postable .0012. doc.doc
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- Solicitation number
- AG-82B1-S-09-0012
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Section B through M
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| sf30_e.pdf | ||
| 12 pg1 TitleSheet.pdf | ||
| 12 pg 3 SummaryQuantities.pdf | ||
| 1442-0012.pdf | ||
| 12 pg 2 project_map.pdf | ||
| sheet 4 RoadLog.pdf | ||
| Wage Determination Montana.pdf |
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SECTION B – SPPLIES OR SERVICES AND PRICES/COSTS
Brush Creek Aggregate
Libby District Kootenai National Forest Lincoln County
B- 1 - SCHEDULE OF ITEMS
ITEM
NO.
DESCRIPTION
METHOD OF MEASURE
PAY
UNIT
EST.
QTY.
UNIT
PRICE
TOTAL
PRICE
15101
Mobilization
*LSQ
Lump Sum
30111
Aggregate surface course, 1” minus, compaction method E
*CQ
Cubic Yard 5,975
30605
Calcium Chloride
*AQ
Ton 37.5
Total
Additive Items (refer to drawings)
30111
Aggregate surface course, 1” minus, compaction method E
*CQ
Cubic Yard 3,575
30605
Calcium Chloride
*AQ
Ton 22.5
Total Additive (refer to drawings)
Total All
* LSQ=Lump Sum Quantity; CQ=Contract Quantity; AQ=Actual Quantity
B-2 - NOTE: Payment for bond premiums in accordance with Clause 52.232-5, Payments under Fixed-Price Construction Contracts, shall not be in addition to the contract price. Include bond payments under 151.01 Mobilization.
Payment will be made on actual work performed as described in FP-03 109.01 (not attached hereto) unless otherwise noted.
SECTION C - DESCRIPTION/SPECIFICATIONS
C- 1 Scope of Contract
The project consists of placing aggregate on 7.83 miles of Brush Creek Road in the Kootenai National forest on Libby Ranger District, near Libby, Montana. Brush Creek Road begins 20 miles up Wolf Creek Road (36), approximately 44 miles from Libby, Montana. Detailed maps are attached hereto.
C-2 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-3 Project Location
The project is located on the Libby Ranger District of the Kootenai National Forest, Libby, Montana 59923.
C- 4 Price Range The Government cost estimate is between $2500,000 and $500,000.
C-5 Site Visit No site visit is planned for this project. For further information, please contact Justin Pickar at the Kootenai National Forest, telephone (406) 283-7506. (See Section L, FAR Clause 52.236-27).
C- 6 Start Work
It is estimated that the Notice to Proceed will be issued approximately September 20, 2009. (See Section F, FAR Clause 52.211-10).
C- 7 Government-Furnished Property There is no Government-furnished property for this project.
C-8 Standard Specifications
"Standard Specifications for Construction of Roads & Bridges on Federal Highway Projects" (FP-03, U.S. Customary Units) are included in this solicitation by reference only. The requirements contained in these Specifications are hereby made a part of this solicitation and any resultant contract.
The “Forest Service Specifications for Construction of Roads and Bridges on Federal Highway Projects” (FP – 03, U.S. Customary Units) is available on the Internet at: http://www.wfl.fhwa.dot.gov/design/specs/fp03.htm.
The following Standard Specifications are incorporated by attachment or reference, where indicated:
Preface
Preface_wo_03_15_2004_m Delete all but the first paragraph and add the following:
The Forest Service, US Department of Agriculture has adopted FP-03 for construction of National Forest System Roads.
101 - Terms, Format, and Definitions
101.00_nat_us_07_25_2005
101.01_nat_us_01_22_2009
101.01 Meaning of Terms
Delete all references to the TAR (Transportation Acquisition Regulations) in the specifications.
