AG-82B1-C-10-0317.pdf

United States Department of Agriculture

Forest Service

FOREST SERVICE

CONTRACT

Contract No. AG-82B1-C-10-0317

Project: RECOVERY Osprey Public

Water Hookup

Location: Idaho Panhandle National Forest

Contractor: Western Reclamation P.O. Box 399 Superior, MT 59872

Awarding Office: Intermountain EROC 740 Simms St.

Golden, CO 80401

(x)

AG-82B1-S-10-0290

x x

1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE RECEIVED AT

THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

82B1

GOLDEN CO 80401-4720

740 SIMMS STREET

EROC INTERMOUNTAIN

US FOREST SERVICE

82B1

GOLDEN CO 80401-4720

740 SIMMS STREET

EROC INTERMOUNTAIN

US FOREST SERVICE

CIM-0104-57F04/21/2010000001

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods: (a) By completing

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

04/07/2010

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not, is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

Recovery - Osprey Public Water Hook Up. Project CIM-0104-57F::: This is a Unilateral

Amendment to hereby CANCEL the PRE-BID meeting or Site Tour, on April 28, 2010 (10:00

AM/PST) at the Osprey Campground at the Idaho National Forest, until further notice.

Period of Performance: 09/20/2010 to 11/30/2010

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

STEPHEN M. PATTON

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE PAGE OF PAGES

1 3

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

Three (3) 5/19/10 381133

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

USDA Forest Service Intermountain EROC 740 Simms Street

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State, and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NO.

AG-82B1-S-10-0290

9B. DATED (SEE ITEM 11)

4/7/10

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in item 14. The hour and date specified for receipt of Offers is extended, is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

(X) A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN

THE CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.

The attached summary of the questions and answers resulting form the pre-bid conference held on May 18, 2010 at the Osprey Campground is provided for the information of prospective bidders.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

Stephen M. Patton

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

AG-82B1-S-10-0290 Page 2 Amendment 3

Attendees Representing

Mike Shoup USFS Jim Grubb USFS Steve Oravetz USFS Mike Thom USFS Greg hetzlet USFS Kory Hedrick Versatile Industries Willy Peck Western Reclamation Jack Borley GWR Ext Harley Lippert Lippert Heavy Equipment Mr. Howard Erosion Control & Site Services Mike Sackett Sackett Excavating Scott Foster Sackett Excavating Bud Cooper BBS, Inc.

Questions and Answers

1. Will screening of native material be allowed for bedding?

Ans. See Specification Section 02221 Part 2.10.A.4

2. Will the Forest Service pay for construction staking?

Ans. Construction staking is incidental to other items. Payment will be made only for the pay items in the schedule of items.

3. Where is the water source for the compaction effort?

Ans. There is no government-provided water source. The contractor shall provide their own water source. The dry hydrant at Outlet is a potential source, however, the contractor must obtain fire department approval prior to use.

4. Will electronic copies of the project files be available after award?

Ans. Yes

5. The general area where excavation will occur is likely to have have boulders. How does the Forest Service intend to handle rock excavation should it be necessary?

Ans. Refer to Specification Section 02221 Part 3.02.A.7. Offerors should take note that the schedule of items contains no separate pay item for rock excavation.

AG-82B1-S-10-0290 Page 3 Amendment 3

General Information

The Bonner County Public Works Department is currently reviewing the project plans. Any additional requirements imposed as a result of their review will be handled as a change under the Changes clause after award.

All other contract terms and conditions remain unchanged.

1 1

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

Four (4) 5/26/10 381133

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

USDA Forest Service Intermountain EROC

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State, and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in item 14. The hour and date specified for receipt of Offers is extended, is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received

(X) A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.

The solicitation is changed as follows:

1. The road restoration requirements in specification section 01010-1.08-C are amended to include the following:

For any roadway aggregate surfaces that are contaminated with soil from trenching activities, the top 8 in. of gravel shall be removed, the subgrade shall be compated to 95% of its maximum density and an 8 in. lift of clean aggregate shall be placed.

