W9124M24B0003.pdf

Title: IDIQ 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 $5-$10M

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

14-Mar-2024

(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 specif ied in Item 8 by ___________ local time ______________27 May 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 of fers 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:

W9124M24B0003 120

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 A - Solicitation/Contract Form

PART I – THE SCHEDULE

• SECTION A – Solicitation/Contract Form

• SECTION B – Supplies or Services and Prices/Costs

• SECTION C – Descriptions/Specifications/Statement of Work

• SECTION D – Packaging and Marking

• SECTION E – Inspection and Acceptance

• SECTION F – Description and Performance

• SECTION G – Contract Administration Data

• SECTION H – Special Contract Requirements

PART II – CONTRACT CLAUSES

SECTION I – Contract Clauses

PART III – LIST OF DOCUMENTS, EXIBITS AND OTHER ATTACHMENTS

SECTION J – List of Exhibits, Attachments, and Appendices

PART IV – REPRESENTATIONS AND INSTRUCTIONS

SECTION K – Representations, Certifications and Other Statements of Offerors or

Respondents SECTION L – Instructions, Conditions, and Notice to Offerors SECTION M – Evaluation Factors for Award

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Base Year IDIQ Bridge Repair FSGA HAAF

FFP

FOB: Destination

NET AMT

1001 1 Job OPTION Option Yr 1 IDIQ Bridge Repair FSGA HAAF

1002 1 Job OPTION Option Yr 2 IDIQ Bridge Repair FSGA HAAF

1003 1 Job OPTION Option Yr 3 IDIQ Bridge Repair FSGA HAAF

1004 1 Job OPTION Option Yr 4 IDIQ Bridge Repair FSGA HAAF

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

$250,000.00 $1,500,000.00

DELIVERY/TASK ORDER MINIMUM/MAXIMUM QUANTITY AND ORDER VALUE

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

MINIMUM

QUANTITY

MINIMUM

AMOUNT

MAXIMUM

QUANTITY

MAXIMUM

250,000.00 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

$25,000.00

$1,500,000.00

BID SCHEDULE

Bridge IDIQ Base Year

ITEM DESCRIPTION QTY U/M U/P AMOUNT

Timber Bridge Work:

DEMOLITION OF DECKING, TREADWAY,

STRINGERS AND CURB (23' WIDE) 14 LF

0002 DEMOLITION OF FIVE PILE BENT 1 EA

0003 DEMOLITION OF ABUTMENT WINGWALL 315 SF

0004 DEMOLITION OF BULKHEAD 460 SF

CONSTRUCT DECKING, TREADWAY, CURB,

BLOCKING AND STRINGERS, 14' SPAN 1 EA

REMOVE AND REPLACE DECKING, TREADWAY,

CURB AND BLOCKING FULL WIDTH, 23' 14 LF

CONSTRUCT FIVE PILE BENT AND CAP WITH 20'

PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH 30'

PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH 40'

PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH 50'

PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH 60'

PILES 1 EA

0012 CONSTRUCT BULKHEAD 460 SF

0013 CONSTRUCT ABUTMENT TYPE 1 315 SF

0014 CONSTRUCT ABUTMENT TYPE 2 315 SF

CONSTRUCT BRACING (HEIGHT OF BRIDGE

UNDER 12') 50 LF

CONSTRUCT BRACING (HEIGHT OF BRIDGE

OVER 12') 50 LF

REMOVE AND REPLACE 14"x14" CAP (FULL

LENGTH 23') 1 EA

REMOVE AND REPLACE 10"x18" STRINGER

(FULL LENGTH 15'-2") 1 EA

PROVIDE AND INSTALL TIMBER CAP SCAB

ASSEMBLY 1 EA

0020 REMOVE AND REPLACE PILE 20 FOOT LENGTH 1 EA

0021 REMOVE AND REPLACE PILE 30 FOOT LENGTH 1 EA

0022 REMOVE AND REPLACE PILE 40 FOOT LENGTH 1 EA

0023 REMOVE AND REPLACE PILE 50 FOOT LENGTH 1 EA

0024 REMOVE AND REPLACE PILE 60 FOOT LENGTH 1 EA

REMOVE AND REPLACE WINGWALL/BULKHEAD

BOARDS 150 LF

0026 REMOVE AND REPLACE CURB AND BLOCKING 270 LF

0027 REMOVE AND REPLACE TREADWAY SPIKE 4 EA

HAMMER DOWN TREADWAY SPIKE FLUSH

WITH DECK 5 EA

0029 INSPECT AND TIGHTEN BOLTS ON BRIDGE 50 EA

REMOVE AND REPLACE DAMAGED/MISSING

GALVANIZED METAL PILE CAP 2 EA

PROVIDE AND INSTALL SHIMMING PER DETAIL

BETWEEN BRIDGE PILE AND CAP 65 EA

PROVIDE AND INSTALL SHIMS BETWEEN PILE

CAP AND STRINGERS 65 EA

0033 PROVIDE AND INSTALL PILE BAND 2 EA

0034 PROVIDE AND INSTALL RIP RAP 200 TON

0035 REMOVE AND REPLACE TREADWAY BOARD 600 LF

PROVIDE AND INSTALL GALVANIZED 5/8"

DIAMETER NUT AND WASHER 2 EA

PROVIDE AND INSTALL 5/8 " DIAMETER

GALVANIZED BOLT ASSEMBLY (INCLUDES BOLT,

NUT AND WASHER 5/8" DIAMETER x 2'-0"

LONG) 7 EA

Land Disturbing Activities:

EXCAVATION (ON SITE-NO HAULING OFF

REQUIRED) 100 CY

EXCAVATE, HAUL AND SPREAD SOIL ON FORT

STEWART BRIDGE SITE 200 CY

CONTRACTOR PROVIDE, HAUL AND SPREAD

SOIL FOR BRIDGE AT HUNTER AAF 20 CY

0041 BACKFILL AND COMPACT SOIL 300 CY

FINISH GRADING FOR GRASSING (HAND WORK,

INCLUDES LIME AND FERTILIZER) 200 SY

Concrete Work:

0043 DEMOLITION OF REINFORCED CONCRETE 10 CY

0044 SAW CUT CONCRETE UP TO 10" THICK 20 LF

0045 CONCRETE DECK SPALL REPAIR 100 SF

0046 CONCRETE WALL SPALL REPAIR 100 SF

PROVIDE AND PLACE 10" THICK CONCRETE SLAB

INCLUDING REINFORCEMENT AND FORMWORK

FOR BRIDGE APPROACH 30 SY

PROVIDE AND PLACE THICKENED EDGE FOR 10"

THICK CONCRETE SLAB 50 LF

PROVIDE AND INSTALL 1" EXPANSION JOINT

MATERIAL 100 LF

SAW CUT AND SEAL JOINTS IN NEW CONCRETE

SLABS 100 LF

PREPARE AND RESEAL EXISTING JOINT IN

CONCRETE BRIDGE DECKING. (UP TO 2" WIDE) 100 LF

Storm Drainage:

0052 REMOVE STORM PIPE UNDER 36" DIAMETER 50 LF

0053 REMOVE STORM PIPE OVER 36" DIAMETER 50 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 24" DIAMETER 20 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 36" DIAMETER 20 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 48" DIAMETER 10 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 60" DIAMETER 10 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 24" DIAMETER FLARED END SECTION 2 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 36" DIAMETER FLARED END SECTION 2 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 48" DIAMETER FLARED END SECTION 1 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 60" DIAMETER FLARED END SECTION 1 EA

Erosion Control:

PROVIDE AND INSTALL TYPE "SENSITIVE" SILT

FENCE 100 LF

PROVIDE AND INSTALL GEOTEXTILE MATERIAL

(WHEN NOT INCLUDED IN BID ITEM COST) 50 SY

0064 PROVIDE #57 STONE FOR EROSION CONTROL 20 TON

PROVIDE AND GRASS DISTURBED AREA

(HYDROSEEDING) 300 SY

Routine Maintenance:

SELECT CLEARING ON EXISTING BRIDGE

APPROACHES AND SIDE OF BRIDGES 100 SY

0067 CLEAN DIRT FROM EXISTING SIGNS 50 SF

REMOVE DIRT FROM BRIDGE TREADWAY, 23'

WIDE 3000 LF

CONSTRUCT CLASSIFICATION/GUIDE SIGN

(INCLUDE ALL NEW SIGNS) 20 EA

PROVIDE AND INSTALL NEW SIGNS AS

DIRECTED 400 SF

REMOVE AND REPLACE THERMAL REFLECTING

FILM ON SIGNS 100 SF

0072 NON PREPRICED ITEMS 1 LS

Total Cost for all Items

Bridge IDIQ Option Year 1

ITEM DESCRIPTION QTY U/M U/P AMOUNT

Timber Bridge Work:

DEMOLITION OF DECKING, TREADWAY,

STRINGERS AND CURB (23' WIDE) 14 LF

1002 DEMOLITION OF FIVE PILE BENT 1 EA

1003 DEMOLITION OF ABUTMENT WINGWALL 315 SF

1004 DEMOLITION OF BULKHEAD 460 SF

CONSTRUCT DECKING, TREADWAY, CURB,

BLOCKING AND STRINGERS, 14' SPAN 1 EA

REMOVE AND REPLACE DECKING, TREADWAY,

CURB AND BLOCKING FULL WIDTH, 23' 14 LF

CONSTRUCT FIVE PILE BENT AND CAP WITH

20' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

30' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

40' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

50' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

60' PILES 1 EA

1012 CONSTRUCT BULKHEAD 460 SF

1013 CONSTRUCT ABUTMENT TYPE 1 315 SF

1014 CONSTRUCT ABUTMENT TYPE 2 315 SF

CONSTRUCT BRACING (HEIGHT OF BRIDGE

UNDER 12') 50 LF

CONSTRUCT BRACING (HEIGHT OF BRIDGE

OVER 12') 50 LF

REMOVE AND REPLACE 14"x14" CAP (FULL

LENGTH 23') 1 EA

REMOVE AND REPLACE 10"x18" STRINGER

(FULL LENGTH 15'-2") 1 EA

PROVIDE AND INSTALL TIMBER CAP SCAB

ASSEMBLY 1 EA

1020 REMOVE AND REPLACE PILE 20 FOOT LENGTH 1 EA

1021 REMOVE AND REPLACE PILE 30 FOOT LENGTH 1 EA

1022 REMOVE AND REPLACE PILE 40 FOOT LENGTH 1 EA

1023 REMOVE AND REPLACE PILE 50 FOOT LENGTH 1 EA

1024 REMOVE AND REPLACE PILE 60 FOOT LENGTH 1 EA

REMOVE AND REPLACE

WINGWALL/BULKHEAD BOARDS 150 LF

1026 REMOVE AND REPLACE CURB AND BLOCKING 270 LF

1027 REMOVE AND REPLACE TREADWAY SPIKE 4 EA

HAMMER DOWN TREADWAY SPIKE FLUSH

WITH DECK 5 EA

1029 INSPECT AND TIGHTEN BOLTS ON BRIDGE 50 EA

REMOVE AND REPLACE DAMAGED/MISSING

GALVANIZED METAL PILE CAP 2 EA

PROVIDE AND INSTALL SHIMMING PER

DETAIL BETWEEN BRIDGE PILE AND CAP 65 EA

PROVIDE AND INSTALL SHIMS BETWEEN PILE

CAP AND STRINGERS 65 EA

1033 PROVIDE AND INSTALL PILE BAND 2 EA

1034 PROVIDE AND INSTALL RIP RAP 200 TON

1035 REMOVE AND REPLACE TREADWAY BOARD 600 LF

PROVIDE AND INSTALL GALVANIZED 5/8"

