Straight) 100 LF

0081 Provide and Install 30" Curb and Gutter (Radius) 100 LF

0082 Provide and Install Header Curb 100 LF

0083 Provide and Place 4" Thick Concrete Slab - 3500 PSI 500 SY

0084 Provide and Additional Cost for Thicken Edge (4" Slab) - 3500 PSI 750 LF

0085 Provide and Place 6" Thick Concrete Slab - 3500 PSI 500 SY

0086 Provide and Additional Cost for Thicken Edge (6 Slab) - 3500 PSI 1000 LF

0087 Provide and Place 8" Thick Concrete Slab - 700 FLEX 500 SY

0088 Provide and Additional Cost for Thicken Edge (8" Slab) - 700 FLEX 2000 LF

0089 Provide and Place 10" Thick Concrete Slab - 700 FLEX 1000 SY

0090 Provide and Additional Cost for Thicken Edge (10" Slab) - 700 FLEX 2000 LF

0091 Provide and Place 15" Thick Concrete Slab - 700 FLEX 1500 SY

0092 Provide and Additional Cost for Thicken Edge (15" Slab) - 700 FLEX 2000 LF

0093 Provide and Place 3500 PSI Concrete 50 CY

0094 Provide and Place 700 Flex Concrete 50 CY

0095 Provide and Add Synthetic Fiber Reinforcement to Concrete (1 1/2 LB per CY) 50 CY

0096 Provide and Add High Earlier Strength to Concrete 50 CY

0097 Provide and Place Flowable Fill Material 100 CY

0098 Provide and Place Slab Reinforcement WWF 6x6-W1.4 x W1.4 500 SF

0099 Provide and Place Slab Reinforcement WWF 6x6-W4 x W4 1000 SF

0100 Provide and Place Slab Reinforcement WWF 4x4-W4 x W4 1000 SF

0101 Provide and Install 5/8" Diameter Dowel x 16" Long 100 EA

0102 Provide and Install 1" Diameter Dowel x 16" Long 100 EA

0103 Provide and Install Bar Reinforcement 2500 LB

0104 Clean Existing Joint and Reseal Joint Up to 1" Wide in Concrete 5000 LF

0105 Clean Existing Joint and Reseal Joint Over 1" Wide in Concrete 1000 LF

0106 Remove, Reface by Sawcut, and Install Sealant in Concrete Joint Up to 1" Wide 1000 LF

0107 Remove, Reface by Sawcut, and Install Sealant in Concrete Joint Over 1" Wide 1000 LF

0108 Saw Cut and Seal Crack in Concrete Up to 1" Wide 5000 LF

0109 Spall Repair in Concrete 1000 SF

0110 Sawcut Existing Dowel in Existing Concrete Slab 100 EA

0111 Provide and Install 1/4" Epansion Joint 100 LF

0112 Provide and Install 1/2" Expansion Joint 500 LF

0113 Provide and Install 1" Expansion Joint 1500 LF

0114 Drill, Provide and Install New Dowel 3/4" to 1" in Existing Slab 100 EA

0115 New Joints in Concrete -Saw Cut and Seal New Joints 2000 LF

0116 Provide Hericide and Treat Joints in Concrete or Asphalt (Up to 1" Wide) 5000 LF

0117 Provide Hericide and Treat Ground Area 5000 SF

0118 Provide and Install 4" Thick Sidewalk - 3500 PSI 250 SY

0119 Provide and Install Handicap Access Ramp 100 SY

0120 Provide and Install ADA Detectable Warning Tile (2' x 4') 25 EA

STORM DRAINAGE

0121 Provide and Install 12" Diameter - Reinforced Concrete Pipe 100 LF

0122 Provide and Install 15" Diameter - Reinforced Concrete Pipe 200 LF

0123 Provide and Install 18" Diameter - Reinforced Concrete Pipe 250 LF

0124 Provide and Install 24" Diameter - Reinforced Concrete Pipe 400 LF

0125 Provide and Install 30" Diameter - Reinforced Concrete Pipe 300 LF

0126 Provide and Install 36" Diameter - Reinforced Concrete Pipe 200 LF

0127 Provide and Install 42" Diameter - Reinforced Concrete Pipe 200 LF

0128 Provide and Install 48" Diameter - Reinforced Concrete Pipe 100 LF

0129 Provide and Install 54" Diameter - Reinforced Concrete Pipe 60 LF

0130 Provide and Install 60" Diameter - Reinforced Concrete Pipe 60 LF