2. The closing time and date for receipt of offers is extended to 3:00 PM Mountain Time, June 8, 2010.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

5/26/10

(Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

30-105 STANDARD FORM 30 (REV. 10-83)

1 1

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

Five (5) 6/7/10 381133

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

USDA Forest Service Intermountain EROC

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State, and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in item 14. The hour and date specified for receipt of Offers is extended, is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received

(X) A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.

The Forest Service anticipates one or more additional requirememnts being added to this project. The bid date for this project is hereby suspended and will be reset via a future amendment which will clarify and articulate the additional requirements.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

6/7/10

(Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

30-105 STANDARD FORM 30 (REV. 10-83)

1 13

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

Six (6) 6/9/10 381133

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

USDA Forest Service Intermountain EROC

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State, and ZIP Code) (X) 9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in item 14. The hour and date specified for receipt of Offers is extended, is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received

(X) A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.

The solicitation is amended as detailed on the following page.

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

6/9/10 (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

30-105 STANDARD FORM 30 (REV. 10-83)

RECOVERY Osprey Campground Public AG-82B1-S-10-0290 Water Hookup Amendment Six (6) Page 2

1. The Schedule of Items is deleted and the attached Schedule of Items is substituted therefor.

2. Specification Section 01570-1.3 B, is changed to read as follows:

Furnish the construction traffic control plan to the CO at least 14 days before construction begins or before changes in segments or phases of the work on the project. Bonner County officials will review the traffic control plan in addition to the Government. Any necessary road closures shall be approved by Bonner County. The CO will review and approve the Traffic Control Plan considering known off-site activities and may require modification to the plan or construction timning to coordinate events. Work shall not commence until the plan is approved.

3. Bonner County Variance V-10-0525-1 requires the Contractor to replace the entire roadway width with 8 inches of ¾ inch minus gravel. Materials and work shall be in accordance with Bonner County Road Standards Manual Requirements.

4. Contractor shall comply with Bonner County Variance V-10-0525-1 requiring curb stop water service valves, water main valves, and air/vac valves be installed 12 feet beyond the edge of the gravel.

5. Specification Section 02226, Bore and Jacking is added.

6. Drawing sheets 2 and 10 are deleted and the attached sheets are substituted therefor.

7. Bidders are notified that the Priest Lake Marathon race will take place on September 25, 2010. The contractor will be required to accommodate the marathon participants.

8. The closing date and time for receipt of offers is set for 3:00 PM (MT), June 23, 2010.

SECTION 02226

DIVISION 2 - SITEWORK BORE AND JACKING

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PART 1 GENERAL

1.01 WORK INCLUDED

A. This item of work shall consist of furnishing all labor, materials, and equipment necessary to do all work and related items as shown on the Drawings, herein specified, or incidental to proper execution of the work to complete the boring and jacking at the required locations.

B. Underground pipelines crossing existing paved roadways shall be installed within bored and jacked steel casing pipe. Specific crossing requirements shall be obtained in advance from the authority having jurisdiction.

1. Water service line crossing of Outlet Bay Road. Bonner County is the authority having jurisdiction of this road.

1.02 DEFINITIONS

A. Carrier Pipe: Water pipe.

B. Casing Pipe: Sleeve through which carrier pipe will be placed.

C. Boring and Jacking: Method of installing casing pipe by cutting, hand mining, or boring an opening in soils material, simultaneously forcing casing pipe through it with hydraulic jacks.

D. Casing Spacer: Fabricated item for positioning a carrier pipe inside a casing pipe.

1.03 SUBMITTALS

A. Submit the following :

1. Shop drawings for casing pipe showing sizes and hold down assemblies or casing spacers for carrier pipe.

2. Shop drawings of bulkheads when shown on Drawings.

3. Design mixes for concrete, grout and flowable fill.

4. Working drawings and written procedures describing in detail proposed bore and jack method and entire operation to be used, for information only, including, but not limited to:

a. Working and receiving shafts.

b. Dewatering.