DIAMETER NUT AND WASHER 2 EA

PROVIDE AND INSTALL 5/8 " DIAMETER

GALVANIZED BOLT ASSEMBLY (INCLUDES

BOLT, NUT AND WASHER 5/8" DIAMETER x 2'-

0" LONG) 7 EA

1000 Land Disturbing Activities:

EXCAVATION (ON SITE-NO HAULING OFF

REQUIRED) 100 CY

EXCAVATE, HAUL AND SPREAD SOIL ON FORT

STEWART BRIDGE SITE 200 CY

CONTRACTOR PROVIDE, HAUL AND SPREAD

SOIL FOR BRIDGE AT HUNTER AAF 20 CY

1041 BACKFILL AND COMPACT SOIL 300 CY

FINISH GRADING FOR GRASSING (HAND

WORK, INCLUDES LIME AND FERTILIZER) 200 SY

1000 Concrete Work:

1043 DEMOLITION OF REINFORCED CONCRETE 10 CY

1044 SAW CUT CONCRETE UP TO 10" THICK 20 LF

1045 CONCRETE DECK SPALL REPAIR 100 SF

1046 CONCRETE WALL SPALL REPAIR 100 SF

PROVIDE AND PLACE 10" THICK CONCRETE

SLAB INCLUDING REINFORCEMENT AND

FORMWORK FOR BRIDGE APPROACH 30 SY

PROVIDE AND PLACE THICKENED EDGE FOR

10" THICK CONCRETE SLAB 50 LF

PROVIDE AND INSTALL 1" EXPANSION JOINT

MATERIAL 100 LF

SAW CUT AND SEAL JOINTS IN NEW

CONCRETE SLABS 100 LF

PREPARE AND RESEAL EXISTING JOINT IN

CONCRETE BRIDGE DECKING. (UP TO 2"

WIDE) 100 LF

1000 Storm Drainage:

1052 REMOVE STORM PIPE UNDER 36" DIAMETER 50 LF

1053 REMOVE STORM PIPE OVER 36" DIAMETER 50 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 24" DIAMETER 20 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 36" DIAMETER 20 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 48" DIAMETER 10 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 60" DIAMETER 10 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 24" DIAMETER FLARED END SECTION 2 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 36" DIAMETER FLARED END SECTION 2 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 48" DIAMETER FLARED END SECTION 1 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 60" DIAMETER FLARED END SECTION 1 EA

1000 Erosion Control:

PROVIDE AND INSTALL TYPE "SENSITIVE" SILT

FENCE 100 LF

PROVIDE AND INSTALL GEOTEXTILE

MATERIAL (WHEN NOT INCLUDED IN BID

ITEM COST) 50 SY

1064 PROVIDE #57 STONE FOR EROSION CONTROL 20 TON

PROVIDE AND GRASS DISTURBED AREA

(HYDROSEEDING) 300 SY

1000 Routine Maintenance:

SELECT CLEARING ON EXISTING BRIDGE

APPROACHES AND SIDE OF BRIDGES 100 SY

1067 CLEAN DIRT FROM EXISTING SIGNS 50 SF

REMOVE DIRT FROM BRIDGE TREADWAY, 23'

WIDE 3000 LF

CONSTRUCT CLASSIFICATION/GUIDE SIGN

(INCLUDE ALL NEW SIGNS) 20 EA

PROVIDE AND INSTALL NEW SIGNS AS

DIRECTED 400 SF

REMOVE AND REPLACE THERMAL

REFLECTING FILM ON SIGNS 100 SF

1072 NON PREPRICED ITEMS 1 LS

Total Cost for all Items

Bridge IDIQ Option Year 2

Timber Bridge Work:

DEMOLITION OF DECKING, TREADWAY,

STRINGERS AND CURB (23' WIDE) 14 LF

2002 DEMOLITION OF FIVE PILE BENT 1 EA

2003 DEMOLITION OF ABUTMENT WINGWALL 315 SF

2004 DEMOLITION OF BULKHEAD 460 SF

CONSTRUCT DECKING, TREADWAY, CURB,

BLOCKING AND STRINGERS, 14' SPAN 1 EA

REMOVE AND REPLACE DECKING, TREADWAY,

CURB AND BLOCKING FULL WIDTH, 23' 14 LF

CONSTRUCT FIVE PILE BENT AND CAP WITH

20' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

30' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

40' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

50' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

60' PILES 1 EA

2012 CONSTRUCT BULKHEAD 460 SF

2013 CONSTRUCT ABUTMENT TYPE 1 315 SF

2014 CONSTRUCT ABUTMENT TYPE 2 315 SF

CONSTRUCT BRACING (HEIGHT OF BRIDGE

UNDER 12') 50 LF

CONSTRUCT BRACING (HEIGHT OF BRIDGE

OVER 12') 50 LF

REMOVE AND REPLACE 14"x14" CAP (FULL

LENGTH 23') 1 EA

REMOVE AND REPLACE 10"x18" STRINGER

(FULL LENGTH 15'-2") 1 EA

PROVIDE AND INSTALL TIMBER CAP SCAB

ASSEMBLY 1 EA

2020 REMOVE AND REPLACE PILE 20 FOOT LENGTH 1 EA

2021 REMOVE AND REPLACE PILE 30 FOOT LENGTH 1 EA

2022 REMOVE AND REPLACE PILE 40 FOOT LENGTH 1 EA

2023 REMOVE AND REPLACE PILE 50 FOOT LENGTH 1 EA

2024 REMOVE AND REPLACE PILE 60 FOOT LENGTH 1 EA

REMOVE AND REPLACE

WINGWALL/BULKHEAD BOARDS 150 LF

2026 REMOVE AND REPLACE CURB AND BLOCKING 270 LF

2027 REMOVE AND REPLACE TREADWAY SPIKE 4 EA

HAMMER DOWN TREADWAY SPIKE FLUSH

WITH DECK 5 EA

2029 INSPECT AND TIGHTEN BOLTS ON BRIDGE 50 EA

REMOVE AND REPLACE DAMAGED/MISSING

GALVANIZED METAL PILE CAP 2 EA

PROVIDE AND INSTALL SHIMMING PER

DETAIL BETWEEN BRIDGE PILE AND CAP 65 EA

PROVIDE AND INSTALL SHIMS BETWEEN PILE

CAP AND STRINGERS 65 EA

2033 PROVIDE AND INSTALL PILE BAND 2 EA

2034 PROVIDE AND INSTALL RIP RAP 200 TON

2035 REMOVE AND REPLACE TREADWAY BOARD 600 LF

PROVIDE AND INSTALL GALVANIZED 5/8"