0131 Provide and Install 12" Flared End Section - Concrete 10 EA

0132 Provide and Install 15" Flared End Section - Concrete 10 EA

0133 Provide and Install 18" Flared End Section - Concrete 10 EA

0134 Provide and Install 24" Flared End Section - Concrete 10 EA

0135 Provide and Install 30" Flared End Section - Concrete 10 EA

0136 Provide and Install 36" Flared End Section - Concrete 10 EA

0137 Provide and Install 42" Flared End Section - Concrete 10 EA

0138 Provide and Install 14"x 23" Elliptical Concrete Pipe (18" Equivalent Dia.) 100 LF

0139 Provide and Install 19"x 30" Elliptical Concrete Pipe ( 24" Equivalent Dia.) 100 LF

0140 Provide and Install 24"x 38" Elliptical Concrete Pipe ( 30" Equivalent Dia.) 100 LF

0141 Provide and Install 29"x 45" Elliptical Concrete Pipe ( 36" Equivalent Dia.) 100 LF

0142 Provide and Install 34"x 53" Elliptical Concrete Pipe ( 42" Equivalent Dia.) 100 LF

0143 Provide and Install 14" x 23" Elliptical Flared End Section - Concrete 10 EA

0144 Provide and Install 19" x 30" Elliptical Flared End Section - Concrete 10 EA

0145 Provide and Install 24" x 38" Elliptical Flared End Section - Concrete 10 EA

0146 Provide and Install 29" x 45" Elliptical Flared End Section - Concrete 10 EA

0147 Provide and Install 34" x 53" Elliptical Flared End Section - Concrete 10 EA

0148 Provide and Install 12" Diameter - Corrugated Metal Pipe 100 LF

0149 Provide and Install 15" Diameter - Corrugated Metal Pipe 100 LF

0150 Provide and Install 18" Diameter - Corrugated Metal Pipe 100 LF

0151 Provide and Install 24" Diameter - Corrugated Metal Pipe 100 LF

0152 Provide and Install 30" Diameter - Corrugated Metal Pipe 100 LF

0153 Provide and Install 36" Diameter - Corrugated Metal Pipe 100 LF

0154 Provide and Install 42" Diameter - Corrugated Metal Pipe 100 LF

0155 Provide and Install 48" Diameter - Corrugated Metal Pipe 100 LF

0156 Provide and Install 60" Diameter - Corrugated Metal Pipe 100 LF

0157 Provide and Install 72" Diameter - Corrugated Metal Pipe 50 LF

0158 Provide and Install 12" Flared End Section - Corrugated Metal 10 EA

0159 Provide and Install 15" Flared End Section - Corrugated Metal 10 EA

0160 Provide and Install 18" Flared End Section - Corrugated Metal 10 EA

0161 Provide and Install 24" Flared End Section - Corrugated Metal 10 EA

0162 Provide and Install 30" Flared End Section - Corrugated Metal 10 EA

0163 Provide and Install 36" Flared End Section - Corrugated Metal 10 EA

0164 Provide and Install 42" Flared End Section - Corrugated Metal 6 EA

0165 Provide and Install 48" Flared End Section - Corrugated Metal 6 EA

0166 Provide and Install 60" Flared End Section - Corrugated Metal 6 EA

0167 Provide and Install 72" Flared End Section - Corrugated Metal 6 EA

0168 Provide and Install 17"x 13" Elliptical Corrated Metal Pipe (15" Equivalent Dia.) 100 LF

0169 Provide and Install 21"x 15" Elliptical Corrated Metal Pipe (18" Equivalent Dia.) 100 LF

0170 Provide and Install 28"x 20" Elliptical Corrated Metal Pipe (24" Equivalent Dia.) 100 LF

0171 Provide and Install 35"x 24" Elliptical Corrated Metal Pipe (30" Equivalent Dia.) 100 LF

0172 Provide and Install 42"x 29" Elliptical Corrated Metal Pipe (36" Equivalent Dia.) 100 LF

0173 Provide and Install 49"x 33" Elliptical Corrated Metal Pipe (42" Equivalent Dia.) 100 LF

Provide and Install 17"x 13" Elliptical Corrated Metal Pipe Flared End Section (15" Equivalent Dia.) 10 EA