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c. Method of removing soils and installation of casing and carrier pipe.

d. Size, capacity, and arrangement of equipment.

e. Backstop.

f. Shaft base material.

g. Type of cutter head.

h. Method of monitoring and controlling line and grade.

i. Detection of surface movement.

j. Procedure for installing pipe supports, anchors, or placement of grout between carrier pipe and casing pipe.

k. Bulkhead details and proposed positive method of anchoring carrier pipe to prevent flotation.

l. Catalog data for casing spacers when used for temporary support during construction.

m. Procedure for monitoring line and grade.

n. Procedure for protection of the existing water main.

5. If modifications to methods or materials are required during construction, resubmit working drawings delineating modifications, including reasons for them.

B. Submit the following prior to delivery of materials:

1. Certificate of Compliance: Steel pipe for casing pipe when annular space between casing and carrier pipes is not filled with concrete.

1.04 DELIVERY, STORAGE, AND HANDLING

A. Unload and handle materials with equipment of adequate capacity.

1. Store materials on site in reasonably level, well drained area free from brush. Storage area must be pre-approved by COR.

2. Store individual pieces and bundles with safe walking space between to allow full view for inspection purposes.

1.05 PROJECT CONDITIONS

A. Bore so as not to interfere with, interrupt, or endanger surface and activity thereon.

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1. Minimize subsidence of surface, structures, and utilities above and in vicinity of bore.

2. Support ground continuously to prevent loss of ground and keep perimeters stable.

3. Be responsible for settlement resulting from operations.

4. Repair and restore damaged property to its condition before being disturbed.

B. Comply with applicable ordinances, codes, statutes, rules, and regulations of State of Idaho, Bonner County Roads Department, applicable County building codes, and applicable regulations of Federal Government, OSHA 29CFR 1926, and applicable criteria of ANSI A10.16-1995 (R2001), “Safety Requirements for Tunnels, Shafts, and Caissons.”

1.06 ADDITIONAL CRITERIA FOR WORK UNDER TAXIWAYS AND RUNWAYS

A. Do not schedule work within and adjacent to roadway until COR has received and approved submittals. Approval does not relieve Contractor of responsibility for adequacy and safety of procedures.

B. Give CO and County advance written notice as described in permit before entering and working near Outlet Bay Road.

C. Place safety, precautionary, and protective devices and services required by County and COR before work proceeds.

D. No part of the installation equipment shall be within the roadway running surface.

PART 2 PRODUCTS

2.01 CASING PIPE

A. Casing pipe shall be smooth steel pipe, free from rust and scale, ASTM A570 Grade B, minimum yield strength of 35,000 psi, and minimum wall thickness of 3/8-inch.

B. Casing pipe on all water service crossings shall be 8-inches in diameter.

2.02 CARRIER PIPE

A. Size and material as indicated in the Drawings and/or elsewhere in these Specifications.

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2.03 CASING INSULATORS

A. Casing insulators shall be designed to attach directly to the carrier pipe.

The skid pads shall be smooth to allow easy installation of carrier pipe and of a height to center the pipe in the casing. Metal components of casing chocks shall be Type 304 stainless steel.

B. Casing Spacers.

1. Fusion bond assembled carbon steel bands, risers, and studs with PVC or Epoxy 14 to 20 mils thick.

2. Treat and coat stainless steel metal surfaces and welds in order to reduce chemical reactivity of its surface.

3. Bands and Risers.

a. Minimum 2 pieces, stainless steel plate: ASTM A666 Type 304, or hot rolled, pickled carbon steel with a minimum yield strength of 30,000 psi and coat as specified herein.

b. Band: Minimum thickness: 14 gage for carrier pipes up to 12 inches diameter and 12 gage for more than 12 inches.

4. Runners.

a. High density molecular polyethylene or polymer reinforced fiberglass with DURO Hardness A of 80 and minimum dielectric strength of 500 volts per mil with sufficient compressive and shear strengths.

b. Attach to risers with bolts or welded studs.

c. Fill bolt holes with silicone caulk.

