09-0005_Walton Lake RFP.doc
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- Walton Lake Campground Improvements Federal contract opportunity
- Solicitation number
- AG-04N0-S-09-0005
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| File | Type | Posted |
|---|---|---|
| 09-0005_Walton Lake RFP_Amend 01.doc | DOC document | |
| 0005_Walton_Amend 1.doc | DOC document | |
| RS-FS-6300-52.doc | DOC document | |
| 09-0005_Walton Lake Trail Specs.doc | DOC document | |
| 09-0005_Walton Lake DBA.doc | DOC document | |
| 09-0005_Walton Lake Specs.doc | DOC document | |
| 09-0005_Walton Lake Spec List.doc | DOC document | |
| 09-0005_Notice.doc | DOC document | |
| Sf25_Performance Bond.pdf | ||
| Sf25a_Payment Bond.pdf | ||
| 09-0005_Walton Lake Drawings.pdf | ||
| sf24_Bid Bond.pdf | ||
| 09-0005_Walton Lake FP 03 Specs.doc | DOC document |
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OMB APPROVAL NO. 2700-0042
SOLICITATION, OFFER,
AND AWARD
(Construction, Alteration, or Repair)
1. SOLICITATION NO.
AG-04NO-S-09-0005
2. TYPE OF SOLICITATION
FORMCHECKBOX
SEALED BID (IFB)
FORMCHECKBOX
NEGOTIATED (RFP)
3. DATE ISSUED
May 18, 2009
PAGE OF PAGES
IMPORTANT - The “offer” section on the reverse must be fully completed by offeror.
4. CONTRACT NO.
5. REQUISITION/PURCHASE REQUEST NO.
6. PROJECT NO.
7. ISSUED BY
CODE
| 8. ADDRESS OFFER TO |
USDA FOREST SERVICE
Deschutes National Forest
1001S.W. Emkay Drive
Bend, OR., 97702 Same as Block 7
9. FOR INFORMATION
CALL:
A. NAME
Ben McGrane B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS) 541-383-5550
SOLICITATION
NOTE: In sealed bid solicitations “offer” and “offeror” mean “bid” and “bidder.”
10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date):
Walton Lake Campground Improvements Ochoco National Forest Estimated Price Range: $100,000 to $500,000 This is being set-aside 100% for HUBzone small business concerns.
NAICS Code is 237990
PLEASE NOTE – PROPOSALS ARE REQUIRED FOR THIS PROJECT – SEE SECTIONS L & M
11. The Contractor shall begin performance within 10 calendar days and complete it within SEE F-2 calendar days after receiving
FORMCHECKBOX
award, FORMCHECKBOX notice to proceed. This performance period is FORMCHECKBOX mandatory, FORMCHECKBOX negotiable. (See .)
12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?
(If “YES,” indicate within how many calendar days after award in Item 12B.)
FORMCHECKBOX
YES
FORMCHECKBOX
NO
12B. CALENDAR DAYS
13. ADDITIONAL SOLICITATION REQUIREMENTS:
A.
Sealed offers in original and 2 copies to perform the work required are due at the place specified in Item 8 by 4:30pm (hour) local time 6/19/09 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror’s name and address, the solicitation number, and the date and time offers are due.
B.
An offer guarantee
FORMCHECKBOX
is, FORMCHECKBOX is not required.
C.
All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.
D.
Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.
NSN 7540-01-155-3212
1442-101
STANDARD FORM 1442 (REV. 4-85)
Computer Generated
Prescribed by GSA
FAR (48 CFR) 53.236-1(e)
OFFER (Must be fully completed by offeror)
14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)
15. TELEPHONE NO. (Include area code)
| 16. REMITTANCE ADDRESS (Include only if different than Item 14) |
CODE
FACILITY CODE
17.
The offeror agrees to perform the work at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government within calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.
