b.final_solicitation.docx

Solicitation No. AG-04M3-S-11-0037

REQUEST FOR QUOTATION

PAGE OF PAGES

AND/OR DMS REG. 1

Wallowa Whitman National Forest 1550 Dewy Avenue/PO Box 907 Baker City, OR 97814 See clause entitled, “Commencement, Prosecution and Completion of Work.”

FOB DESTINATION

Andrea Stanbro, Administrative Randy Strohm, Technical 523-1342 523-1212

a. NAME OF CONSIGNEE

38470 Pine Town Lane

Halfway

11. SCHEDULE (Include applicable Federal, State and local taxes)

See attached schedule for quantities

DUNS #___________________________

Simplified Acquisition Procedures limit award to $150,000.00. Quotations will be kept confidential.

12. DISCOUNT FOR PROMPT PAYMENT

are not attached.

c. COUNTY

AREA CODE

NSN 7540-01-152-8084

Previous edition not usable

Prescribed by GSA-FAR (48 CFR) 53.215-1(a)

PART I—THE SCHEDULE

SECTION B--SUPPLIES OR SERVICES AND PRICES/COSTS SCHEDULE OF ITEMS

Name of Offeror or Contractor

SCHEDULE OF ITEMS

SUPPLIES OR SERVICES

AND PRICES/COSTS

Road 6625270 Culvert Replacement, East Pine Creek.

TOTAL ALL ITEMS

SECTION C--DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

C-1. Description of Work

The work includes the removal and replacement of a flood damaged culvert. The existing culvert is a bottomless structural plate arch mounted on concrete footings. It shall be replaced with a bottomless structural plate pipe-arch culvert. Other work items include stream diversion, footing construction/placement, excavation, stream simulation, roadway embankment and aggregate roadway surfacing.

This project is subject to an ODFW in-water work period. Work within the limits of the ordinary high water mark shall start no earlier than July 1st and must be completed by August 31st. Fish removal shall be conducted by Forest Service Staff prior to stream diversion.

C-2. Project Location

The culvert is located in eastern Oregon approximately 4.7 miles North of the city of Halfway, OR (T7S, R46E, Section 20). To access the project, travel north out of Halfway, OR on Fish Lake Road (CR 1009) approximately 4.7 miles and turn right onto FSR 6625270, traveling about 500 ft. to the project site.

C-3. Price Range

This project is estimated between $75,000 and $150,000.

C-4. Applicable Specifications (Road Projects)

Standard and Supplemental Specifications for FP-03 shown in the specification listing contained in the attachments are applicable to this contract. All specifications not included in the specification listing but referenced by listed specifications, are applicable. The Supplemental Specifications shown on the specification list are physically attached.

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

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

SECTION E--INSPECTION AND ACCEPTANCE

E-1. Inspection

Inspection will be done in accordance with the FP-03 and Forest Service Supplemental Specifications (FSSS).

E-2. 52.246-1 Contractor Inspection Requirements. (APR 1984)

The Contractor is responsible for performing or having performed all inspections and tests necessary to substantiate that the supplies or services furnished under this contract conform to contract requirements, including any applicable technical requirements for specified manufacturers' parts. This clause takes precedence over any Government inspection and testing required in the contract's specifications, except for specialized inspections or tests specified to be performed solely by the Government.

(End of clause)

E-3. 52.246-12 Inspection of Construction. (APR 1996)

(a) Definition. "Work" includes, but is not limited to, materials, workmanship, and manufacture and fabrication of components.

(b) The Contractor shall maintain an adequate inspection system and perform such inspections as will ensure that the work performed under the contract conforms to contract requirements. The Contractor shall maintain complete inspection records and make them available to the Government. All work shall be conducted under the general direction of the Contracting Officer and is subject to Government inspection and test at all places and at all reasonable times before acceptance to ensure strict compliance with the terms of the contract.

(c) Government inspections and tests are for the sole benefit of the Government and do not -

(1) Relieve the Contractor of responsibility for providing adequate quality control measures;

(2) Relieve the Contractor of responsibility for damage to or loss of the material before acceptance;

(3) Constitute or imply acceptance; or

(4) Affect the continuing rights of the Government after acceptance of the completed work under paragraph (i) of this section.