5. Spacer Band: Line with minimum 0.090 inch thick ribbed PVC liner of DURO Hardness A of 80 and minimum dielectric strength of 450 volts per mil.

6. Approved Manufacturers.

a. Pipeline Seal and Insulator Inc.

b. Cascade Waterworks Manufacturing Company.

c. Or equal (Minimum 5 years of fabricating casing spacers in the United States).

2.04 CASING END SEALS

A. Casing end seals shall be designed to close the casing end to entrance of

02226 - Page 5 of 8 E:\IM ARRA\projects\AG-82B1-S-10-0290_381133_osprey_water_hookup_SIOSON\amend_6\02226 Bore and Jacking.docx June 9, 2010 foreign particles. The end seal shall be 1/8” thick synthetic rubber and shall be attached with 1/2” stainless steel band clamps. The end seal shall be the wrap around type with adhesive sealing strips. Casing end seals shall be Pipeline Seal and Insulator, PowerSeal Pipeline Products, Advance Projects & Systems, or equal.

2.05 SACRIFICIAL ANODES AND WELDING ELECTRODES

A. The packaged anode shall be magnesium with an anode weight of 50 pounds and a package weight of approximately 100 pounds, containing H- 1 alloy meeting ASTM AZ63 cast magnesium alloy. The connecting wire shall be a 10 ft minimum length of single-strand #12 AWG TW insulated copper wire, silver soldered to the core with the joints sealed against moisture. The welding electrodes shall comply with AWS code using ASTM A233 E-70 Series electrodes.

2.06 JOINT RESTRAINT

A. Joint restraint is required at all pipe joints inside the pipe.

B. Acceptable restrained joints include:

a. Butt fusion welded HDPE joints

b. Fully restrained mechanical joints, Mega-lug type

c. CertainTeed C900 with Certa-Lok Restrained Joint System

d. COR approved equal

PART 3 EXECUTION

3.01 GENERAL

A. The Contractor shall be responsible for maintaining cover, grade, and alignment.

B. The Contractor shall excavate the boring and receiving pits at the approved locations. Any required sheeting, shoring, or bracing which is required to provide for safe working conditions shall be provided by the Contractor.

C. After the excavation is opened, the placing and jacking of the pipe shall follow immediately to avoid unnecessarily disturbing the stability of the roadway embankment.

D. Notify COR immediately if obstruction stopping forward motion of operation is encountered during installation.

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1. When it is impossible to advance bore hole or pipe, discontinue operation, abandon completed portion in place, and fill with grout or plug, unless otherwise directed by COR.

E. The top of the casing pipe shall be installed at sufficient depth to provide a minimum of 5.5 feet of cover. The boring and jacking operation shall be perpendicular to the roadway unless shown otherwise on Contract Drawings.

3.02 SPECIAL REQUIREMENTS FOR ROADWAY OPERATIONS

A. Provide minimum of 48 hours notice to the COR prior to commencing Work, including boring-and-jacking operations, within or immediately adjacent to roadways.

B. During all Work near roadways, including boring-and-jacking operations, the Contractor shall arrange for the provision of signage and safety training.

3.03 SHAFT CONSTRUCTION

A. Design, construct, maintain, and remove shaft, including any damage attributed to shaft construction.

B. Excavate, backfill, and grade following Section 02221 and to requirements specified herein.

3.04 BORING OPERATION

A. Once the jacking operation has commenced, it shall be continued uninterrupted around the clock until the casing pipe has been jacked between the specified limits. This requirement may be modified if the Contractor submits to the COR for prior approval, methods and details that shall prevent freezing of the casing pipe and ensure the head is stable at all times.

B. General.

1. Use removable auger and cutting head arrangement.

2. Control line and grade.

C. Boring and Jacking.

1. Jack casing pipe with auger rotating within pipe to remove spoil.

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a. Hand mining may be used for large bore casing pipe, provided method is submitted in detail and is acceptable to

COR.