AMOUNTS
18. The offeror agrees to furnish any required performance and payment bonds.
19. ACKNOWLEDGMENT OF AMENDMENTS
The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each
| AMENDMENT NO. |
| DATE |
20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print)
20B. SIGNATURE
20C. OFFER DATE
AWARD (To be completed by Government)
21. ITEMS ACCEPTED:
22. AMOUNT
23. ACCOUNTING AND APPROPRIATION DATA
24. SUBMIT INVOICES TO ADDRESS SHOWN IN
(4 copies unless otherwise specified)
ITEM
25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO
FORMCHECKBOX
10 U.S.C. 2304(c)( )
FORMCHECKBOX
41 U.S.C. 253(c)( )
26. ADMINISTERED BY
CODE
| 27. PAYMENT WILL BE MADE BY |
CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE
FORMCHECKBOX
28. NEGOTIATED AGREEMENT (Contractor is required to sign this document and return 1 copies to issuing office.) Contractor agrees to furnish and deliver all items or perform all work, requisitions identified on this form and any continuation sheets for the consideration slated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certifications, and specifications or incorporated by reference in or attached to this contract.
FORMCHECKBOX
29. AWARD (Contractor is not required to sign this document.) Your offer on this solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.
30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31A. NAME OF CONTRACTING OFFICER (Type or print) Ben R. McGrane
30B. SIGNATURE
30C. DATE
31B. UNITED STATES OF AMERICA
BY
31C. AWARD DATE
Computer Generated
STANDARD FORM 1442 BACK (REV. 4-85)
PART I—THE SCHEDULE
SECTION B--SUPPLIES OR SERVICES AND PRICES
SCHEDULE OF ITEMS
| ITEM NO. |
| DESCRIPTION |
UNIT
| EST QTY |
| UNIT |
PRICE
TOTAL PRICE
| 15101 |
| Mobilization |
| LS |
| 1 |
| $ |
| $ |
| 15201 |
| Construction Survey and Staking, Method 1, Tolerance C |
| LS |
| 1 |
| $ |
| $ |
| 15702 |
| Silt Fence |
| LF |
| 200 |
| $ |
| $ |
| 15713 |
| Soil Erosion and Pollution Control |
| LS |
| 1 |
| $ |
| $ |
| 20105 |
| Clearing and Grubbing, Disposal of tops and limbs g (chip/grind), logs i (deck), stumps j (removal) |
| LS |
| 1 |
| $ |
| $ |
| 20301A |
| Removal of 12-inch dia. Culvert |
| EA |
| 1 |
| $ |
| $ |
| 20301B |
| Removal of Metal Fire Ring |
| EA |
| 23 |
| $ |
| $ |
| 20301C |
| Removal of Wooden Picnic Table |
| EA |
| 28 |
| $ |
| $ |
| 20301D |
| Removal of Waste Water Sump |
| EA |
| 4 |
| $ |
| $ |
| 20301E |
| Removal of Concrete Pad |
| EA |
| 3 |
| $ |
| $ |
| 20401 |
| Roadway Excavation, Compaction Method B, Finish Method B |
| CQ |
| CY |
| 1417 |
| $ |
| $ |
| 20407 |
| Select Borrow, Compaction Method B, Finish Method B use for boat ramp, parking lot subgrade & fills |
| CQ |
| CY |
| 83 |
| $ |
| $ |
| 20425 |
| Boulder Placement, Class 5 riprap for rock barrier RV camp sites |
| EA |
| 214 |
| $ |
| $ |
| 20431 |
| Select Topping, Compaction Method C, Finish Method C |
| CQ |
| CY |
| 40 |
| $ |
| $ |
| 21105 |
| Roadway Obliteration, Method 1 for RV sites |
| EA |
| 20 |
| $ |
| $ |
| 25103 |
| Keyed Riprap, Class 3 for parking lot & boat launch fill slopes |
| SY |
| 77 |
| $ |
| $ |
| 30801 |
| Roadway Aggregate, Compaction Method B (ODOT ¾-0”). |
| CQ |
| CY |
| 728 |
| $ |
| $ |
| 40401 |
| Minor Hot Asphalt Concrete |
| Ton |
| 1749 |
| $ |
| $ |
| 41201 |
| Tack Coat, Grade CSS-1 |
| Ton |
| 9 |
| $ |
| $ |
| 60201A |
| 12-inch dia. Pipe Culvert |
| LF |
| 54 |
| $ |
| $ |
| 60201B |
| 15-inch dia Pipe Culvert |
| LF |