DIAMETER NUT AND WASHER 2 EA

PROVIDE AND INSTALL 5/8 " DIAMETER

GALVANIZED BOLT ASSEMBLY (INCLUDES

BOLT, NUT AND WASHER 5/8" DIAMETER x 2'-

0" LONG) 7 EA

2000 Land Disturbing Activities:

EXCAVATION (ON SITE-NO HAULING OFF

REQUIRED) 100 CY

EXCAVATE, HAUL AND SPREAD SOIL ON FORT

STEWART BRIDGE SITE 200 CY

CONTRACTOR PROVIDE, HAUL AND SPREAD

SOIL FOR BRIDGE AT HUNTER AAF 20 CY

2041 BACKFILL AND COMPACT SOIL 300 CY

FINISH GRADING FOR GRASSING (HAND

WORK, INCLUDES LIME AND FERTILIZER) 200 SY

2000 Concrete Work:

2043 DEMOLITION OF REINFORCED CONCRETE 10 CY

2044 SAW CUT CONCRETE UP TO 10" THICK 20 LF

2045 CONCRETE DECK SPALL REPAIR 100 SF

2046 CONCRETE WALL SPALL REPAIR 100 SF

PROVIDE AND PLACE 10" THICK CONCRETE

SLAB INCLUDING REINFORCEMENT AND

FORMWORK FOR BRIDGE APPROACH 30 SY

PROVIDE AND PLACE THICKENED EDGE FOR

10" THICK CONCRETE SLAB 50 LF

PROVIDE AND INSTALL 1" EXPANSION JOINT

MATERIAL 100 LF

SAW CUT AND SEAL JOINTS IN NEW

CONCRETE SLABS 100 LF

PREPARE AND RESEAL EXISTING JOINT IN

CONCRETE BRIDGE DECKING. (UP TO 2"

WIDE) 100 LF

2000 Storm Drainage:

2052 REMOVE STORM PIPE UNDER 36" DIAMETER 50 LF

2053 REMOVE STORM PIPE OVER 36" DIAMETER 50 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 24" DIAMETER 20 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 36" DIAMETER 20 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 48" DIAMETER 10 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 60" DIAMETER 10 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 24" DIAMETER FLARED END SECTION 2 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 36" DIAMETER FLARED END SECTION 2 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 48" DIAMETER FLARED END SECTION 1 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 60" DIAMETER FLARED END SECTION 1 EA

2000 Erosion Control:

PROVIDE AND INSTALL TYPE "SENSITIVE" SILT

FENCE 100 LF

PROVIDE AND INSTALL GEOTEXTILE

MATERIAL (WHEN NOT INCLUDED IN BID

ITEM COST) 50 SY

2064 PROVIDE #57 STONE FOR EROSION CONTROL 20 TON

PROVIDE AND GRASS DISTURBED AREA

(HYDROSEEDING) 300 SY

2000 Routine Maintenance:

SELECT CLEARING ON EXISTING BRIDGE

APPROACHES AND SIDE OF BRIDGES 100 SY

2067 CLEAN DIRT FROM EXISTING SIGNS 50 SF

REMOVE DIRT FROM BRIDGE TREADWAY, 23'

WIDE 3000 LF

CONSTRUCT CLASSIFICATION/GUIDE SIGN

(INCLUDE ALL NEW SIGNS) 20 EA

PROVIDE AND INSTALL NEW SIGNS AS

DIRECTED 400 SF

REMOVE AND REPLACE THERMAL

REFLECTING FILM ON SIGNS 100 SF

2072 NON PREPRICED ITEMS 1 LS

Total Cost of all Items

Bridge IDIQ Option Year 3

Timber Bridge Work:

DEMOLITION OF DECKING, TREADWAY,

STRINGERS AND CURB (23' WIDE) 14 LF

3002 DEMOLITION OF FIVE PILE BENT 1 EA

3003 DEMOLITION OF ABUTMENT WINGWALL 315 SF

3004 DEMOLITION OF BULKHEAD 460 SF

CONSTRUCT DECKING, TREADWAY, CURB,

BLOCKING AND STRINGERS, 14' SPAN 1 EA

REMOVE AND REPLACE DECKING, TREADWAY,

CURB AND BLOCKING FULL WIDTH, 23' 14 LF

CONSTRUCT FIVE PILE BENT AND CAP WITH

20' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

30' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

40' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

50' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

60' PILES 1 EA

3012 CONSTRUCT BULKHEAD 460 SF

3013 CONSTRUCT ABUTMENT TYPE 1 315 SF

3014 CONSTRUCT ABUTMENT TYPE 2 315 SF

CONSTRUCT BRACING (HEIGHT OF BRIDGE

UNDER 12') 50 LF

CONSTRUCT BRACING (HEIGHT OF BRIDGE

OVER 12') 50 LF

REMOVE AND REPLACE 14"x14" CAP (FULL

LENGTH 23') 1 EA

REMOVE AND REPLACE 10"x18" STRINGER

(FULL LENGTH 15'-2") 1 EA

PROVIDE AND INSTALL TIMBER CAP SCAB

ASSEMBLY 1 EA

3020 REMOVE AND REPLACE PILE 20 FOOT LENGTH 1 EA

3021 REMOVE AND REPLACE PILE 30 FOOT LENGTH 1 EA

3022 REMOVE AND REPLACE PILE 40 FOOT LENGTH 1 EA

3023 REMOVE AND REPLACE PILE 50 FOOT LENGTH 1 EA

3024 REMOVE AND REPLACE PILE 60 FOOT LENGTH 1 EA

REMOVE AND REPLACE

WINGWALL/BULKHEAD BOARDS 150 LF

3026 REMOVE AND REPLACE CURB AND BLOCKING 270 LF

3027 REMOVE AND REPLACE TREADWAY SPIKE 4 EA

HAMMER DOWN TREADWAY SPIKE FLUSH

WITH DECK 5 EA

3029 INSPECT AND TIGHTEN BOLTS ON BRIDGE 50 EA

REMOVE AND REPLACE DAMAGED/MISSING

GALVANIZED METAL PILE CAP 2 EA

PROVIDE AND INSTALL SHIMMING PER

DETAIL BETWEEN BRIDGE PILE AND CAP 65 EA

PROVIDE AND INSTALL SHIMS BETWEEN PILE

CAP AND STRINGERS 65 EA

3033 PROVIDE AND INSTALL PILE BAND 2 EA

3034 PROVIDE AND INSTALL RIP RAP 200 TON

3035 REMOVE AND REPLACE TREADWAY BOARD 600 LF

PROVIDE AND INSTALL GALVANIZED 5/8"

DIAMETER NUT AND WASHER 2 EA

PROVIDE AND INSTALL 5/8 " DIAMETER

GALVANIZED BOLT ASSEMBLY (INCLUDES

BOLT, NUT AND WASHER 5/8" DIAMETER x 2'-

0" LONG) 7 EA

3000 Land Disturbing Activities:

EXCAVATION (ON SITE-NO HAULING OFF

REQUIRED) 100 CY

EXCAVATE, HAUL AND SPREAD SOIL ON FORT

STEWART BRIDGE SITE 200 CY

CONTRACTOR PROVIDE, HAUL AND SPREAD

SOIL FOR BRIDGE AT HUNTER AAF 20 CY

3041 BACKFILL AND COMPACT SOIL 300 CY

FINISH GRADING FOR GRASSING (HAND

WORK, INCLUDES LIME AND FERTILIZER) 200 SY

3000 Concrete Work:

3043 DEMOLITION OF REINFORCED CONCRETE 10 CY

3044 SAW CUT CONCRETE UP TO 10" THICK 20 LF

3045 CONCRETE DECK SPALL REPAIR 100 SF

3046 CONCRETE WALL SPALL REPAIR 100 SF

PROVIDE AND PLACE 10" THICK CONCRETE

SLAB INCLUDING REINFORCEMENT AND

FORMWORK FOR BRIDGE APPROACH 30 SY

PROVIDE AND PLACE THICKENED EDGE FOR

10" THICK CONCRETE SLAB 50 LF

PROVIDE AND INSTALL 1" EXPANSION JOINT

MATERIAL 100 LF

SAW CUT AND SEAL JOINTS IN NEW

CONCRETE SLABS 100 LF

PREPARE AND RESEAL EXISTING JOINT IN

CONCRETE BRIDGE DECKING. (UP TO 2"

WIDE) 100 LF

3000 Storm Drainage:

3052 REMOVE STORM PIPE UNDER 36" DIAMETER 50 LF

3053 REMOVE STORM PIPE OVER 36" DIAMETER 50 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 24" DIAMETER 20 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 36" DIAMETER 20 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 48" DIAMETER 10 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 60" DIAMETER 10 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 24" DIAMETER FLARED END SECTION 2 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 36" DIAMETER FLARED END SECTION 2 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 48" DIAMETER FLARED END SECTION 1 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 60" DIAMETER FLARED END SECTION 1 EA

3000 Erosion Control:

PROVIDE AND INSTALL TYPE "SENSITIVE" SILT

FENCE 100 LF

PROVIDE AND INSTALL GEOTEXTILE

MATERIAL (WHEN NOT INCLUDED IN BID

ITEM COST) 50 SY

3064 PROVIDE #57 STONE FOR EROSION CONTROL 20 TON

PROVIDE AND GRASS DISTURBED AREA

(HYDROSEEDING) 300 SY

3000 Routine Maintenance:

SELECT CLEARING ON EXISTING BRIDGE

APPROACHES AND SIDE OF BRIDGES 100 SY

3067 CLEAN DIRT FROM EXISTING SIGNS 50 SF

REMOVE DIRT FROM BRIDGE TREADWAY, 23'

WIDE 3000 LF

CONSTRUCT CLASSIFICATION/GUIDE SIGN

(INCLUDE ALL NEW SIGNS) 20 EA

PROVIDE AND INSTALL NEW SIGNS AS

DIRECTED 400 SF

REMOVE AND REPLACE THERMAL

REFLECTING FILM ON SIGNS 100 SF

3072 NON PREPRICED ITEMS 1 LS

Bridge IDIQ Option Year 4

Timber Bridge Work:

DEMOLITION OF DECKING, TREADWAY,

STRINGERS AND CURB (23' WIDE) 14 LF

4002 DEMOLITION OF FIVE PILE BENT 1 EA

4003 DEMOLITION OF ABUTMENT WINGWALL 315 SF

4004 DEMOLITION OF BULKHEAD 460 SF

CONSTRUCT DECKING, TREADWAY, CURB,

BLOCKING AND STRINGERS, 14' SPAN 1 EA

REMOVE AND REPLACE DECKING, TREADWAY,

CURB AND BLOCKING FULL WIDTH, 23' 14 LF

CONSTRUCT FIVE PILE BENT AND CAP WITH

20' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

30' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

40' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

50' PILES 1 EA

CONSTRUCT FIVE PILE BENT AND CAP WITH

60' PILES 1 EA

4012 CONSTRUCT BULKHEAD 460 SF

4013 CONSTRUCT ABUTMENT TYPE 1 315 SF

4014 CONSTRUCT ABUTMENT TYPE 2 315 SF

CONSTRUCT BRACING (HEIGHT OF BRIDGE

UNDER 12') 50 LF

CONSTRUCT BRACING (HEIGHT OF BRIDGE

OVER 12') 50 LF

REMOVE AND REPLACE 14"x14" CAP (FULL

LENGTH 23') 1 EA

REMOVE AND REPLACE 10"x18" STRINGER

(FULL LENGTH 15'-2") 1 EA

PROVIDE AND INSTALL TIMBER CAP SCAB

ASSEMBLY 1 EA

4020 REMOVE AND REPLACE PILE 20 FOOT LENGTH 1 EA

4021 REMOVE AND REPLACE PILE 30 FOOT LENGTH 1 EA

4022 REMOVE AND REPLACE PILE 40 FOOT LENGTH 1 EA

4023 REMOVE AND REPLACE PILE 50 FOOT LENGTH 1 EA

4024 REMOVE AND REPLACE PILE 60 FOOT LENGTH 1 EA

REMOVE AND REPLACE

WINGWALL/BULKHEAD BOARDS 150 LF

4026 REMOVE AND REPLACE CURB AND BLOCKING 270 LF

4027 REMOVE AND REPLACE TREADWAY SPIKE 4 EA

HAMMER DOWN TREADWAY SPIKE FLUSH

WITH DECK 5 EA

4029 INSPECT AND TIGHTEN BOLTS ON BRIDGE 50 EA

REMOVE AND REPLACE DAMAGED/MISSING

GALVANIZED METAL PILE CAP 2 EA

PROVIDE AND INSTALL SHIMMING PER

DETAIL BETWEEN BRIDGE PILE AND CAP 65 EA

PROVIDE AND INSTALL SHIMS BETWEEN PILE

CAP AND STRINGERS 65 EA

4033 PROVIDE AND INSTALL PILE BAND 2 EA

4034 PROVIDE AND INSTALL RIP RAP 200 TON

4035 REMOVE AND REPLACE TREADWAY BOARD 600 LF

PROVIDE AND INSTALL GALVANIZED 5/8"

DIAMETER NUT AND WASHER 2 EA

PROVIDE AND INSTALL 5/8 " DIAMETER

GALVANIZED BOLT ASSEMBLY (INCLUDES

BOLT, NUT AND WASHER 5/8" DIAMETER x 2'-

0" LONG) 7 EA

4000 Land Disturbing Activities:

EXCAVATION (ON SITE-NO HAULING OFF

REQUIRED) 100 CY

EXCAVATE, HAUL AND SPREAD SOIL ON FORT

STEWART BRIDGE SITE 200 CY

CONTRACTOR PROVIDE, HAUL AND SPREAD

SOIL FOR BRIDGE AT HUNTER AAF 20 CY

4041 BACKFILL AND COMPACT SOIL 300 CY

FINISH GRADING FOR GRASSING (HAND

WORK, INCLUDES LIME AND FERTILIZER) 200 SY

4000 Concrete Work:

4043 DEMOLITION OF REINFORCED CONCRETE 10 CY

4044 SAW CUT CONCRETE UP TO 10" THICK 20 LF

4045 CONCRETE DECK SPALL REPAIR 100 SF

4046 CONCRETE WALL SPALL REPAIR 100 SF

PROVIDE AND PLACE 10" THICK CONCRETE

SLAB INCLUDING REINFORCEMENT AND

FORMWORK FOR BRIDGE APPROACH 30 SY

PROVIDE AND PLACE THICKENED EDGE FOR

10" THICK CONCRETE SLAB 50 LF

PROVIDE AND INSTALL 1" EXPANSION JOINT

MATERIAL 100 LF

SAW CUT AND SEAL JOINTS IN NEW

CONCRETE SLABS 100 LF

PREPARE AND RESEAL EXISTING JOINT IN

CONCRETE BRIDGE DECKING. (UP TO 2"

WIDE) 100 LF

4000 Storm Drainage:

4052 REMOVE STORM PIPE UNDER 36" DIAMETER 50 LF

4053 REMOVE STORM PIPE OVER 36" DIAMETER 50 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 24" DIAMETER 20 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 36" DIAMETER 20 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 48" DIAMETER 10 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 60" DIAMETER 10 LF

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 24" DIAMETER FLARED END SECTION 2 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 36" DIAMETER FLARED END SECTION 2 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 48" DIAMETER FLARED END SECTION 1 EA

PROVIDE AND INSTALL CORRUGATED METAL

PIPE 60" DIAMETER FLARED END SECTION 1 EA

4000 Erosion Control:

PROVIDE AND INSTALL TYPE "SENSITIVE" SILT

FENCE 100 LF

PROVIDE AND INSTALL GEOTEXTILE

MATERIAL (WHEN NOT INCLUDED IN BID

ITEM COST) 50 SY

4064 PROVIDE #57 STONE FOR EROSION CONTROL 20 TON

PROVIDE AND GRASS DISTURBED AREA

(HYDROSEEDING) 300 SY

4000 Routine Maintenance:

SELECT CLEARING ON EXISTING BRIDGE

APPROACHES AND SIDE OF BRIDGES 100 SY

4067 CLEAN DIRT FROM EXISTING SIGNS 50 SF

REMOVE DIRT FROM BRIDGE TREADWAY, 23'

WIDE 3000 LF

CONSTRUCT CLASSIFICATION/GUIDE SIGN

(INCLUDE ALL NEW SIGNS) 20 EA

PROVIDE AND INSTALL NEW SIGNS AS

DIRECTED 400 SF

REMOVE AND REPLACE THERMAL

REFLECTING FILM ON SIGNS 100 SF

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 1002 N/A N/A N/A Government 1003 N/A N/A N/A Government 1004 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 30-MAY-2024 TO

29-MAY-2025

N/A N/A

1001 POP 30-MAY-2025 TO

29-MAY-2026

1002 POP 30-MAY-2026 TO

29-MAY-2027

1003 POP 30-MAY-2027 TO

29-MAY-2028

1004 POP 30-MAY-2028 TO

29-MAY-2029

Section G - Contract Administration Data

SUBMITTALS

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

STATEMENT OF WORK

TECHNICAL PROVISIONS

GENERAL

Maintain and Repair Bridges (IDIQ) IJO Nos. WG-300-2J/ED-302-2J

FS-4217/H-2127

1 DESCRIPTION OF WORK:

1.1 Work to be Done: 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. The work includes, but is not necessarily restricted to, the following items.

