AG-0261-S-17-0003_STANLEY_LAKE_CAMPGROUND_IMPROVEMENT_PROJECT_2017_-_Copy.pdf

OFFEROR'S COPY

NOTE: Attached forms must be completed and submitted intact.

Solicitation No. RFP AG-0261-S-17-0003 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.)

FS-6300-45 (11/79)

OMB APPROVAL NO. 2700-0042

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:

Stanley Lake Campground Improvement Project 2017

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

RFP AG-0261-S-17-0003

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

PAGE OF PAGES

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

4. CONTRACT NO.

5. REQUISITION/PURCHASE REQUEST NO.

829428

6. PROJECT NO.

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SW Idaho/Nevada Acquisition Center ATTN: Karen Morthland

1249 S. Vinnell Way, Suite 200 Boise, ID 83709-1663

SW Idaho/Nevada Acquisition Center ATTN: Karen Morthland

1249 S. Vinnell Way, Suite 200 Boise, ID 83709-1663

9. FOR INFORMATION

EMAIL:

a. NAME:

Karen Morthland b.

Email: kmorthland@fs.fed.us

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):

STANLEY LAKE CAMPGROUND IMPROVEMENT PROJECT 2017

Sawtooth National Recreation Area

Custer County, ID Price Range

The Government’s estimate is:

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

This a Total Small Business Set-Aside

DUNS NUMBER: _________________________________________________________

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 4 copies to perform the work required are due at the place specified in Item 8 by 1200 MDT June 7, 2017. 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 120 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) mailto:kmorthland@fs.fed.us

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

1. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

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

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

All invoices will be processed using the Department of Treasury’s

Invoice Processing Platform (IPP), visit http://www.ipp.gov to learn more. Contractors must follow the instructions on how to register and submit invoices via IPP.

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) http://www.ipp.gov/

AG-0261-S-17-0003 Stanley Lake Campground Improvement Project 2017 Page 4 of 64

PART I - THE SCHEDULE

SECTION B - SUPPLIES OR SERVICES AND PRICES

Stanley Lake Campground Improvement Project 2017 Sawtooth National Forest

Stanley, ID Base Bid

Item No. Description *Method

Of Measure

Unit Est.

Quantity Unit Price Total

000050-1

Beach Access Boardwalk - Lakeshore Trail Sta. 4+79 to 7+12

(233 LF) LSQ LS LSQ $__________ $______________

010250 Construction Staking LSQ LS LSQ $__________ $______________

011900 Mobilization LSQ LS LSQ $__________ $______________

022040 Loose Rock Riprap (Boat Ramp) DQ CY 130 $__________ $______________

022340 Removal of Existing Roadways and Fill Areas LSQ LS LSQ $__________ $______________

023800 Earthwork Geotextiles (Boat Ramp) DQ SY 620 $__________ $______________

024102-1 Removal and Disposal of Existing Structures and Obstructions LSQ LS LSQ $__________ $______________

026460 Colored Concrete Dumpster Pads AQ EA 2 $__________ $______________

033501-1

Boat Ramp - Cast-in-Place Colored Concrete (Ramp & Cut Off Walls) DQ CY 45 $__________ $______________

033501-2 Boat Ramp - Precast Colored Concrete Planks AQ EA 13 $__________ $______________

033501-3 Boat Ramp - Steel Rail System LSQ LS LSQ $__________ $______________

033501-4

Boat Ramp - 3-Inch Minus Granular Base Material (Under Precast Planks) DQ CY 100 $__________ $______________

101110-1 Single-Panel Bulletin Board AQ EA 1 $__________ $______________

101110-2 Install Salvaged Single-Panel Bulletin Board AQ EA 1 $__________ $______________

101110-3 Three-Panel Bulletin Board AQ EA 1 $ $

101400-1 Signs - Regulatory & Directional (Aluminum) AQ EA 46 $__________ $______________

101415 Minor Site I.D. Sign (Wood) AQ EA 3 $__________ $______________

129400-1

Family Unit - Single (Includes Aggregate Surface Pad and Site Furnishings) AQ EA 14 $__________ $______________

129400-2

Family Unit - Double (Includes Aggregate Surface Pad and Site Furnishings) AQ EA 2 $__________ $______________

129400-3

Family Unit - Single (Day-Use) (Includes Aggregate Surface Pad and Site Furnishings) AQ EA 5 $__________ $______________

129400-4 Unit Markers AQ EA 15 $__________ $______________

129410 Waste and Recycling Receptacle (With Colored Concrete Pad) AQ EA 2 $__________ $______________

129700 Fee Tube Relocation (Remove, transport, reinstall) AQ EA 1 $__________ $______________

137000 Boat Dock LSQ LS

LSQ

LSQ $__________ $______________

221310

Sewage Holding Tank- 2000 Gal.