2. Maintain face of cutting head to preclude free flow of soft or poor soils material.

3. Overcut of Cutting Head:

a. Not to exceed outside diameter of casing pipe by more than 1/2 inch.

b. For hand mining no overcut will be permitted.

4. Use positive means for continuous monitoring and controlling grade of casing pipe during boring operation. The driving end of the pipe shall be properly protected against damage, and the intermediate joints shall be similarly protected by the use of sufficient bearing shims to properly distribute the jacking stresses. Any section of casing pipe showing signs of damage shall be removed and replaced, or repaired to the satisfaction of the COR.

5. For water lines, a tolerance of +/- 6” vertically and 12” horizontally will be permitted as long as minimum cover is maintained.

6. Weld steel pipe casing as required herein.

a. When coating is required, repair coating damage on each side of weld and recoat complete weld area.

3.05 INSTALLATION OF CARRIER PIPE

A. The carrier pipe shall be installed after the casing pipe has been inspected for grade and alignment and approved by the COR. The carrier pipe shall be supported by casing insulators as shown on the Drawings. The pipe support shall be arranged so that the grade and alignment will be maintained throughout the length of the casing pipe.

B. Clean dirt and debris from the casing pipe after installation.

C. Install casing spacers to pipe sections as necessary to support pipe barrel according to the pipe manufacturer's recommendation.

1. Space according to pipe manufacturer’s recommendation. As a minimum, place a spacer within 1 foot of each side of the joint and a maximum spacing of 6 feet.

2. Do not allow pipe to be supported by joint bells.

3. Lubricate casing spacers with drilling mud or flax soap. Do not use petroleum-based lubricants or oils.

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D. Ensure that thrust loads will not damage carrier pipe joints. Provide thrust collars between joint shoulders of concrete pipe.

E. Provide timbers for sufficient cushioning between the end of the pipe pushed and the jacking equipment to prevent damage to the pipe. Do not allow steel jack face to thrust against unprotected pipe end.

F. Position jacks so the resulting force is applied along the centerline of the pipe and the force is applied evenly to the entire end of the pipe.

G. Assemble pipe joints in the jacking pit before pushing the carrier pipe into the casing.

H. Close end of casing pipe around the carrier pipe with a casing end seal per manufacturer’s recommendations. Do not use PCC casing end seals with flexible pipes.

I. Fill the annular space between the carrier and casing pipe, only if required on the plans, with flowable mortar.

3.06 CATHODIC PROTECTION

A. After installing the casing and carrier pipes but before backfilling, the Contractor shall install one packaged anode at each end of the casing pipe. Installation shall include Thermite welds to the casing, and shall be according to the manufacturer’s recommendations.

3.07 FIELD QUALITY CONTROL

A. Maintain line and grade following Drawings to within 2 inch tolerance.

B. Provide compaction testing of backfill materials and embankment, if required, as part of the field quality control for the carrier pipeline being constructed. Ensure that at least one compaction test site occurs at each pit.

END OF SECTION 02226

RECOVERY Osprey Campground AG-82B1-S-10-0290

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SECTION C - Description/Specifications/Statement of Work

C – 1 DESCRIPTION OF PROJECT

A. The work included in the project is generally described below:

Construction of approximately 5,000 lineal feet of 4-inch HDPE water main including valves and appurtenances to serve USFS Osprey Campground;

Installation and stub-out of three water services to serve existing residential cabins;

Installation and stub-out of one water service to serve the USFS Outlet Bay Campground;

Installation of a flow meter vault;

Connecting the new water main to the existing USFS Osprey Campground water system;

Surface restoration in all affected areas, including crushed gravel road surfacing or grading and topsoil spreading as applicable.

B. The work includes, but is not limited to: the furnishing and installation of equipment, labor materials, and related appurtenances in the following general trades of work, excavation, trenching, backfill, piping, equipment installation and other related trades to complete the work.