Provide and Install 21"x 15" Elliptical Corrated Metal Pipe Flared End Section (18" Equivalent Dia.) 10 EA

Provide and Install 28"x 20" Elliptical Corrated Metal Pipe Flared End Section (24" Equivalent Dia.) 10 EA

Provide and Install 35"x 24" Elliptical Corrated Metal Pipe Flared End Section (30" Equivalent Dia.) 10 EA

Provide and Install 42"x 29" Elliptical Corrated Metal Pipe Flared End Section (36" Equivalent Dia.) 6 EA

Provide and Install 49"x 33" Elliptical Corrated Metal Pipe Flared End Section (42" Equivalent Dia.) 6 EA

0180 Provide and Install 6" Schedule Drain 40 PVC Pipe 30 LF

0181 Provide and Install 8" Schedule Drain 40 PVC Pipe 30 LF

0182 Provide and Install 6" Schedule 40 Metal Drain Pipe 30 LF

0183 Provide and Install 8" Schedule 40 Metal Drain Pipe 30 LF

DRAINAGE STRUCTURES

0184 Provide and Construct Headwall Type "A" 10 EA

0185 Provide and Construct Headwall Type "B" 10 EA

0186 Provide and Construct Headwall Type "C" 10 EA

0187 Provide and Construct Headwall Type "D" 10 EA

0188 Provide and Construct Headwall Type "E" 10 EA

0189 Provide and Construct Headwall Type "F" 10 EA

0190 Provide and Construct Headwall Type "G" 5 EA

0191 Provide and Construct Headwall Type "H" 5 EA

0192 Provide and Construct Headwall Type "I" 2 EA

0193 Provide and Construct Headwall Type "J" 2 EA

0194 Provide and Construct Curb Inlet With Manhole (Type A - Up to 5' Deep) 5 EA

0195 Provide and Install Additional 1' Depth to Type A Inlet 5 EA

0196 Provide and Construct Curb Inlet With Manhole (Type B- Up to 5' Deep) 5 EA

0197 Provide and Install Additional 1' Depth to Type B Inlet 5 EA

0198 Provide and Construct Curb Inlet With Manhole (Type C- Up to 5' Deep) 5 EA

0199 Provide and Install Additional 1' Depth to Type C Inlet 5 EA

0200 Provide and Install Drop Inlet (4' Depth) with Frame and Top (4'x4' Minimum Interior Size) 5 EA

0201 Provide and Install Additional 1'-0" Depth to Drop Inlet 5 EA

0202 Provide and Install Drop Inlet (4' Depth) with Frame and Top (5'x5' Minimum Interior Size) 5 EA

0203 Provide and Install Additional 1'-0" Depth to Drop Inlet 5 EA

0204 Provide and Install Drop Inlet (4' Depth) with Frame and Top (6'x6' Minimum Interior Size) 5 EA

0205 Provide and Install Additional 1'-0" Depth to Drop Inlet 5 EA

0206 Provide and Install Storm Manhole (4' Depth) with Frame and Top 5 EA