Including Sewerline and Trailer Hookup LSQ LS

231126

Exterior Propane Gas System (Host Unit) - 120 Gallon Tank and 3/4- Inch PE Piping to Unit LSQ LS

AG-0261-S-17-0003 Stanley Lake Campground Improvement Project 2017 Page 5 of 64

260500 Host Unit Electrical LSQ LS

311000 Clearing and Grubbing LSQ LS

312100-1 Project Site Preparation and Grading (Roads and Parking Areas) LSQ LS

312100-2 Project Site Preparation and Grading (Pathways) LSQ LS LSQ $__________ $__________

321200 Warm Mix Asphalt Paving DQ Ton 630 $__________ $__________

321204-1

Crushed Aggregate Surfacing - Grading G (For Roads, Spurs and Pathways) DQ CY 2,200 $__________ $__________

321204-2

Crushed Aggregate Surfacing - Grading G (For Lakeshore Trail)

DQ CY 60 $__________ $__________

321204-3 Crushed Aggregate Base - Grading D (For Under Asphalt Pavement) DQ CY 730 $__________ $__________

321204-4

Crushed Aggregate Base - Grading D (Under Boat Ramp Cast-in-Place Concrete) DQ CY 25 $__________ $__________

321210-1 Rockery Retaining Walls DQ SF 45 $__________ $__________

322100-1 Tent Pad Size 16' by 16' AQ EA 18 $__________ $__________

322205-1 Barrier Rocks - Gov't Furnished (Salavaged On-Site) AQ EA 180 $__________ $__________

322205-2 Barrier Rocks - Gov't Furnished (Nip&Tuck Pit) AQ EA 125 $__________ $__________

322622-1 Colored Concrete Curbstops 6-foot AQ EA 32 $__________ $__________

322622-2 Colored Concrete Curbstops 8-foot AQ EA 18 $__________ $__________

322640-1 Pavement Marking - 4-inch Wide Line Striping (Reflectorized White) AQ LF 370 $__________ $__________

322640-2 Pavement Marking - 12-inch Wide Line Striping (Reflectorized White) AQ LF 250 $__________ $__________

322640-3

Pavement Marking - Accessible Parking Symbol (Reflectorized White on Blue Background) AQ EA 1 $__________ $__________

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

332100-1 Abandonment of Existing Wells (3 Total) LSQ LS LSQ $__________ $__________

332228-1

Culvert - 12-inch Galv. Steel Corrugated Metal Pipe (16 Gage, 2 2/3"x1/2" Corrugations) AQ LF 40 $__________ $__________

332228-2

Culvert - 18-inch Galv. Steel Corrugated Metal Pipe (16 Gage, 2 2/3"x1/2" Corrugations) AQ LF 210 $__________ $__________

332228-3

Culvert - 24-inch Galv. Steel Corrugated Metal Pipe (16 Gage, 2 2/3"x1/2" Corrugations) AQ LF 145 $__________ $__________

TOTAL PRICE (ALL ITEMS – Base Bid) $________________________

Option Item #1 – Renovations to Existing Campgrounds and Overlook

Item No. Description *Method

Of Measure

Unit Est.

Quantity Unit Price Total

024102-2

Removal and Disposal of Existing Structures and Obstructions LSQ LS LSQ $__________ $______________

101400-2 Signs - Regulatory & Directional (Aluminum) AQ EA 13 $__________ $______________

129400-5

Family Unit - Single (Includes Aggregate Surface Pad and Site Furnishings) AQ EA 17 $__________ $______________

AG-0261-S-17-0003 Stanley Lake Campground Improvement Project 2017 Page 6 of 64

129400-6

Family Unit - Double (Includes Aggregate Surface Pad and Site Furnishings) AQ EA 7 $__________ $______________

129400-7

Family Unit - Single (Day-Use) (Includes Aggregate Surface Pad and Site Furnishings) AQ EA 2 $__________ $______________