(d) The presence or absence of a Government inspector does not relieve the Contractor from any contract requirement, nor is the inspector authorized to change any term or condition of the specification without the Contracting Officer's written authorization.

(e) The Contractor shall promptly furnish, at no increase in contract price, all facilities, labor, and material reasonably needed for performing such safe and convenient inspections and tests as may be required by the Contracting Officer. The Government may charge to the Contractor any additional cost of inspection or test when work is not ready at the time specified by the Contractor for inspection or test, or when prior rejection makes reinspection or retest necessary. The Government shall perform all inspections and tests in a manner that will not unnecessarily delay the work. Special, full size, and performance tests shall be performed as described in the contract.

(f) The Contractor shall, without charge, replace or correct work found by the Government not to conform to contract requirements, unless in the public interest the Government consents to accept the work with an appropriate adjustment in contract price. The Contractor shall promptly segregate and remove rejected material from the premises.

(g) If the Contractor does not promptly replace or correct rejected work, the Government may -

(1) By contract or otherwise, replace or correct the work and charge the cost to the Contractor; or

(2) Terminate for default the Contractor's right to proceed.

(h) If, before acceptance of the entire work, the Government decides to examine already completed work by removing it or tearing it out, the Contractor, on request, shall promptly furnish all necessary facilities, labor, and material. If the work is found to be defective or nonconforming in any material respect due to the fault of the Contractor or its subcontractors, the Contractor shall defray the expenses of the examination and of satisfactory reconstruction. However, if the work is found to meet contract requirements, the Contracting Officer shall make an equitable adjustment for the additional services involved in the examination and reconstruction, including, if completion of the work was thereby delayed, an extension of time.

(i) Unless otherwise specified in the contract, the Government shall accept, as promptly as practicable after completion and inspection, all work required by the contract or that portion of the work the Contracting Officer determines can be accepted separately. Acceptance shall be final and conclusive except for latent defects, fraud, gross mistakes amounting to fraud, or the Government's rights under any warranty or guarantee.

(End of clause)

E-4. Final Cleanup

Before final acceptance, all areas occupied by the Contractor in connection with the work shall be cleaned of all Contractor's rubbish, excess materials, temporary structures, and equipment, and all parts of the work area shall be left in a neat and presentable condition.

SECTION F--DELIVERIES OR PERFORMANCE

F-1. 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 7 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 October 15, 2012 calendar days. The time stated for completion shall include final cleanup of the premises. Work is estimated to begin on July 18, 2011.

F-2. 52.242-14 Suspension of Work. (APR 1984)

F-3. 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): https://www.acquisition.gov/far/ and/or http://www.da.usda.gov/procurement/policy/agar.html .

(End of clause)

SECTION G--CONTRACT ADMINISTRATION DATA

G-1. AGAR 452.215-73 Post Award Conference (NOV 1996)

A post award conference with the successful offeror is required. It will be scheduled and held within 10 days after the date of contract award. The conference will be held at the Whitman Ranger District Office or a mutually agreed upon location.

G-2. Contract Release

When submitting final payment, Contractor shall provide a signed and dated contract release that includes the following information: "In consideration of receipt of final payment in the amount of $__________ Contractor hereby releases the United States of America from any and all obligations arising under this contract and any modifications thereof except as reserved herein. Reservations:______________"

G-3. Government-Furnished Property

The Government will provide the following item(s) of Government property to the Contractor for use in the performance of this contract. This property shall be used and maintained by the Contractor in accordance with the provisions of the "Government Property" FAR clause contained elsewhere in the contract.

G-4. Measurement and Payment

Payment will be as described in the Schedule of Items and listed in the attached specifications.

G-5. Invoice Processing

All invoices shall be sent to the following address:

Invoices shall comply with the invoice requirements of the Prompt Payment Act and FAR 52.232-27.

SECTION H--SPECIAL CONTRACT REQUIREMENTS

H-1. Product Substitution

Any modification of other items, designs, materials, products or equipment (including Government-furnished property), made necessary because of a substitution, will be the responsibility of the Contractor without adjustment in contract price or time. The Contracting Officer's approval of any substitute will not affect the Contractor's responsibility for such modification. Any and all substitutions will be requested by the Contractor after award of the contract has been made. No approvals will be made prior to award.

