W9124M24B0001-Solicitation.pdf

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IDIQ Bridge Repair
Solicitation number
W9124M24B0001
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This is an indefinite-delivery, indefinite-quantity (IDIQ) solicitation for bridge maintenance and repair services at Fort Stewart, Georgia and Hunter Army Airfield. The solicitation includes pricing schedules for base year and four option year periods of performance. Services required include demolition, construction, repairs, signage, drainage, and landscaping. The estimated value ranges from $1-5 million annually. The solicitation sets aside 100% of the work for small businesses with a size standard of $45 million. Responses are due on January 8, 2024 and the period of performance is January 2024 to January 2029.

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W9124M24B0001 0002 (04 January 2024).pdf PDF
W9124M24B0001 P0001 (13 November 2023).pdf PDF
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Title: IIDIQ Maintain and Repair Bridges

Project Number: WG-300-2J/ED-302-2J/FS-4217/H-2127

Project Locations: Fort Stew art, Georgia and Hunter Army Airf ield (HAAF), Georgia

Set Aside 100% Small Business

NAICS Code 237310

Size Standard: $45 Million

Magnitude of Construction Project: Betw een $1M-$5M

X

REBECCA J. DRAKE 912 767 5467

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

16-Nov-2023

(RFP)

(IFB)

CALL:

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

See Item 7

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 specified in Item 8 by ___________ local time ______________08 Jan 2024 (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 offers 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 _______90 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

976 WILLIAM H. WILSON AVE SUITE 100

FORT STEWART GA 31314

W9124M

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

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

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

FAX:TEL: (912)767-8420 TEL: FAX:

W9124M24B0001 102

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 specif ied 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

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Base Year IDIQ

FFP

The work covered by this contract consists of furnishing all plant, labor, materials and performing all operations required in connection with Maintain and Repair Bridges (IDIQ) complete in strict accordance with specifications and drawings.

FOB: Destination

PSC CD: Z2LB

NET AMT

1001 1 Job OPTION 1st Option Year IDIQ

FFP

The work covered by this contract consists of furnishing all plant, labor, materials and performing all operations required in connection with Maintain and Repair Bridges (IDIQ) complete in strict accordance with specifications and drawings.

2001 1 Job OPTION 2nd Option Year IDIQ

FFP

The work covered by this contract consists of furnishing all plant, labor, materials and performing all operations required in connection with Maintain and Repair Bridges (IDIQ) complete in strict accordance with specifications and drawings.

3001 1 Job OPTION 3rd Option Year IDIQ

FFP

The work covered by this contract consists of furnishing all plant, labor, materials and performing all operations required in connection with Maintain and Repair Bridges (IDIQ) complete in strict accordance with specifications and drawings.

4001 1 Job OPTION 4th Option Year IDIQ

FFP

The work covered by this contract consists of furnishing all plant, labor, materials and performing all operations required in connection with Maintain and Repair Bridges (IDIQ) complete in strict accordance with specifications and drawings.

CONTRACT MINIMUM/MAXIMUM QUANTITY AND CONTRACT VALUE

The minimum quantity and contract value for all orders issued against this contract shall not be less than the minimum quantity and contract value stated in the following table. The maximum quantity and contract value for all orders issued against this contract shall not exceed the maximum quantity and contract value stated in the following table.

MINIMUM

QUANTITY

MINIMUM

AMOUNT

MAXIMUM

QUANTITY

MAXIMUM

AMOUNT

$25,000.00 $1,500,000.00

CLIN DELIVERY/TASK ORDER MINIMUM/MAXIMUM QUANTITY AND CLIN ORDER VALUE

The minimum quantity and order value for the given Delivery/Task Order issued for this CLIN shall not be less than the minimum quantity and order value stated in the following table. The maximum quantity and order value for the given Delivery/Task Order issued for this CLIN shall not exceed the maximum quantity and order value stated in the following table.