129400-8 Unit Markers AQ EA 24 $__________ $______________

312100-3

Grading LSQ LS

312100-4 Grading Existing Roadways and Spurs LSQ LS

321204-5

Crushed Aggregate Surfacing - Grading G (For Roads, Spurs and Pathways) DQ CY 680 $__________ $______________

321210-2 Rockery Retaining Walls DQ SF 180 $__________ $______________

322100-2 Tent Pad Size 16' by 16' AQ EA 31 $__________ $______________

322205-3 Barrier Rocks - Gov't Furnished (Salavaged On-Site) AQ EA 100 $__________ $______________

322205-4 Barrier Rocks - Gov't Furnished (Nip&Tuck Pit) AQ EA 63 $__________ $______________

322622-3 Colored Concrete Curbstops 6-foot AQ EA 10 $__________ $______________

322622-4 Colored Concrete Curbstops 8-foot AQ EA 9 $__________ $______________

323150 Post and Pole Fence Railing (Overlook) AQ LF 70 $__________ $______________

332228-4

Culvert - 18-inch Galv. Steel Corrugated Metal Pipe (16 Gage, 2 2/3"x1/2" Corrugations) AQ LF 80 $__________ $______________

TOTAL PRICE (ALL ITEMS – Option Item #1) $________________________

GRAND TOTAL PRICE (ALL ITEMS – Base Bid PLUS Option Item #1)

Option Item #2 – New Handpump Well and Modifications to Existing Handpump Well

Item No. Description *Method

Of Measure

Unit Est.

Quantity Unit Price Total

221122-1

Handpump Well Modifications - Includes Extending Well Casing and New Handpump, Including Colored Concrete Pad and Trough

AQ EA 2 $__________ $______________

221122-2

New Handpump, Including Colored Concrete Pad and Trough

LSQ LS

332100-2

Water Supply Wells: Moving Equipment to and From Well Site

LSQ LS

332100-3

Water Supply Wells: Drilling, Borehole (Sized to Receive an 6-Inch Well Casing or 8-inch Open Hole) AQ LF 12 $__________ $______________

332100-4

Water Supply Well: Drilling, Oversized Borehole (Sized to Receive an 6-Inch Well Casing and Bentonite Grout Seal) AQ LF 58 $__________ $______________

332100-5 Water Supply Wells: 6-Inch Steel Casing AQ LF 72 $__________ $______________

332100-6 Water Supply Wells: Neat Cement Grout Seal AQ

94# BAG 17 $__________ $______________

332100-7 Water Supply Wells: Bentonite Seal AQ

50# BAG 8 $__________ $______________

332100-8 Water Supply Wells: Developing Well DQ HR 5 $__________ $______________

332100-9 Water Supply Wells: Testing Well DQ HR 6 $__________ $______________

AG-0261-S-17-0003 Stanley Lake Campground Improvement Project 2017 Page 7 of 64

332100-10 Water Supply Wells: 6-Inch PVC Casing AQ LF 60 $__________ $______________

332100-11 Water Supply Wells: 6-Inch PVC Casing, Perforated AQ LF 10 $__________ $______________

TOTAL PRICE (ALL ITEMS – Option Item #2) $________________________

GRAND TOTAL PRICE (ALL ITEMS – Base Bid PLUS Option Item #1 PLUS Option Item #2) $________________________

Option Item #3 – Trailhead

*Method

Of Measure

Unit Est.

Quantity Unit Price Total

101110-4 Three-Panel Bulletin Board AQ EA 1 $__________ $______________

101400-3 Signs - Regulatory & Directional (Aluminum) AQ EA 8 $__________ $______________

312100-5

Project Site Preparation and Grading (Road, Parking Areas and Pathways)

LSQ LS LSQ $__________ $______________

321204-6

Crushed Aggregate Surfacing - Grading G (For Road and Parking Area) DQ CY 700 $__________ $______________

322205-5 Barrier Rocks - Gov't Furnished (Salavaged On-Site) AQ EA 3 $__________ $______________

322622-5 Colored Concrete Curbstops 6-foot AQ EA 23 $__________ $______________

332228-5

Culvert - 24-inch Galv. Steel Corrugated Metal Pipe (16 Gage, 2 2/3"x1/2" Corrugations) AQ LF 235 $__________ $______________

TOTAL PRICE (ALL ITEMS – Option Item #3)

GRAND TOTAL PRICE (ALL ITEMS – Base Bid PLUS Option Item #1 PLUS Option Item #2 PLUS Option Item #3

Option Item #4 – Lakeshore Trail - Sta. 17+60 to 27+01

Item No. Description *Method

Of Measure

Unit Est.