A. When submitted within 30 days after contract award, the Contracting Officer will consider formal requests for substitution of products, equipment and methods, in place of those specified. Requests submitted after 30 days will be considered only in case of product unavailability or other conditions beyond the control of Contractor. Requests shall provide the information and be in the format as specified in paragraph B below.

B. Submit separate request for each substitution. Support each request with:

1. Complete data substantiating compliance of proposed substitution with requirements stated in contract documents:

a. Product identification, including manufacturer's name and address.

c. Samples, as applicable

d. Name and address of similar projects on which product has been used, and date of each installation.

e. Comparative data of item to be deleted by proposed substitution. Include drawings to same (or larger) scale as pertinent portion of contract documents and marked to show how differences will be accommodated.

f. Show complete system/assembly as revised to accommodate proposed alternate for difference in performance, size, configuration, connections, service, accessibility, or any other significant characteristics.

g. Show complete layout of system except that which is identical to contract documents unless unchanged portion must be shown to indicate clearances, etc.

h. Include complete detail drawings of supports for all substitute equipment and complete load calculations for adequacy of support prepared and signed by a registered structural engineer.

C. Substitutions will NOT be considered for acceptance when:

1. They are merely indicated or implied on shop drawings or product data submittals without a formal request from Contractor.

2. They are requested directly by a subcontractor or supplier.

3. Acceptance will require substantial revision of contract documents.

4. Substitution has not been requested in accordance with this and related clauses.

D. Substitute products shall not be ordered or installed without written acceptance of the Contracting Officer.

E. Contracting Officer will determine acceptability of proposed substitutions.

F. Number of Substitution Submittals: Only one proposed alternative will be considered for each item. Provide specified item if substitution proposal is rejected.

H-2. Contractor’s Representation & Responsibility

A. In making formal request for substitution the Contractor represents he/she:

1. Have investigated proposed product and determined that it is equal to or superior in all respects to that originally specified.

2. Will provide same warranties and bond for substitute as for originally specified product.

3. Will coordinate installation of accepted substitution into the work, and will make such changes as may be required for the work to be complete in all respects.

4. Will waive claims for additional costs caused by substitution, which may subsequently become apparent.

5. Cost data is complete and includes related costs under the contract, but not:

C. The Contractor is solely responsible for the cost of redesign and modifications to this and other parts of the work caused by the substitutions or alternates furnished.

H-3. Submittals, Shop Drawings, Material Certifications and Testing Reports

The following shall be submitted on this project:

Shop Drawings The following shop drawings shall be submitted on this project:

Material Certifications and Testing Reports The following material certifications and/or testing reports shall be submitted on this project:

Structural Concrete (Precast Footings)

H-4. Moisture Sensitive Soils

Contractors are cautioned that the roadway structure is designed so that the completed road will support highway legal loads during a limited use season. Construction equipment often subjects the uncompleted roadway structure to loadings it is not designed to support. This is especially critical during periods of excessive moisture. Materials on this project are sensitive to excessive moisture and will require careful selection and scheduling of equipment to permit efficient operation. Any damage resulting from operations, which renders the material unsuitable for use or results in potential siltation of streams, will be corrected by the Contractor at Contractor's expense.

H-5. Landscape Preservation

The Contractor shall give attention to the effect of contract operation upon the landscape, shall take care to maintain natural surroundings undamaged, and shall conduct the work at all times in compliance with the following requirements.

a. Prevention of the Landscape Defacement. The Contractor shall not remove, deface, injure, or destroy trees, shrubs, lawns, or other natural features or any other improvements in the work area unless specifically authorized by the Contracting Officer. Unless otherwise provided herein, the Contractor shall confine contract operations to within the areas designated in contract documents.

b. Protection of Streams, Lakes, and Reservoirs. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes, small ponds, and reservoirs with fuels, oils, bitumens, calcium chloride, silt, or other harmful materials. Mechanical equipment shall not be operated in live streams without written approval of the Contracting Officer.

H-6. 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 in compliance with reasonable and customary manufacturing and construction tolerances.

A. Definition. "Work" includes, but is not limited to, materials, workmanship, and manufacture and fabrication of components.

