AG-1484-S-16-0002_Complete.pdf

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

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

9.

INFORMATION

a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

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

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

USDA FOREST SERVICE

ALLEGHENY NATIONAL FOREST

4 FARM COLONY DRIVE

WARREN PA 16365

24H8

USDA Forest Service - Allegheny NF

ATTN: Alan Zero 4 Farm Colony Drive Warren, PA 16365

ALAN ZERO 814-728-6288

1x 03/18/2016

AG-1484-S-16-0002

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

PROJECT TITLE: Dolly Copp Campground Reconstruction

The magnitude of this project is between $5,000,000 and $10,000,000.

This is a 100% small business set-aside per FAR 19.502-2

The statement of work is included in this solicitation and will be included in the award document.

11. The Contractor shall begin performance

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

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

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

10 393 calendar days and complete it within ________________ ________________ calendar days after receiving

52.211-10

04/20/2016

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)

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

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

CODE FACILITY CODE

AMOUNTS

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

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

(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) 20b. SIGNATURE 20c. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document and return (Contractor is not required to sign this document.)

Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

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

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE

BY

2PAGE OF

USDA FOREST SERVICE

ALLEGHENY NATIONAL FOREST

4 FARM COLONY DRIVE

WARREN PA 16365

24H8

ALAN J. ZERO

28. NEGOTIATED AGREEMENT 29. AWARD

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, copies to issuing office.)

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

STANDARD FORM 1442 (REV. 4-85) BACK

Continued...

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 57

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

AG-1484-S-16-0002

PROJECT TITLE: Dolly Copp Campground

Reconstruction

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

CONSTRUCTION RFP SOL NO AG-1484-S-16-0002

White Mountain National Forest

Dolly Copp Project Phase 1

SECTION B – SERVICES AND PRICES

B-1 – SCHEDULE OF ITEMS:

Item # Description Unit Quantity Unit Price Total Price

Base Bid - Water, Electric, Telephone, and Road

Miscellaneous

00-1 Mobilization/Demobilization LS 1 $ $

00-2 SWPPP Preparation LS 1 $ $

00-3 SWPPP Monitoring HR 60 $ $

635 Temporary Traffic Control LS 1 $ $

Division 02 - Structure Demolition

02-1 Remove and dispose existing water faucet EA 36 $ $

Division 26 - Electrical & Communication 26-1 1" Sched 40 PVC LF 90 $ $

26-2 2" Sched 40 PVC LF 3,590 $ $

26-3 3" Sched 40 PVC LF 27,820 $ $

26-4 Expansion Fittings - 2" EA 3 $ $

26-5 Expansion Fittings - 3" EA 14 $ $

26-6 Sector Cabinet Bases EA 10 $ $

26-7 Pad Mounted Transformer Bases EA 18 $ $

26-8 Primary Power In Ground Pull Boxes EA 1 $ $

26-9 Secondary Power and Communications In Ground Pull Boxes EA 6 $ $

26-10 Distribution Enclosure (Treated Wood Backboard w/ Small Roof) EA 9 $ $

26-11 3" Rigid Galvanized Steel LF 190 $ $

26-12 400A NEMA 3R Panelboards EA 7 $ $

26-13 200A NEMA 3R Panelboards EA 3 $ $

26-14 GFCI Receptacles EA 10 $ $

26-15 Style 1 Power Units EA 20 $ $

26-16 Style 2 Power Units EA 42 $ $

26-17 350KcMil Al, 600v XHHW-2 LF 5,000 $ $

26-18 300KcMil Al, 600v XHHW-2 LF 6,800 $ $

26-19 250KcMil Al, 600v XHHW-2 LF 16,000 $ $

26-20 4/0 Al, 600v XHHW-2 LF 2,250 $ $

26-21 3/0 Al, 600v XHHW-2 LF 9,200 $ $

26-22 1/0 Al, 600v XHHW-2 LF 6,400 $ $

26-23 #2 Cu, 600v XHHW-2 LF 18,100 $ $

26-24 #4 Cu, 600v XHHW-2 LF 7,350 $ $

26-25 #6 Cu, 600v XHHW-2 LF 2,200 $ $

Dolly Copp Project Phase 1

26-26 #8 Cu, 600v XHHW-2 LF 525 $ $

26-27 #10 Cu, 600v XHHW-2 LF 200 $ $

26-28 Equipment Connections EA 100 $ $

26-29 200A Meter Sockets EA 5 $ $

26-30 400A Meter Sockets EA 10 $ $

26-31 Eversource Utility Connection Fee LS 1 $ $

Division 31 - Earthwork 31-1 Site Clearing AC 0.5 $ $

31-2 Rock Excavation CY 270 $ $

31-3 Dewatering LS 1 $ $

31-4 Topsoil CY 75 $ $

31-5 6" Riprap (Waterline Drains) CY 3 $ $

31-6 Electrical/Communication Trenching (Combined With Water) LF 5,895 $ $

31-7 Electrical/Communication Trenching (Separate from Water) LF 10,940 $ $

31-8 Horizontal Bore (Culhane Brook - Electrical/Communication) LS 1 $ $

31-9 Erosion Control LS 1 $ $

Division 32 - Exterior Improvements 32-1 Seeding SY 1,550 $ $

Division 33 - Utilities

33-1 Water Faucet Assembly (Includes Paved Apron and Drainage Stone) EA 14 $ $

33-2 RV Water Hook-Up Assembly EA 9 $ $

33-3 Well sand separator EA 2 $ $

33-4 Gate valve - 3" w/ valve box EA 1 $ $

33-5 Gate valve - 4" w/ valve box EA 15 $ $

33-6 Gate valve - 6" w/ valve box EA 7 $ $

33-7 Curb stop - 1" w/ service box EA 20 $ $

33-8 Curb stop - 2" w/ service box EA 12 $ $

33-9 Tee - 2"x2"x2" EA 2 $ $

33-10 Tee - 4"x4"x4" EA 12 $ $

33-11 Tee - 6"x4"x4" EA 3 $ $

33-12 Tee - 6"x6"x4" EA 4 $ $

33-13 Tee - 6"x6"x6" EA 2 $ $

33-14 Butt Cap - 4" EA 7 $ $

33-15 Butt Cap - 2" EA 5 $ $

33-16 Butt Cap - 1" EA 3 $ $

33-17 2" Polyethylene Strainer (Water Drains) EA 1 $ $

33-18 4" Polyethylene Strainer (Water Drains) EA 1 $ $

Dolly Copp Project Phase 1

33-19 1" CTS HDPE tubing (Includes Trenching) LF 1,815 $ $

33-20 2" CTS HDPE tubing (Includes Trenching) LF 1,815 $ $

33-21 4" HDPE waterline (Includes Trenching) LF 2,400 $ $

33-22 6" HDPE waterline (Includes Trenching) LF 3,375 $ $

33-23 1" Polyethylene Strainer (Water Drains) EA 1 $ $

33-24 SDR-35 PVC (Maintenance Garage Waterline Sleeve) LF 25 $ $

150 – Project Requirements

15201 Construction Survey and Staking, Tolerance C LS 1 $ $

15401 Contractor Testing LS 1 $ $

15702 Silt Fence LF 5,400 $ $

15710 Sediment Bag LS 1 $ $

200 – Earthwork

20102 Clearing & Grubbing LS 1 $ $

203013 Site Demo – Gates EA 11 $ $

203021 Site Demo – Culverts 0-24” LF 953 $ $

203022 Site Demo – Culverts +24” LF 88 $ $

20400 Earthwork General LS 1 $ $

25104 Keyed Riprap, Class 3 CY 400 $ $

300 – Aggregate Courses 30103 Aggregate Base, Grading C, Compaction Method D CY 5,075 $ $

30107 Subbase Grading A, Compaction Method D CY 5,305 $ $

30107 Subbase Grading D, Compaction Method D CY 90 $ $

30111 Aggregate Surface Course, Grading E, Compaction Method D CY 90 $ $

400 – Asphalt Pavements and Surface Treatments

403152 Asphalt Cement, NHDOT Type B TON 2,935 $ $

41304 Asphalt Pavement Milling, 2 inch depth SY 9,085 $ $

600 – Incidental Courses 602010 4” PVC Culvert LF 30 $ $

602012 15” HDPE Culvert LF 282 $ $

602013 18” HDPE Culvert LF 382 $ $

602014 24” HDPE Culvert LF 432 $ $

602015 30” HDPE Culvert LF 89 $ $

602016 42” HDPE Culvert LF 42 $ $

602017 48” HDPE Culvert LF 67 $ $

602071 Flared End Section – 15” EA 9 $ $

602072 Flared End Section – 18” EA 9 $ $

602073 Flared End Section – 24” EA 7 $ $

602074 Flared End Section – 30” EA 3 $ $

62002 Rubble Masonry, Rock Faced Finish EA 44 $ $

Dolly Copp Project Phase 1

60903 Granite Stone Curb Type I, 18 inch LF 950 $ $

62401 Furnishing and Placing Topsoil, 4 inch depth SY 16,700 $ $

62519 Turf Establishment ACRE 3.5 $ $

62901 Erosion Control Mat Type 2D SY 2,000 $ $

633011 Sign – Type A EA 5 $ $

63306 Object Markers EA 50 $ $

63308 Remove and Reset Sign EA 20 $ $

63309 Remove and Stockpile Sign EA 1 $ $

633102 Remove and Reset Check-Out Box EA 1 $ $

633103 Remove and Reset Flag Pole EA 1 $ $

633104 Relocate Firewood Stockpile LS 1 $ $

63406 Pavement Markings LS 1 $ $

63501 Temporary Traffic Control LS 1 $ $

Division 12 - Furnishings

12-1 Timber Gate EA 10 $ $

12-2 Double Metal Gate EA 1 $ $

12-3 Speed Bump LF 52 $ $

Base Bid Total $

Dolly Copp Project Phase 1

Bid Option #1 - Water Storage Tank Supply &

Distribution

Miscellaneous

BO1-00-1 Mobilization/Bonding LS 1 $ $

Division 02 – Structure Demolition

BO1-02-1 Remove and dispose existing water faucet EA 5 $ $

BO1-02-2 Remove Culhane Brook waterline crossing LF 250 $ $

Division 09 - Finishes

BO1-09-1 Concrete Water Storage Tank Painting SF 1,260 $ $

Division 31 - Earthwork

BO1-31-1 Site Clearing AC 0.5 $ $

BO1-31-2 Rock Excavation CY 50 $ $

BO1-31-3 Topsoil CY 300 $ $

BO1-31-4 Erosion Control LS 1 $ $

Division 32 – Exterior Improvements

BO1-32-1 Seeding SY 2,650 $ $

Division 33 - Utilities

BO1-33-1 Culhane Brook Waterline Crossing Support Structure Modifications LS 1 $ $

BO1-33-2 Water Storage Tank Access Hatch LS 1 $ $

BO1-33-3 Water Storage Tank Modifications - Interior Pipe & Coring LS 1 $ $

BO1-33-4 Water Storage Tank Supply & Distr. Pipe - DI Pipe, Fittings, & Strainers LS 1 $ $

BO1-33-5 Well #1 Control House Pipe - DI Pipe, Fittings, & Water Meter LS 1 $ $

BO1-33-6 3" Water Meter EA 1 $ $

BO1-33-7 Check valve - 3" EA 2 $ $

BO1-33-8 RV Water Hook-Up Assembly EA 1 $ $

BO1-33-9 Water Faucet Assembly (Includes Paved Apron and Drainage Stone) EA 2 $ $

BO1-33-10 Gate valve - 4" w/out valve box (Well #1 Control House) EA 1 $ $

BO1-33-11 Gate valve - 6" w/out valve box (Well #1 Control House) EA 1 $ $

BO1-33-12 Curb stop - 1" w/ service box EA 2 $ $

BO1-33-13 Curb stop - 2" w/ service box EA 2 $ $

BO1-33-14 1" CTS HDPE tubing (Includes Trenching) LF 130 $ $

BO1-33-15 2" CTS HDPE tubing (Includes Trenching) LF 210 $ $

BO1-33-16 4" HDPE waterline (Includes Trenching) LF 1,070 $ $

BO1-33-17 6" HDPE waterline (Includes Trenching) LF 1,775 $ $

BO1-33-18 4" DI waterline (Culhane Brook Crossing) LF 250 $ $

BO1-33-19 6" DI waterline (Culhane Brook Crossing) LF 250 $ $

Bid Option #1 Subtotal $

Dolly Copp Project Phase 1

Bid Option #2 – Hayes Field Water

Miscellaneous

BO2-00-1 Mobilization/Bonding LS 1 $ $

Division 02 – Structure Demolition

BO2-02-1 Remove and dispose existing water faucet EA 4 $ $

Division 31 - Earthwork

BO2-31-1 Rock Excavation CY 30 $ $

BO2-31-2 Topsoil CY 30 $ $

BO2-31-3 6" Riprap (Waterline Drains) CY 1 $ $

BO2-31-4 Erosion Control LS 1 $ $

Division 32 - Exterior Improvements

BO2-32-1 Seeding SY 250 $ $

Division 33 - Utilities

BO2-33-1 RV Water Hook-Up Assembly EA 21 $ $

BO2-33-2 Water Faucet Assembly (Includes Paved Apron and Drainage Stone) EA 2 $ $

