S-12-0025 RFP Kyle Canyon Picnic Area.pdf

OFFEROR'S COPY

NOTE: Attached forms must be completed and submitted intact.

Solicitation No. RFP AG-0261-S-12-0025 HELP PREVENT FOREST FIRES

IMPORTANT - NOTICE TO OFFEROR

1. This is a complete copy. Information and instructions for submission of proposals as well as contract provisions and specifications are contained in this OFFEROR REFERENCE COPY. This copy should be retained by offerors.

2. Note: An offer guarantee (Bid Bond) IS REQUIRED. Performance and Payment Bonds will be required of the successful offeror. (See Section I, FAR Clause 52.228-15.)

3. All questions regarding this solicitation must be in writing and addressed to the Contracting Officer. All questions must be received no later than 2 p.m. on Monday, June 25, 2012 to be considered prior to solicitation close date.

FS-6300-45 (11/79)

Issuing Office:

U.S. Department of Agriculture Forest Service

SW Idaho/Nevada Acquisition Center 1249 S. Vinnell Way, Suite 200 Boise, ID 83709-1663

Offers Are Solicited For:

PROJECT

KYLE CANYON PICNIC AREA

RECONSTRUCTION PROJECT

OMB APPROVAL NO. 2700-0042

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

RFP AG-0261-S-12-0025

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

06/04/2012

PAGE OF PAGES

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

4. CONTRACT NO.

5. REQUISITION/PURCHASE REQUEST NO.

6. PROJECT NO.

7. ISSUED BY CODE 8. ADDRESS OFFER TO:

U.S. Department of Agriculture Forest Service

SW Idaho/Nevada Acquisition Center 1249 S. Vinnell Way, Suite 200

Boise, ID 83709-1663

USDA Forest Service Attn: Contracting Officer C/O Spring Mountains National Recreation Area 4701 N. Torrey Pines Drive

Las Vegas, NV 89130

9. FOR INFORMATION

CALL:

a. NAME: Margaret S. Schafer msschafer@fs.fed.us

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

(702) 839-5575

SOLICITATION

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

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

KYLE CANYON PICNIC AREA RECONSTRUCTION PROJECT

Humboldt-Toiyabe National Forest

County, Price Range The Government’s estimate is:

Between $1,000,000 and $5,000,000.

This a Total Small Business Set-Aside

DUNS NUMBER:_______________________________________________________________

TIN:__________________________________________________________________________

Primary Point of Contact e-mail address:_____________________________________________ Primary Point of Contact Phone Number:_____________________________________________

11. The Contractor shall begin performance within 10 calendar days and complete it within See Section F-2 calendar days after receiving award, notice to proceed. This performance period is mandatory, negotiable. (See Section F, Clause 52.211-10)

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

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

YES NO

12b. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and 2 copies to perform the work required are due at the place specified in Item 8 by 3:00 pm local time 07/05/2012 (date). If this is a sealed bid solicitation, offers must 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.

b. An offer guarantee is, is not required. (If “is required” see AGAR Clause 452.228-70)

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.

d. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

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

Computer Generated Prescribed by GSA FAR (48 CFR) 53.236-1(e)

OFFER (Must be fully completed by offeror)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

15. TELEPHONE NO. (Include area code)

Duns No. ______________________________________

TIN: ___________________________________________

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

CODE FACILITY CODE

17. The offeror agrees to perform the work at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government 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.)

AMOUNTS

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)

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

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

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

Submit invoice to COR for the work performed. Invoice will be reviewed and approved or rejected by the COR within 7 days of receipt of the invoice. Rejected invoices must be corrected and resubmitted. COR will forward the approved invoice to the CO who will submit to:

USDA, OCFO, COD, APB

PO Box 60075 New Orleans, LA 70160

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return ____ copies to issuing office.) 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, certifications, and specifications incorporated by reference in or attached to this contract.

29. AWARD (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

BY

31c. DATE

Computer Generated STANDARD FORM 1442 BACK (REV. 4-85)

AG-0261-S-12-0025

Kyle Canyon Picnic Area Reconstruction Project

PART I - THE SCHEDULE

SECTION B - SUPPLIES OR SERVICES AND PRICES

B- 1 Schedule of Items

SCHEDULE OF ITEMS

(Final – 06/04/2012)

ITEM

NUMBER DESCRIPTION

METHOD

OF

MEAS UNIT QUANTITY UNIT PRICE TOTAL

Campground and Trail Reconstruction

010250 Construction Staking LSQ LS 1 $_________ $_________

011900 Mobilization LSQ LS 1 $_________ $_________

024102 Removal and Disposal of Existing Structures LSQ LS 1 $_________ $_________

026460-1 Concrete Dumpster Pads / Recycle and Enclosure Screen Walls AQ EA 2 $_________ $_________

026460-2 Concrete Firewood Box Pad with Enclosure Screen Walls and Gates AQ EA 1 $_________ $_________

033540-1 Colored Concrete Stairs 5-feet Wide with aggregate base AQ EA 32 $_________ $_________

033540-2

Colored Concrete Sidewalks & Paths 5-feet Wide & Interpretive concrete pads at trailhead entrances AQ LF 588 $_________ $_________

055210 Stair Hand Rails - (Along Stairs with 4 or More Steps) AQ LF 30 $_________ $_________

101115 Three-Panel Kiosk (Steel) AQ EA 3 $_________ $_________

101400 Signs - Road AQ EA 39 $_________ $_________

101415 Major Site I.D. Sign (RS) AQ EA 1 $_________ $_________ 129305 Fee Tube AQ EA 1 $_________ $_________

129350-1 Concrete Bench with Pullouts AQ EA 8 $_________ $_________

129350-2 Installation of Concrete Benches at Comfort Stations AQ EA 3 $_________ $_________