B. The Contractor shall maintain an adequate inspection system and perform such inspections as will ensure that the work performed under the contract conforms to contract requirements. The Contractor shall maintain complete inspection records and make them available to the Government. All work shall be conducted under the general direction of the Contracting Officer and is subject to Government inspection and test at all places and at all reasonable times before acceptance to ensure strict compliance with the terms of the contract.

D. The presence or absence of a Government inspector does not relieve the Contractor from any contract requirement, nor is the inspector authorized to change any term or condition of the specification without the Contracting Officer's written authorization.

E. The Contractor shall promptly furnish, without additional charge, all facilities, labor, and material reasonably needed for performing such safe and convenient inspections and tests as may be required by the Contracting Officer. The Government may charge to the Contractor any additional cost of inspection or test when work is not ready at the time specified by the Contractor for inspection or test, or when prior rejection makes reinspection or retest necessary. The Government shall perform all inspections and tests in a manner that will not unnecessarily delay the work. Special, full size, and performance tests shall be performed as described in the contract.

F. The Contractor shall, without charge, replace or correct work found by the Government not to conform to contract requirements, unless in the public interest the Government consents to accept the work with an appropriate adjustment in contract price. The Contractor shall promptly segregate and remove rejected material from the premises.

G. If the Contractor does not promptly replace or correct rejected work, the Government may (1) by contract or otherwise, replace or correct the work and charge the cost to the Contractor or (2) terminate for default the Contractor's right to proceed.

H. If, before acceptance of the entire work, the Government decides to examine already completed work by removing it or tearing it out, the Contractor, on request, shall promptly furnish all necessary facilities, labor, and material. If the work is found to be defective or nonconforming in any material respect due to the fault of the Contractor or its subcontractors, the Contractor shall defray the expenses of the examination and of satisfactory reconstruction. However, if the work is found to meet contract requirements, the Contracting Officer shall make an equitable adjustment for the additional services involved in the examination and reconstruction, including, if completion of the work was thereby delayed, an extension of time.

I. Unless otherwise specified in the contract, the Government shall accept, as promptly as practicable after completion and inspection, all work required by the contract or that portion of the work the Contracting Officer determines can be accepted separately. Acceptance shall be final and conclusive except for latent defects, fraud, gross mistakes amounting to fraud, or the Government's rights under any warranty or guarantee.

H-7. Construction Stakes, Lines, and Grades

(a) Unless a Pay Item for Construction Staking is included in the Schedule of Items, the Government will set initial construction stakes establishing lines, slopes, and continuous control points, reference lines, and bench marks for other structures and improvements and will furnish the Contractor with all necessary information relating to lines, slopes, and grades.

(b) These stakes and control points shall constitute the field control from which the Contractor shall establish other necessary controls and execute the work. The Contractor shall furnish, without additional compensation, all additional stakes, all templates, batter boards, and other materials and supplies necessary for marking and maintaining points and lines established. If any construction control points have been destroyed or displaced or are erroneous, the Contractor shall promptly notify the Contracting Officer.

(c) The Contractor is responsible for the preservation of all stakes and control points. The cost of replacing them will be charged to the Contractor when destroyed due to Contractor's negligence or operation.

(d) In the case of alterations which involve any changes in construction staking, the Contractor shall cooperate with the Contracting Officer and facilitate the prompt re-establishment of the field control for the altered or adjusted work.

H-8. Contractor’s Use of Existing Roads

The Contractor is authorized to use roads in the immediate construction project area for performance of work under this contract. The authorization is limited to roads necessary for direct access between the construction area and storage sites, disposal areas, and other work areas designated in the contract.

The roads authorized for use will be subject to the following general conditions:

(1) State laws governing traffic rules and equipment requirements on State and County Highways.

(2) Federal Regulations contained in 36 CFR 261.12. These regulations prohibit use in excess of State Codes for weight and size, damaging a road while using it, and blocking a road open to use by others.

The Contractor shall be responsible for and perform road maintenance commensurate with his use of Forest Service roads in the construction area.

H-9. Road Maintenance Requirements

In order to fulfill the obligation to protect existing facilities, material source, and disposal site access roads from seasonal weather damage, to safeguard soil and water quality, and to repair damage commensurate with his use, the Contractor shall perform road maintenance work on these roads in accordance with the following:

1. While performing ordinary road maintenance work, the Contractor shall avoid permanent fouling of gravel or bituminous surfaces through covering them with earth or debris from side ditches, slides, or other sources. The Contractor shall avoid blading surface material off the surface of roads.