101.03_nat_us_06_16_2006
101.03 Abbreviations.
Add the following to (a) Acronyms:
AFPA
MSHA
NIST
NESC
WCLIB
American Forest and Paper Association Mine Safety and Health Administration National Institute of Standards and Technology National Electrical Safety Code West Coast Lumber Inspection Bureau
Add the following to (b) SI symbols:
| mp |
| Milepost |
| ppm |
| Part Per Million |
101.04_nat_us_03_29_2007
101.04 Definitions.
Delete the following definitions and substitute the following:
Bid Schedule--The Schedule of Items.
Bridge--No definition.
Contractor--The individual or legal entity contracting with the Government for performance of prescribed work. In a timber sale contract, the contractor is the “purchaser”.
Culvert--No definition.
Right-of-Way--A general term denoting (1) the privilege to pass over land in some particular line (including easement, lease, permit, or license to occupy, use, or traverse public or private lands), or (2) Real property necessary for the project, including roadway, buffer areas, access, and drainage areas.
Add the following:
Adjustment in Contract Price--“Equitable adjustment,” as used in the Federal Acquisition Regulations, or “construction cost adjustment,” as used in the Timber Sale Contract, as applicable.
Change--“Change” means “change order” as used in the Federal Acquisition Regulations, or “design change” as used in the Timber Sale Contract.
Design Quantity--“Design quantity” is a Forest Service method of measurement from the FS-96 Forest Service Specifications for the Construction of Roads and Bridges. Under these FP specifications this term is replaced by the term “Contract Quantities”.
Forest Service--The United States of America, acting through the Forest Service, U.S. Department of Agriculture.
Neat Line--A line defining the proposed or specified limits of an excavation or structure.
Pioneer Road--Temporary construction access built along the route of the project.
Purchaser--The individual, partnership, joint venture, or corporation contracting with the Government under the terms of a Timber Sale Contract and acting independently or through agents, employees, or subcontractors.
Protected Streamcourse--A drainage shown on the plans or timber sale area map that requires designated mitigation measures.
Road Order--An order affecting and controlling traffic on roads under Forest Service jurisdiction. Road Orders are issued by a designated Forest Officer under the authorities of 36 CFR, part 260.
Schedule of Items--A schedule in the contract that contains a listing and description of construction items, quantities, units of measure, unit price, and amount.
Utilization Standards--The minimum size and percent soundness of trees described in the specifications to determine merchantable timber.
Add Figure 101-1—Illustration of road structure terms:
Figure 101-1—Illustration of road structure terms.
102 - Bid, Award, and Execution of Contract
102.00_nat_us_02_16_2005
102 Bid, Award, and Execution of Contract
Delete Section 102 in its entirety.
103 - Scope of Work
103.00_nat_us_02_16_2005
Deletions
Delete all but subsection 103.01 Intent of Contract.
104 - Control of Work
104.00_nat_us_06_16_2006
Deletions
Delete Sections 104.01, 104.02, and 104.04.
104.06_nat_us_02_17_2005
Add the following subsection:
104.06 Use of Roads by Contractor
The Contractor is authorized to use roads under the jurisdiction of the Forest Service for all activities necessary to complete this contract, subject to the limitations and authorizations designated in the Road Order(s) or described in the contract, when such use will not damage the roads or national forest resources, and when traffic can be accommodated safely.
105 - Control of Material
105.02_nat_us_01_18_2007
105.02 Material Sources.
105.02(a) Government-provided sources.
Add the following:
Comply with the requirements of 30 CFR 56, subparts B and H. Use all suitable material for aggregate regardless of size unless otherwise designated. When required, re-establish vegetation in disturbed areas according to section 625.
105.05_nat_us_05_12_2004
105.05 Use of Material Found in the Work.
Delete 105.05 (a) and (b) and the last sentence of the second paragraph and substitute the following:
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 make reimbursement for the cost of producing these materials.
106.07_nat_us_05_11_2004
106.07 Delete
Delete subsection 106.07.
107 - Legal Relations and Responsibility to the Public
107.05_nat_us_05_11_2004
107.05 Responsibility for Damage Claims.
Delete the entire subsection.