129400-1 Family Unit - Single AQ EA 19 $_________ $_________

129400-2 Family Unit - Double AQ EA 8 $_________ $_________

129400-3 Family Unit - Triple AQ EA 1 $_________ $_________

133402-1 Utility Box, 48" Dia. Concrete with Air Release Valve AQ EA 1 $_________ $_________

133402-2 Utility Box, 48" Dia. Concrete with Pressure Reducing Valve AQ EA 1 $_________ $_________

133402-3 Modifications to Existing Utility Box LSQ LS 1 $_________ $_________

133450 Site Preparation for Gov't Furnished Comfort Station, Including Utilities and Sidewalks AQ EA 3 $_________ $_________

133470 Site Preparation for Gov't Furnished Entrance Station, Including Utilities, Sidewalks and Curb AQ EA 1 $_________ $_________

221100-1 Pipeline, 1" HDPE, 160 PSI with Heat Fusion Joints, Including Trench DQ LF 740 $_________ $_________

221100-2 Pipeline, 2" HDPE, 160 PSI with Heat Fusion Joints, Including Trench DQ LF 480 $_________ $_________

221100-3 Pipeline, 3" HDPE, 160 PSI with Heat Fusion Joints, Including Trench DQ LF 2,800 $_________ $_________

221100-4

Pipeline, 2 Lines in Trench, 3" HDPE and 4" HDPE, 160 PSI with Heat Fusion Joints, Including Trench DQ LF 240 $_________ $_________

221100-5 Pipeline, 4" HDPE, 160 PSI with Heat Fusion Joints, Including Trench DQ LF 5,020 $_________ $_________

221100-6 Pipeline, 4" HDPE, 200 PSI with Heat Fusion Joints, Including Trench DQ LF 865 $_________ $_________

221100-7 Sleeve, 4" HDPE, 160 PSI w/ Heat Fusion Joints DQ LF 90 $_________ $_________

METHOD

OF

MEAS UNIT QUANTITY

UNIT PRICE

TOTAL

221100-8 Sleeve, 6" HDPE, 160 PSI with Heat Fusion Joints DQ LF 160 $_________ $_________

221100-9 Sleeve, 8" HDPE, 160 PSI with Heat Fusion Joints DQ LF 950 $_________ $_________

221100-10 Drain - 2" Daylight Drain AQ EA 1 $_________ $_________

221100-11 Drain - 3" Daylight Drain AQ EA 1 $_________ $_________

221100-12 Drain - Pump-Out Drain AQ EA 1 $_________ $_________

221102-1 1" Poly Curb Valve and Box (160 PSI, DR11) AQ EA 8 $_________ $_________

221102-2 2" Poly Curb Valve and Box (160 PSI, DR11) AQ EA 6 $_________ $_________

221102-3 3" Poly Curb Valve and Box (160 PSI, DR11) AQ EA 5 $_________ $_________

221102-4 4" Poly Curb Valve and Box (160 PSI, DR11) AQ EA 6 $_________ $_________

221102-5 4" Poly Curb Valve and Box (200 PSI, DR9) AQ EA 1 $_________ $_________

221105 Hydrant - Frost Proof, Type D AQ EA 8 $_________ $_________

221300-1 Sewerline - Gravity, 4" PVC, SDR 35 Including Trench DQ LF 950 $_________ $_________

221300-2 Drainfield - West Loop, Includes Distribution Box LSQ LS 1 $_________ $_________

221300-3 Drainfield - Middle Loop, Includes Distribution Box LSQ LS 1 $_________ $_________

221300-4 Drainfield - East Loop, Includes Distribution Box LSQ LS 1 $_________ $_________

221300-5 Drainfield - Host Unit, Includes Distribution Box LSQ LS 1 $_________ $_________

221300-6 Septic Tank - 1,000 Gallon (Concrete) with Internal Baffle AQ EA 1 $_________ $_________

221300-7 Septic Tank - 1,250 Gallon (Concrete) with Internal Baffle AQ EA 1 $_________ $_________

221300-8 Septic Tank - 1,750 Gallon (Concrete) - without Internal Baffle AQ EA 2 $_________ $_________

221300-9 Septic Tank - 2,000 Gallon (Concrete) - without Internal Baffle AQ EA 2 $_________ $_________

221300-10 Cleanout - 4" PVC AQ EA 3 $_________ $_________

231126 Exterior Propane Gas System (Host Unit) - for 120 Gallon Tank AQ EA 1 $_________ $_________

260500 Electrical Distribution System - Campground LSQ LS 1 $_________ $_________

262714-1 Utility Primary Line Conduit AQ LF 700 $_________ $_________

262714-2 Utility Primary Line Vault AQ EA 2 $_________ $_________

262714-3 Utility Transformer Pad AQ EA 1 $_________ $_________

312000-1 Special Bedding - Imported, Commercial Source (Water and Sewer) DQ CY 400 $_________ $_________

312000-2 Pipe Zone - Imported, Commercial Source (Water and Sewer) DQ CY 1,050 $_________ $_________

312000-3

Special Bedding and Pipe Zone Material - Imported, Commercial Source (Primary Electrical Line) DQ CY 70 $_________ $_________

312010-1 Select Borrow for Roads and Spurs DQ CY 300 $_________ $_________

312010-2 Select Borrow for Kyle Wash Trail DQ CY 160 $_________ $_________

312100 Project Site Preparation and Grading LSQ LS 1 $_________ $_________

321200-1 Hot Mix Asphalt Paving for Roads and Spurs AQ TN 1,900 $_________ $_________