2. While performing all phases of construction, the Contractor shall minimize damage to ditches, slopes and road surfaces. Where damage does occur, the Contractor shall restore the road to its prior condition within a reasonable period of time.

3. The Contractor shall remove all excess materials and debris from asphalt roadways and trails immediately after backfilling has been completed. This may require brooming and hosing down with water.

4. On completion and acceptance of work requirements, including acceptance of road maintenance by the Forest Service, Contractor road maintenance responsibility shall terminate.

H-10. Road Use and Maintenance

Use of Roads

(a) The Contractor is authorized to use roads that are a part of the construction project and those Forest Service roads designated below for performance of work under this contract.

Road No.

Termini Authorizations, Restrictions & Requirements

Maintenance Required (Yes or No)

6600000

6600070

6628000

6628030

(b) If the Contractor requests use of a National Forest road or segment not designated for his use, the Forest Service may authorize such use if not in conflict with the current Road Rules document. Authorization to use such additional roads may include maintenance requirements and use limitations.

(c) The roads authorized for use will be subject to the following provisions:

1. The Road Rules in the current Wallowa-Whitman National Forest Road Rules Document are applicable to all commercial road users. This document is available for inspection at the office of the Forest Supervisor and shall be applicable except when modified by provisions of the contract.

2. State laws governing traffic rules and equipment requirements on State and County highways.

3. Federal regulations contained in 36 CFR 261.12. These regulations prohibit use of vehicles or equipment in excess of State legal highway loads or posted limits without valid State and Forest Service overload permits, damaging a road while using it, and blocking a road open to use by others, except as may be otherwise provided in the contract.

Load Limits --All vehicles and equipment shall not exceed State legal highway loads and widths or posted limits without valid State and Forest Service overload, overwidth permits. Forest Service overload permits for this project may be obtained from the District Ranger.

4. Federal Regulations contained in 36 CFR 261.54 as applied to the area by an order issued under 36 CFR 261.50. These regulations authorized the Forest Service, as a sovereign act, to issue additional restrictions and closures any time conditions warrant. Such closures will be in addition to those shown in the current Road Rules Document and will be posted on the road.

H-11. Traffic Control

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, flagman 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.

The Contractor shall furnish, erect, maintain, and remove when notified any project identification signs shown on the drawings

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

H-12. Control of Material

Rights In and Use of Materials

(a) The Contractor, with the written approval of the Contracting Officer, may use on the project suitable stone, gravel, and sand, or other material found in the excavation. Payment will be made both for the excavation of such materials at the corresponding contract unit price and for the pay items for which the excavated material is used. The Contractor shall replace without additional compensation sufficient suitable materials to complete the portion of the work which was originally contemplated to be constructed with such material.

(b) Materials produced or processed from Government lands in excess of the quantities required for performance of this contract are the property of the Government. The Government is not obligated to reimburse the Contractor for the cost of their production.

Material Sources

(a) Designated Sources - Sources of local materials are designated on the drawings. The Government assumes responsibility for the quality and quantity of material in the source. The Contractor shall determine the equipment and work required to produce the specified product.

The Contractor shall utilize all suitable material in the source. The designation of source will include the rights of the Contractor to use certain area(s) for plant site, stockpiles, and haul roads.

When materials are subject to weight measurement, the weight/volume relationship used for determination of designed quantities will be shown on the Drawings.

Should the designated source, due to causes beyond the control of the Contractor, contain insufficient suitable material, the Government will provide another source with an equitable adjustment in accordance with Clauses 52.243-5, Changes and Changed Conditions or Clause 52.236-2, Differing Site Conditions.

(b) Contractor Furnished Sources - When the material sources are not designated as provided above or the Contractor elects not to use designated sources, the Contractor shall be responsible for providing the specified product with no adjustment in contract price, unless weight/volume relationship differences between designated source material and Contractor furnished source material result in financial disadvantage to the Government. Quality Testing shall be the responsibility of the Contractor. Test results shall be furnished to the Contracting Officer.