CLIN

MINIMUM

QUANTITY

MINIMUM

AMOUNT

MAXIMUM

QUANTITY

MAXIMUM

AMOUNT

BID SCHEDULE

Maintain and Repair Bridges (IDIQ), Ft. Stewart/HAAF

Base Year

ITEM DESCRIPTION QTY U/M U/P AMOUNT

0001 DEMOLITION OF DECKING, STRINGERS AND CURB (23' WIDE) 41 LF

0002 DEMOLITION OF FIVE PILE BENT 5 EA

0003 DEMOLITION OF REINFORCED CONCRETE 14 CY

0004 SAW CUT CONCRETE UP TO 10" THICK 27 LF

0005 DEMOLITION OF ABUTMENT WINGWALL 851 SF

0006 DEMOLITION OF BULKHEAD 432 SF

0007 CONSTRUCT DECKING, TREADWAY, CURB, BLOCKING AND STRINGERS, 14' SPAN 6 EA

0008 REMOVE AND REPLACE DECKING, TREADWAY, CURB AND BLOCKING FULL WIDTH, 23' 27 LF

0009 CONSTRUCT FIVE PILE BENT AND CAP WITH 20' PILES 2 EA

0010 CONSTRUCT FIVE PILE BENT AND CAP WITH 30' PILES 2 EA

0011 CONSTRUCT FIVE PILE BENT AND CAP WITH 40' PILES 3 EA

0012 CONSTRUCT FIVE PILE BENT AND CAP WITH 50' PILES 3 EA

0013 CONSTRUCT FIVE PILE BENT AND CAP WITH 60' PILES 2 EA

0014 CONSTRUCT BULKHEAD 216 SF

0015 CONSTRUCT ABUTMENT TYPE 1 351 SF

0016 CONSTRUCT ABUTMENT TYPE 2 351 SF

0017 PROVIDE AND PLACE 10" THICK CONCRETE SLAB INCLUDING REINFORCEMENT 68 SY

AND FORMWORK

0018 PROVIDE AND PLACE THICKENED EDGE FOR 10" THICK CONCRETE SLAB 87 LF

0019 PROVIDE AND INSTALL 1" EXPANSION JOINT MATERIAL 108 LF

0020 SAW CUT AND SEAL JOINTS IN NEW CONCRETE SLABS 108 LF

0021 PREPARE AND RESEAL JOINT IN CONCRETE BRIDGE DECKING. (UP TO 2" WIDE) 108 LF

0022 CONCRETE DECK SPALL REPAIR 135 SF

0023 CONCRETE WALL SPALL REPAIR 135 SF

0024 CONSTRUCT BRACING (HEIGHT OF BRIDGE UNDER 12') 135 LF

0025 CONSTRUCT BRACING (HEIGHT OF BRIDGE OVER 12') 135 LF

0026 CONSTRUCT CLASSIFICATION/GUIDE SIGN (INCLUDE ALL NEW SIGNS) 8 EA

0027 REMOVE AND REPLACE 14"x14" CAP (FULL LENGTH 23') 2 EA

0028 REMOVE AND REPLACE 10"x18" STRINGER (FULL LENGTH 15'-2") 3 EA

0029 PROVIDE AND INSTALL TIMBER CAP SCAB ASSEMBLY 2 EA

0030 REMOVE AND REPLACE PILE 20 FOOT LENGTH 2 EA

0031 REMOVE AND REPLACE PILE 30 FOOT LENGTH 2 EA

0032 REMOVE AND REPLACE PILE 40 FOOT LENGTH 2 EA

0033 REMOVE AND REPLACE PILE 50 FOOT LENGTH 2 EA

0034 REMOVE AND REPLACE PILE 60 FOOT LENGTH 2 EA

0035 REMOVE AND REPLACE WINGWALL/BULKHEAD BOARDS 81 LF

0036 REMOVE AND REPLACE CURB AND BLOCKING 270 LF

0037 REMOVE AND REPLACE TREADWAY SPIKE 81 EA

0038 HAMMER DOWN TREADWAY SPIKE FLUSH WITH DECK 81 EA

0039 INSPECT AND TIGHTEN BOLTS ON BRIDGE 54 EA

0040 REMOVE DIRT FROM BRIDGE TREADWAY, 23' WIDE 1620 LF

0041 REMOVE AND REPLACE DAMAGED/MISSING GALVANIZED METAL PILE CAP 9 EA

0042 PROVIDE AND INSTALL SHIMMING PER DETAIL BETWEEN BRIDGE PILE AND CAP 6 EA

0043 PROVIDE AND INSTALL SHIMS BETWEEN PILE CAP AND STRINGERS 6 EA

0044 PROVIDE AND INSTALL PILE BAND 2 EA

0045 PROVIDE AND INSTALL RIP RAP 54 TON

0046 REMOVE AND REPLACE TREADWAY BOARD 675 LF

0047 PROVIDE AND INSTALL GALVANIZED 5/8" DIAMETER NUT AND WASHER 9 EA

0048 PROVIDE AND INSTALL 5/8 " DIAMETER GALVANIZED BOLT ASSEMBLY 7 EA

(INCLUDES BOLT, NUT AND WASHER 5/8" DIAMETER x 2'-0" LONG)