C – 2 LOCATION AND INSPECTION OF SITE

A. The project is located in and near the Westshore Road near the Osprey and Outlet Bay

Campgrounds, located at the south end of Priest Lake, Idaho.

B. Prospective Offeror/Bidders’ are encouraged to inspect the site and become familiar with the site conditions.

C – 3 Price Range: Between $250,000 thru $500,000.

C – 4 452.211-72 Statement of Work/Specifications. (FEB 1988)

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

(End of Clause)

C – 5 452.211-73 Attachments to Statements of Work/Specifications (FEB 1988).

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

(End of Clause)

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SECTION D - Packaging and Marking

PROJECT LABELING FOR OFFICIAL CORRESPONDENCE

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

(End of Instruction)

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SECTION E - Inspection and Acceptance

52.246-1 Contractor Inspection Requirements. (APR 1984)

52.246-12 Inspection of Construction. (APR 1996)

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SECTION F - Deliveries or Performance

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 60 calendar days from the effective day of the Notice to Proceed. The time stated for completion shall include final cleanup of the premises.

52.242-14 Suspension of Work. (APR 1984)

452.236-75 Maximum Workweek - Construction Schedule. (NOV 1996)

Within Call for info: calendar days after receipt of a written request from the Contracting Officer, the

Contractor must submit the following in writing for approval:

(a) A schedule as required by FAR clause 52.236-15, Schedules for Construction Contracts, and

(b) The hours (including the daily starting and stopping times) and days of the week the Contractor proposes to carry out the work.

The maximum workweek that will be approved is: Monday thru Saturday.

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SECTION G - Contract Administration Data

452.215-73 Post-award Conference. (NOV 1996)

A post award conference with the successful offeror is required. It will be scheduled approximately 15 calendar days after the date of contract award. The conference will be held via “teleconference”.

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SECTION H -Special Contract Requirements

52.203-15 Whistleblower Protections Under the American Recovery and Reinvestment Act of 2009.

(MAR 2009)

(a) The Contractor shall post notice of employees rights and remedies for whistleblower protections provided under section 1553 of the American Recovery and Reinvestment Act of 2009 (Pub. L. 111-5).

(b) The Contractor shall include the substance of this clause including this paragraph (b) in all subcontracts.

52.204-11 American Recovery and Reinvestment Act--Reporting Requirements. (MAR 2009)

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

"Contract," as defined in FAR 2.101, means a mutually binding legal relationship obligating the seller to furnish the supplies or services (including construction) and the buyer to pay for them. It includes all types of commitments that obligate the Government to an expenditure of appropriated funds and that, except as otherwise authorized, are in writing. In addition to bilateral instruments, contracts include (but are not limited to) awards and notices of awards; job orders or task letters issued under basic ordering agreements; letter contracts; orders, such as purchase orders, under which the contract becomes effective by written acceptance or performance; and bilateral contract modifications. Contracts do not include grants and cooperative agreements covered by 31 U.S.C. 6301, et seq. For discussion of various types of contracts, see FAR Part 16.

"First-tier subcontract" means a subcontract awarded directly by a Federal Government prime contractor whose contract is funded by the Recovery Act.

"Jobs created" means an estimate of those new positions created and filled, or previously existing unfilled positions that are filled, as a result of funding by the American Recovery and Reinvestment Act of 2009 (Recovery Act). This definition covers only prime contractor positions established in the United

States and outlying areas (see definition in FAR 2.101). The number shall be expressed as "full-time equivalent" (FTE), calculated cumulatively as all hours worked divided by the total number of hours in a full-time schedule, as defined by the contractor. For instance, two full-time employees and one part-time employee working half days would be reported as 2.5 FTE in each calendar quarter.

"Jobs retained" means an estimate of those previously existing filled positions that are retained as a result of funding by the American Recovery and Reinvestment Act of 2009 (Recovery Act). This definition covers only prime contractor positions established in the United States and outlying areas (see definition in FAR 2.101). The number shall be expressed as "full-time equivalent" (FTE), calculated cumulatively as all hours worked divided by the total number of hours in a full-time schedule, as defined by the contractor. For instance, two full-time employees and one part-time employee working half days would be reported as 2.5 FTE in each calendar quarter.