321200-2 Hot Mix Asphalt Paving for Kyle Wash Trail AQ TN 140 $_________ $_________

321204-1 Crushed Aggregate Base - Grading C (For Under Asphalt Roads and Spurs) DQ CY 1,300 $_________ $_________

321204-2 Crushed Aggregate Base - Grading C (For Under Kyle Wash Trail Asphalt) DQ CY 130 $_________ $_________

321210 Rockery Retaining Walls DQ SF 4,340 $_________ $_________

321713

Collapsible Bollards (Kyle Wash Trail entry points)

AQ EA 2 $_________ $_________

METHOD

322205 Barrier Rocks - Commercial Source AQ EA 32 $_________ $_________

322625-1 Recycled Plastic Wheelstops 6-Foot AQ EA 4 $_________ $_________

322625-2 Recycled Plastic Wheelstops 8-Foot AQ EA 33 $_________ $_________

322640 Pavement Markings (Directional Arrows Reflectorized White) AQ EA 8 $_________ $_________

322706 Asphalt Pavement Pulverizing DQ CY 1,100 $_________ $_________

323116-1 Road Closure Gate - 14 Foot (Single Gate) AQ EA 1 $_________ $_________

323116-2 Road Closure Gate - 24 Foot (Double 12' Gate) AQ EA 1 $_________ $_________

323116-3 Road Closure Gate - 32 Foot (Double 16' Gate) AQ EA 1 $_________ $_________

323150 Post and Pole Fence AQ LF 285 $_________ $_________

323230 Segmental Retaining Walls with Capstone for Roads DQ SF 470 $_________ $_________

329206 Seeding LSQ LS 1 $_________ $_________

329310-1 Exterior Plants (Trees Spaded) AQ EA 5 $_________ $_________

329310-2 Exterior Plants (5 Gallon Shrubs) AQ EA 12 $_________ $_________

332228 Culvert - 24-inch Galv. Corrugated Metal Pipe (16 Gage, 2 2/3"x1/2" Corrugations) AQ LF 185 $_________ $_________

Bridge Replacement – Upper Bridge 15101 Mobilization LSQ LS 1 $_________ $_________

15221 Construction Survey and Staking LSQ LS 1 $_________ $_________

15713 Soil erosion and pollution control LSQ LS 1 $_________ $_________

20102 Clearing and Grubbing AQ AC 0.5 $_________ $_________

20305 Removal of Existing CMP LSQ LS 1 $_________ $_________

20401 Roadway Excavation and Embankment CQ CY 32 $_________ $_________

20402 Stream Channel Excavation and Embankment CQ CY 597 $_________ $_________

20806 Structure Excavation and Backfill LSQ LS 1 $_________ $_________

25101 Rip-Rap, Class 4, Method A AQ CY 64 $_________ $_________

30801 Roadway Aggregate, Compaction Method 2 AQ CY 30 $_________ $_________

40401 Minor Hot Asphalt Concrete, Commercial Source CQ TN 24 $_________ $_________

55201 Structural Concrete, Class (AE) CQ CY 170 $_________ $_________

55601 Bridge Railing, Timber Rail on Steel Posts CQ LF 90 $_________ $_________

61301 Simulated Stone Masonry Surface AQ SY 112 $_________ $_________

62503 Seeding, Dry Method (Government Supplied Seed) LSQ LS 1 $_________ $_________

63306 Object Markers CQ EA 4 $_________ $_________

Bridge Replacement – Lower Bridge 15101 Mobilization LSQ LS 1 $_________ $_________

15221 Construction Survey and Staking LSQ LS 1 $_________ $_________

15713 Soil erosion and pollution control LSQ LS 1 $_________ $_________

20102 Clearing and Grubbing AQ AC 0.5 $_________ $_________

20305 Removal of Existing CMP LSQ LS 1 $_________ $_________

20401 Roadway Excavation and Embankment CQ CY 37 $_________ $_________

20402 Stream Channel Excavation and Embankment CQ CY 801 $_________ $_________

20806 Structure Excavation and Backfill LSQ LS 1 $_________ $_________

25101 Rip-Rap, Class 4, Method A AQ CY 90 $_________ $_________

30801 Roadway Aggregate, Compaction Method 2 AQ CY 32 $_________ $_________

METHOD

40401 Minor Hot Asphalt Concrete, Commercial Source CQ TN 27 $_________ $_________

55201 Structural Concrete, Class (AE) CQ CY 158 $_________ $_________

55601 Bridge Railing, Timber Rail on Steel Posts CQ LF 100 $_________ $_________

61301 Simulated Stone Masonry Surface AQ SY 77 $_________ $_________

62503 Seeding, Dry Method (Government Supplied Seed) LSQ LS 1 $_________ $_________

63306 Object Markers CQ EA 4 $_________ $_________

Bridge Installation – Trail Bridge 15101 Mobilization LSQ LS 1 $_________ $_________

15221 Construction Survey and Staking LSQ LS 1 $_________ $_________

15713 Soil erosion and pollution control LSQ LS 1 $_________ $_________

20102 Clearing and Grubbing AQ AC 0.5 $_________ $_________

20401 Roadway Excavation and Embankment CQ CY 10 $_________ $_________

20402 Stream Channel Excavation and Embankment CQ CY 111 $_________ $_________

20806 Structure Excavation and Backfill LSQ LS 1 $_________ $_________

25101 Rip-Rap, Class 4, Method A AQ CY 39 $_________ $_________

55201 Structural Concrete, Class (AE) CQ CY 64 $_________ $_________

55601 Bridge Railing, Timber Rail on Steel Posts CQ LF 86 $_________ $_________

61301 Simulated Stone Masonry Surface AQ SY 25 $_________ $_________

62503 Seeding, Dry Method (Government Supplied Seed) LSQ LS 1 $_________ $_________

Total

Option #1: Bury Overhead Electrical Line

262714-4 Utility Primary Line Conduit AQ LF 3,100 $_________ $_________ 262714-5 Utility Primary Line Vault AQ EA 7 $_________ $_________