0049 SELECT CLEARING ON EXISTING BRIDGE APPROACHES AND SIDE OF BRIDGES 1755 SY

0050 PROVIDE AND INSTALL NEW SIGNS AS DIRECTED 81 SF

0051 CLEAN DIRT FROM EXISTING SIGNS 135 SF

0052 REMOVE AND REPLACE THERMAL REFLECTING FILM ON SIGNS 27 SF

0053 EXCAVATION (ON SITE-NO HAULING OFF REQUIRED) 540 CY

0054 EXCAVATE, HAUL AND SPREAD SOIL ON FORT STEWART BRIDGE SITE 675 CY

0055 CONTRACTOR PROVIDE, HAUL AND SPREAD SOIL FOR BRIDGE AT HUNTER AAF 27 CY

0056 BACKFILL AND COMPACT SOIL 675 CY

0057 FINISH GRADING FOR GRASSING (HAND WORK, INCLUDES LIME AND FERTILIZER) 270 SY

0058 PROVIDE AND GRASS DISTURBED AREA (HYDROSEEDING) 270 SY

0059 REMOVE STORM PIPE UNDER 36" DIAMETER 54 LF

0060 REMOVE STORM PIPE OVER 36" DIAMETER 54 LF

0061 PROVIDE AND INSTALL CORRUGATED METAL PIPE 24" DIAMETER 27 LF

0062 PROVIDE AND INSTALL CORRUGATED METAL PIPE 36" DIAMETER 27 LF

0063 PROVIDE AND INSTALL CORRUGATED METAL PIPE 48" DIAMETER 27 LF

0064 PROVIDE AND INSTALL CORRUGATED METAL PIPE 60" DIAMETER 27 LF

0065 PROVIDE AND INSTALL CORRUGATED METAL PIPE 24" DIAMETER FLARED END SECTION 3 EA

0066 PROVIDE AND INSTALL CORRUGATED METAL PIPE 36" DIAMETER FLARED END SECTION 3 EA

0067 PROVIDE AND INSTALL CORRUGATED METAL PIPE 48" DIAMETER FLARED END SECTION 3 EA

0068 PROVIDE AND INSTALL CORRUGATED METAL PIPE 60" DIAMETER FLARED END SECTION 3 EA

0069 PROVIDE AND INSTALL TYPE "SENSITIVE" SILT FENCE 135 LF

0070 PROVIDE AND INSTALL GEOTEXTILE MATERIAL (WHEN NOT INCLUDED IN BID ITEM COST) 135 SY

0071 PROVIDE #57 STONE FOR BEDDING 68 TON

0072 NON PREPRICED ITEMS 1 LS

TOTAL COST FOR ALL ITEMS

Option Year One

1001 DEMOLITION OF DECKING, STRINGERS AND CURB (23' WIDE) 41 LF

1002 DEMOLITION OF FIVE PILE BENT 5 EA

1003 DEMOLITION OF REINFORCED CONCRETE 14 CY

1004 SAW CUT CONCRETE UP TO 10" THICK 27 LF

1005 DEMOLITION OF ABUTMENT WINGWALL 851 SF

1006 DEMOLITION OF BULKHEAD 432 SF

1007 CONSTRUCT DECKING, TREADWAY, CURB, BLOCKING AND STRINGERS, 14' SPAN 6 EA

1008 REMOVE AND REPLACE DECKING, TREADWAY, CURB AND BLOCKING FULL WIDTH, 23' 27 LF

1009 CONSTRUCT FIVE PILE BENT AND CAP WITH 20' PILES 2 EA

1010 CONSTRUCT FIVE PILE BENT AND CAP WITH 30' PILES 2 EA

1011 CONSTRUCT FIVE PILE BENT AND CAP WITH 40' PILES 3 EA

1012 CONSTRUCT FIVE PILE BENT AND CAP WITH 50' PILES 3 EA

1013 CONSTRUCT FIVE PILE BENT AND CAP WITH 60' PILES 2 EA

1014 CONSTRUCT BULKHEAD 216 SF

1015 CONSTRUCT ABUTMENT TYPE 1 351 SF

1016 CONSTRUCT ABUTMENT TYPE 2 351 SF

1017 PROVIDE AND PLACE 10" THICK CONCRETE SLAB INCLUDING REINFORCEMENT 68 SY

AND FORMWORK

1018 PROVIDE AND PLACE THICKENED EDGE FOR 10" THICK CONCRETE SLAB 87 LF

1019 PROVIDE AND INSTALL 1" EXPANSION JOINT MATERIAL 108 LF

1020 SAW CUT AND SEAL JOINTS IN NEW CONCRETE SLABS 108 LF

1021 PREPARE AND RESEAL JOINT IN CONCRETE BRIDGE DECKING. (UP TO 2" WIDE) 108 LF

1022 CONCRETE DECK SPALL REPAIR 135 SF

1023 CONCRETE WALL SPALL REPAIR 135 SF

1024 CONSTRUCT BRACING (HEIGHT OF BRIDGE UNDER 12') 135 LF

1025 CONSTRUCT BRACING (HEIGHT OF BRIDGE OVER 12') 135 LF

1026 CONSTRUCT CLASSIFICATION/GUIDE SIGN (INCLUDE ALL NEW SIGNS) 8 EA

1027 REMOVE AND REPLACE 14"x14" CAP (FULL LENGTH 23') 2 EA

1028 REMOVE AND REPLACE 10"x18" STRINGER (FULL LENGTH 15'-2") 3 EA

1029 PROVIDE AND INSTALL TIMBER CAP SCAB ASSEMBLY 2 EA

1030 REMOVE AND REPLACE PILE 20 FOOT LENGTH 2 EA

1031 REMOVE AND REPLACE PILE 30 FOOT LENGTH 2 EA

1032 REMOVE AND REPLACE PILE 40 FOOT LENGTH 2 EA

1033 REMOVE AND REPLACE PILE 50 FOOT LENGTH 2 EA

1034 REMOVE AND REPLACE PILE 60 FOOT LENGTH 2 EA

1035 REMOVE AND REPLACE WINGWALL/BULKHEAD BOARDS 81 LF

1036 REMOVE AND REPLACE CURB AND BLOCKING 270 LF

1037 REMOVE AND REPLACE TREADWAY SPIKE 81 EA

1038 HAMMER DOWN TREADWAY SPIKE FLUSH WITH DECK 81 EA

1039 INSPECT AND TIGHTEN BOLTS ON BRIDGE 54 EA

1040 REMOVE DIRT FROM BRIDGE TREADWAY, 23' WIDE 1620 LF

1041 REMOVE AND REPLACE DAMAGED/MISSING GALVANIZED METAL PILE CAP 9 EA

1042 PROVIDE AND INSTALL SHIMMING PER DETAIL BETWEEN BRIDGE PILE AND CAP 6 EA

1043 PROVIDE AND INSTALL SHIMS BETWEEN PILE CAP AND STRINGERS 6 EA

1044 PROVIDE AND INSTALL PILE BAND 2 EA

1045 PROVIDE AND INSTALL RIP RAP 54 TON

1046 REMOVE AND REPLACE TREADWAY BOARD 675 LF

1047 PROVIDE AND INSTALL GALVANIZED 5/8" DIAMETER NUT AND WASHER 9 EA

1048 PROVIDE AND INSTALL 5/8 " DIAMETER GALVANIZED BOLT ASSEMBLY 7 EA

(INCLUDES BOLT, NUT AND WASHER 5/8" DIAMETER x 2'-0" LONG)