0207 Provide and Install Additional 1'-0" Depth to Man Hole 10 EA

0208 Provide and Construct Weir Inlet (4' Depth) 5 EA

0209 Provide and Install Additional 1'-0" Depth to Weir Inlet 10 EA

0210 Saw Cut and Connect to Existing Drainage Structure (Up to 24" Diameter Pipe) 10 EA

0211 Saw Cut and Connect to Existing Drainage Structure (Over 24" Diameter Pipe) 10 EA

MISCELLANEOUS CONSTRUCTION

0212 Provide and Install 4" Stone Base - Includes Hauling ,Spreading and Compaction 2000 SY

0213 Provide and Install 6" Stone Base - Includes Hauling, Spreading and Compaction

0 SY

0214 Provide and Install 8" Stone Base - Includes Hauling, Spreading and Compaction 1000 SY

0215 Provide and Install 10" Stone Base - Includes Hauling, Spreading and Compaction 500 SY

0216 Provide and Install Crusher Stone Base - Includes Hauling, Spreading and Compaction 500 Ton

0217 Scarity Existing Stone Base Up to 4" Deep 2500 SY

0218 Fine Grade Existing Stone 2500 SY

0219 Prime Existing or New Stone Base

0 SY

0220 Repair Potholes 250 SF

0221 Provide and Install Rumble Strips 4 EA

0222 Raise Existing Manhole/Inlet 11/2" Increments 25 EA

0223 Adjust Valve Box to Grade 10 EA

0224 Adjust Water Meter Box to Grade 4 EA

0225 Provide and Install Pipe Bollards 4" Bollards (Complete) 6 EA

0226 Provide and Install Pipe Bollards 6" Bollards (Complete) 6 EA

0227 Remove Existing Wheel Bumper 50 EA

0228 Reinstall Existing Wheel Bumper 50 EA

0229 Provide and Install New Concrete Wheel Bumper 50 EA

0230 Provide and Install Guard Rail 200 LF

0231 Provide and Install Type 12 Guard Rail Anchor (Complete) 4 EA

0232 Provide and Install Type 1 Guard Rail End Section (Complete) 4 EA

ASPHALT PAVEMENT- COMPLETE

Provide and Install 1 1/2" Asphalt Surface - 9.5 mm or 12.5 mm Mix (Less than 5,000 SY on One Order)

0 SY

Provide and Install 1 1/2" Asphalt Surface - 9.5 mm or 12.5 mm Mix (Greater than 5,000 SY on One Order)

0 SY

Provide and Install 2" Asphalt Surface - 9.5 mm or 12.5 mm Mix (Less than 5,000 SY on One Order)

0 SY

Provide and Install 2" Asphalt Surface- 9.5 mm or 12.5 mm Mix (Greater than 5,000 SY on One Order)

0 SY

Provide and Install 3" Asphalt Surface - 9.5 mm or 12.5 mm Mix (Less than 5,000 on One Order) 7500 SY

Provide and Install 3" Asphalt Surface- 9.5 mm or 12.5 mm Mix (Greater than 5,000 on One Order) 7500 SY