BO2-33-3 Gate valve - 4" w/ valve box EA 2 $ $

BO2-33-4 Curb stop - 1" w/ service box EA 4 $ $

BO2-33-5 Curb stop - 2" w/ service box EA 2 $ $

BO2-33-6 4" Polyethylene Strainer (Water Drains) EA 1 $ $

BO2-33-7 1" CTS HDPE tubing (Includes Trenching) LF 1,335 $ $

BO2-33-8 2" CTS HDPE tubing (Includes Trenching) LF 215 $ $

BO2-33-9 4" HDPE waterline (Includes Trenching) LF 1,500 $ $

Bid Option #2 Subtotal $

Bid Option #3 – Big Meadow Water

Miscellaneous

BO3-00-1 Mobilization/Bonding LS 1

Division 31 - Earthwork

BO3-31-1 Rock Excavation CY 65 $ $

BO3-31-2 Topsoil CY 90 $ $

BO3-31-3 6" Riprap (Waterline Drains) CY 2 $ $

BO3-31-4 Erosion Control LS 1 $ $

Division 32 - Exterior Improvements

BO3-32-1 Seeding SY 1,000 $ $

Division 33 - Utilities

BO3-33-1 RV Water Hook-Up Assembly EA 36 $ $

BO3-33-2 Gate valve - 4" w/ valve box EA 10 $ $

BO3-33-3 Curb stop - 2" w/ service box EA 4 $ $

BO3-33-4 Tee - 4"x4"x4" EA 6 $ $

BO3-33-5 Butt Cap - 2" EA 1 $ $

BO3-33-6 4" Polyethylene Strainer (Water Drains) EA 2 $ $

BO3-33-7 1" CTS HDPE tubing (Includes Trenching) LF 1,985 $ $

BO3-33-8 2" CTS HDPE tubing (Includes Trenching) LF 180 $ $

BO3-33-9 4" HDPE waterline (Includes Trenching) LF 3,900 $ $

Bid Option #3 Subtotal $

Bid Option #4 – Precast Box Culvert

150 – Project Requirements

BO4-15101 Mobilization/Bonding LS 1 $ $

BO4-15214 Survey and Stake-Out, Bridge EA 1 $ $

BO4-15401 Contractor Testing LS 1 $ $

BO4-15702 Silt Fence LF 130 $ $

BO4-15706 Temporary Culvert Pipe LS 1 $ $

200 – Earthwork

BO4-20801 Structure Excavation CY 520 $ $

BO4-20803 Structural Backfill CY 225 $ $

BO4-25101 Placed Riprap, Class 4 CY 14 $ $

300 – Aggregate Courses

BO4-30103 Crushed Gravel Base Course – Type C CY 25 $ $

NHDOT 500- Structures

BO4-

520.00221 Precast Concrete Box Culvert (Concrete Class AAA) (Bridge) LS 1 $ $

550 – Bridge Construction

BO4-55901 Membrane Waterproofing SY 13 $ $

600 – Incidental Construction

BO4-61401 Lean Concrete Backfill SY 6 $ $

BO4-61707 Structure Transition Railing LF 157 $ $

Bid Option #4 Subtotal $

Bid Option #5 – Wastewater - Area “A”