| 30 |
| $ |
| $ |
| 61901 |
| Fence, Picket, sequoia plastic (1”x6”x6’) with (31/2”x31/2”) post, Prairie Fence or an approved equal |
| LF |
| 110 |
| $ |
| $ |
| 63303A |
| Sign, .080 Aluminum Reflector Panel, high intensity prismatic 24”, Type Stop, R1-1, Sheeting overlay film |
| EA |
| 2 |
| $ |
| $ |
| 63303B |
| Sign, .080 Aluminum Reflector Panel, high intensity prismatic 12”x18”, Type, One Way with up arrow, white background with black letters, Sheeting overlay film |
| EA |
| 2 |
| $ |
| $ |
| 63303C |
| Sign, .080 Aluminum Reflector Panel, high intensity prismatic 24”, Type, Pedestrian Crossing, W11-1, Sheeting overlay film |
| EA |
| 1 |
| $ |
| $ |
| 63303F |
| Sign, .080 Aluminum Reflector Panel, high intensity prismatic 16”x40”, Type, Walton Lake CG ¼ Mile Ahead, brown with white letters, Sheeting overlay film |
| EA |
| 2 |
| $ |
| $ |
| 63303G |
| Sign, .080 Aluminum Reflector Panel, high intensity prismatic 12”x18”, Type, Handicap R7-8, Sheeting overlay film |
| EA |
| 3 |
| $ |
| $ |
| 63303H |
| Sign, .080 Aluminum Reflector Panel, high intensity prismatic 16”x40”, Type, Day use & Camping, brown with white letters, white arrows, Sheeting overlay film |
| EA |
| 1 |
| $ |
| $ |
| 63303I |
| Sign, .080 Aluminum Reflector Panel, high intensity prismatic 16”x40”, Type, Walton Lake Campground, brown with white letters, white arrows, Sheeting overlay film |
| EA |
| 2 |
| $ |
| $ |
| 63310 |
| Removing and disposing of Metal Sign & Wood Post |
| EA |
| 5 |
| $ |
| $ |
| 63312 |
| Post, 3 ½” x 3 ½” x 10’ treated |
| EA |
| 11 |
| $ |
| $ |
| 63401 |
| Pavement Marking, Type White 4” Stripe for 8’ parking stall |
| LF |
| 270 |
| $ |
| $ |
| 63405A |
| Pavement Marking, Type White Arrow |
| EA |
| 8 |
| $ |
| $ |
| 63405B |
| Pavement Marking, Type Handicap |
| EA |
| 3 |
| $ |
| $ |
| 63501 |
| Temporary Traffic Control |
| LS |
| 1 |
| $ |
| $ |
| 65102 |
| Pit and Quarry Development |
| LS |
| 1 |
| $ |
| $ |
| 02311-1 |
| Tent Site Reconstruction |
| EA |
| 4 |
| $ |
| $ |
| 02451-1 |
| Wheel Stop, gray plastic with hardware, Checkers #CS6C-H-G or an approved equal |
| EA |
| 34 |
| $ |
| $ |
| 02546-1 |
| Fiberglass Wastewater Sump or an approved equal |
| EA |
| 4 |
| $ |
| $ |
| 02828-1 |
| Recreation Site Sign, fiberglass (30”x48”), fiberglass FS shield, USDA byline signs and sign base, Ochoco NF, Country Classic, INC #RS-1 or an approved equal |
| EA |
| 1 |
| $ |
| $ |
| 02829-1 |
| Bulletin Board steel with 4- panels (48”x48”), Rockart Signs and Markers #03-435 or an approved equal |
| EA |
| 1 |
| $ |
| $ |
| 02870-1 |
| Picnic Table, pre-cast concrete ADA, Outdoor Creations #104FSS or an approved equal |
| EA |
| 28 |
| $ |
| $ |
| 02874-1 |
| Fire Ring, steel ADA, Pilot Rock #M-32/17 or an approved equal |
| EA |
| 21 |
| $ |
| $ |
| 05501-1 |
| Site Marker, steel |
| EA |
| 17 |
| $ |
| $ |
| 911(05) |
| Trail Clearing |
| LF |
| 300 |
| $ |
| $ |
| 912(01) |
| Trail Excavation |
| LF |
| 300 |
| $ |
| $ |
| 915(01) |
| Trail Restoration |
| LF |
| 350 |
| $ |
| $ |
| 941(02) |
| Aggregate Surfacing, Grading ODOT ¾-0”, Compaction Method b |
| CQ |
| CY |
| 21 |
| $ |
| $ |
| 942(02) |
| Hot Bituminous Plant Mix Trail Surface |
| Ton |
| 8 |
| $ |
| $ |
| 954(02) |
| Obliteration |
| LF |
| 80 |
| $ |
| $ |
| TOTAL |
| $ |
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. Payment will be made on actual work performed as described in FP-03 109.01 unless otherwise noted.