0239 Provide and Install 2" Binder - 19 mm Mix (Less than 5,000 SY on One Order)

0 SY

0240 Provide and Install 2" Binder - 19 mm Mix (Greater than 5,000 on One Order)

0 SY

0241 Provide and Install 2 1/2" Binder - 19 mm Mix (Less than 5,000 SY on One Order)

0 SY

0242 Provide and Install 2 1/2" Binder - 19 mm Mix (Greater than 5,000 SY on One Order)

0 SY

0243 Provide and Install 3" Binder - 19 mm Mix (Less than 5,000 on One Order)

0 SY

0244 Provide and Install 3" Binder - 19 mm Mix (Greater than 5,000 SY on One Order)

0 SY

0245 Provide and Install 2" Asphalt Base Material - 25 mm Mix (Greater than 5,000 on One Order)

0 SY

0246 Provide and Install 2" Asphalt Base Material - 25 mm Mix (Greater than 5,000 on One Order)

0 SY

0247 Provide and Install 3/4" Leveling 4.75 mm Mix 250 TON

0248 Provide and Seal Asphalt Pavement 5000 SY

0249 Provide Material and Seal Cracks in Asphalt Pavement (1/4" to 3/4") 1000 LF

0250 Provide Material and Seal Cracks in Asphalt Pavement (Greater than 3/4" to 2") 750 LF

0251 Provide and Install Sealant Backing Material in Joints Up to 1" Wide (Concrete or Asphalt) 5000 LF

0252 Provide and Install Sealant Backing Material in Joints Over 1" Wide (Concrete or Asphalt) 2500 LF

0253 Remove Existing Sealant from Asphalt Pavement and Reseal Joints Up to 1" Wide 5000 LF

0254 Remove Existing Sealant from Asphalt Pavement and Reseal Joints 1" to 2" Wide 2500 LF

0255 Provide and Install Speed Humps 88 LF

TRAFFIC SIGNS

0256 Remove Existing Sign and Post 50 EA

0257 Remove and Reinstall Existing Sign and Post 25 EA

0258 Provide and Install New Sign and Post (Less Than 9 SF) 250 SF

0259 Provide and Install New Sign and Post (Over 9 SF) 100 SF

0260 Provide and Install New Sign on Existing Post (Under 9 SF) 50 SF

0261 Provide and Install New Sign on Existing Post (Over 9 SF) 50 SF

PAVEMENT MARKING

0262 Provide and Install Handicap Parking Marking (Painted) 10 EA

0263 Provide and Install Handicap Parking Marking (Thermoplastic) 10 EA

0264 Provide and Install Reflective Paint Arrow (Single-Turn) 20 EA

0265 Provide and Install Reflective Paint Arrow (Double) 20 EA

0266 Provide and Install Reflective Paint Arrow (Straight) 20 EA

0267 Provide and Install Thermoplastic Paint Arrow (Single-Turn) 20 EA

0268 Provide and Install Thermoplastic Paint Arrow (Double) 20 EA

0269 Provide and Install Thermoplastic Paint Arrow (Straight) 20 EA

0270 Provide and Install Thermoplastic Paint 2500 SF

0271 Provide and Install Reflective Paint (White or Yellow) 2500 SF

0272 Provide and Install 5" Themo Paint

0 LF

0273 Provide and Install Raised Pavement Marker 50 EA

0274 Provide and Install Rail Road Crossing (Thermo) 10 EA

0275 Provide and Install Tank Trail Marking (Thermo) 10 EA

0276 Provide and Install Pavement Markings on Airfield (REFLECTIVE)

0 SF

0277 Provide and Install Pavement Markings on Airfield (NONREFLECTIVE) 5000 SF

FENCING REQUIREMENTS

0278 Remove Existing Fence Complete Up to 7' Height 500 LF

0279 Remove Existing Gate and Post Complete Up to 7' Height 100 LF

Reinstall Existing Fence Fabric and Post with 3 Strains of Barbed Wire (Includes New Concrete 500 LF

Footing - Up to 7' Height)

0281 Reinstall Existing Gate and Post-Swing (Includes New Concrete Footing) 100 LF

Provide and Install New Fence (Fabric 4' High with Top Rail and Bottom Tension Wire) Galvanized 250 LF

0283 Provide and Install Gate (Fabric Height 4') Galvanized 60 LF

Provide and Install New Fence (Fabric 4' High with Top Rail and Bottom Tension Wire) Vinyl Coated 250 LF

0285 Provide and Install Gate (Fabric Height 4') Vinyl Coated 60 LF

0286 Provide and Install New Fence (Fabric Height 6' with 3 Strains of Barbed Wire) Galvanized 1000 LF

0287 Provide and Install New Fence (Fabric Height 7' with 3 Strains of Barbed Wire) Galvanized 500 LF

Provide and Install New Fence (Fabric Height 6' With Top and Bottom Tension Wire) Galvanized 100 LF

Provide and Install New Fence (Fabric Height 7' With Top and Bottom Tension Wire) Galvanized 100 LF

0290 Provide and Install Gate (Fabric Height 6' With 3 Strains of Barbed Wire) Galvanized 100 LF

0291 Provide and Install Gate (Fabric Height 7' With 3 Strains of Barbed Wire) Galvanized 100 LF

0292 Provide and Install Gate (Fabric Height 6' Without Barbed Wire) Galvanized 100 LF

0293 Provide and Install Gate (Fabric Height 7' Without Barbed Wire) Galvanized 100 LF

0294 Provide and Install New Fence (Fabric Height 6' with Top Rail) Vinyl Coated 100 LF

Provide and Install New Fence (Fabric Height 6' With Top and Bottom Tension Wire) Vinyl Coated 100 LF