1049 SELECT CLEARING ON EXISTING BRIDGE APPROACHES AND SIDE OF BRIDGES 1755 SY

1050 PROVIDE AND INSTALL NEW SIGNS AS DIRECTED 81 SF

1051 CLEAN DIRT FROM EXISTING SIGNS 135 SF

1052 REMOVE AND REPLACE THERMAL REFLECTING FILM ON SIGNS 27 SF

1053 EXCAVATION (ON SITE-NO HAULING OFF REQUIRED) 540 CY

1054 EXCAVATE, HAUL AND SPREAD SOIL ON FORT STEWART BRIDGE SITE 675 CY

1055 CONTRACTOR PROVIDE, HAUL AND SPREAD SOIL FOR BRIDGE AT HUNTER AAF 27 CY

1056 BACKFILL AND COMPACT SOIL 675 CY

1057 FINISH GRADING FOR GRASSING (HAND WORK, INCLUDES LIME AND FERTILIZER) 270 SY

1058 PROVIDE AND GRASS DISTURBED AREA (HYDROSEEDING) 270 SY

1059 REMOVE STORM PIPE UNDER 36" DIAMETER 54 LF

1060 REMOVE STORM PIPE OVER 36" DIAMETER 54 LF

1061 PROVIDE AND INSTALL CORRUGATED METAL PIPE 24" DIAMETER 27 LF

1062 PROVIDE AND INSTALL CORRUGATED METAL PIPE 36" DIAMETER 27 LF

1063 PROVIDE AND INSTALL CORRUGATED METAL PIPE 48" DIAMETER 27 LF

1064 PROVIDE AND INSTALL CORRUGATED METAL PIPE 60" DIAMETER 27 LF

1065 PROVIDE AND INSTALL CORRUGATED METAL PIPE 24" DIAMETER FLARED END SECTION 3 EA

1066 PROVIDE AND INSTALL CORRUGATED METAL PIPE 36" DIAMETER FLARED END SECTION 3 EA

1067 PROVIDE AND INSTALL CORRUGATED METAL PIPE 48" DIAMETER FLARED END SECTION 3 EA

1068 PROVIDE AND INSTALL CORRUGATED METAL PIPE 60" DIAMETER FLARED END SECTION 3 EA

1069 PROVIDE AND INSTALL TYPE "SENSITIVE" SILT FENCE 135 LF

1070 PROVIDE AND INSTALL GEOTEXTILE MATERIAL (WHEN NOT INCLUDED IN BID ITEM COST) 135 SY

1071 PROVIDE #57 STONE FOR BEDDING 68 TON

1072 NON PREPRICED ITEMS 1 LS

Option Year Two

2001 DEMOLITION OF DECKING, STRINGERS AND CURB (23' WIDE) 41 LF

2002 DEMOLITION OF FIVE PILE BENT 5 EA

2003 DEMOLITION OF REINFORCED CONCRETE 14 CY

2004 SAW CUT CONCRETE UP TO 10" THICK 27 LF

2005 DEMOLITION OF ABUTMENT WINGWALL 851 SF

2006 DEMOLITION OF BULKHEAD 432 SF

2007 CONSTRUCT DECKING, TREADWAY, CURB, BLOCKING AND STRINGERS, 14' SPAN 6 EA

2008 REMOVE AND REPLACE DECKING, TREADWAY, CURB AND BLOCKING FULL WIDTH, 23' 27 LF

2009 CONSTRUCT FIVE PILE BENT AND CAP WITH 20' PILES 2 EA

2010 CONSTRUCT FIVE PILE BENT AND CAP WITH 30' PILES 2 EA

2011 CONSTRUCT FIVE PILE BENT AND CAP WITH 40' PILES 3 EA

2012 CONSTRUCT FIVE PILE BENT AND CAP WITH 50' PILES 3 EA

2013 CONSTRUCT FIVE PILE BENT AND CAP WITH 60' PILES 2 EA

2014 CONSTRUCT BULKHEAD 216 SF

2015 CONSTRUCT ABUTMENT TYPE 1 351 SF

2016 CONSTRUCT ABUTMENT TYPE 2 351 SF

2017 PROVIDE AND PLACE 10" THICK CONCRETE SLAB INCLUDING REINFORCEMENT 68 SY

AND FORMWORK

2018 PROVIDE AND PLACE THICKENED EDGE FOR 10" THICK CONCRETE SLAB 87 LF

2019 PROVIDE AND INSTALL 1" EXPANSION JOINT MATERIAL 108 LF

2020 SAW CUT AND SEAL JOINTS IN NEW CONCRETE SLABS 108 LF

2021 PREPARE AND RESEAL JOINT IN CONCRETE BRIDGE DECKING. (UP TO 2" WIDE) 108 LF

2022 CONCRETE DECK SPALL REPAIR 135 SF

2023 CONCRETE WALL SPALL REPAIR 135 SF

2024 CONSTRUCT BRACING (HEIGHT OF BRIDGE UNDER 12') 135 LF

2025 CONSTRUCT BRACING (HEIGHT OF BRIDGE OVER 12') 135 LF

2026 CONSTRUCT CLASSIFICATION/GUIDE SIGN (INCLUDE ALL NEW SIGNS) 8 EA

2027 REMOVE AND REPLACE 14"x14" CAP (FULL LENGTH 23') 2 EA

2028 REMOVE AND REPLACE 10"x18" STRINGER (FULL LENGTH 15'-2") 3 EA

2029 PROVIDE AND INSTALL TIMBER CAP SCAB ASSEMBLY 2 EA

2030 REMOVE AND REPLACE PILE 20 FOOT LENGTH 2 EA

2031 REMOVE AND REPLACE PILE 30 FOOT LENGTH 2 EA

2032 REMOVE AND REPLACE PILE 40 FOOT LENGTH 2 EA

2033 REMOVE AND REPLACE PILE 50 FOOT LENGTH 2 EA

2034 REMOVE AND REPLACE PILE 60 FOOT LENGTH 2 EA

2035 REMOVE AND REPLACE WINGWALL/BULKHEAD BOARDS 81 LF

2036 REMOVE AND REPLACE CURB AND BLOCKING 270 LF

2037 REMOVE AND REPLACE TREADWAY SPIKE 81 EA

2038 HAMMER DOWN TREADWAY SPIKE FLUSH WITH DECK 81 EA

2039 INSPECT AND TIGHTEN BOLTS ON BRIDGE 54 EA

2040 REMOVE DIRT FROM BRIDGE TREADWAY, 23' WIDE 1620 LF

2041 REMOVE AND REPLACE DAMAGED/MISSING GALVANIZED METAL PILE CAP 9 EA

2042 PROVIDE AND INSTALL SHIMMING PER DETAIL BETWEEN BRIDGE PILE AND CAP 6 EA

2043 PROVIDE AND INSTALL SHIMS BETWEEN PILE CAP AND STRINGERS 6 EA

2044 PROVIDE AND INSTALL PILE BAND 2 EA

2045 PROVIDE AND INSTALL RIP RAP 54 TON

2046 REMOVE AND REPLACE TREADWAY BOARD 675 LF

2047 PROVIDE AND INSTALL GALVANIZED 5/8" DIAMETER NUT AND WASHER 9 EA

2048 PROVIDE AND INSTALL 5/8 " DIAMETER GALVANIZED BOLT ASSEMBLY 7 EA

(INCLUDES BOLT, NUT AND WASHER 5/8" DIAMETER x 2'-0" LONG)

2049 SELECT CLEARING ON EXISTING BRIDGE APPROACHES AND SIDE OF BRIDGES 1755 SY

2050 PROVIDE AND INSTALL NEW SIGNS AS DIRECTED 81 SF

2051 CLEAN DIRT FROM EXISTING SIGNS 135 SF

2052 REMOVE AND REPLACE THERMAL REFLECTING FILM ON SIGNS 27 SF

2053 EXCAVATION (ON SITE-NO HAULING OFF REQUIRED) 540 CY

2054 EXCAVATE, HAUL AND SPREAD SOIL ON FORT STEWART BRIDGE SITE 675 CY

2055 CONTRACTOR PROVIDE, HAUL AND SPREAD SOIL FOR BRIDGE AT HUNTER AAF 27 CY

2056 BACKFILL AND COMPACT SOIL 675 CY

2057 FINISH GRADING FOR GRASSING (HAND WORK, INCLUDES LIME AND FERTILIZER) 270 SY

2058 PROVIDE AND GRASS DISTURBED AREA (HYDROSEEDING) 270 SY

2059 REMOVE STORM PIPE UNDER 36" DIAMETER 54 LF

2060 REMOVE STORM PIPE OVER 36" DIAMETER 54 LF

2061 PROVIDE AND INSTALL CORRUGATED METAL PIPE 24" DIAMETER 27 LF

2062 PROVIDE AND INSTALL CORRUGATED METAL PIPE 36" DIAMETER 27 LF

2063 PROVIDE AND INSTALL CORRUGATED METAL PIPE 48" DIAMETER 27 LF

0064 PROVIDE AND INSTALL CORRUGATED METAL PIPE 60" DIAMETER 27 LF

2065 PROVIDE AND INSTALL CORRUGATED METAL PIPE 24" DIAMETER FLARED END SECTION 3 EA

2066 PROVIDE AND INSTALL CORRUGATED METAL PIPE 36" DIAMETER FLARED END SECTION 3 EA

2067 PROVIDE AND INSTALL CORRUGATED METAL PIPE 48" DIAMETER FLARED END SECTION 3 EA

2068 PROVIDE AND INSTALL CORRUGATED METAL PIPE 60" DIAMETER FLARED END SECTION 3 EA

2069 PROVIDE AND INSTALL TYPE "SENSITIVE" SILT FENCE 135 LF

2070 PROVIDE AND INSTALL GEOTEXTILE MATERIAL (WHEN NOT INCLUDED IN BID ITEM COST) 135 SY

2071 PROVIDE #57 STONE FOR BEDDING 68 TON

2072 NON PREPRICED ITEMS 1 LS

Option Year Three

3001 DEMOLITION OF DECKING, STRINGERS AND CURB (23' WIDE) 41 LF

3002 DEMOLITION OF FIVE PILE BENT 5 EA

3003 DEMOLITION OF REINFORCED CONCRETE 14 CY

3004 SAW CUT CONCRETE UP TO 10" THICK 27 LF

3005 DEMOLITION OF ABUTMENT WINGWALL 851 SF

3006 DEMOLITION OF BULKHEAD 432 SF

3007 CONSTRUCT DECKING, TREADWAY, CURB, BLOCKING AND STRINGERS, 14' SPAN 6 EA

3008 REMOVE AND REPLACE DECKING, TREADWAY, CURB AND BLOCKING FULL WIDTH, 23' 27 LF

3009 CONSTRUCT FIVE PILE BENT AND CAP WITH 20' PILES 2 EA

3010 CONSTRUCT FIVE PILE BENT AND CAP WITH 30' PILES 2 EA

3011 CONSTRUCT FIVE PILE BENT AND CAP WITH 40' PILES 3 EA

3012 CONSTRUCT FIVE PILE BENT AND CAP WITH 50' PILES 3 EA

3013 CONSTRUCT FIVE PILE BENT AND CAP WITH 60' PILES 2 EA

3014 CONSTRUCT BULKHEAD 216 SF

3015 CONSTRUCT ABUTMENT TYPE 1 351 SF

3016 CONSTRUCT ABUTMENT TYPE 2 351 SF

3017 PROVIDE AND PLACE 10" THICK CONCRETE SLAB INCLUDING REINFORCEMENT 68 SY

AND FORMWORK

3018 PROVIDE AND PLACE THICKENED EDGE FOR 10" THICK CONCRETE SLAB 87 LF

3019 PROVIDE AND INSTALL 1" EXPANSION JOINT MATERIAL 108 LF

3020 SAW CUT AND SEAL JOINTS IN NEW CONCRETE SLABS 108 LF

3021 PREPARE AND RESEAL JOINT IN CONCRETE BRIDGE DECKING. (UP TO 2" WIDE) 108 LF

3022 CONCRETE DECK SPALL REPAIR 135 SF

3023 CONCRETE WALL SPALL REPAIR 135 SF

3024 CONSTRUCT BRACING (HEIGHT OF BRIDGE UNDER 12') 135 LF

3025 CONSTRUCT BRACING (HEIGHT OF BRIDGE OVER 12') 135 LF

3026 CONSTRUCT CLASSIFICATION/GUIDE SIGN (INCLUDE ALL NEW SIGNS) 8 EA

3027 REMOVE AND REPLACE 14"x14" CAP (FULL LENGTH 23') 2 EA

3028 REMOVE AND REPLACE 10"x18" STRINGER (FULL LENGTH 15'-2") 3 EA

3029 PROVIDE AND INSTALL TIMBER CAP SCAB ASSEMBLY 2 EA

3030 REMOVE AND REPLACE PILE 20 FOOT LENGTH 2 EA

3031 REMOVE AND REPLACE PILE 30 FOOT LENGTH 2 EA

3032 REMOVE AND REPLACE PILE 40 FOOT LENGTH 2 EA

3033 REMOVE AND REPLACE PILE 50 FOOT LENGTH 2 EA

3034 REMOVE AND REPLACE PILE 60 FOOT LENGTH 2 EA

3035 REMOVE AND REPLACE WINGWALL/BULKHEAD BOARDS 81 LF

3036 REMOVE AND REPLACE CURB AND BLOCKING 270 LF

3037 REMOVE AND REPLACE TREADWAY SPIKE 81 EA

3038 HAMMER DOWN TREADWAY SPIKE FLUSH WITH DECK 81 EA

3039 INSPECT AND TIGHTEN BOLTS ON BRIDGE 54 EA

3040 REMOVE DIRT FROM BRIDGE TREADWAY, 23' WIDE 1620 LF

3041 REMOVE AND REPLACE DAMAGED/MISSING GALVANIZED METAL PILE CAP 9 EA

3042 PROVIDE AND INSTALL SHIMMING PER DETAIL BETWEEN BRIDGE PILE AND CAP 6 EA

0043 PROVIDE AND INSTALL SHIMS BETWEEN PILE CAP AND STRINGERS 6 EA

3044 PROVIDE AND INSTALL PILE BAND 2 EA

3045 PROVIDE AND INSTALL RIP RAP 54 TON

3046 REMOVE AND REPLACE TREADWAY BOARD 675 LF

3047 PROVIDE AND INSTALL GALVANIZED 5/8" DIAMETER NUT AND WASHER 9 EA

3048 PROVIDE AND INSTALL 5/8 " DIAMETER GALVANIZED BOLT ASSEMBLY 7 EA

(INCLUDES BOLT, NUT AND WASHER 5/8" DIAMETER x 2'-0" LONG)