SECTION C--DESCRIPTION/SPECIFICATIONS
C-1
DESCRIPTION OF WORK
Reconstruct Walton Lake Campground to provide for safe public use, and a functional recreation facility that maintains the natural character of the area. The Contractor shall furnish all necessary personnel, materials, and equipment to perform the renovation of Walton Lake Campground: Re-construct access roads, parking lot, campsites, day use areas and trails to ADA standards. Remove & replace picnic tables, fire rings, barriers, wheel stops, site markers, information signs, and traffic control signs. Obliterate RV camp sites and re-construct new RV camp sites, widen and improve small boat ramp, replace waste water sumps and construct fence. Work may include but is not limited to construction staking, erosion control, clearing, excavation, drainage, riprap, signs, fencing, base aggregate, striping and paving.
C-2
PROJECT LOCATION
From Prineville, OR travel East on State Highway 26 approx. 15 miles to County road 23. Hence, travel Northeast on County road 23 approx. 7 miles to Ochoco Ranger Station and Forest road 22. Hence, travel Northeast on Forest road 22 approx. 6 miles to Walton Lake Campground.
C-3
AGAR 452.211-72 STATEMENT OF WORK/SPECIFICATIONS (FEB 1988)
The Contractor shall furnish the necessary personnel, material, equipment, services and facilities (except as otherwise specified), to perform the Statement of Work/Specifications referenced in Section J.
C-4 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.
C-5
FOREST SERVICE STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES (AGAR 452.236-78) (NOV 1996)
The Standard Specifications For Construction of Roads and Bridges on Federal Highway Projects; (FP-03, US Customary Units); and Supplemental Specifications shall apply.
C-6
AVAILABILITY OF APPLICABLE SPECIFICATIONS
Special Project Specifications are attached in Section J. Listed below are sources for referenced specifications.
The specifications cited in this solicitation may be obtained from:
Specification Address
Superintendent of Documents
Standard Specifications U.S. Government Printing Office for Construction of Washington, D.C., 20404
Roads and Bridges
On Federal Highway Projects or
Projects FP-03 (US
Customary Units)
Superintendent of Documents
U.S. Government Printing Office
Seattle, WA 98174
(206) 553-4270
ASTM Standards American Society of Testing and Materials
1916 Race Street
Philadelphia, PA 19103
(215) 199-5462
AASHTO Standards American Association of State
Highway and Transportation Officials
341 National Press Building
Washington D.C., 20024
Forest Service Trail Specs See attached.
The request should identify the solicitation number and the specification requested by date, title, and number, as cited in the solicitation.
SECTION D--PACKAGING AND MARKING
{For this Solicitation, there are NO clauses in this Section}
SECTION E--INSPECTION AND ACCEPTANCE
E-1
INSPECTION AND TESTING PERFORMED BY GOVERNMENT
The Government will perform sampling, testing, and inspection of work in progress where these responsibilities are not expressly assigned to the Contractor by the Forest Service specifications or by the Special Project Specifications.
E-2
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.
E-3
INSPECTION OF CONSTRUCTION (FAR 52.246-12)(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.
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
CLAUSES INCORPORATED BY REFERENCE FAR 52.252-2 (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): www.arnet.gov/far/
FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES
52.211-18 Variation in Estimated Quantity (APR 1984) 52.242-14 Suspension of Work (APR 1984)
F-2
COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK FAR 52.211-10 (APR 1984)
The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 9/30/10. The time stated for completion shall include final cleanup of the premises. Work is estimated to commence 9/9/09. Note, the boat ramp will remain open from October 1 – November 1, 2009.
The Performance Period of this contract is 385 days.
F-3
MAXIMUM WORKWEEK – CONSTRUCTION SCHEDULE AGAR 452.236-75 (NOV 1996)
Within 10 calendar days after receipt of a written request from the Contracting Officer, the Contractor must submit the following information in writing for approval:
(a) A schedule as required by FAR clause 52.236-15, Schedules for Construction Contracts, and
(b) The hours (including the daily starting and stopping times) and days of the week the Contractor proposed to carry out the work.
The maximum workweek that will be approved is 40 hours.