0296 Provide and Install Gate (Fabric Height 6' ) Vinyl Coated 48 LF

0297 Provide and Install Cantilever Gate With Barbed Wire 48 LF

0298 Provide and Install Cantilever Gate Without Barbed Wire 48 LF

0299 Provide and Install Ditch Crossing Single Bay Span Ditch (Up to 10' Wide x 3' Deep) 20 LF

0300 Provide and Install Ditch Crossing Double Bay Span Ditch (Up to 20' wide x 5' Deep) 20 EA

0301 Provide and Install Fence Grounding 20 EA

SIGNALIZATION OF INTERSECTIONS-

INCLUDES NEW SYSTEM PROGRAMMING REQUIREMENTS

0302 Remove Existing Signal Head 4 EA

0303 Remove and Reinstall Existing Signal Head 4 EA

0304 Reprogram Existing Signal Controller Panel at Redeisgned Intersections 8 HR

0305 Remove Existing Signal Lamp, New Lamp to be LED 5 EA

0306 Provide and Install Controller Unit, Model 2070 2 EA

0307 Provide and Install Cabinet Assembly, Model 332 (With Auxilary Output File) 2 EA

0308 Provide and Install Switch Pack 6 EA

0309 Provide and Install Loop Detector, 2-Channel 8 EA

0310 Provide and Install Loop Detector, 4-Channel 8 EA

0311 Provide and Install Conflict Monitor, Extended Features 4 EA

0312 Provide and Install DC Isolator 4 EA

0313 Provide and Install AC Isolator 4 EA

0314 Provide and Install 400 Modem 4 EA

0315 Provide and Install PC642-200 (Or Equal) Surge Protector Loop/Ped Detector Lead-In Wire 500 LF

(Shield and Twisted)

0316 Provide and Install Hayes Smart Modem (Or Equal) 2400 Baud 4 EA

0317 Provide and Install Telephone Line Dedication and Modem Hookup 4 EA

0318 Provide and Install Triplex #6 Service Wire 500 LF

0319 Provide and Install 3-Pair Signal Cable 500 LF

0320 Provide and Install 7-Conductor 1000 LF

Saw Cut Pavement, Provide and Install Loop Detection Wire (14 AWG) Includes Sealing Pavement 3000 LF