1.2 SCOPE OF WORK:

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), Ft Stewart and Hunter AAF and shall be complete in strict accordance with specifications and drawings. The work includes, but is not necessarily restricted to, the following items.

1.2.1 After receipt of contract award and upon notification by the Contracting

Officer, the Contractor shall meet Government personnel for the purpose of verifying existing site conditions of each bridge. The contractor and Government will visit each bridge for the purpose of scoping the work to be done. Performance time will be cited on each delivery order in accordance with the contract provision entitled, “Delivery Order Performance Time”.

1.2.2 Contractor shall demolish as issued by the delivery order existing bridge(s) which may include bulkheads, wingwalls, stringers, piles, caps, decking, and miscellaneous items.

1.2.3 Contractor shall remove all debris and demolished material to the appropriate sites. No landfills are available to use on Ft. Stewart or Hunter AAF.

1.2.4 Contractor shall construct new timber bridges or repair by component replacement as issued by the delivery order to include bulkheads, wingwalls, stringers, decking, piles, caps, signs, miscellaneous bolts and fasteners, etc., as directed in the scope of work to the details shown on the drawings and as described in the specifications. The work also includes clearing brush, excavation, backfilling, compacting, and grading as required in each individual delivery order.

1.2.5 Contractor shall repair cracks and spalls in concrete bridges and culverts.

1.2.6 Contractor shall seal joints in concrete bridge and culvert decks and substructures.

1.2.7 Contractor shall install concrete bridge approaches for timber bridges.

1.2.8 Contractor shall install and repair signs for bridge classification information, regulations and warnings.

1.2.9 Contractor shall install storm piping in location directed. This work includes excavation, backfilling, compacting, and grading as necessary as required in each individual delivery order.

1.2.10 Contractor shall seed and establish grass in all disturbed areas.

1.3 Additives – N / A

1.4 Government Furnished – Government Installed (GF-GI) Furniture and

Equipment: – N / A

1.5 Government Furnished – Contractor Installed (GF-CI) Furniture and

Equipment: – N / A

1.6 Contractor Furnished – Contractor Installed (CF-CI) Furniture and

Equipment: – N / A

1.7 WORK BY OTHERS: The Contractor shall afford the Government and separate contractors reasonable opportunity for the introduction and storage of their materials and equipment and the execution of their work, and shall connect and coordinate his work with theirs as required by the Contract Documents.

1.8 DRAWINGS AND SITE VISITS

The drawings provide details for the maintenance and repair of bridges on

Fort Stewart and Hunter Army Airfield. It is strongly recommended that the Contractor visit the site to determine the complexity of the work and the amount of material required to perform this project. Field measurements may be necessary to determine the size and quantity of materials. Conditions which are obvious/visible or which should be reasonably anticipated by the Contractor on inspection will not be considered under the Differing Site Conditions provision of the contract.

1.9 ENVIRONMENTAL REQUIREMENTS

Contractor shall comply with “Attachment A - Environmental

Requirements” for the following items:

Recycling, Salvage and Disposal of Materials Fort Stewart and Hunter Army Airfield

Toxic Substances Control Act (TSCA) Requirements Stormwater / Erosion and Sedimentation Control (E & S)

Requirements

Painting Operations

Cultural Resource Management (CRM)

2 CONSTRUCTION CONSTRAINTS

2.1 Time of Performance

2.1.1 Access to Buildings – N / A

2.1.2 Work Requiring Outages – N / A

2.2 Outages – N / A

2.3 Continuity – N / A

2.4 Road and/or Railroad Closures

2.4.1 Contractor shall request closure of the road, railroad or bridges by written request to the Contracting Officer’s Representative at least 15 working days prior to the desired closing date for any road, railroad or bridge, or portion thereof, to traffic. The request shall also include a schedule of work for each phase of work for each bridge to be replaced or repaired. A sketch shall be provided showing locations of closure area and placement of barricades and signs for traffic control.

2.4.2 Before closing or removing a road or bridge, contractor shall furnish and erect approved barricades, warning lights, signals and signs to protect the public as approved by the Contracting Officer Representative. Contractor will be responsible for maintaining traffic control devices during construction at each bridge location.

2.4.3 During minor repairs and deck cleaning on bridge the contractor shall maintain one-way traffic on bridges where applicable.

2.5 Entry – Entry to all areas, except the cantonment area, shall be coordinated with the Contracting Officer’s Representative and Range Control, Building 8302, 2405 Georgia Highway 144 East (intersection of Highway 144 and Fort Stewart Road 47) and the Provost Marshal’s Office.

The contractor shall notify the Contracting Officer’s Representative 30 working days in advance to coordinate the contract performance with the Range Control office.

2.6 Fire Zone – The contractor is required to provide 72-hour notice to the

Contracting Officer prior to the final programming of the fire zone information at the main fire station.

2.7 Foreign Object Debris (FOD) – The Contractor shall take special precautions to contain Foreign Object Debris (FOD) in and around any runways, taxiways and aprons.

2.8 Operational Safety on the Airfield During Construction – N / A

3 CONSTRUCTION ACTIVITIES:

3.1 Contractor shall submit a Safety Plan and Construction Schedule to the

Contracting Officer’s Representative (COR) 10 days in advance of any construction activities to arrange specific schedule for performing work as required by this Contract.

3.2 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.

3.2.1 The contractor shall establish a quality control system to perform sufficient inspection and testing 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.