BO5-00-1 Mobilization/Bonding LS 1 $ $

BO5-00-2 SWPPP Preparation LS 1 $ $

BO5-00-3 SWPPP Monitoring HR 30 $ $

BO5-635 Temporary Traffic Control LS 1 $ $

Division 02 – Structure Demolition

BO5-02-1 Remove and dispose existing septic tanks EA 8 $ $

Division 13 – Special Construction

BO5-13-1 Cortez Toilet Building EA 2 $ $

BO5-13-2 Cortez Toilet Building with Water Pressure Boosting Pump EA 1 $ $

BO5-13-3 Arapaho Toilet Building EA 1 $ $

BO5-13-4 Arapaho Toilet Building with Water Pressure Boosting Pump EA 2 $ $

BO5-13-5 Cheyenne Toilet Building EA 1 $ $

Division 26 – Electrical & Communication

BO5-26-1 2" Sched 40 PVC LF 40 $ $

BO5-26-2 3" Sched 40 PVC LF 100 $ $

BO5-26-3 250KcMil Al, 600v XHHW-2 LF 1,770 $ $

BO5-26-4 4/0 Al, 600v XHHW-2 LF 915 $ $

BO5-26-5 #2 Cu, 600v XHHW-2 LF 525 $ $

BO5-26-6 #4 Cu, 600v XHHW-2 LF 900 $ $

BO5-26-7 #8 Cu, 600v XHHW-2 LF 165 $ $

Division 31 - Earthwork

BO5-31-1 Clearing and grubbing AC 0.6 $ $

BO5-31-2 Dewatering LS 1 $ $

BO5-31-3 Topsoil (4" Deep) CY 640 $ $

BO5-31-4 Erosion Control LS 1 $ $

Division 33 - Utilities

BO5-33-1 2” CTS HDPE tubing (includes trenching) LF 150 $ $

BO5-33-2 4" SCHD 80 PVC sewerline LF 1,260 $ $

BO5-33-3 4" SDR-26 PVC sewerline LF 700 $ $

BO5-33-4 Septic tank - 1,250 gal EA 3 $ $

BO5-33-5 Septic tank - 1,500 gal EA 2 $ $

BO5-33-6 Septic tank - 2,500 gal EA 2 $ $

BO5-33-7 Septic tank - 3,500 gal EA 2 $ $

BO5-33-8 Distribution Box - 3 outlet EA 1 $ $

BO5-33-9 Distribution Box - 7 outlet EA 1 $ $

BO5-33-10 Distribution Box - 8 outlet EA 3 $ $

Dolly Copp Project Phase 1

BO5-33-11 Distribution Box - 9 outlet EA 1 $ $

BO5-33-12 Distribution Box - 10 outlet EA 2 $ $

BO5-33-13 Distribution Box - 16 outlet EA 1 $ $

BO5-33-14 Cleanouts EA 14 $ $

BO5-33-15 Advanced Presby Environmental Pipe LF 3,310 $ $

BO5-33-16 Abandon Existing Septic Tanks with Flowable Fill CY 15 $ $

BO5-33-17 Concrete Pads for Distribution Boxes EA 3 $ $

BO5-33-18 RV Sewer Hookup EA 4 $ $

150 – Project Requirements

BO5-15201 Construction Survey and Staking, Tolerance C LS 1 $ $

BO5-15401 Contractor Testing LS 1 $ $

BO5-15702 Silt Fence LF 790 $ $

200 – Earthwork

BO5-

203012 Site Demo – Toilet Buildings EA 7 $ $

BO5-

203021 Site Demo – Culverts 0-24” LF 5 $ $

BO5-20400 Earthwork General LS 1 $ $

300 – Aggregate Courses BO5-30103 Aggregate Base, Grading C, Compaction Method D CY 190 $ $

BO5-30111 Aggregate Surface Course, Grading B, Compaction Method D CY 65 $ $

BO5-30107 Subbase Grading D, Compaction Method D CY 120 $ $

BO5-30111 Aggregate Surface Course, Grading E, Compaction Method D CY 120 $ $

600 – Incidental Courses

BO5-

602013 18” HDPE Culvert LF 11 $ $

BO5-

602072 Flared End Section – 18” EA 2 $ $

BO5-61501 Concrete Sidewalk SY 390 $ $

BO5-62519 Turf Establishment ACRE 1.2 $ $

BO5-

633011 Sign – Type A EA 10 $ $

BO5-

633018 Sign – Type H EA 7 $ $

BO5-

633101 Remove & Dispose of Sign EA 8 $ $

Bid Option #5 Subtotal $

Bid Option #6 – Wastewater - Area “B”

BO6-00-1 Mobilization/Bonding LS 1 $ $

BO6-00-2 SWPPP Preparation LS 1 $ $

BO6-00-3 SWPPP Monitoring HR 30 $ $

BO6-635 Temporary Traffic Control LS 1 $ $

Division 02 – Structure Demolition

BO6-02-1 Remove and dispose existing septic tanks EA 2 $ $

Division 13 – Special Construction

BO6-13-1 Ozark 1 Toilet Building with Water Pressure Boosting Pump EA 1 $ $

BO6-13-2 Cortez Toilet Building EA 2 $ $

BO6-13-3 Navajo Toilet Building EA 1 $ $

BO6-13-4 Cheyenne Toilet Building EA 1 $ $

Division 26 – Electrical & Communication

BO6-26-1 1" Rigid Steel Conduit LF 60 $ $

BO6-26-2 2" Rigid Steel Conduit LF 20 $ $

BO6-26-3 3" Sched 40 PVC LF 100 $ $

BO6-26-4 1" Seals EA 3 $ $

BO6-26-5 2" Seals EA 1 $ $

BO6-26-6 1" Rigid Steel Expansion Fittings EA 3 $ $

BO6-26-7 2" Rigid Steel Expansion Fittings EA 1 $ $

BO6-26-8 250KcMil Al, 600v XHHW-2 LF 550 $ $

BO6-26-9 #2 Cu, 600v XHHW-2 LF 725 $ $

BO6-26-10 #4 Cu, 600v XHHW-2 LF 200 $ $

BO6-26-11 #8 Cu, 600v XHHW-2 LF 250 $ $

BO6-26-12 #12 Cu, 600v XHHW-2 LF 525 $ $

BO6-26-13 NEMA 3R Junction Box (8"x6"x6") EA 1 $ $

BO6-26-14 NEMA 3R Disconnect - 30A EA 1 $ $

BO6-26-15 Mount Alarm Light LS 1 $ $

BO6-26-16 Mount Panel LS 1 $ $

Division 31 - Earthwork

BO6-31-1 Clearing and grubbing AC 0.4 $ $

BO6-31-2 Dewatering LS 1 $ $

BO6-31-3 Topsoil (4" Deep) CY 450 $ $

BO6-31-4 Erosion Control LS 1 $ $

Division 33 - Utilities

BO6-33-1 2” CTS HDPE tubing (includes trenching) LF 150 $ $

BO6-33-2 1.25" SIDR-11.5 forcemain LF 70 $ $

BO6-33-3 4" SCHD 80 PVC sewerline LF 460 $ $

Dolly Copp Project Phase 1

BO6-33-4 4" SDR-26 PVC sewerline LF 750 $ $

BO6-33-5 Septic tank - 1,250 gal EA 4 $ $

BO6-33-6 Septic tank - 2,000 gal EA 1 $ $

BO6-33-7 Septic tank - 4,000 gal EA 1 $ $

BO6-33-8 Septic pump tank - 1,750 gal EA 1 $ $

BO6-33-9 Septic effluent pumps and alarms EA 1 $ $

BO6-33-10 Distribution Box - 5 outlet EA 2 $ $

BO6-33-11 Distribution Box - 6 outlet EA 1 $ $

BO6-33-12 Distribution Box - 10 outlet EA 1 $ $

BO6-33-13 Distribution Box - 12 outlet EA 1 $ $

BO6-33-14 Cleanouts EA 7 $ $

BO6-33-15 Precast concrete manhole EA 2 $ $

BO6-33-16 Advanced Presby Environmental Pipe LF 2,130 $ $

BO6-33-17 Abandon Existing Septic Tanks with Flowable Fill CY 15 $ $

BO6-33-18 RV Sewer Hookup EA 2 $ $

150 – Project Requirements

BO6-15201 Construction Survey and Staking, Tolerance C LS 1 $ $

BO6-15401 Contractor Testing LS 1 $ $

BO6-15702 Silt Fence LF 160 $ $

200 – Earthwork

BO6-

203012 Site Demo – Toilet Buildings EA 5 $ $

BO6-20400 Earthwork General LS 1 $ $

300 – Aggregate Courses BO6-30103 Aggregate Base, Grading C, Compaction Method D CY 125 $ $