312000-4

Special Bedding and Pipe Zone Material - Imported, Commercial Source (Primary Electrical Line) DQ CY 310 $_________ $_________

Total Option #1 $_________ $_________

Total Base Plus All Options $_________ $_________

B- 2 Payment for Bond Premiums

Note: Payment for bond premiums in accordance with FAR Clause 52.232-5, Payment Under Fixed-Price Construction Contracts, shall not be in addition to the contract price.

SECTION C - DESCRIPTION/SPECIFICATIONS

C-1 SCOPE OF CONTRACT

A. Base Bid

1. This project consists of reconstructing an existing campground and converting it to a picnic area. Work includes:

a. The obliteration and removal of existing roads, bridges, family units, paths, dumpster pads and all other items not previously removed by the Government.

b. The construction and installation of asphalt roads, road bridges, water system, wastewater systems, electrical system, kiosks, bulletin board, pedestrian bridge, family units, dumpster pads, concrete paths, asphalt paths, unit markers, site furniture, and signs and the scarification, re-contouring, rehabilitation, and seeding of the disturbed areas.

c. Site preparation for government-furnished comfort stations and entry station, including utility stub-ups, concrete sidewalks and curbs.

2. This project also includes 1) A new water distribution system, over a mile long, to serve several Forest Service sites, and 2) A new underground primary electrical line extension owned by NVEnergy for picnic area secondary service.

B. Option #1

1. Bury less than ¾ of a mile of overhead electrical line in coordination with NVEnergy and possibly CenturyLink along new trail on east side of the picnic area.

C-2 PROJECT LOCATION

A. The project is located in the Spring Mountains National Recreation Area of the Humboldt- Toiyabe National Forest, Clark County, Nevada, in Section 36, T19 S, R56E. It is located approximately 40 miles North-West of Las Vegas, NV near Mount Charleston, NV. The site can be accessed by taking US-95S out of Las Vegas for approximately 17.5 miles, then turning West on SR-157 (Kyle Canyon Road) to Mount Charleston, NV.

C-3 SITE INFORMATION AND LIMITATIONS

A. The following site conditions are considered incidental to the contract and the contractor will not be paid directly for any of the following items:

1. Construction sites will be closed to the public during construction but open to authorized government employees. The Contractor will be responsible for signing, limiting public access, and safety of public and/or government employees in the area.

2. The Contractor is responsible for the security or the Contractor’s equipment and materials.

3. Utilities are not available at the site for construction purposes. The Contractor will be responsible for coordinating the installation of temporary power for the site and the cost for the service.

4. Contractor will provide all materials and labor necessary to protect streams, wet or dry, during construction activities. The Contractor will be required to submit a stream protection/ erosion control plan and receive approval from the COR, in writing, prior to the beginning of construction.

5. No fuel storage on site is permitted. Fuel trucks must be equipped with spill containment kits and portable berms that meet all state and federal regulations. A spill containment plan must be submitted and approved prior to construction.

6. The Contractor shall provide temporary toilet facilities (porta-potty) at the site during all construction work. Toilet facilities shall be provided at a rate of one stool for every 10 workers assigned or working on site.

7. All construction equipment shall be pressure washed before entering the Site. The removal of mud and debris from treads, tracks and undercarriage, with emphasis on axles, frame, cross-members, motor mounts, and underneath steps, running boards, and front bumper/brushguard assemblies will be required. The purpose is to reduce or eliminate the transportation of noxious weeds, which is required by Federal and State regulations.

8. Due to restrictions with wildlife in the project area, no work (demolition and construction) will be allowed between May 15th and July 20th of each year. Under certain conditions, the Contracting Officer may allow work to begin earlier.

9. No Ponderosa Pine Trees greater than 14” in diameter at breast height shall be removed without approval from the Contracting Officer.

10. Water service to the Fletcher View Campground and Kyle Administrative Site cannot be interrupted for more than 24 hours at any time during the construction of the project. Plan construction operations so that interruptions are a maximum of 1 hour if possible.

C-4 TRAFFIC CONTROL AND CONSTRUCTION SIGNING

A. No work that endangers, interferes, or conflicts with traffic or access to work sites shall be performed until a plan for satisfactory warning and handling of traffic has been submitted by the contractor and approved by the COR and Nevada Department of Transportation. Construction signing for traffic control shall conform to the Manual of Uniform Traffic Control Devices (MUTCD). All traffic control signs will be placed in areas adequate for a truck pulling a fifth wheel trailer to be turned around. Contractor shall not be paid directly for this item, rather it will be considered incidental to other items of work listed in the Schedule of Items.

C-5 WORK CAMPS, STAGING AND STORAGE AREAS

A. Areas for staging operations and storage of materials shall be approved by the CO. The Contractor must request in writing for approval from the CO to stage trailers (work or housing) on site.

B. No overnight camping will be allowed on site.

C-6 INSPECTION OF WORKSITE

A. The contractor acknowledges they have taken the necessary steps to ascertain the nature and location of work, and have investigated and satisfied themselves as to the general and local conditions that can affect the work or its cost. Any failure of the contractor to take the actions described and acknowledged in this paragraph will not relieve the Contractor from the responsibility of estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expenses to the government.