Quantity Unit Price Total

000050-2 Connector Boardwalk - Lakeshore

LSQ LS LSQ $__________ $______________

312100-6

Grading LSQ LS

321204-7 Crushed Aggregate Surfacing - Grading G DQ CY 60 $__________ $______________

332228-6

Culvert - 12-inch Galv. Steel Corrugated Metal Pipe (16 Gage, 2 2/3"x1/2" Corrugations) AQ LF 285 $__________ $______________

332228-7

Culvert - 24-inch Galv. Steel Corrugated Metal Pipe (16 Gage, 2 2/3"x1/2" Corrugations)

AQ LF 25 $__________ $______________

TOTAL PRICE (ALL ITEMS – Option Item #4) $________________________

GRAND TOTAL PRICE (ALL ITEMS – Base Bid PLUS Option Item #1 PLUS Option Item #2 PLUS Option Item #3 PLUS Option Item #4

Option #5 -Vault Toilets

*Method

Of Measure

Unit Est.

Quantity Unit Price Total

024102-3

Removal and Disposal of Designated Vault Toilets from Stanley Lake Campground AQ EA 2 $__________ $______________

AG-0261-S-17-0003 Stanley Lake Campground Improvement Project 2017 Page 8 of 64

024102-4 Removal/Salvage of Existing Vault Toilet from Lakeview Campground LSQ LS LSQ $__________ $______________

133400-1 Precast Concrete Vault Comfort Station (Double Unit) AQ EA 6 $__________ $______________

133400-2

Installation of Government- Furnished Precast Concrete Vault Comfort Station AQ EA 1 $__________ $______________

024102-3

Removal and Disposal of Designated Vault Toilets from Stanley Lake Campground AQ EA 2 $__________ $______________

TOTAL PRICE (ALL ITEMS – Option Item #5) $________________________

GRAND TOTAL PRICE (ALL ITEMS – Base Bid PLUS Option Item #1 PLUS Option Item #2 PLUS Option Item #3 PLUS Option Item #4 PLUS Option Item #5

Option #6 - Chip Seal for Asphalt Pavement

*Method

Of Measure

Unit Est.

Quantity Unit Price Total

321212

Asphalt Chip Seal with CRS2P Emulsion and Class B Aggregate DQ SY 3,510 $_________ $______________

TOTAL PRICE ( Option Item #6) $________________________

GRAND TOTAL PRICE (ALL ITEMS – Base Bid PLUS Option Item #1 PLUS

Option Item #2 PLUS Option Item #3 PLUS Option Item #4 PLUS Option Item #5 PLUS Option Item 6 $________________________

* Designated Method of Measurement:

AQ – Actual Quanties; DQ – Design Quantity; LSQ - Lump Sum Quantities

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.

AG-0261-S-17-0003 Stanley Lake Campground Improvement Project 2017 Page 9 of 64

SECTION C - DESCRIPTION/SPECIFICATIONS

STANLEY LAKE CAMPGROUND IMPROVEMENT PROJECT 2017

C-1 Scope of Contract

Project Description

Furnish all labor, equipment and material necessary to accomplish the work under this contract. This project consists of the reconstruction of the Stanley Lake Recreation Complex, including a campground, overlook, trailhead, day-use area with picnic sites and beach access, boat ramp, floating dock and parking, and a lakeshore trail with a boardwalk segments.

The work associated with this project includes:

Base Bid:

Demolition:

Removing all portions of the existing Stanley Lake Inlet Campground, including all manmade structures and site furniture. All portions not included in the reconstruction are to be obliterated and removed to allow the wetlands to rehabilitate. Some roadbeds are to be reused for the lakeshore trail.

Abandoning existing handpump wells as designated.

Pumping and removing designated vault restrooms.

Demolishing other designated items according to the demolition sheets, such as road obliteration, restrooms and furniture removal throughout the complex.

Stanley Lake Campground:

Constructing a new campground "loop", including new aggregate road, spurs, restrooms, family units and site furniture.