107.06_nat_us_06_16_2006
107.06 Contractor’s Responsibility for Work.
Delete the following from the first paragraph.
“except as provided in Subsection 106.07”.
107.09_nat_us_06_16_2006
107.09 Legal Relationship of the Parties.
Delete the entire subsection.
107.10_nat_us_06_16_2006
107.10 Environmental Protection.
Add the following:
Design and locate equipment repair shops, stationary refueling sites, or other facilities to minimize the potential and impacts of hazardous material spills on Government land.
Before beginning any work, submit a Hazardous Spill Plan. List actions to be taken in the event of a spill. Incorporate preventive measures to be taken, such as the location of mobile refueling facilities, storage and handling of hazardous materials, and similar information. Immediately notify the CO of all hazardous material spills. Provide a written narrative report form no later than 24 hours after the initial report and include the following:
· Description of the item spilled (including identity, quantity, manifest number, and other identifying information).
· Whether amount spilled is EPA or state reportable, and if so whether it was reported, and to whom.
· Exact time and location of spill including a description of the area involved.
· Containment procedures.
· Summary of any communications the Contractor had with news media, Federal, state and local regulatory agencies and officials, or Forest Service officials.
· Description of clean-up procedures employed or to be employed at the site including final disposition and disposal location of spill residue.
When available provide copies of all spill related clean up and closure documentation and correspondence from regulatory agencies.
The Contractor is solely responsible for all spills or leaks that occur during the performance of this contract. Clean up spills or leaks to the satisfaction of the CO and in a manner that complies with Federal, state, and local laws and regulations.
108 - Prosecution and Progress
108.00_nat_us_02_16_2005
108 Delete.
Delete Section 108 in its entirety.
109 - Measurement and Payment
109.00_nat_us_02_17_2005
109 Deletions
Delete the following entire subsections:
109.06 Pricing of Adjustments.
109.07 Eliminated Work.
109.08 Progress Payments.
109.09 Final Payment.
109.02_nat_us_06_16_2006
109.02 Measurement Terms and Definitions.
(b) Contract quantity.
Add the following:
Contract quantities will be adjusted only when there are errors in the original design of 15% or more.
Change the following:
“(b) Cubic yard” to “(c) Cubic yard”.
Add the following definition:
(p) Thousand Board Feet (Mbf). 1,000 board feet based on nominal widths, thickness, and extreme usable length of each piece of lumber or timber actually incorporated in the job. For glued laminated timber, 1,000 board feet based on actual width, thickness, and length of each piece actually incorporated in the job.
109.02_0114_us_06_09_2008
109.02 Measurement Terms and Definitions.
Add the following definition:
(q) Actual quantity. (AQ) These quantities are determined from measurements of completed work.
151 - Mobilization
151.01_0114_us_08_04_2005
151.01 Description
Add the following:
This work consists of washing and treating construction equipment and vehicles necessary for equipment transport to remove seeds, plants, and plant fragments before the equipment is used on Forest Service lands.
Wash the sides, tops, and undercarriages of all construction equipment. Remove all seeds, plants, plant fragments, dirt, and debris from the construction equipment. Only equipment inspected by the Forest Service will be allowed to operate within the project area. All subsequent move-ins of equipment to the project area will be treated in the same manner as the initial move-in. This requirement does not apply to cars, pickup trucks, and other vehicles that regularly travel between the construction site and areas off the National Forest.
Equipment will be considered free of soil, seed, and other such debris when a visual inspection does not disclose such material. Disassembly of equipment, components or the need for specialized inspection tools is not required.
Notify the CO in writing at least 24 hours before moving any construction equipment onto the national forest. Notification will include an agreed upon location where the equipment will be available for inspection by the Forest Service. Inspection will be required after every cleaning.
Use methods of cleaning and locations for cleaning approved by the C.O.
For work at a commercial washing facility, use an approved facility.