F-4
SAMPLES AND CERTIFICATES (AGAR 452.236-76) (FEB 1988)
When required by the specifications or the Contracting Officer, samples, certificates, and test data shall be submitted after award of the contract, prepaid, in time for proper action by the Contracting Officer or his/her designated representative. Certificates and test data shall be submitted in triplicate to show compliance of materials and construction specified in the contract performance requirements. Samples shall be submitted in duplicate by the Contractor, except as otherwise specified, to show compliance with the contract requirements. Materials or equipment for which samples, certifications or test data are required shall not be used in the work until approved in writing by the Contracting Officer.
F-5 Required Submittals The following is a general summary of the required submittals. Other submittals may be required as specified elsewhere in this contract.
Submittal Title
Section Ref
Submittal Due
Schedule of Work
Section F
Prior to Notice to Proceed
Job Specific Safety Plan Section H
Prior to Notice to Proceed
Copy of Required
Section H
Prior to Notice to Proceed
Insurance coverage
Notification of
Section G
Prior to subcontractor starting work
Subcontracting
Fire Plan / Camping Permit Section J
Prior to Notice to Proceed
Release of Claims Form Section I
Prior to final payment
Material Certifications, Testing Reports & Other Section C/Specs Prior to on-site work, Submittals item installation or as required per Division.
| Brief Title |
| Basic Reference Section |
| Detailed Requirements Section |
| Number Of Copies To Submit |
| Time For Government Approval After Total Submittal |
| Minor Crushed Aggregate |
| 308 |
| 106.03, 308.02, 308.06, 703.06 |
| 2 |
| 10 Days |
| Minor Hot Asphalt Concrete |
| 404 |
| 106.03, 404.02, 404.09, Table 404-1 |
| 2 |
| 10 Days |
| Asphalt Tack Coat |
| 412 |
| 106.03, 412.02, 412.07, 702.03, 702.09 |
| 2 |
| 10 Days |
| Culvert and Drains |
| 602 |
| 106.03, 602.02, 602.08, 707.02 |
| 2 |
| 10 Days |
| Permanent Traffic Control |
| 633 |
| 106.03, 633.02, 633.08, 718.05 |
| 2 |
| 10 Days |
F-6
SUBMITTAL FORMAT
Submittals shall include the following unless otherwise required in the specification:
1.
Date and revision dates.
2.
Project name and contract number.
3.
Name of Contractor, subcontractor, supplier, and manufacturer.
4.
Specification section number.
5.
Field dimensions and relation to adjacent structures.
6.
Applicable standards such as ASTM or Federal Specifications.
7.
Contractor's stamp, initial or signature, certifying the review of the submittal, verification of field measurements and compliance with contract documents.
8.
Provide all submittals within 14 calendar days of the contract award unless otherwise required by the specification.
F-7
MAINTENANCE FOR TRAFFIC
(a) Work which interferes or conflicts with traffic, shall NOT be performed until a plan for the satisfactory handling of traffic has been submitted by the contractor and approved by the Contracting Officer.
(b) Prior to any suspension of work, the contractor shall take such precautions as may be necessary to prevent damage to the project, such as temporary detours, barricades, approaches, crossings or intersections.
(c) Any maintenance attributable to use, or necessary during suspensions resulting from fault or negligence of the contractor, shall be the contractor’s responsibility.
F-8
PROSECUTION OF WORK
(a) Construction activity shall be limited to the hours between 6:00 a.m. and 7:00 p.m., 7 days a week, unless other hours are approved in writing by the COR. The Contractor shall conduct activities so that interference with the public and/ or Government personnel shall be kept to a minimum. All activities requiring closure to the public and/ or Government personnel shall be scheduled with the COR at least 7 days in advance.
(b) The Contractor shall use measures and precautions necessary to warn and protect the public and Government personnel during work at the project site. Such actions include, but are not limited to, furnishing and maintaining barricades and signs around the work site and roping off the area.
SECTION G--CONTRACT ADMINISTRATION DATA
G-1
POST AWARD CONFERENCE (AGAR 452.215-73) (NOV 1996)
A post award conference with the successful Offeror is required. The conference will be held at the headquarters of the Deschutes National Forest, 1001 SW Emkay Dr., Bend, OR 97702 G-2
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:
| TITLE |
| LOCATION |
None
G-3
DESIGNATION OF CONTRACTING OFFICER'S REPRESENTATIVE
The Contracting Officer designates the Contracting Officer's Representative (COR). The Contracting Officer’s Representative is responsible for administering the performance of work under this contract. In no event, however, will any understanding, agreement, modification, change order, or other matter deviating from the terms of this contract be effective or binding upon the Government unless formalized by proper contractual documents executed by the Contracting Officer prior to completion of the contract.