Constructing a new entrance road and central intersection, with pull-out and kiosk Realigning existing roads and intersections.

Installing new road signs and campsite unit numbers

Day-Use Area and Boat Ramp:

Constructing a new road, day-use parking area, and boat ramp parking area. Surfaces will be a mix of aggregate and asphalt.

Constructing a new concrete boat ramp, with floating dock and precast concrete planks, including some underwater construction.

Relocating a bulletin board.

Constructing a new picnic area, including a pathway system, signs and site furniture.

Lakeshore Trail:

Constructing a new universally accessible pathway along the north and west sides of the lake to connect all portions of the complex together. The pathway contains both aggregate and native surfaces.

Constructing boardwalk segments with both helical pier and concrete foundations. A portion of the trail is an optional bid item, as shown below.

Optional Bid Items:

Option #1: Renovations to Existing Campgrounds and Overlook

• Constructing new aggregate roads, parking areas, pullouts, spurs, curb stops, signs and installing site furnishings and other items throughout portions of the existing campgrounds and overlook, including all work shown on Sheets C5 And C11, except vault toilets. Installing new family units, including site furniture (as designated) Regrading all existing roadways and spurs (that are not to be reconstructed) throughout the recreation complex.

AG-0261-S-17-0003 Stanley Lake Campground Improvement Project 2017 Page 10 of 64

Option #2: New Handpump Well and Modifications to Existing Handpump Well

• Drilling a new potable water well and installing a handpump

• Modifying an existing handpump well

Option #3: Trailhead

• Constructing a new aggregate parking area, including curb stops and signs.

• Constructing a new bulletin board

• Includes all work shown on Sheet C2 and Sta. 0+00 to 7+00 of the Trailhead Connector Trail

Option #4: Lakeshore Trail - Sta. 17+60 To 27+01

Option #5: Vault Toilets

• Installing new restrooms

Option #6: Chip Seal for Asphalt Pavement

Quantities associated with these options are identified in the Schedule of Items.

C-2 Project Location

The project is located on the Sawtooth National Recreation Area on the Sawtooth National Forest, Custer County, Idaho. It is located approximately 2 miles north and 6 miles west of Stanley, Idaho (approximately 8 miles by road from Stanley). Portions of the project are in Sections 27, 28 and 33, T11N, R12E. GPS coordinates:

44.248981°, -115.055332°. Driving directions from Stanley: Drive West on State Highway 21 for approx. 6 miles and turn South onto Stanley Lake Road (Forest Road 455).

Pit Locations

Nip & Tuck Pit: Approx. 5 miles from project site. Latitude 44° 15’ 23.7” N, Longitude 114° 59’ 28.9” W.

Government-furnished decomposed granite is available from this pit. Government-furnished barrier rocks will be stockpiled at this pit for contractor to haul to project site.

Stanley Lake Pit: Approx. 1.5 miles from project site. Latitude 44° 15’ 29.6” N, Longitude 115° 02’ 49.0” W.

Contractor shall haul excess excavated material and oversized boulders to this pit, including material excavated from obliterated roads and wetland rehabilitation.

Champion Creek Pit: Approx. 25 miles from project site. Latitude 44° 00’ 43.9” N, Longitude 114° 49’ 46.3” W.

Government-furnished select borrow is available from this pit.

Fourth of July Pit: Approximately 25 miles from project site. Latitude 44° 01’ 24.8” N, Longitude 114° 49’ 05.8” W. This pit is owned by the Idaho Transportation Department. Crushed gravel is available from this pit for a fee.

Processing by the contractor may be required.

C-3 Use of Premises

A. The Contractor is responsible for the security of all equipment and materials.

B. Fuel storage on site is permitted with proper secondary containment and an approved site plan. Fuel trucks must be equipped with spill containment kits and portable berms that meet all state and federal regulations. A spill prevention and containment plan must be submitted and approved prior to construction.

C. All construction equipment shall be pressure washed before entering the Project 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.

AG-0261-S-17-0003 Stanley Lake Campground Improvement Project 2017 Page 11 of 64

D. The Project site is available for staging, operations and storage of materials. No approval is needed for this purpose. The Contractor shall not store/stage/utilize areas outside the Project area without prior approval of the

CO.