BO6-30111 Aggregate Surface Course, Grading B, Compaction Method D CY 45 $ $

BO6-30107 Subbase Grading D, Compaction Method D CY 70 $ $

BO6-30111 Aggregate Surface Course, Grading E, Compaction Method D CY 70 $ $

600 – Incidental Construction BO6-61501 Concrete Sidewalk SY 260 $ $

BO6-62519 Turf Establishment ACRE 0.9 $ $

BO6-62901 Erosion Control Mat Type 2D SY 165 $ $

BO6-

633011 Sign – Type A EA 2 $ $

BO6-

633018 Sign – Type H EA 5 $ $

BO6-63308 Remove and Reset Sign EA 2 $ $

BO6-

633101 Remove and Dispose Sign EA 4 $ $

Bid Option #6 Subtotal $

Bid Options Total $

BASE BID PLUS BID OPTIONS TOTAL $

B-2 NOTE: Payment for bond premiums in accordance with Clause 52.232-5, Payments Under Fixed-Price Construction Contracts, shall be incidental to the contract price. Include bond payments under Mobilization

NOTICE: EMAIL OR FACSIMILE BID GUARANTEES ARE NOT ACCEPTABLE

B-3 BIDS: The Bidder must bid on all items. Where extended unit prices do not agree with totals or subtotals shown by the Bidder, the unit price governs except as provided under Federal Acquisition Regulations (FAR) 14.406, Mistakes in Bids. Unit prices and extended prices shall be rounded to the nearest one cent.

B-4 ITEM SELECTION: Bid Alternatives. None, one or all may be selected for award with the Base Bid under single contract, subject to availability of funds and to best meet the interest of the Government.

B-5 BASIS OF AWARD:

One contract will be awarded, based upon evaluation of that proposal considered to be most advantageous to the Government, cost and other factors considered, see Evaluation Factors Attached.

Contractor Acceptance Statement: By signing the offer, the Contractor agrees to all terms, conditions, and provisions included in the solicitation and agrees to furnish any awarded items at the price set in the schedule unless otherwise excepted as follows:

SECTION C--DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

C-1 – PROJECT DESCRIPTION

a) Introduction – The US Forest Service (FS) is soliciting bids for the renovation of the Dolly Copp Campground water, electrical, and telecommunication utilities; toilet building and wastewater systems; and road reconstruction, in Martins Location, New Hampshire, within the White Mountain National Forest, Androscoggin Ranger District.

The contractor shall provide all expertise, labor, supervision, services, equipment, tools, supplies, permits (as applicable), coordination with utilities, transportation, and incidentals necessary to complete the work described. The desired outcome is complete installation per the documentation attached to this solicitation, and adherence to the contract awarded, while keeping portions of the campground open during construction. The awarded contract shall constitute the entire agreement including all terms and conditions applicable to the contract. Work shall be completed as shown in the drawings, maps, specifications, and exhibits as referenced or included in this contract; and in accordance with applicable federal, state, and local regulations.

b) Description of Work – Work includes Phase I: the installation of a new water distribution system, electrical and telephone infrastructure, the demolition of existing pavement, replacement of drainage structures, and construction of new road surfaces. Work may include Phase II: demolition and replacement of wastewater systems, and demolition and replacement of toilet buildings. Work also includes necessary clearing and grubbing, earthwork, and site-stabilization.

c) Project Location – Dolly Copp Campground is located off of the Pinkham B Road, accessed from Highway 16, approximately 5 miles south of Gorham, NH. Also, see vicinity maps on enclosed plans.

d) Price Range – Between $5,000,000 and $10,000,000.

e) Pre-bid Tour –No pre-bid tour is planned.

Prospective bidders wishing to visit the site on their own may obtain directional information by contacting Scott Lees (603) 536-6252 or Johanna Nugent (603) 536-6253 at the Forest Supervisor's Office, Campton, New Hampshire, or can call the Androscoggin District Office, Gorham, New Hampshire, telephone (603) 466-2713.

f) Start Work – It is estimated that work will begin around July 1st, 2016. Site-disturbing activities shall be performed consistent with the periods of restriction noted in the plans, permits, specifications, and other instructions.

g) Period of Performance – Work shall be completed by the following dates, which include time for winter shutdowns as needed. The Period of Performance includes pre-construction and construction activities such as: obtaining permit approvals, submittal of fabrication and manufacturing proposals, ordering and delivery of materials, coordination with utilities, and performance of the work.

Task End Date Base Bid July 28th, 2017 Option 1 Add 21 days

Dolly Copp Project Phase 1

Option 2 Add 21 days Option 3 Add 28 days Option 4 Add 14 days Option 5 Add 406 days Option 6 Add 372 days

End date November 29th, 2019 (if all Options awarded)

Note: Days shown are calendar days.

h) Government Furnished Materials – None.

i) Use of Environmentally-Preferable Materials – Contractor shall use in the work, and incorporate into finished product, bio-preferred materials and supplies whenever available and practical. Submit to the CO for approval prior to ordering materials, product sheets and manufacturer’s information, indicating environmentally-preferable content. The Forest Service is aware that non-pressure pipe must meet EPA Construction Product standards.

C-2 – PROJECT OPERATIONS

C2-a) Permits – The Government will provide copies of obtained permits for construction activities, as referenced in the solicitation. The Contractor shall obtain additional permits, or amendments to Government-obtained permits, as necessary for their operations as required by local, state, and federal regulations.

C2-b) Staging Area – The Contractor shall coordinate with the CO on a staging area location(s). The Contractor shall operate all equipment and store, transport, and handle materials in a manner that will not damage the existing roads, parking lots, and landscaping.

C2-c) Landscape Preservation – The Contractor shall confine operations to within the clearing limits designated, and prevent the depositing of rocks, excavated materials, stumps, or other debris outside these limits. Preservation areas and construction limits are shown on the drawings and additionally flagged on the ground prior to activity.

Equipment shall be clean and properly maintained. All earth-moving equipment shall be cleaned and then inspected by the COR prior to mobilization. Leaking or faulty equipment shall be repaired or removed as soon as possible. Refueling, greasing, or servicing of equipment shall be in controlled areas away from surface waters. Fording of streams or rivers with mechanized equipment shall not be allowed.

If, prior to or during excavation work, items of archaeological, paleontological, or historical value are reported or discovered, or an unknown deposit of such items is disturbed, the Contractor shall immediately cease excavation in the area so affected. Contractor will then notify the Forest Service and will not resume excavation until written approval is given by the authorized officer.