The Contracting Officer should be informed, as soon as possible, of any actions or inactions by the Contractor or the Government which will change the required delivery or completion times stated in the contract, and the contract will be modified accordingly. (This does not apply to individual task assignments which were issued by the Contracting Officer’s Representative, provided they do not affect the delivery schedule or performance period stated in the contract.)
On all matters that pertain to the contract terms, the Contractor must communicate with the Contracting Officer. Whenever, in the opinion of the Contractor, the Contracting Officer’s Representative requests effort outside the scope of the contract, the Contractor should so advise the Contracting Officer’s Representative. If the Contracting Officer’s Representative persists and there still exists a disagreement as to proper contractual coverage, the Contracting Officer should be notified immediately, preferably in writing if time permits. Proceeding with work without proper contractual coverage could result in nonpayment or necessitate submittal of a contract claim.
G-4
CONTRACTOR OR REPRESENTATIVE ON THE JOB
The Contractor or authorized representative shall be on the project area where work is in progress. In the absence of the Contractor, Contractor's authorized representative shall receive orders and instructions from the COR and take such action as is required to keep the job in progress under the terms of the contract.
SECTION H--SPECIAL CONTRACT REQUIREMENTS
H-1
SITE SAFETY PLAN
The contractor shall submit or otherwise provide a written site, specific safety plan for each project, which includes procedures for traffic control, excavation, and heavy equipment use. The intent is to use this plan as a basis of discussion at the pre-work and subsequent meetings to insure safe contractor operations. It will also be used as the safety standard during the course of the construction project.
H-2
LANDSCAPE PRESERVATION
(a) The Contractor shall not remove, deface, injure, or destroy trees, shrubs, lawns, or natural features not designated for treatment. The Contractor shall confine operations to within the clearing limits or other areas designated in the contract documents, and prevent the depositing of rocks, excavated materials, stumps, or other debris outside of these limits. Material which falls outside of these limits shall be retrieved, disposed of, or incorporated in the work as directed by the Contracting Officer.
(b) Prevention of Oil Spills. If the Contractor maintains storage facilities for oil or oil products on site, appropriate preventive measures shall be taken to insure that any spill of such oil or oil products does not enter any stream or other waters of the United States or any of the individual States. If a spill of petroleum product should occur in water, the Contractor shall immediately notify the Engineer and the Oregon Emergency Response System (OERS), telephone 1-800-452-0311 or 1-503-378-4124.
H-3
AGAR 452.228-71 INSURANCE COVERAGE (NOV 1996)
Pursuant to FAR clause 52.228-5, Insurance-Work on a Government Installation, the Contractor will be required to present evidence to show, as a minimum, the amounts of insurance coverage indicated below:
(a) Workers Compensation and Employer's Liability. The Contractor is required to comply with applicable Federal and State workers' compensation and occupational disease statutes. If occupational diseases are not compensable under those statutes, they shall be covered under the employer's liability section of the insurance policy, except when contract operations are so commingled with a Contractor's commercial operations that it would not be practical to require this coverage. Employer's liability coverage of at least $100,000 shall be required, except in States with exclusive or monopolistic funds that do not permit worker's compensation to be written by private carriers.
(b) General Liability. The Contractor shall have bodily injury liability insurance coverage written on a comprehensive form of policy of at least $500,000 per occurrence.
(c) Automobile Liability. The Contractor shall have automobile liability insurance written on a comprehensive form of policy. The policy shall provide for bodily injury and property damage liability covering the operation of all automobiles used in connection with performing the contract. Policies covering automobiles operated in the United States shall provide coverage of at least $200,000 per person and $500,000 per occurrence for bodily injury and $20,000 per occurrence for property damage or loss.
(d) Aircraft Public and Passenger Liability. When aircraft are used in connection with performing the contract, the Contractor shall have aircraft public and passenger liability insurance. Coverage shall be at least $200,000 per person and $500,000 per occurrence for bodily injury, other than passenger injury. Coverage for passenger injury shall be at least $200,000 multiplied by the number of seats or passengers, whichever is greater.