C-4 Site Information and Limitations

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

Due to the popularity of the site, the work shall occur in sequence to minimize the impact to the public using the entire Stanley lake complex. See Section 1.9 for construction sequence. The contractor shall submit for approval staging areas and closures for each sequence of work. Also, to lessen the impact to the public the Contractor will only be allowed to work within the following time frames:

From September 5 to Winter Shutdown, work can be done any day of the week including Saturday and Sunday and on Federal holidays. There will also be no limit of the time of day work can be performed.

From the date work resumes to May 24, 2018, the same work days and time limits apply as mentioned previously

From May 25, 2018 to September 11, 2018 the following work schedule shall be followed:

• Monday thru Thursday: 8:00 AM to 6:00 PM

• Friday: 8:00 AM to 5:00 PM

• No work shall be allowed on Saturdays, Sundays, and all Federal holidays.

After September 11, 2018, work can be done any day of the week including Saturday and Sunday and on Federal holidays. There will also be no limit of the time of day work can be performed.

Construction areas for each phase will be closed to the public during construction. The Forest Service will issue a closure order to the public. The Contractor will be responsible for signing and limiting public access. Contractor will provide all materials and labor necessary to protect Stanley Lake and streams, wet or dry, during construction activities. The Contractor will be required to submit a stream protection plan and receive approval from the COR, in writing, prior to the beginning of construction

All construction equipment shall be pressure washed before entering National Forest System lands. 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.

Water for construction purposes shall be drafted from the locations indicated on the Drawings. When drafting water from any one of the locations, the Contractor shall use one of the two Government provided pump screens which measure 6” in diameter with a length of 24” or 10” in diameter with a length of 36”. Both pump screens have threaded end connections in which the Contractor shall provide the required fittings necessary to connect to their intended pump to render a water-tight, secure connection.

Damage to either pump screen, as a result of the Contractor’s use or negligence, shall be repaired to equal or better condition at the Contractor’s expense. If a satisfactory repair is not possible, Contractor shall be responsible for replacing the respective screen, in kind, at no expense to the Government.

Pumps shall be enclosed in a containment basin having 110% of the pumps fuel capacity.

Upon completion of using a drafting site, the Contractor shall restore it to pre-construction condition or better as determined by the Contracting Officer, following completion of the work.

The Contractor shall provide temporary toilet facilities (porta-potty) at each work site during the duration of the project. The existing toilet facilities within the campgrounds are managed and controlled by the concessionaires and available only to the public.

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C-5 Sequence of Construction

In order to accommodate recreation use within the Stanley Lake Complex during construction, the following sequence of work shall be adhered to:

September, 2017 to Winter Shutdown

The “Base” contract work allowed to be performed during this time frame includes the following:

• The new campground road, spurs, and associated appurtenances (i.e. site furniture, signs, bulletin boards, gates, etc.)

• The new entrance road and decommissioning of the existing entrance road to the Overlook Parking and the Stanley Lake and Lakeview Campgrounds.

• The new trail from Station 9+72 to 17+60.

If awarded, the following optional work maybe started during this time frame:

• Renovation to the existing campgrounds and overlook (Option #1)

• New handpump well and modifications to existing handpumps (Option #2)

• Trailhead (Option #3)

• Lakeshore Trail – Station 17+60 to 27+01 (Option #4)

• Vault Toilets (Option #5)

Barrier rocks designated to be removed from the Stanley Inlet Campground area can be salvaged during this time frame.

Spring, 2018 to Contract Project Completion Date

When the project resumes during this time period, all of the work allowed during September 2017 to winter shutdown shall be completed before starting construction on the following:

• The new entrance road to the new day use and boat ramp parking lots.

• The new boat ramp parking lot.

• The new concrete boat ramp and dock.

• New day use parking lot.

• Boardwalk and trail section from 4+79 to 7+12.

• Removal of existing roadways and fill in the Stanley Lake Inlet area.

Access to the existing boat ramp on the beach shall remain open at all times until the new boat ramp and parking lot have been approved and accepted for use by the Forest Service.

During construction of the trailhead parking lot, Forest Service Road 649 shall remain open at all times. If it becomes necessary to block the road, then a maximum of 5 minutes will be allowed to temporarily stop vehicular traffic.

C-6 Traffic Control and Construction Signing

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 Idaho Transportation Department. 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-7 Work Camps, Staging and Storage Areas

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 work trailers on site.

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Any activities that occur in the parking area require prior approval by the Forest Service and the Idaho Transportation Department.