3049 SELECT CLEARING ON EXISTING BRIDGE APPROACHES AND SIDE OF BRIDGES 1755 SY

3050 PROVIDE AND INSTALL NEW SIGNS AS DIRECTED 81 SF

3051 CLEAN DIRT FROM EXISTING SIGNS 135 SF

3052 REMOVE AND REPLACE THERMAL REFLECTING FILM ON SIGNS 27 SF

3053 EXCAVATION (ON SITE-NO HAULING OFF REQUIRED) 540 CY

3054 EXCAVATE, HAUL AND SPREAD SOIL ON FORT STEWART BRIDGE SITE 675 CY

3055 CONTRACTOR PROVIDE, HAUL AND SPREAD SOIL FOR BRIDGE AT HUNTER AAF 27 CY

3056 BACKFILL AND COMPACT SOIL 675 CY

3057 FINISH GRADING FOR GRASSING (HAND WORK, INCLUDES LIME AND FERTILIZER) 270 SY

3058 PROVIDE AND GRASS DISTURBED AREA (HYDROSEEDING) 270 SY

3059 REMOVE STORM PIPE UNDER 36" DIAMETER 54 LF

3060 REMOVE STORM PIPE OVER 36" DIAMETER 54 LF

3061 PROVIDE AND INSTALL CORRUGATED METAL PIPE 24" DIAMETER 27 LF

3062 PROVIDE AND INSTALL CORRUGATED METAL PIPE 36" DIAMETER 27 LF

3063 PROVIDE AND INSTALL CORRUGATED METAL PIPE 48" DIAMETER 27 LF

3064 PROVIDE AND INSTALL CORRUGATED METAL PIPE 60" DIAMETER 27 LF

3065 PROVIDE AND INSTALL CORRUGATED METAL PIPE 24" DIAMETER FLARED END SECTION 3 EA

3066 PROVIDE AND INSTALL CORRUGATED METAL PIPE 36" DIAMETER FLARED END SECTION 3 EA

3067 PROVIDE AND INSTALL CORRUGATED METAL PIPE 48" DIAMETER FLARED END SECTION 3 EA

3068 PROVIDE AND INSTALL CORRUGATED METAL PIPE 60" DIAMETER FLARED END SECTION 3 EA

3069 PROVIDE AND INSTALL TYPE "SENSITIVE" SILT FENCE 135 LF

3070 PROVIDE AND INSTALL GEOTEXTILE MATERIAL (WHEN NOT INCLUDED IN BID ITEM COST) 135 SY

3071 PROVIDE #57 STONE FOR BEDDING 68 TON

3072 NON PREPRICED ITEMS 1 LS

Option Year Four

4001 DEMOLITION OF DECKING, STRINGERS AND CURB (23' WIDE) 41 LF

4002 DEMOLITION OF FIVE PILE BENT 5 EA

4003 DEMOLITION OF REINFORCED CONCRETE 14 CY

4004 SAW CUT CONCRETE UP TO 10" THICK 27 LF

4005 DEMOLITION OF ABUTMENT WINGWALL 851 SF

4006 DEMOLITION OF BULKHEAD 432 SF

4007 CONSTRUCT DECKING, TREADWAY, CURB, BLOCKING AND STRINGERS, 14' SPAN 6 EA

4008 REMOVE AND REPLACE DECKING, TREADWAY, CURB AND BLOCKING FULL WIDTH, 23' 27 LF

4009 CONSTRUCT FIVE PILE BENT AND CAP WITH 20' PILES 2 EA

4010 CONSTRUCT FIVE PILE BENT AND CAP WITH 30' PILES 2 EA

4011 CONSTRUCT FIVE PILE BENT AND CAP WITH 40' PILES 3 EA

4012 CONSTRUCT FIVE PILE BENT AND CAP WITH 50' PILES 3 EA

4013 CONSTRUCT FIVE PILE BENT AND CAP WITH 60' PILES 2 EA

4014 CONSTRUCT BULKHEAD 216 SF

4015 CONSTRUCT ABUTMENT TYPE 1 351 SF

4016 CONSTRUCT ABUTMENT TYPE 2 351 SF

4017 PROVIDE AND PLACE 10" THICK CONCRETE SLAB INCLUDING REINFORCEMENT 68 SY

AND FORMWORK

4018 PROVIDE AND PLACE THICKENED EDGE FOR 10" THICK CONCRETE SLAB 87 LF

4019 PROVIDE AND INSTALL 1" EXPANSION JOINT MATERIAL 108 LF

4020 SAW CUT AND SEAL JOINTS IN NEW CONCRETE SLABS 108 LF

4021 PREPARE AND RESEAL JOINT IN CONCRETE BRIDGE DECKING. (UP TO 2" WIDE) 108 LF

4022 CONCRETE DECK SPALL REPAIR 135 SF

4023 CONCRETE WALL SPALL REPAIR 135 SF

4024 CONSTRUCT BRACING (HEIGHT OF BRIDGE UNDER 12') 135 LF

4025 CONSTRUCT BRACING (HEIGHT OF BRIDGE OVER 12') 135 LF

4026 CONSTRUCT CLASSIFICATION/GUIDE SIGN (INCLUDE ALL NEW SIGNS) 8 EA

4027 REMOVE AND REPLACE 14"x14" CAP (FULL LENGTH 23') 2 EA

4028 REMOVE AND REPLACE 10"x18" STRINGER (FULL LENGTH 15'-2") 3 EA

4029 PROVIDE AND INSTALL TIMBER CAP SCAB ASSEMBLY 2 EA

4030 REMOVE AND REPLACE PILE 20 FOOT LENGTH 2 EA

4031 REMOVE AND REPLACE PILE 30 FOOT LENGTH 2 EA

4032 REMOVE AND REPLACE PILE 40 FOOT LENGTH 2 EA

4033 REMOVE AND REPLACE PILE 50 FOOT LENGTH 2 EA

4034 REMOVE AND REPLACE PILE 60 FOOT LENGTH 2 EA

4035 REMOVE AND REPLACE WINGWALL/BULKHEAD BOARDS 81 LF

4036 REMOVE AND REPLACE CURB AND BLOCKING 270 LF

4037 REMOVE AND REPLACE TREADWAY SPIKE 81 EA

4038 HAMMER DOWN TREADWAY SPIKE FLUSH WITH DECK 81 EA

4039 INSPECT AND TIGHTEN BOLTS ON BRIDGE 54 EA

4040 REMOVE DIRT FROM BRIDGE TREADWAY, 23' WIDE 1620 LF

4041 REMOVE AND REPLACE DAMAGED/MISSING GALVANIZED METAL PILE CAP 9 EA

4042 PROVIDE AND INSTALL SHIMMING PER DETAIL BETWEEN BRIDGE PILE AND CAP 6 EA

4043 PROVIDE AND INSTALL SHIMS BETWEEN PILE CAP AND STRINGERS 6 EA

4044 PROVIDE AND INSTALL PILE BAND 2 EA

4045 PROVIDE AND INSTALL RIP RAP 54 TON

4046 REMOVE AND REPLACE TREADWAY BOARD 675 LF

4047 PROVIDE AND INSTALL GALVANIZED 5/8" DIAMETER NUT AND WASHER 9 EA

4048 PROVIDE AND INSTALL 5/8 " DIAMETER GALVANIZED BOLT ASSEMBLY 7 EA

(INCLUDES BOLT, NUT AND WASHER 5/8" DIAMETER x 2'-0" LONG)