C2-d) Erosion Control – The Contractor is responsible for implementing temporary erosion control as needed per NHDES best management practices and EPA’s NPDES requirements. Establish erosion protection and dewatering methods prior to conducting excavations. Maintain erosion control measures, and improve and replace immediately any non-functioning measures, throughout the course of the project and until site is stabilized.

Schedule and conduct operations to minimize erosion of soils and to prevent silting or muddying of stream, rivers, irrigations systems, or impoundments.

C2-e) Dewatering – The Contractor is responsible for all dewatering activities. Conduct dewatering suitable to protect the landscape from the activities, and as needed to isolate the work from streams and protect the work from damage.

C2-f) Spill Prevention – The Contractor shall prepare for approval, and adhere to, a Spill Prevention, Control, and Countermeasures Plan suitable to protect environment from the Contractor’s operations.

Pollutants such as fuels, lubricants, bitumens, sewage, hazardous, or otherwise harmful shall be controlled at the site and prevented from release to the environment. All contaminated soil, vegetation or debris resulting from Contractor’s operation shall be immediately contained and within 24 hours shall be removed from site and legally disposed.

Control the discharge of non-hazardous wash water through sufficient siltation treatments, such as filters, barriers, or settlements. Dispose of any materials containing hazardous-substances legally off national forest system lands.

C2-g) Electrical – There is limited electrical service on this project. Contractor is responsible for supplying all electrical services required for construction operations.

C2-h) Services – Potable Water and Toilet Facilities may not be available in this location. The Contractor is responsible for providing temporary sanitation facilities as necessary.

C2-i) Existing Utilities – The Contractor shall ensure locations of any utilities prior to excavation, trenching, or other ground disturbing activity. The Contractor shall be responsible for protecting or otherwise replacing utilities damaged by Contractor’s operations.

C2-j) Security and Protection – Security is the Contractor’s responsibility. Areas adjacent to the construction site will be occupied by the public. Limit access to the construction area to persons involved in the work.

Provide secure storage for materials that are stored on site. Secure completed work as required to prevent loss and damage.

Barricades, warning signs, and lights shall comply with standards and code requirements for erection of structurally adequate barricades. All road warning signs, barricades, and traffic control devices shall conform to MUTCD. Where appropriate and needed, provide lighting, including flashing red or amber warning lights.

The Contractor shall barricade and block all access to holes with orange plastic fence, flashing amber lights, or warning signs. Holes or trenches shall not be left open more than 24 hours unless approved by the CO.

C2-k) Maintenance of Traffic – The Contractor shall have all temporary construction signs and traffic control measures in place prior to beginning work. The Contractor is authorized to use roads under the jurisdiction of the Forest Service for all activities necessary to complete this contract, subject to limitations and authorizations shown on the plans or specified under this contract, when such use will not damage the roads or National Forest resources, and when traffic can be accommodated safely.

Dolly Copp Project Phase 1

As per phasing shown on the plans, the roads shall remain open and maintained for public travel, except as approved by the COR.

Any emergency vehicle shall be allowed immediate reasonable passage.

C2-l) Protection of Improvements – The Contractor shall complete sequences of construction activity in order to prevent damage to equipment, material, and articles incorporated into the work covered by this contract.

Contractor shall replace, or repair, as approved by the CO any improvements, covered under this contract or already existing, damaged by contractor’s operations.

Before shutting down operations, take all necessary precautions to prevent damage to the project, to minimize erosion, and to prevent spills.

C2-m) Site Cleanup – The Contractor shall be responsible for solid waste disposal and personal sanitation. The Contractor shall at all times keep the area in a clean, neat, and orderly condition. Construction related debris including, but not limited to: used motor oil, oil cans, grease cartridges, and refuse, shall be removed promptly from the site and disposed of in a lawful manner off National Forest System lands. Fees for the use of landfills or transfer stations shall be paid for by the Contractor if there is a charge.

C2-n) Other Operations – The contractor shall avoid interference with the operations of other contractors or projects in the area.

C2-o) Scheduling – Portions of the campground will be open to the public during construction. For construction beginning in 2016, contractor shall begin operations in the southern half of the campground, completing awarded work there before mobilizing to the northern half, unless approved by the Forest Service.

Please refer to “Water & Electrical Construction Scheduling Notes” on sheet C-002 of the Water and Electric plans for additional details on timing and location. Inform Forest Service three (3) weeks prior to demolition of any existing building. Note demolition schedule on Schedule of Operations. For wastewater construction during the camping season, no more than three (3) toilet buildings shall be out of operation at one time. Limit down time for any given toilet as much as possible, with no more than 10 weeks off-line.

C-3 – SPECIFICATIONS

This project uses the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects (FP-03), U.S. Customary Units; available by reference and download from http://flh.fhwa.dot.gov/resources/specs/fp-03/fp-03usc.pdf

Supplemental specifications included with this project:

1. Dolly Copp Campground Water and Electric Renovation Specifications

2. Dolly Copp Campground Wastewater Renovation Specifications

3. Dolly Copp Campground Roads and Site Renovation Specifications

As attached, see Section J.

If there is conflict between specifications, the more stringent specification shall take precedence.

http://flh.fhwa.dot.gov/resources/specs/fp-03/fp-03usc.pdf

Dolly Copp Project Phase 1

C-4 – DRAWINGS

The following drawings are applicable to this project and included as attached, see Section J.

Drawing Name: Dolly Copp Campground Water and Electrical Renovations

SHEET NO. TITLE

C-001 Cover Sheet C-002 Water Overall Plan - North C-003 Water Overall Plan - South

C-101 to C-107 Water Plans C-401 Construction Details - Water C-402 Construction Details - Water E-001 Electrical Overall Plan - North E-002 Electrical Water Overall Plan - South E-010 Electrical - Legend and Scope

E-101 to E-107 Electrical Plans E-501 to E-505 Details

Drawing Name: Dolly Copp Campground Wastewater Renovations

SHEET NO. TITLE

C-001 Cover Sheet C-002 Water/Wastewater - Overall Plan North C-003 Water/Wastewater - Overall Plan South

C-201 to C-213 Wastewater Plans C-501 to C-514 Construction Details - Wastewater

Drawing Name: Dolly Copp Campground Roads and Site Renovation

SHEET NO.* TITLE

G-001 Cover Sheet G-101 Existing Conditions - Overall North G-102 Existing Conditions - Overall South G-201 Site Development Plan - Overall North G-202 Site Development Plan - Overall South G-203 Phasing Plan G-301 Site Preparation – Overall North G-302 Site Preparation – Overall South