New infestations of noxious weeds of concern to Forest Service and identified by either Contractor or Forest Service, on the Project Area or on the haul route, will be promptly reported to the other party. Contractor and Forest Service will agree on treatment methods to reduce or stop the spread of noxious weeds when new infestations are found. A current list of noxious weeds of concern to Forest Service is available at each Forest Service office.
151.02 Measurement
Add the following:
Clean equipment prior to moving onto this project. The initial cleaning will not be included in the measurement for payment. Payment under this item will only be made if subsequent cleanings are ordered by the CO. Measurement shall be on an “each” basis, meaning one complete cleaning of all equipment required for this contract. Subsequent cleanings necessitated by the Contractor’s actions but not directed by the CO will not be included in the measurement for payment.
155 - Schedules for Construction Contracts
155.00_nat_us_05_11_2004
155 Delete.
Delete Section 155 in its entirety.
301 - Untreated Aggregate Courses
301.05_0114_us_03_07_2005
301.05 Compacting
Delete the first and third paragraphs and add the following:
Compact the aggregate using the following method as specified:
(c.) Determine the maximum density of the mixture according to AASHTO 180, method D.
Compact each layer to at least 95 percent of maximum density. Determine the inplace density and moisture content according to AASHTO T 310 or other approved test procedure.
(d.) Hauling and Spreading Equipment. Adjust the moisture content to a level suitable for compaction. Operate spreading and hauling equipment over the full width of each layer of the aggregate.
(e.) Roller Compaction. Adjust the moisture content to a level suitable for compaction. Operate rollers over the full width of each layer until visual displacement ceases, but not fewer than three complete passes. Use rollers that meet the following requirements:
(1) Steel wheeled rollers, other than vibratory, capable of exerting a force of not less than 250 pounds per inch of width of the compression roll or rolls.
(2) Vibratory steel wheeled rollers equipped with amplitude and frequency controls with a minimum weight of 6 tons, specifically designed to compact the material on which it is used.
(3) Pneumatic-tired rollers with smooth tread tires of equal size that will provide a uniform compacting pressure for the full width of the roller and capable of exerting a ground pressure of at least 80 psi.
303 - Road Reconditioning
303.03_0114_us_08_04_2005
303.03 Ditch Reconditioning
Delete the last sentence and add the following:
Dispose of waste as shown on the plans.
303.04 Shoulder Reconditioning
Delete the last sentence and add the following:
Dispose of waste as shown on the plans.
303.05 Roadbed Reconditioning
Delete and add the following:
Repair soft and unstable areas according to Subsection 204.07. Remove all organic, deleterious material larger than 6 inches from the top 6 inches of subgrade. Dispose of waste as shown on the plans. Scarify and shape the traveled way and shoulders at locations and to the depth and width designated on the plans. Remove surface irregularities and shape to provide a uniform surface.
Dispose of rock larger than 4 inches brought to the surface during scarification in areas designated on the plans.
For portions of roads not requiring scarification, the roadbed may contain rocks larger than 4 inches provided they do not extend above the finished roadbed surface. Reduce in place or remove rock extending above the finished roadbed surface. Dispose of removed rock in areas designated on the plans.
Compact using the following method as specified:
(a) Compaction A. Operate equipment over the full width.
(b) Compaction B. Operate rollers over the full width of each layer until visual displacement ceases, but not fewer than three complete passes. Use rollers that meet the following requirements:
(1) Steel wheeled rollers, other than vibratory, capable of exerting a force of not less than 250 pounds per inch of width of the compression roll or rolls.
(2) Vibratory steel wheeled rollers equipped with amplitude and frequency controls with a minimum weight of 6 tons, specifically designed to compact the material on which it is used.
(3) Pneumatic-tired rollers with smooth tread tires of equal size that will provide a uniform compacting pressure for the full width of the roller and capable of exerting a ground pressure of at least 80 psi.
303.07 Roadway Reconditioning
Add the following:
Blade and shape the subgrade for both surfaced and unsurfaced roads when moisture content is suitable for compaction.
303.09 Acceptance
Delete the first sentence.