4049 SELECT CLEARING ON EXISTING BRIDGE APPROACHES AND SIDE OF BRIDGES 1755 SY

4050 PROVIDE AND INSTALL NEW SIGNS AS DIRECTED 81 SF

4051 CLEAN DIRT FROM EXISTING SIGNS 135 SF

4052 REMOVE AND REPLACE THERMAL REFLECTING FILM ON SIGNS 27 SF

4053 EXCAVATION (ON SITE-NO HAULING OFF REQUIRED) 540 CY

4054 EXCAVATE, HAUL AND SPREAD SOIL ON FORT STEWART BRIDGE SITE 675 CY

4055 CONTRACTOR PROVIDE, HAUL AND SPREAD SOIL FOR BRIDGE AT HUNTER AAF 27 CY

4056 BACKFILL AND COMPACT SOIL 675 CY

4057 FINISH GRADING FOR GRASSING (HAND WORK, INCLUDES LIME AND FERTILIZER) 270 SY

4058 PROVIDE AND GRASS DISTURBED AREA (HYDROSEEDING) 270 SY

4059 REMOVE STORM PIPE UNDER 36" DIAMETER 54 LF

4060 REMOVE STORM PIPE OVER 36" DIAMETER 54 LF

4061 PROVIDE AND INSTALL CORRUGATED METAL PIPE 24" DIAMETER 27 LF

4062 PROVIDE AND INSTALL CORRUGATED METAL PIPE 36" DIAMETER 27 LF

4063 PROVIDE AND INSTALL CORRUGATED METAL PIPE 48" DIAMETER 27 LF

4064 PROVIDE AND INSTALL CORRUGATED METAL PIPE 60" DIAMETER 27 LF

4065 PROVIDE AND INSTALL CORRUGATED METAL PIPE 24" DIAMETER FLARED END SECTION 3 EA

4066 PROVIDE AND INSTALL CORRUGATED METAL PIPE 36" DIAMETER FLARED END SECTION 3 EA

4067 PROVIDE AND INSTALL CORRUGATED METAL PIPE 48" DIAMETER FLARED END SECTION 3 EA

4068 PROVIDE AND INSTALL CORRUGATED METAL PIPE 60" DIAMETER FLARED END SECTION 3 EA

4069 PROVIDE AND INSTALL TYPE "SENSITIVE" SILT FENCE 135 LF

4070 PROVIDE AND INSTALL GEOTEXTILE MATERIAL (WHEN NOT INCLUDED IN BID ITEM COST) 135 SY

4071 PROVIDE #57 STONE FOR BEDDING 68 TON

4072 NON PREPRICED ITEMS 1 LS

Section E - Inspection and Acceptance

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 N/A N/A N/A Government 1001 N/A N/A N/A Government 2001 N/A N/A N/A Government 3001 N/A N/A N/A Government 4001 N/A N/A N/A Government

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 POP 31-JAN-2024 TO

30-JAN-2025

N/A DPW-FORT STEWART

JAMES WINE

1557 FRANK COCHRAN DRIVE

FORT STEWART GA 31314

912-767-5845

W33DL4

1001 POP 31-JAN-2025 TO

30-JAN-2026

N/A (SAME AS PREVIOUS LOCATION)

2001 POP 31-JAN-2026 TO

30-JAN-2027

N/A (SAME AS PREVIOUS LOCATION)

3001 POP 31-JAN-2027 TO

30-JAN-2028

N/A (SAME AS PREVIOUS LOCATION)

4001 POP 31-JAN-2028 TO

30-JAN-2029

N/A (SAME AS PREVIOUS LOCATION)

Section G - Contract Administration Data

SUBMITTALS

MICC Submittals

Reference Title Notes

52.228-21 Performance and Payment Bonds Submission with 10 days of Contract Award.

52.228-5 Insurance Requirements Submission with 10 days of Contract Award

52.222-8 Payrolls and Basic Records The Contractor shall submit weekly for each week in which any contract work is performed a copy of all payrolls to the Contracting Officer. The required weekly payroll information may be submitted in any form desired or the Form WH-347.

52.222-11 Subcontractor (Labor Standards) (Statement &Acknowledgement-Subcontractors)

Submission within 14 days after of award of contract or subcontract and BEFORE subcontractor commences on site work

52.246-12 Quality Control Plan Submission and approval required within 10 days of Contract award.

52.236-13 Accident Prevention Plan Submission and approval required within 10 days of Contract award.

52.236-15 Progress Schedule Submission and approval required within 5 days after the Notice of Proceed (NTC). Progress schedules are required when work performance exceeds 60 days.

52.236.06 Superintendence by the Contractor (resume of

Proposed Superintendent)

Submission and approval required within 10 days of Contract award. Reference Paragraph 3.3.1 of SOW

Material Approval Submittals Submission and approval requirements are specified on the Material Submittal List. All Submittals shall be submitted using ENG Forms 4025-R and shall be submitted 15 calendar days after award and before the item(s) are incorporated into the work.

Anti-Terrorism Level 1 Training Certification Submission is required with 30 days after receipt of contract award. At level 1 training is available at the following website: http://jko.jten.mil. AT level certificate is required by all Prime and Sub- Contractor's employees. POC Thomas Lueer at 912- 767-0582 iWATCH Briefing Submission is required with 30 days after receipt of contract award. At level 1 training is available at the following website: http://jko.jten.mil. AT level certificate is required by all Prime and Sub- Contractor's employees. POC Thomas Lueer at 912- 767-0582

Section H - Special Contract Requirements

SPECIAL REQUIREMENTS

ALTERNATE DISPUTES RESOLUTION

In furtherance of Federal policy and the Administrative Dispute Resolution Act of 1990 (ADR Act), Public Law 101-552 and FAR Clause 52.233-1, the Contracting Officer will try to resolve all post award acquisition issues in controversy by mutual agreement of both parties. Interested parties are encouraged to use alternative dispute resolution procedures to the maximum extent practicable in accordance with the authority and requirements of the ADR Act.

EMERGENCY MEDICAL TREATMENT

Emergency medical treatment will be provided by the Winn Army Community Hospital in order to prevent undue suffering or loss of life. Emergencies will be treated only during the period of emergency and appropriate action will be taken to discharge or transfer such patients as soon as the emergency period ends. Charges for medical care will be at the prevailing rate and at the Contractor's expense.

HOURS OF OPERATION

Normal working hours are 7:30 a.m. through 4:00 p.m. Monday through Friday excluding Federal Holidays.

Notwithstanding the provisions of the Contract Work Hours and Safety Standards Act – Overtime Compensation clause herein, work will not be permitted outside normal work hours, nor on Saturdays, Sundays or legal holidays unless approved by the Contracting Officer. Requests to work other than normal work hours for all work must be submitted in writing a minimum of 2 work days in advance of date on which such work is anticipated. The exclusion of work on Saturdays, Sundays, and holidays has been considered in computing the performance time of this ontract.