C-7 PERMITS

A. The Contractor will be responsible for obtaining and paying fees for the following permits:

1. Dust Permit (County)

2. NPDES Permit (State)

B. The Forest Service will obtain permits and pay fees for the following:

1. Water System

2. Wastewater Systems

3. CWA 404 and 401 Permits

C-8 START DATE

A. Fall 2012.

C-9 CONTRACT TIME

A. Base Items and Optional Items: 240 Calendar Days.

C- 10 GENERAL SPECIFICATIONS

See Section J for the list of General Specifications that are incorporated into this solicitation and any resultant contract.

C-11 DRAWINGS

See Section J for the listing of Drawings that are incorporated into this solicitation and any resultant contract.

END OF SECTION

SECTION D – PACKAGING AND MARKING

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SECTION E - INSPECTION AND ACCEPTANCE

E- 1 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): Federal Acquisition Regulations - https://www.acquisition.gov/far and the Agriculture Acquisition Regulations – www.usda.gov/procurement/policy/agar.html

FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES

52.246-12 Inspection of Construction (AUG 1996) 52.246-13 Inspection--Dismantling, Demolition, or Removal of Improvements (AUG 1996) https://www.acquisition.gov/far http://www.usda.gov/procurement/policy/agar.html

SECTION F - DELIVERIES OR PERFORMANCE

F- 1 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): Federal Acquisition

52.242-14 Suspension of Work (APR 1984)

F- 2 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 240 calendar day after notice to proceed is issued. The time stated for completion shall include final cleanup of the premises.

SECTION H - SPECIAL CONTRACT REQUIREMENTS

H-1 Key Personnel

The key personnel specified in the Offeror’s Technical Proposal are considered to be essential to the work being performed hereunder. Prior to diverting any of the specified individuals to other programs, the Contractor shall notify the Contracting Officer reasonably in advance and shall submit justification (including proposed substitutions) in sufficient detail to permit evaluation of the impact on the contract.

No diversion shall be made by the Contractor without the written consent of the Contracting Officer:

Provided that the Contracting Officer may ratify in writing such diversion and such ratification shall constitute the consent of the Contracting Officer required by this clause. The contract may be amended from time to time during the course of the contract to either add or delete personnel, as appropriate.

H-2 AGAR - 452.236-77 EMERGENCY RESPONSE (NOV 1996)

(a) Contractor's Responsibility for Fire Fighting. (1) The Contractor, under the provisions of FAR clause

52.236-9, PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES,

AND IMPROVEMENTS, shall immediately extinguish all fires on the work site other than those fires in use as a part of the work. (2) The Contractor may be held liable for all damages and for all costs incurred by the Government for labor, subsistence, equipment, supplies, and transportation deemed necessary to control or suppress a fire set or caused by the Contractor or the Contractor's agents or employees.

(b) Contractor's Responsibility for Notification in Case of Fire. The Contractor shall immediately notify the Government of any fires sighted on or in the vicinity of the work site.

( c) Contractor's Responsibility for Responding to Emergencies. When directed by the Contracting Officer, the Contractor shall allow the Government to temporarily use employees and equipment from the work site for emergency work (anticipated to be restricted to fire fighting). An equitable adjustment for the temporary use of employees and equipment will be made under the CHANGES clause, FAR 52.243- 4.

H-3 Incidental Payment Items

The intent of the contract is to provide for the complete construction of the project described in the contract. Unless otherwise provided, the Contractor shall furnish all labor, materials, equipment, tools, transportation, and supplies and perform all work required to complete the project in accordance with drawings, specifications, and provisions of the contract. Payment for contract work will be made only for and under those pay items included in the Schedule of Items. All other work and materials will be considered as incidental to and included in the payment for items shown.

H-4 Conformity with Drawings and Specifications

Unless working tolerances are specified, all work performed and materials furnished shall be in reasonably close conformity with lines, grades, cross sections, dimensions, and material requirements shown on the drawings, indicated in the specifications, or designated on the ground. "Reasonably close conformity" is compliance with reasonable and customary manufacturing and construction tolerances.

H-5 Samples, Tests, Cited Specifications

Reference made in the contract to specifications, standards, or test methods adopted by AASHTO, ASTM, GSA, or other recognized National technical associations, shall mean specifications, standards, or test methods (including interim or tentative issues) which are in effect on the date of the solicitation.

H-6 Barricades, Warning Signs, and Other

The Contractor shall provide, erect, and maintain all necessary barricades, suitable and sufficient lights, danger signals, signs, and other traffic control devices, and shall take all necessary precautions for the protection of the work and safety of the public. Roads closed to traffic shall be protected by effective barricades, and obstructions shall be illuminated during the hours of darkness. Suitable warning signs shall be provided to properly control and direct traffic.

The Contractor shall erect warning signs in advance to any place on the project where operations may interfere with the use of the road or trail by traffic and at all intermediate points where the new work crosses or coincides with an existing road or trail. All road barricades, warning signs, lights, temporary signals, flagmen and pilot car operators and equipment, and other protective devices, except for special devices, shall conform with Part VI of the Manual on Uniform Traffic Control Devices for Streets and Highways, published by the Federal Highway Administration and applicable safety codes.

Necessary warning signs and guards shall be posted during blasting operations to safeguard the public.

H-7 Weed-Free Equipment

In order to prevent the potential spread of noxious weeds into the project area, the Contractor shall be required to furnish the Contracting Officer with proof of weed-free equipment.