0322 Provide and Install One-Way, Three Section Aluminum Head with LED, 20 EA

Span Wire Hanger and Hardware

0323 Provide and Install One-Way, Four Section Aluminum Head with LED, 20 EA

Span Wire Hanger and Hardware

0324 Provide and Install One-Way, Five Section Aluminum Head with LED, 20 EA

Span Wire Hanger and Hardware

0325 Provide and Install Backplate for One-Way, 3-Section 12" Signal Head 20 EA

0326 Provide and Install Backplate for One-Way, 4-Section 12" Signal Head 20 EA

0327 Provide and Install Backplate for One-Way, 5-Section 12" Signal Head 20 EA

0328 Provide and Install Alumimum Pedestrian With LED Lens, Pushbutton, Sign, Aluminum Post, 4 EA

Base and Foundation

0329 Provide and Install Single Head 4 EA

0330 Provide and Install Two Head Pedestrian 4 EA

0331 Provide and Install Aluminum Pedestrian Head with LED Lens with Strand Pole Brackets for 4 EA

Strain Pole

0332 Provide and Install Mount, Push Button and Sign 4 EA

0333 Provide and Install Pull Box Type 1 6 EA

0334 Provide and Install Pull Box Type 2 6 EA

0335 Provide and Install Pull Box Type 3 6 EA

0336 Provide and Install Pull Box Type 4 5 EA

0337 Provide and Install Pull Box Type 5 5 EA

0338 Provide and Install 1" Galvanized Conduit (Includes Pull Wire) 500 LF

0339 Provide and Install 2" Galvanized Conduit (Includes Pull Wire) 500 LF

0340 Provide and Install 1" PVC Conduit (Includes Pull Wire) 500 LF

0341 Provide and Install 2" PVC Conduit (Includes Pull Wire) 500 LF

0342 Provide and Install Span Wire 3/8" 500 LF

0343 Provide and Install Steel Strain Pole with Foundation 160 LF

0344 Provide and Install Concrete Strain Pole with Foundation 160 LF

0345 Remove Existing Concrete Strain Pole 4 EA

0346 Remove Existing Steel Strain Pole 4 EA

0347 Provide and Install Direct Bore Under Roadway ( Up to 2" Conduit) 100 LF

0348 Provide and Install Span Wire Hardware 30 EA

Provide and Install Wire Mounted Traffic Signs ( Includes Cable Mounting Brackets and Hardware- 100 SF

"D" SPEC sign)

0350 Non Prepriced Items 1 LS

TOTAL

Section C - Descriptions and Specifications

STATEMENT OF WORK

TECHNICAL PROVISIONS

1. STATEMENT OF WORK:

1. GENERAL.

1.1 The work covered by this contract consists of furnishing all plant, labor, materials and performing all operations required in connection with IDIQ Pavement Contract for Fort Stewart and Hunter AAF. The work includes, but is not necessarily restricted to, the following items

1.1.2 Proper, adequate and proficient supervision shall be provided by the contractor throughout all phases of work.

1.1.3 Unless otherwise approved, the Contractor shall be permitted to do the work between the hours of 7:30 a.m. to 4:00 p.m., Monday through Friday, exclusively. Prior to the contractor performing any work during hours other than those specified, the contractor shall submit a request to the COR for approval by the Contracting Officer.

Requests shall be submitted no less than 24 hours prior to the time the contractor desires to work.

1.2 Repair and Overlay Pavement to include pot hole repair, crack repair, widening existing roads, and installing slurry seal treatments. This work may contain requirements for milling of pavement. Additional requirements for constructing, raising or repairing manholes/inlets and valves.

1.3 Constructing or replacing headwalls, sidewalks, curbs and gutters. Additional requirements for Utility road crossing repairs to include demolition and construction.

1.4 Installing reflective paint and thermoplastic paint striping, arrows, handicap markings and letters as shown. Additional requirements for removal and installing street signs and pavement markings. All work shall follow the requirements of MUTCD.

1.5 Installation of concrete and corrugated metal pipe to include excavation, backfilling and compaction.

1.6 Construct new parking lots, roadway and related drainage structures.

1.7 Remove and install fencing.

1.8 Placement of new concrete to include slabs, sidewalks and related items.

1.9 Establish grass and erosion control on job sites.

1.10 Modify existing traffic light signal system and install new traffic light signal system at intersections.

1.11 All demolition includes hauling and disposal of material. Disposal will be off the government installation.

1.12 Contractor shall inform the COR in writing 10 days before work is to begin.

1.13 Contractor shall submit a safety plan and traffic plan to the COR for approval prior to beginning work.

2. OCCUPANCY:

2.1. The areas in which the work is to be done will be occupied during the performance of work under this contract. The contractor shall not receive any additional compensation due to the condition brought about by this occupancy and usage by the Government. It shall be the contractor's responsibility to coordinate with the COR to schedule and perform his work in such a manner as to create the least possible interference with the conduct of normal activities within the areas. The contractor shall not block more than one access of the building(s) at any time, nor shall they disrupt the existing parking arrangement to any of the building (s) parking areas.

3. AS-BUILT RECORD DRAWINGS:

3.1 The Contractor shall be responsible for maintaining one set of master/record construction drawing prints on the job site on which he shall keep a neat and accurate record of all deviations from the original contract documents as the work progresses. The contractor is responsible for noting all changes and correction on these master/record construction drawing prints promptly as the changes occur in red ink(redline prints) and note date when these changes occurred, but in no case less often than on a weekly basis. The master/record construction drawing prints which are maintained in red ink shall indicate all the changes and modifications incorporated into the work as well as the following:

3.1.1 Actual locations of all subsurface and concealed utility lines, type of materials used, sizes, etc. In order that the location of these lines and appurtenances may be determined in the event the surface openings or indicators become covered or obscured, the master/record construction drawings shall show by offset dimensions to two permanently fixed surface features. Valves, splices boxes and similar appurtenances shall be located by dimensions along the utility run from a reference point. The average depth below the surface of each run shall also be recorded.