Overnight camping will be allowed only on the project site and within the approved staging areas. The Contractor shall get approval from the CO on the locations where they propose to set up work camps. The locations should be, as much as possible, obscured from the public’s view.

C-8 Inspection of Worksite

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-9 General Specifications

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

Standard Specifications (FP-03) and attached Forest Service Supplemental Specifications (FSSS) are applicable to this Public Works contract. All applicable FSSS are included in full text. All specifications not included in the specification listing but referenced by listed specifications are applicable. Standard Specifications (FP-03) are available on-line at www.wfl.fha.dot.gov/design/specs/fp03.htm in pdf format.

The following specifications are attached. Some sections in the schedule of items refer to other sections not listed and are subsidiary to, or are included in payment for other pay items in this contract. These items are considered incidental and no additional compensation will be made.

Section 000050 - Boardwalk Section 010250 - Construction Staking Section 011250 - Measurement And Payment Section 011900 - Mobilization Section 013300 - Submittal Procedures Section 014100 - Quality Control Section 022040 - Loose Rock Riprap For Boat Ramps Section 022340 - Removal Of Existing Roadways And Fill Areas Section 023701 - Sediment And Erosion Control Measures Section 023800 - Earthwork Geotextiles For Boat Ramp Section 024100 - Waste Material Disposal Section 024102 - Removal And Disposal Of Structures And Obstructions Section 026460 - Colored Concrete Dumpster Pad Section 033000 - Cast-In-Place Concrete Section 033020 - Concrete From Packaged Dry Mix For Minor Structures Section 033501 - Concrete Boat Ramp Section 061000 - Rough Carpentry Section 061323 - Heavy Timber Construction Section 061533 - Wood Patio Decking Section 061800 - Glued-Laminated Construction Section 099100 - Painting Section 099300 - Staining And Transparent Finishing Section 101110 - Bulletin Boards Section 101400 - Signs Section 101415 - Sign Fabrication (Wood) Section 129400 - Family Unit And Site Furnishings Section 129410 - Recycling Receptacle Section 129700 - Fee Tube http://www.wfl.fha.dot.gov/design/specs/fp03.htm

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Section 133400 - Precast Concrete Restrooms Section 137000 - Floating Boat Dock Section 221122 - Hand Pumps Section 221310 - Sewage Holding Tank Section 231126 - Facility Liquefied-Petroleum Gas Piping Section 260500 - Common Work Results For Electrical Section 260519 - Low-Voltage Electrical Power Conductors And Cables Section 260526 - Grounding And Bonding For Electrical Systems Section 260533 - Raceway And Boxes For Electrical Systems Section 260553 - Identification For Electrical Systems Section 311000 - Clearing And Grubbing Section 312000 - Earthwork Section 312100 - Project Site Preparation And Grading Section 312225 - Excavation & Embankment Section 312600 - Steel Helical Piers Section 321200 - Warm Mix Asphalt Paving Section 321204 - Crushed Aggregate Base Or Surface Course Section 321206 - Loose Rock Riprap For Culverts Section 321210 - Rockery Retaining Wall Section 321212 - Polymer-Modified Chip Seal Section 322100 - Tent Pad Section 322205 - Barrier Rocks Section 322622 - Precast Colored Concrete Curb Stops Section 322640 - Pavement Marking Section 323116 - Gates For Roads Section 323150 - Post And Pole Railing Section 329206 - Seeding Section 332100 - Water Supply Wells Section 332228 - Culvert Pipe And Pipe Arches

C-10 Drawings

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

C-11 Bio Based Products

The Contractor must comply with the Agricultural Act of 2014; the Food, Conservation and Energy Act of 2008 (FCEA), 7 U.S.C. 8102; the Farm Security and Rural Investment Act of 2002 (FSRIA), 7 U.S.C. 8102; the Federal Acquisition Regulation; Executive Order (EO) 13514, “Federal Leadership in Environmental, Energy and Economic Performance,” dated October 5, 2009; EO 13423, “Strengthening Federal Environmental, Energy, and Transportation Management,” dated January 24, 2007; and Presidential Memorandum, “Driving Innovation and Creating Jobs in Rural America through Bio Based and Sustainable Product Procurement,” dated February, 2012 to provide bio based 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 bio based and recycled products.