303.10 Measurement
Delete the first sentence of the third paragraph and replace with:
Measure roadbed reconditioning, aggregate surface reconditioning, roadway reconditioning, and pulverizing by the mile, by the station, or by the square yard.
625 - Turf Establishment
625.00_0114_us_07_12_2007
625.03 General.
Delete the first sentence and add the following:
Apply turf establishment to portions of slopes, ditches, waste areas, and other disturbed areas within 14 days after being constructed to template lines unless otherwise specified in writing by the C.O..
625.04 Preparing Seedbed.
Delete the second sentence of the first paragraph.
Delete the third paragraph.
625.05 Watering
Delete the entire paragraph.
625.06 Fertilizing.
Delete the entire subsection and add the following.
Apply fertilizer having a chemical analysis as listed in (c) below by the following methods. Apply seed and fertilizer in one application.
(a) Dry Method. Apply the fertilizer with approved power driven seeders, drills, fertilizer spreaders or other mechanical equipment. Hand operated methods are satisfactory on areas inaccessible to mechanical equipment.
(b) Hydraulic method. Use hydraulic-type equipment capable of providing a uniform application using water as the carrying agent. Add fertilizer to the slurry and mix before adding seed.
(c) Chemical analysis. Apply fertilizer at the rate of 240 pounds per acre. Apply fertilizer having the following chemical analysis.
Nutrient Percent
Nitrogen, N
Phosphorus, P2O5
Potassium, K
Fertilizer having a different chemical analysis may be used if approved in advance by the CO.
625.07 Seeding.
Delete the first sentence and add the following.
Apply seed mix shown in (c) below by the following methods.
(a) Dry method.
Delete the third sentence.
Add the following after subsection (b).
(c) Seed Mix. In terms of pure live seed, furnish and apply the following kinds and amounts of seed. Obtain the pounds of seed to furnish per acre by dividing the pounds of pure live seed required per acre by the product of the percent purity and percent germination.
Example:
5 lbs Pure Live Seed/Acre = 6.55 lbs Commercial Seed/Acre
0.90 X 0.85 (Purity = 90% and Germination = 85%)
Kind of Seed Quantity of Pure Live Seed
(Lbs/Acre)
1. Annual Rye
2. Hard Fescue
3. Orchard Grass
Total
625.08 Mulching.
(b) Hydraulic method.
Delete the first sentence and add the following.
Apply mulch in a separate application from the seed or in a single application with the seed using hydraulic-type equipment according to Subsection 625.07(b).
625.09 Protecting and Caring for Seeded Areas.
Delete the first sentence and add the following.
Protect and care for seeded areas until final acceptance.
625.11 Measurement
Delete the second paragraph and add the following.
Measure seeding, fertilizing, and mulching by the acre on the ground surface or by lump sum.
718 - Traffic Signing and Marking Material
718.05_nat_us_02_25_2008
718.05 Aluminum Panels
Delete the third paragraph and replace with the following:
Clean, degrease and properly prepare the panels according to methods recommended by the sheeting manufacturer. Conversion coatings will conform to ASTM B-921 or ASTM B-449.
SECTION D – PACKAGING AND MARKING
This section is left blank intentionally.
SECTION E – INSPECTION AND ACCEPTANCE
E-1 Periodic field inspections will be made by the designated Contracting Officer Representative (COR) or the COR’s designated inspector. Work not completed to contract standards shall be rejected and reworked without additional compensation to the Contractor FAR 52.252-2.
52.246-12 Inspection of Construction.
Inspection of Construction (Aug 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)
SECTION F DELIVERIES OR PERFORMANCE
52.211-10 Commencement, Prosecution, and Completion of Work.
Commencement, Prosecution, and Completion of Work (Apr 1984)
The Contractor shall be required to (a) commence work under this contract within 285 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 September 30, 2010.* The time stated for completion shall include final cleanup of the premises.