The following legal holidays are observed:

January 1st 1st Monday of September 3rd Monday of January 2nd Monday of October 3rd Monday of February November 11th Last Monday of May June 19th 4th Thursday of November July 4th December 25th Any other Congressional or Presidential imposed Federal Holiday. When a holiday falls on a Sunday, the following Monday will be observed as a holiday and when a holiday falls on a Saturday, the preceding Friday is observed as a holiday by U.S. Government Agencies.

MATERIAL APPROVAL SUBMITTALS

The submittals contemplated by FAR clause 52.236-5 entitled, “Materials and Workmanship”, and listed at Technical Exhibit 1 or any requested deviations from the Technical Provisions shall be submitted on ENG Form 4025-R, “Transmittal of Shop Drawings, Equipment Data, Material Samples, or Manufacturer’s Certifications”.

Required certificates, manufacturing brochures, etc., shall be submitted in five (5) copies unless otherwise specified.

Submittals requiring manufacturer’s certifications must be executed by an officer of the manufacturing company and notarized. Approval of materials or equipment not noted as a deviation shall not relieve the Contractor from complying with the applicable Technical Provisions.

REMOVAL OF CONTRACTOR PERSONNEL

The Government reserves the right to require removal of any Contractor personnel from the job site who endanger persons or property, or whose continued employment is inconsistent with the interest of military security. The Government also reserves the right to require the Contractor to remove from the job site, any employee found to be under the influence of alcohol, drugs or any other incapacitating agent or any employee involved in the theft of Government property. The removal from the job site of such personnel shall not relieve the Contractor of the requirement to provide personnel to perform services.

REQUIRED INSURANCE

In accordance with FAR clause 52.228-5 entitled, “Insurance--Work on a Government Installation” the following minimum amounts of insurance are required.

Workmen’s Compensation As required by Federal and State laws Employer’s Liability Insurance $100,000

General Liability Insurance:

Bodily Injury Liability $500,000 per occurrence Auto Liability Insurance $200,000 per person Bodily Injury $500,000 per occurrence Property Damage $20,000 per occurrence

UTILITIES

Utility services required at the work site will be furnished at no cost to the Contractor if in place. Any alterations or connections to the existing utility facilities for accomplishment of this work shall be at no additional cost to the Government. The Contractor is responsible for coordinating with Canoochee Electric Membership Corporation (CEMC) prior to making any alterations to the electrical infrastructure. The Contractor shall remove all alterations before final acceptance of work at no expense to the Government. The Contractor shall carefully conserve any utilities furnished without charge. If utilities are not available at the job Site and are required for performance, the Contractor shall provide his own generators or other necessary equipment to provide the utilities. Utilities for the operation of any work/office trailor located on the military installation for the convenience of the Contractor shall be at the Contractor’s expense. CEMC will be the point of contact (POC) for electrical concerns.

ASBESTOS PROHIBITION

“Asbestos”, including chrysotile, ammosite, crocidolite, tremolite asbestos, anthophyllite asbestos, actinolite asbestos and any of these materials that have been chemically treated and/or altered is prohibited from incorporation into the work under this contract. This prohibition does not apply to nor prevent the removal and disposal of asbestos materials.

CONTRACT PROGRESS REPORTS

The contractor shall submit FORSCOM Form 59-1-R, Contract Progress Report, accompanied by a brief narrative report of work accomplished, to the Contracting Officer weekly. Each report submitted must be complete, signed and dated by the Contractor.

FIRE PREVENTION

The Contractor shall comply with fire prevention practices as set forth by the National Fire Protection Association in the National Fire Code and other recognized fire prevention agencies and post regulations.

PROGRESS SCHEDULES

The reports contemplated by the clause, FAR 52.236.15, herein entitled, “Schedules for Construction Contracts” shall be accomplished on and in accordance with instructions pertaining to FORSCOM Form 59-R when periods of performance exceed 60 calendar days.

SALVAGE AND DISPOSAL OF MATERIALS

a. Salvage materials, unless otherwise specified, become the property of the contractor upon removal from the job site and should be taken into consideration in formulating bids.

b. Salvage materials to remain as Government property are None.

c. Material not salvageable shall be removed from the job site and disposed of off the installation.

d. All tree debis shall be delivered by the contractor to a central depository location on post as directed by the COR.

IDENTIFICATION BADGES

The Contractor shall provide each employee an Identification (ID) Badge, which includes the Company Name, Employee Name and a color photo of the employee. ID Badges for Key Personnel shall also indicate their job title.

ID Badges are to be worn at all times the employee is performing work under this contract. Each Contractor employee shall wear the ID Badge in a conspicuous place on the front of exterior clothing and above the waist except when safety or health reasons prohibit. Contractor is responsible for collection of ID Badges upon completion of contract or termination of employee.

DOD ANTI-TERRORISM (AT) STANDARDS

(a) Pursuant to Department of Defense Instruction Number 2000.16, “DoD Antiterrorism (AT) Standards,” dated October 2, 2006, each contractor employee requiring access to a US Army installation or a Federally-controlled installation, facility and/or Federally-controlled information systems shall complete Level I AT Awareness Training and receive a certificate of completion. The training is accessible from any computer and is available at https://atlevel1.dtic.mil/at/. The contractor shall certify that their workforce has completed the training and submit the completed certificate(s) to the contracting officer or designee (i.e., the Contracting Officer’s Representative). If an automated system is not available, the contractor may complete the training under the instruction of a qualified Level I AT Awareness Instructor. Level I AT Awareness Instructor qualification must be coordinated with the Installation Security Office and the name(s) of approved instructors shall be provided the contracting officer or designee.

(b) Anti-terrorism performance (Level I AT Awareness Training attendance and compliance) may be documented as a performance metric under the resultant contract, and be part of past performance information in support of future source selections.

(2) Installation ATO

(a) Provide online access to AT Level I web based training for all contract personnel who have computer access.

(b) Provide AT briefings for all contract personnel who do not have access to the online website.

(c) Assist organization ATOs in developing and presenting Country Antiterrorism briefs to contract personnel prior to deployments.

(d) Assist organizations who use contract personnel to implement site specific AT measures where required.

(e) At least quarterly, review at random locally generated contracts to ensure that AT requirements are fully documented.

(f) As required, assist contracting officers in identifying AT contract requirements.

RECYCLING, SALVAGE, AND DISPOSAL OF MATERIALS

FORT STEWARTAND HUNTER ARMY AIRFIELD

Disposal: All waste generated from construction, demolition, and renovation contracts must be disposed of off the installation in a permitted disposal facility and in accordance with all Federal, State, and Local rules and regulations unless otherwise stated in the contract. At the end of each month, the contactor will provide copies of all disposal weight/scale tickets to the Contracting Officer’s Representative (COR) showing the in, out, and tare weights of each load taken from the installation. The COR will provide copies of these tickets to the DPW Environmental Division, Solid Waste Management Section for tracking and regulatory reporting requirements.

Recycling/Salvage: Fort Stewart and Hunter Army Air Field has a mandatory recycling program. The Installation Command Recycling Policy Memorandum #8 can be accessed at http://www.stewart.army.mil/dpw/recycle.asp. All recyclable materials (listed in the recycling policy) generated during the entire term of any construction, demolition, or renovation contract will be turned over to the Fort Stewart or HAAF Recycling Program. Contractors must contact the COR who will coordinate with the DPW Environmental Waste Management Section (912-767-2010) to arrange for turn-in of recyclable/salvageable materials. In areas where large amounts of scrap metal or cardboard will be generated, it is possible that a collection bin/container could be provided by the Contractor at no cost to deposit these materials. Salvage materials, unless otherwise specified, become the property of the contractor upon removal from the job site and should be taken into consideration in formulating bids.