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"Total compensation" means the cash and noncash dollar value earned by the executive during the contractor's past fiscal year of the following (for more information see 17 CFR 229.402(c)(2)):

(1) Salary and bonus.

(2) Awards of stock, stock options, and stock appreciation rights. Use the dollar amount recognized for financial statement reporting purposes with respect to the fiscal year in accordance with the Statement of Financial Accounting Standards No. 123 (Revised 2004) (FAS

123R), Shared Based Payments.

(3) Earnings for services under non-equity incentive plans. Does not include group life, health, hospitalization or medical reimbursement plans that do not discriminate in favor of executives, and are available generally to all salaried employees.

(4) Change in pension value. This is the change in present value of defined benefit and actuarial pension plans.

(5) Above-market earnings on deferred compensation which is not tax-qualified.

(6) Other compensation. For example, severance, termination payments, value of life insurance paid on behalf of the employee, perquisites or property if the value for the executive exceeds

$10,000.

(b) This contract requires the contractor to provide products and/or services that are funded under the

American Recovery and Reinvestment Act of 2009 (Recovery Act). Section 1512(c) of the Recovery

Act requires each contractor to report on its use of Recovery Act funds under this contract. These reports will be made available to the public.

(c) Reports from contractors for all work funded, in whole or in part, by the Recovery Act, and for which an invoice is submitted prior to June 30, 2009, are due no later than July 10, 2009. Thereafter, reports shall be submitted no later than the 10th day after the end of each calendar quarter.

(d) The Contractor shall report the following information, using the online reporting tool available at http://www.FederalReporting.gov.

(1) The Government contract and order number, as applicable.

(2) The amount of Recovery Act funds invoiced by the contractor for the reporting period. A cumulative amount from all the reports submitted for this action will be maintained by the government's on-line reporting tool.

(3) A list of all significant services performed or supplies delivered, including construction, for which the contractor invoiced in this calendar quarter.

(4) Program or project title, if any.

(5) A description of the overall purpose and expected outcomes or results of the contract, including significant deliverables and, if appropriate, associated units of measure.

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(6) An assessment of the contractor's progress towards the completion of the overall purpose and expected outcomes or results of the contract (i.e., not started, less than 50 percent completed, completed 50 percent or more, or fully completed). This covers the contract (or portion thereof) funded by the Recovery Act.

(7) A narrative description of the employment impact of work funded by the Recovery Act. This narrative should be cumulative for each calendar quarter and only address the impact on the contractor's workforce. At a minimum, the contractor shall provide--

(i) A brief description of the types of jobs created and jobs retained in the United States and outlying areas (see definition in FAR 2.101). This description may rely on job titles, broader labor categories, or the contractor's existing practice for describing jobs as long as the terms used are widely understood and describe the general nature of the work; and

(ii) An estimate of the number of jobs created and jobs retained by the prime contractor, in the United States and outlying areas. A job cannot be reported as both created and retained.

(8) Names and total compensation of each of the five most highly compensated officers of the

Contractor for the calendar year in which the contract is awarded if--

(i) In the Contractor's preceding fiscal year, the Contractor received--

(A) 80 percent or more of its annual gross revenues from Federal contracts (and subcontracts), loans, grants (and subgrants) and cooperative agreements; and

(B) $25,000,000 or more in annual gross revenues from Federal contracts (and subcontracts), loans, grants (and subgrants) and cooperative agreements; and

(ii) The public does not have access to information about the compensation of the senior executives through periodic reports filed under section 13(a) or 15(d) of the Securities

Exchange Act of 1934 (15 U.S.C. 78m(a), 78o(d)) or section 6104 of the Internal

Revenue Code of 1986.

(9) For subcontracts valued at less than $25,000 or any subcontracts awarded to an individual, or subcontracts awarded to a subcontractor that in the previous tax year had gross income under

$300,000, the Contractor shall only report the aggregate number of such first tier subcontracts awarded in the quarter and their aggregate total dollar amount.