*The completion date is based on the assumption that the successful offeror will receive the notice to proceed by September 30, 2009. The completion date will be extended by the number of calendar days after the above date that the Contractor receives the notice to proceed, except to the extent that the delay in issuance of the notice to proceed results from the failure of the Contractor to execute the contract and give the required performance and payment bonds within the time specified in the offer.
(End of clause)
52.242-14 Suspension of Work. (APR 1984)
(a) The Contracting Officer may order the Contractor, in writing, to suspend, delay, or interrupt all or any part of the work of this contract for the period of time that the Contracting Officer determines appropriate for the convenience of the Government.
(b) If the performance of all or any part of the work is, for an unreasonable period of time, suspended, delayed, or interrupted (1) by an act of the Contracting Officer in the administration of this contract, or (2) by the Contracting Officer's failure to act within the time specified in this contract (or within a reasonable time if not specified), an adjustment shall be made for any increase in the cost of performance of this contract (excluding profit) necessarily caused by the unreasonable suspension, delay, or interruption, and the contract modified in writing accordingly. However, no adjustment shall be made under this clause for any suspension, delay, or interruption to the extent that performance would have been so suspended, delayed, or interrupted by any other cause, including the fault or negligence of the Contractor, or for which an equitable adjustment is provided for or excluded under any other term or condition of this contract.
(c) A claim under this clause shall not be allowed -
(1) For any costs incurred more than 20 days before the Contractor shall have notified the Contracting Officer in writing of the act or failure to act involved (but this requirement shall not apply as to a claim resulting from a suspension order); and
(2) Unless the claim, in an amount stated, is asserted in writing as soon as practicable after the termination of the suspension, delay, or interruption, but not later than the date of final payment under the contract.
SECTION G – CONTRACT ADMINISTRATION DATA
AGAR 452.215-73 Post-award Conference. (NOV 1996)
A post award conference with the successful bidder is required. It will be scheduled within 10 days after the date of contract award. The conference will be held at: location will be determined upon scheduling of the conference at the time of contract award.
SECTION H - SPECIAL CONTRACT REQUIREMENTS
RECOVERY ACT CLAUSES:
The following clauses, mandated by the American Recovery and Reinvestment Act, are hereby incorporated in full text. The immediate following clause requires reports to be filed the 10th day after the close of each quarter to www.FederalReporting.gov, pursuant to paragraph (d) therein. That website will not be operational until October 2, 2009; accordingly, the contractor shall submit the required reports directly to the following address until such time as the website becomes operational:
U.S. Forest Service, 740 Simms Street
Attention: EROC
Golden, Colorado 80401
H-1 52.204-11 American Recovery and Reinvestment Act—Reporting Requirements.
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.
“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 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.
(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:
(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—
(1) 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.
(End of Clause)
H-2 52.225-21 Required Use of American Iron, Steel, and Other Manufactured Goods—Buy American Act—Construction Materials.
Required Use of American Iron, Steel, and Manufactured Goods-Buy American Act-Construction Materials (Mar 2009)
(a) Definitions. As used in this clause—
“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
(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 of a satisfactory quality; or
(iii) The application of the restriction of section 1605 of the Recovery Act or the Buy American Act to a particular construction material would be inconsistent with the public interest.
(c) Request for determination of inapplicability of Section 1605 of the Recovery Act or the Buy American Act
(1)(i) Any Contractor request to use foreign construction material in accordance with paragraph (b) (4) 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) Cost;
(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) (4) of this clause.
(ii) A request based on unreasonable cost shall include a reasonable survey of the market and a completed cost comparison table in the format in paragraph (d) of this clause.
(iii) The cost of construction material shall include all delivery costs to the construction site and any applicable duty.
(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 section 1605 of the Recovery Act or 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 cost of a domestic construction material, adequate consideration is not less than the differential established in paragraph (b)(4)(i) of this clause.
(3) Unless the Government determines that an exception to section 1605 of the Recovery Act or the Buy American Act applies, use of foreign construction material is noncompliant with section 1605 of the American Recovery and Reinvestment Act or the Buy American Act.