3.2.2 Before construction operations are commenced, the Contractor shall meet with the Contracting Officer and discuss his quality control plan. The meeting shall develop mutual understanding relative to details of the system, including the forms to be used for recording the quality control operations, inspections, administration of the system, and the interrelationship of Contractor and Government Inspection.

3.2.3 Safety and Health; All work shall be in compliance with U.S. Army Corps of Engineers USACE Engineering Manual 385-1-1.

3.3 Key Personnel

3.3.1 Site Superintendent: The Contractor shall provide a single, Site

Superintendent and an alternate for each resulting order. The Site Superintendent shall have a minimum of five (5) years' experience in the types of projects described in Paragraph 1.1, “Work to be Done”, with a minimum of three (3) years' experience in a supervisory position. A resume of this experience shall be submitted within 15 days after award and shall indicate the superintendent position possesses the particular knowledge, skills, and abilities to successfully perform the duties of the position. The candidate shall show evidence of journeyman level experience in an accepted construction trade. Supervisory experience may run concurrent with general construction experience. The education qualifications shall, at a minimum include a graduate of an accredited technical school in an appropriate field of study relating to an accepted construction trade, equitable qualifications through a recognized union in the construction trades arena, or current or former licensed owner/operator of a business specializing in the construction field.

Depending on the experience, the education requirement may be waived on a case-by-case basis.

3.3.2 Quality Control Manager: The Contractor shall provide Quality Control personnel who are on-site at all times during construction and employed by the Prime Contractor. The proposed CQC System personnel shall have a minimum of five (5) years of experience in the construction field with a minimum of three (3) years of experience in construction quality control inspection/management. A resume of this experience shall be submitted within 15 days after award and shall indicate the QC representative position possesses the particular knowledge, skills, and abilities to successfully perform the duties of the position. This experience should be on projects that have a dollar value greater than $100,000 and of a type similar to the types of projects listed in the Scope of Work.

4 FACTORS AFFECTING PERFORMANCE UNDER THIS CONTRACT:

4.1 The Contractor shall coordinate use of work sites for access, staging, and parking with the COR.

4.2 Contractor shall be responsible for limiting access of its employees and subcontractors to the area of work defined in the Contract.

4.3 Contractor shall maintain haul routes to and from the job sites and the borrow pits, to include the borrow pit. In addition, it is the contractor’s responsibility to meet all Local, State and Federal regulations for the operation of a borrow pit. Contractor shall control runoff and erosion on all excavation and backfilling operations.

4.4 Electric power will not be available for use at job site. It shall be the contractor’s responsibility to furnish all necessary electrical power, temporary wiring and safety devices necessary to comply with the applicable codes/safety requirements.

4.5 Maintenance work on bridges shall be limited to 10 bridges at one time unless approved by the COR. Total bridge replacement shall be limited to two bridges at one time unless approved by the COR.

4.6 Excavation Permits: Permits shall be issued by using the Georgia 811, Utilities Protection Center, Inc. Phone number is 1-800-282-7411.

Excavation of any type is prohibited after normal working hours without prior approval of the Contracting Officer.

4.7 Contractor office trailers and storage yard will be in accordance with “US

Army Garrison, Ft. Stewart and Hunter AAF Policy memorandum #16 - Design and Maintenance of Contractor Storage” dated 25 January 2013.

4.8 Electrical power for temporary construction office during contract will be accomplished through coordination and paid to Canoochee EMC.

5 AS-BUILT RECORD DRAWINGS: – N / A

6 SECURITY REQUIREMENTS.

6.1 All contractor employees, to include subcontractor employees, requiring access to government installations, facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable. The contractor shall submit certificates of completion for each affected contractor employee and subcontractor employee to the COR or the Contracting officer (if a COR has not been designated) within 30 calendar days after completion of training by all employees and subcontractor personnel. AT level I awareness training is available at the following website:

https://jkodirect.jten.mil

The contractor and all associated sub-contractors shall brief all employees on the local iWATCH program. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 30 calendar days after contract award. The Contractor and all associated sub-contractor employees shall comply with applicable Installation, facility, and area Commander’s local access and security policies and procedures. If required by this contract, the contractor shall also provide all information for background checks to meet Installation access requirements to be accomplished by Installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or Installation change, the Government may require changes in contractor security matters or processes.

ATTACHMENT A – ENVIRONMENTAL REQUIREMENTS

1. RECYCLING, SALVAGE, AND DISPOSAL OF MATERIALS FORT STEWART

AND HUNTER ARMY AIRFIELD

1.1 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.

1.2 Recycling/Salvage: Fort Stewart and Hunter Army Air Field has a mandatory recycling program. The Installation Command Policy Letter #30 and Command Recycling SOP can be accessed at http://www.stewart.army.mil/info/?id=443&p=1. All recyclable materials (listed in the recycling SOP) 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 to 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.

1.3 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 pick-up/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.

1.4 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 placed inside the nearest blue recycle dumpster.

1.5 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.

1.6 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.

1.7 Chillers, pumps, HVAC units, and similar equipment must be logged on an applicable inventory/certification document prior to turn-in to recycling yard (on DD Form 1348). The form will be used to track the removal of units from facilities, refrigerant removal certification (if applicable), and a chain of custody from removal technician thru supply manager to recycling technician. The serial number and facility number will be listed on each form and one form may contain more than one like item. Recycling Yard personnel will verify document to items turned in, sign the document, and retain a file copy. Contractor shall submit this form to the KO. Additionally, damaged HVAC system may be accepted as scrap metal at the FSGA Recycling Scrap Metal Yard, Building 1143, or the HAAF Recycling Yard, Building 728, provided any and all freon has been certified as being removed from the system.

2. Toxic Substances Control Act (TSCA) Requirements

2.1 Asbestos Containing Materials (ACM)

2.1.1 If ACM will either be disturbed or removed, the contractor must perform asbestos abatement, containment, disposal and a 10-day notification to the Georgia Environmental Protection Division (GA EPD), as required by the Georgia Asbestos Safety Act, Official Code of Georgia Annotated Section 12-12-1.