3.1.2 Any shop drawings that constitute part of the design shall be included with the record drawings.

3.2 The master/record (redline construction drawings) prints with corrections, such as field changes and contract modifications, shall be certified by the Contractor as to their correctness and submitted to the Contracting Officer’s Representative for approval. Once these provisional master/record (redline construction drawing) prints have been approved by the COR, the COR will obtain a compact disc (CD) of computer generated construction drawings from the DPW Engineering Service Division, Building 1114 at Ft. Stewart or Building 1021 at Hunter AAF, as applicable. The contractor shall then transfer all corrections from redline construction drawing prints to the compact disc (CD) of computer generated construction drawings. Corrections done shall be in McroStation “.dgn” format. The Contractor shall note on the computer generated construction drawings the words “AS-BUILT” in the revision block with the next revision number to identify any changes made. Also, revision number identification will be placed where any changes were made. The contractor shall then submit AS-BUILT compact disc (CD) of computer generated drawing and one (1) AS-BUILT hardcopy with contractor’s redline corrections to the COR to insure accuracy that all corrections made were transferred from redline construction drawing prints to AS-BUILT hardcopy prints. Once the COR approves the AS-BUILT hardcopy prints the COR will then turn over to DPW/ ESD/ Drafting section for final approval of AS-BUILT compact disc (CD) of computer generated drawings and at this time the Contractor can receive final payment.

4. ORDERING PROCEDURES:

4.1 As the need exists for performance under terms of this contract, the Contracting Officer will notify the Contractor, in writing, of an existing requirement.

4.2 Upon receipt of this notification, the contractor shall respond within 2 (two) working days as follows:

4.2.1 Visit the proposed work site with the Contracting Officer or his/her representative.

During this visit the contractor shall be given the requirements of the contract.

4.2.2 Establishing verbal contact with the Contracting Officer or his/her representative to further define the scope of the requirements. The contractor while on site, take all measurements and make written notes as to the instructions and verbal information given during the initial site visit. The contractor shall be responsible for providing all measuring equipment needed to verify existing conditions.

4.3 Time for submittal of the contractor’s proposal for individual requirements will be agreed upon by the government and the contractor based on urgency of the requirements, as defined or established during initial planning. In the absence of an agreement, the proposal shall be submitted within seven days after initial visit.

4.4 The contractor’s proposal shall be supported by necessary documentation to indicate that adequate engineering and planning to accomplish the requirements has been accomplished.

4.5 Upon receipt of the Contractor’s proposal, the government will review the proposal for completeness. In the event the proposal requires negotiations, the contractor shall submit a revised proposal based on the negotiations, the contractor shall submit a revised proposal based on the negotiations within 2 (two) working days.

5. CONTRACTOR QUALITY CONTROL. The contractor shall provide and maintain an effective quality control program that complies with the contract clause entitled "Inspection of Construction" (FAR 52.246 12), the below stated quality control requirements and the quality control requirements stated in the respective section of the specifications.

5.1 The contractor shall establish a quality control system to perform sufficient inspection and test of all items of work, including that of his subcontractors. The quality control system shall ensure conformance with applicable specifications and drawings with respect to materials, workmanship, construction, finish, functional performance, and identification. The quality control system shall be established for all construction except where the technical provisions of the contract provide for specific Government control by inspections, tests, or other means. The contractor's control system shall specifically include the surveillance and tests required in the technical provisions of the contract specifications. Quality control personnel shall also be charged with the responsibility of policing Contractor's Safety Program. This duty shall be clearly set forth in the quality control program.

5.2 The contractor's quality control system is the means by which he assures himself that his construction complies with the requirements of the contract plans and specifications.