Hauling/Transport Requirements: All vehicles and containers used to transport waste or recyclables on or off the Installations will meet all Federal and State DOT requirements. All waste or recyclable materials being transported will be loaded, tied, and covered in such a manner that will prevent any of the materials from leaking, spilling, falling or blowing from/off the vehicle or container. It is the contractor’s responsibility to ensure immediate pickup/ clean-up of any material that is accidentally dropped, spilled or blown from a vehicle or container while in transit on and off the Installation.

Custodial Contract: If this contract is for custodial services or will include a custodial service requirement, the Contractor shall empty or otherwise transfer the contents from the blue recycling containers located inside buildings/facilities to the nearest blue recycling dumpster located outside. The contactor will ensure that all recycled paper products are first placed inside a clear plastic bag and the top is tied closed before it too is placedinside the nearest blue recycle dumpster.

Payment/Funding: If any of the conditions listed under the Recycling, Salvage, and Disposal section are not met, it will be considered a failure to comply with the terms of the contract as discussed in the inspection clause herein.

Guidance/Question: Anyone requiring further guidance, recycling training for contractors, or has additional questions on this section should contact the DPW Environmental Division, Solid Waste Management Section at 912-767-2010.

Pre-Final and Final Inspection

a. The Contractor and Government Inspector shall conduct a joint pre-final inspection prior to requesting a final inspection. Any discrepancies noted shall be corrected prior to the final inspection. The Contracting Officer may schedule more than one pre-final inspection if determined necessary.

b. The Contractor shall request final inspection in writing to the Contracting Officer ten days before the desired date.

The final inspection shall be performed with the Contractor, Government personnel and representatives of the using activity. Any discrepancies noted shall be corrected prior to final payment.

AMC LEVEL PROTEST PROGRAM

Prior to submitting an agency protest, it is preferable that you first attempt to resolve your concerns with the responsible contracting officer. However, you may also file a protest to the Headquarters (HQ), Army Materiel Command (AMC).

The HQ AMC-Level Protest Program is intended to encourage interested parties to seek resolution of their concerns within AMC as an Alternative Dispute Resolution forum, rather than filing a protest with the Government Accountability Office (GAO) or other external forum. Contract award or performance is suspended during the protest to the same extent, and within the same time periods, as if filed at the GAO.

The AMC protest decision goal is to resolve protests within 35 calendar days from filing. To be timely, protests must be 1 in FAR 33.103. If you want to file a protest under the HQ AMC-Level Protest Program, the protest must request resolution under that program and be sent to the address below.

Headquarters U.S. Army Materiel Command Office of Command Counsel-Deputy Command Counsel 4400 Martin Road Rm: A6SE040.001 Redstone Arsenal, AL 35898-5000 Fax: (256) 450-8840 or email usarmy.redstone.usamc.mbx.protests@mail.mil The AMC-Level Protest procedures are found at: http://www.amc.army.mil/amc/commandcounsel.html.

If internet access is not available, contact the contracting officer or HQ, AMC to obtain the HQ AMC-Level Protest Procedures.

Section I - Contract Clauses

CLAUSES INCORPORATED BY REFERENCE

52.202-1 Definitions JUN 2020 52.203-3 Gratuities APR 1984 52.203-5 Covenant Against Contingent Fees MAY 2014 52.203-6 Restrictions On Subcontractor Sales To The Government JUN 2020 52.203-7 Anti-Kickback Procedures JUN 2020 52.203-8 Cancellation, Rescission, and Recovery of Funds for Illegal or

Improper Activity

MAY 2014

52.203-10 Price Or Fee Adjustment For Illegal Or Improper Activity MAY 2014 52.203-11 Certification And Disclosure Regarding Payments To

Influence Certain Federal Transactions

SEP 2007

52.203-12 Limitation On Payments To Influence Certain Federal Transactions

JUN 2020

52.203-19 Prohibition on Requiring Certain Internal Confidentiality Agreements or Statements

JAN 2017

52.204-4 Printed or Copied Double-Sided on Postconsumer Fiber Content Paper

MAY 2011

52.204-7 System for Award Management OCT 2018 52.204-9 Personal Identity Verification of Contractor Personnel JAN 2011 52.204-10 Reporting Executive Compensation and First-Tier

Subcontract Awards

JUN 2020

52.204-13 System for Award Management Maintenance OCT 2018 52.204-16 Commercial and Government Entity Code Reporting AUG 2020 52.204-18 Commercial and Government Entity Code Maintenance AUG 2020 52.204-19 Incorporation by Reference of Representations and

Certifications.

DEC 2014

52.204-21 Basic Safeguarding of Covered Contractor Information Systems

NOV 2021

52.204-22 Alternative Line Item Proposal JAN 2017 52.204-23 Prohibition on Contracting for Hardware, Software, and

Services Developed or Provided by Kaspersky Lab and Other Covered Entities

NOV 2021

52.204-25 Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment

NOV 2021

52.204-27 Prohibition on a ByteDance Covered Application JUN 2023 52.209-6 Protecting the Government's Interest When Subcontracting

With Contractors Debarred, Suspended, or Proposed for Debarment

NOV 2021

52.209-7 Information Regarding Responsibility Matters OCT 2018 52.209-9 Updates of Publicly Available Information Regarding

Responsibility Matters

OCT 2018

52.209-10 Prohibition on Contracting With Inverted Domestic Corporations

NOV 2015

52.209-13 Violation of Arms Control Treaties or Agreements -- Certification

NOV 2021

52.211-13 Time Extensions SEP 2000 52.211-18 Variation in Estimated Quantity APR 1984 52.214-3 Amendments To Invitations For Bids DEC 2016 52.214-4 False Statements In Bids APR 1984 52.214-5 Submission Of Bids DEC 2016 52.214-6 Explanation To Prospective Bidders APR 1984 52.214-7 Late Submissions, Modifications, and Withdrawals of Bids NOV 1999

52.214-12 Preparation Of Bids APR 1984 52.214-18 Preparation of Bids-Construction APR 1984 52.214-19 Contract Award-Sealed Bidding-Construction AUG 1996 52.214-26 Audit and Records--Sealed Bidding JUN 2020 52.214-27 Price Reduction for Defective Certified Cost or Pricing Data -

Modifications - Sealed Bidding

JUN 2020

52.214-28 Subcontractor Certified Cost Or Pricing Data--Modifications- -Sealed Bidding

JUN 2020

52.214-29 Order Of Precedence--Sealed Bidding JAN 1986 52.214-34 Submission Of Offers In The English Language APR 1991 52.214-35 Submission Of Offers In U.S. Currency APR 1991 52.217-5 Evaluation Of Options JUL 1990 52.219-2 Equal Low Bids OCT 1995 52.219-6 Notice Of Total Small Business Set-Aside NOV 2020 52.219-8 Utilization of Small Business Concerns SEP 2023 52.219-9 Alt I Small Business Subcontracting Plan (SEP 2023) Alternate I NOV 2016 52.222-3 Convict Labor JUN 2003 52.222-6 Construction Wage Rate Requirements AUG 2018 52.222-7 Withholding of Funds MAY 2014 52.222-8 Payrolls and Basic Records JUL 2021 52.222-9 Apprentices and Trainees JUL 2005 52.222-10 Compliance with…

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