The following is a list of categories for bio preferred products that are required for performance of this construction contract:

Equipment Lubricants, Hydraulic Fluids, Fuel Additives, Engine Oils, Office Products (Ink, paper, cleaning products) For more information regarding the Department of Agriculture Bio Based Program go to: http://www.biopreferred.gov.

http://www.biopreferred.gov/

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SECTION D – PACKAGING AND MARKING

D-1 Packing and Marking

All shipments of materials, equipment and/or supplies shall be addressed to the Contractor and not to the Government.

D-2 Project Labeling for Official Correspondence

The Government singularly identifies each project with a contract number at time of award. The contract number is a unique identifier to purposely and permanently represent an awarded project. The Government issued contract number is to be referenced on all official communication starting upon notice of award.

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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) 52.246-13.1 Inspection--Dismantling, Demolition, or Removal of Improvements (AUG 1996)

E-2 Pre-Final and Final Inspection

Pre-final Inspection: The Government may, at its own discretion, conduct a pre-final inspection prior to the contractor requesting a final inspection. Any discrepancies noted shall be corrected prior to final inspection.

Final Inspectio n: When the work is ready for final inspection, the Contractor shall submit a written request for the final inspection to the duly assigned Contracting Officer’s Representative at least seven (7) days prior to the desired final inspection date. The final inspection will be performed with the Contractor by the appropriate Government personnel. If any discrepancies are noted, they shall be handled in accordance with 52.246-12.

https://www.acquisition.gov/far http://www.usda.gov/procurement/policy/agar.html

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

52.211-13 Time Extensions (Sept 2000) 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 noted below. The time stated for completion shall include final cleanup of the premises.

Start Date:

The anticipated Project Start Date is September 5, 2017.

End Date:

Base Bid and Options: To Be Completed by October 31, 2018.

F-3 FAR 52.211-12 Liquidated Damages -- Construction (Sept 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $1,354 maximum for each calendar day of delay until the work is completed or accepted.

These figures are estimated to be the maximum charges to be assessed because of a delay in completing the work within the contract time. Actual charges will probably not include the CO, COR and Inspector all working full time on the project, two per diem charges, etc.

CO (Morthland) cost per day $376 COR (Robnett) cost per day $370 Inspector cost per day $370

Per diem Lodging $60 + taxes $7 = $67

Subtotal $98/day x 2 people $196 Vehicle $0.22/mile x 154 miles + $8/day for one-way trip $ 42

Total daily charges $1,354

(b) If the Government terminates the Contractor’s right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

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SECTION G--CONTRACT ADMINISTRATION DATA

G-1 Contract Administration

(a) CONTRACTING OFFICER means a person with the authority to enter into, administer and/or terminate contracts and make related determinations and findings. The Contracting Officer signs all contractual documents, approves and signs all modifications to contracts, processes and approves payment requests, reviews and makes final decisions on contractual discrepancies, and administers the contract. The Contracting Officer is the only authorized individual to make changes to a contract.

(b) CONTRACTING OFFICER'S REPRESENTATIVE. The Contracting Officer will designate a representative, hereinafter referred to as the Contracting Officer's Representative (COR) or, alternatively, as the Engineer, who will provide on-the-ground administration for the Government. The COR will be designated in writing and a copy of the designation will be furnished to the Contractor before or at the pre-work conference. The Contractor is cautioned to read the COR designation because certain authority under the contract is reserved solely for the Contracting Officer.

The term "Contracting Officer" as used throughout the contract shall be interpreted to include the Contracting Officer's designated representative(s) acting within the limits of their delegation of authority.

(c) CONTRACTOR'S REPRESENTATIVE. Any representative of the Contractor shall be designated in writing.

The designation shall clearly indicate the name and limitations of authority, if any, of the representative.

G-2 Address of Correspondence

All correspondence, unless otherwise specified, shall be directed to the following address:

(a) The address and telephone number of the Contracting Officer is:

SW Idaho-Nevada Acquisition Service Center Contact:

Karen Morthland, Contracting Officer 1249 South Vinnell Way, Suite 200 Boise ID 83709 kmorthland@fs.fed.us

Note: Include Contract Number on all correspondence mailto:kmorthland@fs.fed.us

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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 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-4 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-5 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.

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H-6 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-7 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-8 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-9 AGAR 452.215-73 Postaward Conference (NOV 1996)

A post award conference with the successful offeror is required.