G-303 to G-310 Site Preparation Plans

Dolly Copp Project Phase 1

G-401 Site Erosion and Sediment Control – Overall North G-402 Site Erosion and Sediment Control – Overall South G-501 Site Signage Demolition Plan – Overall North G-502 Site Signage Demolition Plan – Overall South G-503 Site Signage Plan – Overall North G-504 Site Signage Plan – Overall South G-505 Site Signage Schedule C-101 Geometric Layout – Overall North C-102 Geometric Layout – Overall South

C-103 to C-110 Geometric Layout Enlargements C-201 to C-213 Road Profiles L-101 to L-108 Site Development Plans

L-201 Site Grading and Utilities Plan – Overall North L-202 Site Grading and Utilities Plan – Overall South

L-203 to L-210 Site Grading and Utilities Plans L-301 Typical Sections L-302 Site Details – Site Amenities L-303 Site Details – Camp Site/ Social Core

L-401 to L-402 Site Details L-501 Site Details – Signage L-601 Site Details – Erosion and Sediment Control L-701 Site Details – Stormwater and Utility L-801 Site Details – Pedestrian Footbridge

S-100 to S-112 Panel Laminated Bridge Plans S-201 to S-207 Concrete Box Culvert Plans

A-001 Egress Plan and Code Review A-101 to A-106 Gate House Plans

*Not all sheets may not be referenced under this contract.

C-5 – SUBMITTALS AND NOTIFICATIONS

In addition to submittal of permits, bonds, and other forms required under the contract provisions; below is summary of key submittals and timeline. Contractor shall refer to and adhere to applicable submittals and certifications noted in the Plans and Specifications for complete requirements.

Notification Schedule:

The following events require an advance written notification to the COR. Notifications may be faxed, mailed, emailed, or hand delivered.

EVENT PRIOR NOTICE REQUIRED

o Change in Schedule As soon as identified

Dolly Copp Project Phase 1 o Change in on-site superintendent Min. 7 days prior to change in personnel o Change in Subcontractors or Suppliers As soon as identified. Requires COR approval.

o Intent to close site or alter public traffic 14 days o Intent to mobilize or to suspend 14 days o Intent to dewater or impact streams 14 days o Intent to start excavation After COR approval o Intent to demolish building 21 days o Intent to deliver structural components 14 days o Intent to place structure or backfill against structure (including laying pipe/utilities) After COR inspection and approval o Intent to install incidental or ancillary items As progressing o Intent to close building or shut off utilities 48 hours o Switching old to new utilities 48 hours o Observance of any potential conflict affecting health, safety, or public welfare

ASAP

Submittal Schedule:

ITEM TIMELINE

o Contractor’s Safety Plan and Traffic Control Plan Upon Issuance of Notice to Proceed o Contractor’s Spill Prevention ,Control, and

Countermeasures Plan Upon Issuance of Notice to Proceed o List of Subcontractors and Suppliers* Upon Issuance of Notice to Proceed o Contractor’s Quality-Control Plan Upon Issuance of Notice to Proceed o List of Emergency contact names, numbers and title of personnel.

2 weeks before mobilization o Manufacturer’s Fabrication Drawings and Design Calculations

21 days prior to production o Product Data Sheets 21 days prior to production o Construction Schedule 2 weeks before mobilization o Designation of Contractor’s on-site superintendent 2 weeks before mobilization o Aggregate and stone screen reports Prior to hauling and placement o Delivery load slips; such as aggregate, borrow, concrete, and asphalt Upon Delivery o Manufacturing test results and Material Production certifications

As required in Specifications o Quality control in-place test results As required o Manufacturer’s instructions, Warranty Information, and Supplemental Data 14 days prior to placement o As-built Drawings Upon Completion o Proper Invoices As agreed upon with CO o Progress certifications and quantity measurements With Invoices o Certificates of Payment With Invoices o Certified Payroll Reports With Invoices

* "List of Subs & Suppliers" assumes that an Item which meets Specifications as written is supplied. Evaluation of product substitution requires review and approval by the CO/COR, and may require longer schedule.

Dolly Copp Project Phase 1

AGAR 452.211-72 Statement Of Work/Specifications (FEB 1988)

The Contractor shall furnish the necessary personnel, material, equipment, services and facilities (except as otherwise specified), to perform the Statement of Work/Specifications referenced in Section J.

AGAR 452.211-73 Attachments To Statement Of Work/Specifications (FEB 1988)

The attachments to the Statement of Work/Specifications listed in Section J are hereby made part of this solicitation and any resultant contract.

Biobased & Recycled Content Products

All supplies and materials shall be of a type and quantity that conform to applicable Federal specifications and standards, and to the extent feasible and reasonable; include the exclusive use of biobased and recycled products.

The following is a list of categories for biopreferred products that are required for performance of this construction project.

None

For more information regarding the Department of Agriculture Biobased Affirmative Procurement Program go to http://www.biopreferred.gov/bioPreferredCatalog/faces/jsp/catalogLanding.jsp

The following is a list of categories for EPA designated products (recycled content) that are required for performance of this construction project.

For more information regarding Environmental Protection Agency list of designate products to http://www.epa.gov/epawaste/conserve/tools/cpg/products/index.htm

The following is a list of EnergyStar products that are required for performance of this construction job:

For more information regarding Energy Star products go to http://www.energystar.gov/

SAFETY AND HEALTH

1.1 SUMMARY

A. References: In addition to publications referenced in the Contract and FAR 52.236-13, the following Code of Federal Regulations (CFR) publications designate and define hazardous materials and conditions, and establish procedures for handling these materials and conditions.

1. 29 CFR, Part 1910: Occupational Safety and Health Administration (OSHA) General Industry and Health Standards.

2. 29 CFR, Part 1926: OSHA Construction Industry Standards.

3. 40 CFR, Part 61: National Emission Standards for Hazardous Air Pollutants.

http://www.energystar.gov/

Dolly Copp Project Phase 1

4. 40 CFR, Part 261: Environmental Protection Agency (EPA) Characteristics of Hazardous Waste.

5. 40 CFR, Part 761, EPA Polychlorinated Biphenyls (PCBs), Manufacturing, Processing, Distribution in

Commerce and Use Prohibitions.