Storage Stockpiling of Materials

Materials shall be stored to assure the preservation of quality and fitness for the work. Stored materials shall be located to facilitate their prompt inspection. Sites on Forest Service administered land, approved by the Forest Service, may be used for storage purposes and for the placing of Contractor's plant equipment. All storage sites provided by the Forest Service shall be restored at Contractor's expense. Contractor shall be responsible for making arrangements for storage on other than Forest Service administered lands.

Earthwork Tolerance

Changes within specified tolerances (such as adjustment of horizontal or vertical alignment) shall be made as necessary to maintain earthwork quantities substantially as designed within balance points. Such adjustments shall not be considered as "Changes" under Clause 52.243-5.

H-13. Safety

The following are some safety hazards which have been identified while performing road and bridge construction/reconstruction activities on the National Forest. The Contractor shall provide a written, job specific safety plan addressing these hazards at the post award conference.

1. Traffic Hazards A. Narrow, gravel- or native-surfaced forest roads

1. Construction traffic

2. Recreational traffic (including ATV’s)

3. Dusty conditions when the following or meeting other vehicles

4. Rough running surface

1. Obstructions In Road

0. Livestock and wildlife

0. Rolling rocks

0. Downed timber

1. Work Environment

0. Weather/Heat/Cold

0. Bees nests

0. Ticks

0. Uneven ground

0. Snags/hazard trees

0. Personal safety equipment

1. Truck Driving & Trailer Towing

0. Stopping distance

0. Loads securely lashed

0. Clearances (power lines, etc.)

0. Steep grades

1. Excavation

0. Slope stability

0. Trench stability (CMP’s etc.)

0. Loose material/rolling rock

0. Noise

0. Water

1. Heavy Equipment Operation While operating or working adjacent to or near heavy equipment, strict attention should be given to safety procedures. Injury, disability, or death may occur during any of the following:

0. Backing

0. Clearance around backhoes/excavators/cranes

0. Steep side slopes or soft ground/rollover

0. Refueling

0. Equipment limitations

0. Unsafe equipment / lack of safety equipment (hard hats, chaps, and other job-specific safety equipment)

0. Operator failure

0. Overhead hazards when cranes or excavators are operating during heavy lifting operations

0. Trailer, bucket, and other connections or retrofitting

0. Loud noise

0. Restricted sight distance

0. Reduced hearing capability of operator due to equipment noise

0. Overhead hazards when working near equipment

0. Heavy loads, including dead and live weight

0. Transport failures and accidents

1. Unstableness

1. Tie-downs

1. Loading/unloading hazards

1. Communications

H-14. Suspensions for Other Than Government’s Convenience The Contracting Officer may issue orders to suspend the work wholly or in part for such period of time as deemed necessary because of: (1) Weather or ground conditions when further prosecution of the work might cause environmental or resource damage to the project, access roads to the project, or adjacent property. Such action would include but not be limited to instances such as siltation of streams, damage to access roads, rutting of project roads which causes otherwise suitable soils to become muddy or unsuitable; or (2) Failure of the Contractor to comply with Specifications such as but not limited to placement of frozen material in fills, placing of asphalts at temperatures lower than those specified, performing work prior to prerequisite approvals, operating equipment not meeting fire requirements, or when conditions exist which do not meet safety requirements. Whether or not a suspend work notice is issued, the Contractor shall be responsible for correcting any damage caused by his/her operation, whether inside or outside project limits, at no cost to the Government. Such suspensions shall not be considered as suspensions for the Convenience of the Government under FAR 52.242-14, Suspension of Work, and shall not qualify for equitable adjustment.

H-15. Additional Requirements or Restrictions

Access shall be closed to the public during construction.

PART II--CONTRACT CLAUSES

SECTION I--CONTRACT CLAUSES

I-1. Order of Precedence --Construction Any inconsistency in this solicitation or contract shall be resolved by giving precedence in the following order:

52.204-7 Central Contractor Registration. (APR 2008)

52.209-6 Protecting the Government's Interest When Subcontracting with Contractors Debarred, Suspended, or Proposed for Debarment. (DEC 2010)

52.211-18 Variation in Estimated Quantity. (APR 1984)

52.219-6 Notice of Total Small Business Set-Aside. (JUN 2003)

52.222-3 Convict Labor. (JUN 2003)

52.222-5 Davis-Bacon Act--Secondary Site of the Work. (JUL 2005)

(a)(1) The offeror shall notify the Government if the offeror intends to perform work at any secondary site of the work, as defined in paragraph (a)(1)(ii) of the FAR clause at 52.222-6, Davis-Bacon Act, of this solicitation.