(d) Data. To permit evaluation of requests under paragraph (c) of this clause based on unreasonable cost, the Contractor shall include the following information and any applicable supporting data based on the survey of suppliers:
| Construction Material Description |
| Unit of Measure |
| Quantity |
| Cost (Dollars)* |
Item 1:
Foreign construction material
Domestic construction material
Item 2:
Foreign construction material
Domestic construction material
[List name, address, telephone number, and contact for suppliers surveyed. Attach copy of response; if oral, attach summary.] [Include other applicable supporting information.] [* Include all delivery costs to the construction site.]
H-3 52.225-23 Required Use of American Iron, Steel, and Other Manufactured Goods—Buy American Act—Construction Materials Under Trade Agreements.
Required Use of American Iron, Steel, and Other Manufactured Goods—Buy American Act—Construction Materials Under Trade Agreements (Mar 2009)
(a) Definitions. As used in this clause—
“Construction material” means an article, material, or supply brought to the construction site by the Contractor or 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.
“Free trade agreement (FTA) country construction material” means a construction material that—
(1) Is wholly the growth, product, or manufacture of an FTA country; or
(2) In the case of a construction material that consists in whole or in part of materials from another country, has been substantially transformed in an FTA country into a new and different construction material distinct from the materials from which it was transformed.
“Least developed country construction material” means a construction material that—
(1) Is wholly the growth, product, or manufacture of a least developed country; or
(2) In the case of a construction material that consists in whole or in part of materials from another country, has been substantially transformed in a least developed country into a new and different construction material distinct from the materials from which it was transformed.
“Manufactured construction material” means any construction material that is not unmanufactured construction material.
“Recovery Act designated country” means any of the following countries:
(1) A World Trade Organization Government Procurement Agreement (WTO GPA) country (Aruba, Austria, Belgium, Bulgaria, Canada, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hong Kong, Hungary, Iceland, Ireland, Israel, Italy, Japan, Korea (Republic of), Latvia, Liechtenstein, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Singapore, Slovak Republic, Slovenia, Spain, Sweden, Switzerland, or United Kingdom);
(2) A Free Trade Agreement country (FTA)(Australia, Bahrain, Canada, Chile, Costa Rica, Dominican Republic, El Salvador, Guatemala, Honduras, Israel, Mexico, Morocco, Nicaragua, Oman, Peru, or Singapore); or
(3) A least developed country (Afghanistan, Angola, Bangladesh, Benin, Bhutan, Burkina Faso, Burundi, Cambodia, Central African Republic, Chad, Comoros, Democratic Republic of Congo, Djibouti, East Timor, Equatorial Guinea, Eritrea, Ethiopia, Gambia, Guinea, Guinea-Bissau, Haiti, Kiribati, Laos, Lesotho, Liberia, Madagascar, Malawi, Maldives, Mali, Mauritania, Mozambique, Nepal, Niger, Rwanda, Samoa, Sao Tome and Principe, Senegal, Sierra Leone, Solomon Islands, Somalia, Tanzania, Togo, Tuvalu, Uganda, Vanuatu, Yemen, or Zambia).
“Recovery Act designated country construction material” means a construction material that is a WTO GPA country construction material, an FTA country construction material, or a least developed country 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.
“WTO GPA country construction material” means a construction material that—
(1) Is wholly the growth, product, or manufacture of a WTO GPA country; or
(2) In the case of a construction material that consists in whole or in part of materials from another country, has been substantially transformed in a WTO GPA country into a new and different construction material distinct from the materials from which it was transformed.
(b) Construction materials.
(1) The restrictions of section 1605 of the American Recovery and Reinvestment Act of 2009 (Pub. L. 111-5) (Recovery Act) and the Buy American Act (41 U.S.C. 10a–10d) do not apply to Recovery Act designated country construction material. Consistent with U.S. obligations under international agreements, this clause implements—
(i) Section 1605 of the Recovery Act by requiring, unless an exception applies, that all iron,…
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