The following is considered proof of weed-free equipment:

The Contractor will be required to clean all construction equipment (equipment that operates off existing roads) prior to entry on the project area. This cleaning shall remove all dirt and plant parts and material that may carry noxious weed seeds into the project area. Only construction equipment inspected by the Contracting Officer will be allowed to operate within the project area.

All subsequent move-ins of construction equipment shall be treated the same as the initial move-in.

Prior to initial move-in of all construction equipment, and all subsequent move-ins, the Contractor shall make equipment available for inspection at an agreed location.

H-8 Contractor Performance Assessment Reporting System (FEB 2011)

(a) General. This contract is subject to Federal Acquisition Regulations (FAR), Agriculture Acquisition Regulations (AGAR), and Forest Service Acquisition Regulations (FSAR) that require past performance evaluations to be completed and entered into the Contractor Performance Assessment Reporting System

(CPARS).

(b) Contact Information. At the Prework Meeting, the name and email address of the Contractor Representative will be required.

(c) Assessment. Upon completion of the work associated with the contract/delivery orders (including prior to any renewal options exercised), an evaluation will be initiated by the Contracting Officer in the CPARS system and the Contractor Representative will receive an auto-email from CPARS with instructions for completion of the evaluation.

H-9 Prework Conference

Prior to commencement of work, the Contracting Officer will arrange a meeting with the Contractor to discuss the contract terms and work performance requirements. Also at this meeting such things as work progress schedule and fire prevention and suppression plans shall be developed and established in writing.

PART II - CONTRACT CLAUSES

SECTION I - CONTRACT CLAUSES

I- 1 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): Federal Acquisition

52.202-1 Definitions (JAN 2012) 52.203-3 Gratuities (APR 1984) 52.203-5 Covenant Against Contingent Fees (APR 1984) 52.203-6 Restrictions on Subcontractor Sales to the Government (SEPT 2006) 52.203-7 Anti-Kickback Procedures (OCT 2010) 52.203-8 Cancellation, Rescission, and Recovery of Funds for Illegal or Improper Activity (JAN

1997) 52.203-10 Price or Fee Adjustment for Illegal or Improper Activity (JAN 1997) 52.203-12 Limitation on Payments to Influence Certain Federal Transactions (OCT 2010) 52.204-4 Printed or Copied Double-Sided on Recycled Paper (MAY 2011) 52.204-7 Central Contractor Registration (FEB 2012) 52.204-10 Reporting Executive Compensation and First-Tier Subcontract Awards (FEB 2012) 52.209-6 Protecting the Government's Interest when Subcontracting with Contractors Debarred, Suspended, or Proposed for Debarment (DEC 2010) 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 2011) 52.219-8 Utilization of Small Business Concerns (JAN 2011) 52.219-14 Limitations on Subcontracting (NOV 2011) 52.219-28 Post-Award Small Business Program Rerepresentation (APR 2012) 52.222-3 Convict Labor (JUNE 2003) 52.222-4 Contract Work Hours and Safety Standards Act--Overtime Compensation (JULY 2005) 52.222-6 Davis-Bacon Act (JULY 2005) 52.222-7 Withholding of Funds (FEB 1988) 52.222-8 Payrolls and Basic Records (JUNE 2010) 52.222-9 Apprentices and Trainees (JULY 2005) 52.222-10 Compliance with Copeland Act Requirements (FEB 1988) 52.222-11 Subcontracts (Labor Standards) (JULY 2005) 52.222-12 Contract Termination - Debarment (FEB 1988) 52.222-13 Compliance with Davis-Bacon and Related Act Regulations (FEB 1988) 52.222-14 Disputes Concerning Labor Standards (FEB 1988) 52.222-15 Certification of Eligibility (FEB 1988) 52.222-21 Prohibition of Segregated Facilities (FEB 1999) 52.222-26 Equal Opportunity (MAR 2007)

52.222-27 Affirmative Action Compliance Requirements for Construction (FEB 1999) 52.222-35 Equal Opportunity for Veterans (SEP 2010) 52.222-36 Affirmative Action for Workers with Disabilities (OCT 2010) 52.222-37 Employment Reports Veterans (SEP 2010) 52.222-40 Notification of Employee Rights Under the National Labor Relations Act (DEC 2010) 52.222-50 Combating Trafficking in Persons (FEB 2009) 52.222-54 Employment Eligibility Verification (JAN 2009) 52.223-5 Pollution Prevention and Right-to-Know Information (MAY 2011) 52.223-6 Drug-Free Workplace (MAY 2001) 52.223-18 Encouraging Contractor Policies to Ban Text Messaging While Driving (AUG 2011) 52.225-13 Restrictions on Certain Foreign Purchases (JUNE 2008) 52.228-2 Additional Bond Security (OCT 1997) 52.228-5 Insurance--Work on a Government Installation (JAN 1997) 52.228-11 Pledges of Assets (JAN 2012) 52.228-12 Prospective Subcontractor Requests for Bonds (OCT 1995) 52.228-14 Irrevocable Letter of Credit (DEC 1999) 52.228-15 Performance and Payment Bonds--Construction (OCT 2010) 52.229-3 Federal, State, and Local Taxes (APR 2003) 52.232-5 Payments under Fixed-Price Construction Contracts (SEPT 2002) 52.232-17 Interest (OCT 2010) 52.232-23 Assignment of Claims (JAN 1986) 52.232-27 Prompt Payment for Construction Contracts (OCT 2008) 52.232-33 Payment by Electronic Funds Transfer--Central Contractor Registration (OCT 2003) 52.233-1 Disputes (JULY 2002) Alternate I (DEC 1991) 52.233-3 Protest After Award (AUG 1996) 52.233-4 Applicable Law for Breach of Contract Claim (OCT 2004) 52.236-1 Performance of Work by the Contractor (APR 1984) – 15% 52.236-2 Differing Site Conditions (APR 1984) 52.236-3 Site Investigation and Conditions Affecting the Work (APR 1984) 52.236-5 Material and Workmanship (APR 1984) 52.236-6 Superintendence by the Contractor (APR 1984) 52.236-7 Permits and Responsibilities (NOV 1991) 52.236-8 Other Contracts (APR 1984) 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements

(APR 1984)

52.236-10 Operations and Storage Areas (APR 1984) 52.236-11 Use and Possession Prior to Completion (APR 1984) 52.236-12 Cleaning Up (APR 1984) 52.236-13 Accident Prevention (NOV 1991) Alternate I (NOV 1991) 52.236-15 Schedules for Construction Contracts (APR 1984) 52.236-16 Quantity Surveys (APR 1984) 52.236-17 Layout of Work (APR 1984) 52.236-21 Specifications and Drawings for Construction (FEB 1997) 52.236-26 Preconstruction Conference (FEB 1995) 52.242-13 Bankruptcy (JULY 1995) 52.243-4 Changes (JUNE 2007) 52.244-2 Subcontracts (OCT 2010) 52.244-6 Subcontracts for Commercial Items (DEC 2010) 52.245-1 Government Property (APR 2012)

52.245-9 Use and Charges (APR 2012) 52.246-21 Warranty of Construction (MAR 1994) 52.248-3 Value Engineering--Construction (OCT 2010) 52.249-2 Termination for Convenience of the Government (Fixed-Price) (APR 2012) Alternate I

(SEPT 1996)

52.249-10 Default (Fixed-Price Construction) (APR 1984) 52.253-1 Computer Generated Forms (JAN 1991)

AGRICULTURE ACQUISITION REGULATION (48 CFR CHAPTER 4) CLAUSES

452-236-71 Prohibition Against the Use of Lead-Paint (NOV 1996) 452.236-73 Archeological or Historic Sites (FEB 1988) 452-236-74 Control of Erosion, Sedimentation and Pollution (NOV 1996) 452.236-76 Samples and Certificates (FEB 1988)

I- 2 FAR 52.209-9 Updates of Publicly Available Information Regarding Responsibility Matters

(FEB 2012)

(a) The Contractor shall update the information in the Federal Awardee Performance and Integrity Information System (FAPIIS) on a semi-annual basis, throughout the life of the contract, by posting the required information in the Central Contractor Registration database via https://www.acquisition.gov .

(b) As required by section 3010 of the Supplemental Appropriations Act, 2010 (Pub. L. 111-212), all information posted in FAPIIS on or after April 15, 2011, except past performance reviews, will be publicly available. FAPIIS consist of two segments—

(1) The non-public segment, into which Government officials and the Contractor post information, which can only be viewed by—

(i) Government personnel and authorized users performing business on behalf of the Government; or

(ii) The Contractor, when viewing data on itself; and

(2) The publicly-available segment, to which all data in the non-public segment of FAPIIS is automatically transferred after a waiting period of 14 calendar days, except for--

(i) Past performance reviews required by subpart 42.15;

(ii) Information that was entered prior to April 15, 2011; or

(iii) Information that is withdrawn during the 14-calendar-day waiting period by the Government official who posted it in accordance with paragraph (c)(1) of this clause.

(c) The Contractor will receive notification when the Government posts new information to the Contractor’s record.

(1) If the Contractor asserts in writing within 7 calendar days, to the Government official who posted the information, that some of the information posted to the non-public segment of FAPIIS https://www.acquisition.gov/ is covered by a disclosure exemption under the Freedom of Information Act, the Government official who posted the information must within 7 calendar days remove the posting from FAPIIS and resolve the issue in accordance with agency Freedom of Information procedures, prior to reposting the releasable information. The contractor must cite 52.209-9 and request removal within 7 calendar days of the posting to FAPIIS.

(2) The Contractor will also have an opportunity to post comments regarding information that has been posted by the Government. The comments will be retained as long as the associated information is retained, i.e., for a total period of 6 years. Contractor comments will remain a part of the record unless the Contractor revises them.

(3) As required by section 3010 of Pub. L. 111-212, all information posted in FAPIIS on or after April 15, 2011, except past performance reviews, will be publicly available.

(d) Public requests for system information posted prior to April 15, 2011, will be handled under Freedom of Information Act procedures, including, where appropriate, procedures promulgated under E.O. 12600.

I-3 FAR 52.225-9 Buy American Act--Construction Materials (SEP 2010)

(a) Definitions. As used in this clause--

“Commercially available off-the-shelf (COTS) item”—

(1) Means any item of supply (including construction material) that is--

(i) A commercial item (as defined in paragraph (1) of the definition at FAR 2.101);

(ii) Sold in substantial quantities in the commercial marketplace; and

(iii) Offered to the Government, under a contract or subcontract at any tier, without modification, in the same form in which it is sold in the commercial marketplace; and

(2) Does not include bulk cargo, ad defined in section 3 of the Shipping Act of 1984 (46 U.S.C.

App. 1702), such as agricultural products and petroleum products.

"Component" means any article, material, or supply incorporated directly into construction materials.

"Construction material" means an article, material, or supply brought to the construction site by the Contractor or a subcontractor for incorporation into the building or work. The term also includes an item brought to the site preassembled from articles, materials, or supplies. However, emergency life safety systems, such as emergency lighting, fire alarm, and audio evacuation systems, that are discrete systems incorporated into a public building or work and that are produced as complete systems, are evaluated as a single and distinct construction material regardless of when or how the individual parts or components of those systems are delivered to the construction site. Materials purchased directly by the Government are supplies, not construction material.