H-4
CONTROL OF EROSION, SEDIMENTATION, AND POLLUTION (AGAR 452.236-74)
(NOV 1996)
(a) Operations shall be scheduled and conducted to minimize erosion of soils and to prevent silting and muddying of streams, rivers, irrigation systems, and impoundments (lakes, reservoirs, etc.).
(b) Pollutants such as fuels, lubricants, bitumen, raw sewage, and other harmful materials shall not be discharged on the ground; into or nearby rivers, streams, or impoundments; or into natural or man-made channels. Wash water or waste from concrete or aggregate operations shall not be allowed to enter live streams prior to treatment by filtration, settling, or other means sufficient to reduce the sediment content to not more than that of the stream into which it is discharged.
(c) Mechanized equipment shall not be operated in flowing streams without written approval by the Contracting Officer.
H-5
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-6
ROAD USE AND MAINTENANCE
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.
(5) All forest service roads are usable as per Ochoco NF commercial road rules. Walton Lake CG road closure in effective from 9/9/09-9/30/10 H-7
MATERIAL SOURCE
Walton Lake Mineral Source located in T. 13 S. R. 20 E. Section 22
25103 riprap, class 3, and 20407 select borrow
Disposal area for stumps, and a temporary stockpile area for old asphalt, if the contractor chooses to recycle.
Jungle Material Source located in T. 15 S. R. 21 E. Section 6
20425 boulders, class 5
H-8
EMERGENCY RESPONSE (AGAR 452.236-77) (NOV 1996)
(a) Contractor’s Responsibility for Fire Fighting. (1) The Contractor, under the provisions of FAR clause 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements, shall immediately extinguish all fires on the worksite other than those fires in use as a part of the work. (2) The Contractor may be held liable for all damages and for all costs incurred by the Government for labor, subsistence, equipment, supplies, and transportation deemed necessary to control or suppress a fire set or caused by the Contractor or the Contractor’s agents or employees.
(b) Contractor’s Responsibility for Notification in Case of Fire. The Contractor shall immediately notify the Government of any fires sighted on or in the vicinity of the worksite.
(c) Contractor’s Responsibility for Responding to Emergencies. When directed by the Contracting Officer, the Contractor shall allow the Government to temporarily use employees and equipment from the worksite for emergency work (anticipated to be restricted to fire fighting). An equitable adjustment for the temporary use of employees and equipment will be made under the Changes clause, FAR 52.243-4.
H-9
CERTIFICATION OF COMPLIANCE
Contractor shall certify compliance with specific fire precautionary measures included in the attached Fire Protection and Suppression Forms. The certification shall be made prior to commencement of work and shall be updated if at any time during performance the conditions change.
The Government may conduct verification inspections to ensure Contractor's compliance.
PART II--CONTRACT CLAUSES
SECTION I--CONTRACT CLAUSES
I-1
FAR 52.252-2 Clauses Incorporated by Reference (FEB 1998) This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):
www.arnet.gov/far/ www.usda.gov/procurement/policy/agar.html
52.229-4 Federal, State, and Local Taxes (State and Local Adjustments)(APR 2003) 52.204-6 Data Universal Numbering System (DUNS) Number.
52.204-7 Central Contractor Registration
FEDERAL ACQUISITION REGULATION (48 CFR CHAPTER 1) CLAUSES
52.202-1 Definitions (JUL 2004)
52.203-2 Certificate of Independent Price Determination.