(2) If the offeror is unsure if a planned work site satisfies the criteria for a secondary site of the work, the offeror shall request a determination from the Contracting Officer.

(b)(1) If the wage determination provided by the Government for work at the primary site of the work is not applicable to the secondary site of the work, the offeror shall request a wage determination from the Contracting Officer.

(2) The due date for receipt of offers will not be extended as a result of an offeror's request for a wage determination for a secondary site of the work.

(End of provision)

52.222-6 Davis-Bacon Act. (JUL 2005)

52.222-7 Withholding of Funds. (FEB 1988)

52.222-8 Payrolls and Basic Records. (JUN 2010)

52.222-9 Apprentices and Trainees. (JUL 2005)

52.222-10 Compliance with Copeland Act Requirements. (FEB 1988)

52.222-11 Subcontracts (Labor Standards). (JUL 2005)

52.222-12 Contract Termination - Debarment. (FEB 1988)

52.222-13 Compliance with Davis-Bacon and Related Act Regulations. (FEB 1988)

52.222-14 Disputes Concerning Labor Standards. (FEB 1988)

52.222-15 Certification of Eligibility. (FEB 1988)

52.222-20 Walsh-Healey Public Contracts Act. (OCT 2010)

52.222-21 Prohibition of Segregated Facilities. (FEB 1999)

52.222-26 Equal Opportunity. (MAR 2007)

52.222-27 Affirmative Action Compliance Requirements for Construction. (FEB 1999)

52.222-35 Equal Opportunity for Veterans. (SEP 2010)

52.222-36 Affirmative Action for Workers with Disabilities. (OCT 2010)

52.222-37 Employment Reports on Veterans. (SEP 2010)

52.223-6 Drug-Free Workplace. (MAY 2001)

52.225-9 Buy American Act - Construction Materials. (SEP 2010)

(a) Definitions. As used in this clause -

"Commercially available off-the-shelf (COTS) item"--

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

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

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

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

(2) Does not include bulk cargo, as defined in section 3 of the Shipping Act of 1984 (46 U.S.C. App. 1702), such as agricultural products and petroleum products.

"Component" means an article, material, or supply incorporated directly into a construction material.

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

"Cost of components" means -

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

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

"Domestic construction material" means--

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

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

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

(ii) The construction material is a COTS item.

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

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

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

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

None

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

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

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

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

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

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

(B) Unit of measure;

(C) Quantity;

(D) Price;

(E) Time of delivery or availability;

(F) Location of the construction project;

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

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

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

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

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

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

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

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

Foreign and Domestic Construction Materials Price Comparison

Construction Material Description Unit of Measure Quantity Price (Dollars)* Item 1:

Domestic construction material

List name, address, telephone number, and contact for suppliers surveyed. Attach copy of response; if oral, attach summary.

Include other applicable supporting information.

* Include all delivery costs to the construction site and any applicable duty (whether or not a duty-free entry certificate is issued).

52.225-13 Restrictions on Certain Foreign Purchases. (JUN 2008)

52.228-13 Alternative Payment Protections. (JUL 2000)

(a) The Contractor shall submit one of the following payment protections: (1) payment bond, (2) irrevocable letter of credit, (3) cashier’s check, bank draft, (4) post office money order, or currency.

(b) The amount of the payment protection shall be 100 percent of the contract price.

(c) The submission of the payment protection is required within 15 days of contract award.

(d) The payment protection shall provide protection for the full contract performance period plus a one-year period.

(e) Except for escrow agreements and payment bonds, which provide their own protection procedures, the Contracting Officer is authorized to access funds under the payment protection when it has been alleged in writing by a supplier of labor or material that a nonpayment has occurred, and to withhold such funds pending resolution by administrative or judicial proceedings or mutual agreement of the parties.

(f) When a tripartite escrow agreement is used, the Contractor shall utilize only suppliers of…