"Cost of components" means--

(3) For components purchased by the Contractor, the acquisition cost, including transportation costs to the place of incorporation into the end product (whether or not such costs are paid to a domestic firm), and any applicable duty (whether or not a duty-free entry certificate is issued); or

(4) For components manufactured by the Contractor, all costs associated with the manufacture of the component, including transportation costs as described in paragraph (1) of this definition, plus allocable overhead costs, but excluding profit. Cost of components does not include any costs associated with the manufacture of the construction material.

"Domestic construction material" means--

(1) An unmanufactured construction material mined or produced in the United States;

(2) A construction material manufactured in the United States, if—

(i) The cost of its components mined, produced, or manufactured in the United States exceeds 50 percent of the cost of all its components. Components of foreign origin of the same class or kind for which nonavailability determinations have been made are treated as domestic; or

(ii) The construction material is a COTS item.

"Foreign construction material" means a construction material other than a domestic construction material.

"United States" means the 50 States, the District of Columbia, and outlying areas.

(b) Domestic preference.

(1) This clause implements the Buy American Act (41 U.S.C. 10a - 10d) by providing a preference for domestic construction material. In accordance with 41 U.S.C. 431, the component test of the Buy American Act is waived for construction material that is a COTS item (See FAR 12.505(a)(2)). The Contractor shall use only domestic construction material in performing this contract, except as provided in paragraphs (b)(2) and (b)(3) of this clause.

(2) This requirement does not apply to information technology that is a commercial item or to the construction materials or components listed by the Government as follows:

None.

(3) The Contracting Officer may add other foreign construction material to the list in paragraph (b)(2) of this clause if the Government determines that--

(i) The cost of domestic construction material would be unreasonable. The cost of a particular domestic construction material subject to the requirements of the Buy American Act is unreasonable when the cost of such material exceeds the cost of foreign material by more than 6 percent;

(ii) The application of the restriction of the Buy American Act to a particular construction material would be impracticable or inconsistent with the public interest; or

(iii) The construction material is not mined, produced, or manufactured in the United States in sufficient and reasonably available commercial quantities of a satisfactory quality.

(c) Request for determination of inapplicability of the Buy American Act.

(1) (i) Any Contractor request to use foreign construction material in accordance with paragraph (b)(3) of this clause shall include adequate information for Government evaluation of the request, including--

(A) A description of the foreign and domestic construction materials;

(B) Unit of measure;

(C) Quantity;

(D) Price;

(E) Time of delivery or availability;

(F) Location of the construction project;

(G) Name and address of the proposed supplier; and

(H) A detailed justification of the reason for use of foreign construction materials cited in accordance with paragraph (b)(3) of this clause.

(ii) A request based on unreasonable cost shall include a reasonable survey of the market and a completed price comparison table in the format in paragraph (d) of this clause.

(iii) The price of construction material shall include all delivery costs to the construction site and any applicable duty (whether or not a duty-free certificate may be issued).

(iv) Any Contractor request for a determination submitted after contract award shall explain why the Contractor could not reasonably foresee the need for such determination and could not have requested the determination before contract award. If the Contractor does not submit a satisfactory explanation, the Contracting Officer need not make a determination.

(2) If the Government determines after contract award that an exception to the Buy American Act applies and the Contracting Officer and the Contractor negotiate adequate consideration, the Contracting Officer will modify the contract to allow use of the foreign construction material. However, when the basis for the exception is the unreasonable price of a domestic construction material, adequate consideration is not less than the differential established in paragraph (b)(3)(i) of this clause.

(3) Unless the Government determines that an exception to the Buy American Act applies, use of foreign construction material is noncompliant with the Buy American Act.

(d) Data. To permit evaluation of requests under paragraph (c) of this clause based on unreasonable cost, the Contractor shall include the following information and any applicable supporting data based on the survey of suppliers:

Foreign and Domestic Construction Materials Price Comparison

Construction Material Description Unit of Measure Quantity Price (Dollars)*

Item 1:

Foreign construction material _______ _______ _______

Domestic construction material _______ _______ _______

Item 2: _______ _______ _______

Foreign construction material _______ _______ _______

Domestic construction material

[List name, address, telephone number, and contact for suppliers surveyed. Attach copy of response; if oral, attach summary.] [Include other applicable supporting information.] [* Include all delivery costs to the construction site and any applicable duty (whether or not a duty-free entry certificate is issued).]

I-4 FAR 52.228-1 Bid Guarantee (SEPT 1996)

(a) Failure to furnish a bid guarantee in the proper form and amount, by the time set for opening of bids, may be cause for rejection of the bid.

(b) The bidder shall furnish a bid guarantee in the form of a firm commitment, e.g., bid bond supported by good and sufficient surety or sureties acceptable to the Government, postal money order, certified check, cashier's check, irrevocable letter of credit, or, under Treasury Department regulations, certain bonds or notes of the United States. The Contracting Officer will return bid guarantees, other than bid bonds –

(1) To unsuccessful bidders as soon as practicable after the opening of bids, and (2) To the successful bidder upon execution of contractual documents and bonds (including any necessary coinsurance or reinsurance agreements), as required by the bid as accepted.

(c) The amount of the bid guarantee shall be 20 percent of the bid price.

(d) If the successful bidder, upon acceptance of its bid by the Government within the period specified for acceptance, fails to execute all contractual documents or furnish executed bond(s) within 10 days after receipt of the forms by the bidder, the Contracting Officer may terminate the contract for default.

(e) In the event the contract is terminated for…