(10) For any first-tier subcontract funded in whole or in part under the Recovery Act, that is over

$25,000 and not subject to reporting under paragraph 9, the contractor shall require the subcontractor to provide the information described in (i), (ix), (x), and (xi) below to the contractor for the purposes of the quarterly report. The contractor shall advise the subcontractor that the information will be made available to the public as required by section 1512 of the

Recovery Act. The contractor shall provide detailed information on these first-tier subcontracts as follows:

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(i) Unique identifier (DUNS Number) for the subcontractor receiving the award and for the subcontractor's parent company, if the subcontractor has a parent company.

(ii) Name of the subcontractor.

(iii) Amount of the subcontract award.

(iv) Date of the subcontract award.

(v) The applicable North American Industry Classification System (NAICS) code.

(vi) Funding agency.

(vii) A description of the products or services (including construction) being provided under the subcontract, including the overall purpose and expected outcomes or results of the subcontract.

(viii) Subcontract number (the contract number assigned by the prime contractor).

(ix) Subcontractor's physical address including street address, city, state, and country.

Also include the nine-digit zip code and congressional district if applicable.

(x) Subcontract primary performance location including street address, city, state, and country. Also include the nine-digit zip code and congressional district if applicable.

(xi) Names and total compensation of each of the subcontractor's five most highly compensated officers, for the calendar year in which the subcontract is awarded if--

(A) In the subcontractor's preceding fiscal year, the subcontractor received--

(l) 80 percent or more of its annual gross revenues in Federal contracts

(and subcontracts), loans, grants (and subgrants), and cooperative agreements; and

(2) $25,000,000 or more in annual gross revenues from Federal contracts

(and subcontracts), loans, grants (and subgrants), and cooperative agreements; and

(B) The public does not have access to information about the compensation of the senior executives through periodic reports filed under section 13(a) or 15(d) of the

Securities Exchange Act of 1934 (15 U.S.C. 78m(a), 78o(d)) or section 6104 of the Internal Revenue Code of 1986.

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52.225-21 Required Use of American Iron, Steel, and Other Manufactured Goods--Buy American Act--

Construction Materials. (MAR 2009)

"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.

"Domestic construction material" means--

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

(2) A construction material manufactured in the United States.

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

"Manufactured construction material" means any construction material that is not unmanufactured construction material.

"Steel" means an alloy that includes at least 50 percent iron, between .02 and 2 percent carbon, and may include other elements.

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

"Unmanufactured construction material" means raw material brought to the construction site for incorporation into the building or work that has not been--

(1) Processed into a specific form and shape; or

(2) Combined with other raw material to create a material that has different properties than the properties of the individual raw materials.

(b) Domestic preference. (1) This clause implements--

(i) Section 1605 of the American Recovery and Reinvestment Act of 2009

(Recovery Act) (Pub. L. 111-5), by requiring, unless an exception applies, that all iron, steel, and other manufactured goods used as construction material in the project are produced in the United States; and

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(ii) The Buy American Act (41 U.S.C. 10a-10d) by providing a preference for unmanufactured domestic construction material.

(2) The Contractor shall use only domestic construction material in performing this contract, except as provided in paragraph (b)(3) and (b)(4) of this clause.

(3) This requirement does not apply to the construction material or components listed by the

Government as follows: NONE.

(4) The Contracting Officer may add other foreign construction material to the list in paragraph

(b)(3) of this clause if the Government determines that--

(i) The cost of domestic construction material would be unreasonable.

(A) The cost of domestic iron, steel, or other manufactured goods used as construction material is unreasonable when the cumulative cost of such material will increase the cost of the contract by more than 25 percent;

(B) The cost of unmanufactured construction material is unreasonable when the cost of such material exceeds the cost of foreign material by more than 6 percent;

(ii) The construction material is not mined, produced, or manufactured in the United

States in sufficient and reasonably available quantities and…