B. Acquisition of Publications: Referenced CFR publications may be purchased from the Superintendent of

Documents, U.S. Government Printing Office, Washington, D.C. 20402.

1.2 SAFETY MEETING

A. Prior to commencing construction, representatives of the Contractor, including the Superintendent, shall meet with the Government to review the Contract's safety and health requirements.

B. The Contractor's safety and health program shall be reviewed, and implementation of safety and health provisions pertinent to the Work shall be discussed.

1.3 COMPLIANCE WITH REGULATIONS

A. Contractor Responsibility: The Contractor shall assume full responsibility and liability for compliance with all applicable codes, standards and regulations pertaining to the health and safety of personnel during execution of the Work. The Contractor shall have written safety and health programs in compliance with 29 CFR Parts 1910 and 1926.

1.4 SUBMITTALS

A. Safety and Health Programs: The Contractor shall submit, for approval, copies of the project safety and health programs, as applicable to the work scope, or required as a result of the safety meeting, including but not necessarily limited to the following:

1. Occupational Noise Exposure.

2. Fall Protection.

3. Personnel Protective Equipment.

4. Control of Hazardous Energy.

5. Electrical Safety Related Work Practices.

6. Lead.

7. Respirator Protection.

8. Confined spaces.

9. Heavy Equipment Operation

PART 2 - PRODUCTS

2.1 PERSONNEL PROTECTIVE EQUIPMENT

A. Special facilities, devices, equipment and similar items used by the Contractor in execution of the Work shall comply with 29 CFR Part 1910, Subpart I and other applicable regulations.

PART 3 - EXECUTION

3.1 EMERGENCY SUSPENSION OF WORK

A. In accordance with FAR 52.236-13, when the Contractor is notified by the Government, of noncompliance with safety or health provisions of the Contract, the Contractor shall immediately, correct the unsafe or unhealthy condition. In accordance with FAR 52.236-13 if the Contractor fails to comply promptly, all or part of the Work will be stopped by Government notice. The Contractor shall not be allowed any extension of time or compensation for damages in connection with a work stoppage for unsafe or unhealthy conditions.

3.2 PROTECTION OF PERSONNEL

A. The Contractor shall take all necessary precautions to prevent injury to the public, occupants, or damage to property of others.

3.3 ENVIRONMENTAL PROTECTION

A. Dispose of solid, liquid and gaseous contaminants in accordance with local codes, laws, ordinances and regulations.

B. Comply with applicable federal, state and local noise control laws, ordinances and regulations, including but not limited to 29 CFR 1910.95 and 29 CFR 1926.52.

Dolly Copp Project Phase 1

SECTION D--PACKAGING AND MARKING

{For this Solicitation, there are NO clauses in this Section}

SECTION E--INSPECTION AND ACCEPTANCE

FAR 52.252-2 Clauses Incorporated by Reference (FEB 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es): http://farsite.hill.af.mil/

FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES

52.246-12 Inspection of Construction (AUG 1996)

SECTION F--DELIVERIES OR PERFORMANCE

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es): http://farsite.hill.af.mil/

52.242-14 Suspension of Work (APR 1984)

FAR 52.211-10 Commencement, Prosecution, and Completion of Work (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 07/31/2015 this time stated for completion shall include final cleanup of the premises.

http://farsite.hill.af.mil/

Dolly Copp Project Phase 1

SECTION G--CONTRACT ADMINISTRATION DATA

AGAR 452.215-73 Post Award Conference (NOV 1996)

A post award conference with the successful offeror is required. It will be scheduled and held within ___10___ days after the date of contract award. The conference will be held at __TBD_________.

DESIGNATION OF CONTRACTING OFFICER'S REPRESENTATIVE

The contracting Officer will designate a Contracting Officer's Representative(COR) at the time of award.

The COR is responsible for administering the performance of work under this contract. In no event, however, will any understanding, agreement, modification, change order, or other matter deviating from the terms of this contract be effective or binding upon the Government unless formalized by proper contractual documents executed by the Contracting Officer prior to completion of the contract.

On all matters that pertain to the contract terms the contractor must communicate with the Contracting Officer.

Whenever, in the opinion of the Contractor, the COR requests effort outside the scope of the contract, the Contractor should so advise the COR. If the COR persists and there still exists a disagreement as to proper contractual coverage, the contracting officer should be notified immediately, preferably in writing if time permits. Proceeding with work without proper contractual coverage could result in nonpayment or necessitate submittal for a contract claim.

SECTION H--SPECIAL CONTRACT REQUIREMENTS

INVOICING

The "Submit Invoice-to" address for USDA orders is the Department of Treasury's Invoice Processing Platform (IPP). All invoices are to be submitted online via the electronic Invoice Processing Platform. This is a mandatory requirement initiated by the U.S. Department of Treasury and you can find more information at this website https://www.ipp.gov/index.htm. Your company must register at https://www.ipp.gov/vendors/enrollment-vendors.htm to establish an account in order to submit an invoice on this project.

Dolly Copp Project Phase 1

SECTION I--CONTRACT CLAUSES

FAR 52.252-2 Clauses Incorporated by Reference (FEB 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):

http://www.acquisition.gov/far/

52.202-1 Definitions (NOV 2013) 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 (SEP 2006) 52.203-7 Anti-Kickback Procedures (MAY 2014) 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) 52.203-12 Limitation on Payments to Influence Certain Federal Transactions (OCT 2010) 52.203-17 Contractor Employee Whistleblower Rights & Requirements to Inform Employees of

Whistleblower Rights (APR 2014) 52.204-7 System for Award Management (JUL 2013) 52.204-13 System for Award Management Maintenance (JUL 2013) 52.204-4 Printed or Copied Double-Sided on Postconsumer Fiber Content Paper (MAY 2011) 52.204-10 Reporting Executive Compensation and First-Tier Subcontract Awards (JUL 2013) 52.204-14 Service Contract Reporting Requirements (JAN 2014) 52.204-18 Commercial and Government Entity Code Maintenance (NOV 2014) 52.209-6 Protecting the Government's Interest when Subcontracting with Contractors Debarred, Suspended, or Proposed for Debarment (AUG 2013) 52.211-13 Time Extensions (Sept 2000) 52.211-18 Variation in Estimated Quantity (APR 1984) 52.215-2 Audit and Records -- Negotiation (OCT 2010) 52.219-6 Notice of Total Small Business Set-Aside (NOV…