52.203-3 Gratuities (APR 1984)
52.203-5 Covenant Against Contingent Fees (APR 1984)
52.203-6 Restrictions on Subcontractor Sales to the Government (JUL 1995)
52.203-7 Anti-Kickback Procedures (JUL 1995)
52.203-8 Cancellation, Rescission, and Recovery of Funds for Illegal or Improper Activity (JAN 1997)
52.203-10 Price or Fee Adjustment for Illegal or Improper Activity (JAN 1997)
52.203-12 Limitation on Payments to Influence Certain Federal Transactions (JUN 2003)
52.204-4 Printed or Copied Double- Sided on Recycled Paper (AUG 2000)
52.209-6 Protecting the Government's Interest when Subcontracting with Contractors Debarred, Suspended, or Proposed for Debarment (JAN 2005)
52.211-18 Variation in Estimated Quantity (APR 1984)
52.215-2 Audit and Records -- Negotiation (JUN 1999)
52.219-8 Utilization of Small Business Concerns (MAY 2004) 52.219-14 Limitations on Subcontracting (DEC 1996)
52.222-3 Convict Labor (JUN 2003)
52.222-4 Contract Work Hours and Safety Standards Act -- Overtime Compensation (JUL 2005)
52.222-5 Davis-Bacon Act – Secondary Site of the Work (JUL 2005)
52.222-6 Davis-Bacon Act (JUL 2005)
52.222-7 Withholding of Funds (FEB 1988)
52.222-8 Payrolls and Basic Records (FEB 1988)
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)
52.222-21 Prohibition of Segregated Facilities (FEB 1999)
52.222-26 Equal Opportunity (APR 2002)
52.222-27 Affirmative Action Compliance Requirements for Construction (FEB 1999)
52.222-35 Equal Opportunity for Special Disabled Veterans, Veterans of the Vietnam Era, and other Eligible Veterans (DEC 2001)
52.222-36 Affirmative Action for Workers with Disabilities (JUN 1998)
52.222-37 Employment Reports on Special Disabled Veterans, Veterans of the Vietnam Era, and other Eligible Veterans (DEC 2001)
52.223-5 Pollution Prevention and Right-to-Know Information (AUG 2003)
52.223-6 Drug-Free Workplace (MAY 2001)
52.225-13 Restrictions on Certain Foreign Purchases (MAR 2005)
52.227-1 Authorization and Consent (JUL 1995)
52.227-2 Notice and Assistance Regarding Patent and Copyright Infringement (AUG 1996)
52.227-4 Patent Indemnity -- Construction Contracts (APR 1984)
52.228-2 Additional Bond Security (OCT 1997)
52.228-11 Pledges of Assets (FEB 1992)
52.228-12 Prospective Subcontractor Requests for Bonds (OCT 1995)
52.228-14 Irrevocable Letter of Credit (DEC 1999)
52.228-15 Performance and Payment Bonds – Construction (JUL 2000)
52.229-3 Federal, State, and Local Taxes (APR 2003)
52.232-5 Payments Under Fixed-Price Construction Contracts (SEP 2002)
52.232-17 Interest (JUN 1996)
52.232-23 Assignment of Claims (JAN 1986)
52.232-27 Prompt Payment for Construction Contracts (OCT 2003)
52.232-33 Payment by Electronic Funds Transfer – Central Contractor Registration (OCT 2003)
52.233-1 Disputes (JULY 2002)
52.233-3 Protest After Award (AUG 1996)
52.233-4 Applicable Law for Breach of Contract Claim (OCT 2004)
52.236-2 Differing Site Conditions (APR 1984)
52.236-3 Site Investigation and Conditions Affecting the Work (APR 1984)
52.236-5 Material and Workmanship (APR 1984)
52.236-6 Superintendence by The Contractor (APR 1984)
52.236-7 Permits and Responsibilities (NOV 1991)
52.236-8 Other Contracts (APR 1984)
52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements (APR 1984)
52.236-10 Operations and Storage Areas (APR 1984)
52.236-11 Use and Possession Prior to Completion (APR 1984)
52.236-12 Cleaning Up (APR 1984)
52.236-13 Accident Prevention (NOV 1991) Alternate I (NOV 1991) 52.236-15 Schedules for Construction Contracts (APR 1984)
52.236-16 Quantity Surveys (APR 1984) 52.236-17 Layout of Work (APR 1984)
52.236-21 Specifications and Drawings for Construction (FEB 1997)
52.236-26 Preconstruction Conference (FEB 1995)
52.242-13 Bankruptcy (JUL 1995)
52.243-4 Changes (AUG 1987)
52.245-1 Property Records (APR 1984) 52.245-4 Government-Furnished Property (Short Form) (JUN 2003) 52.246-21 Warranty of Construction (MAR 1994) 52.248-3 Value Engineering – Construction (FEB 2000)
52.249-2 Termination for Convenience of the Government (Fixed-Price) (MAY 2004)--Alternate I (SEP 1996)
52.249-10 Default (Fixed-Price Construction) (APR 1984) 52.253-1 Computer Generated Forms (JAN 1991)
AGRICULTURE ACQUISITION REGULATION (48 CFR CHAPTER 4) CLAUSES
452.232-70 Reimbursement for Bond Premiums – Fixed-Price Construction Contracts (NOV 1996)
452.236-71 Prohibition Against the Use of Lead-Paint (NOV 1996)
452.236-72 Use of Premises (NOV 1996)
452.236-73 Archeological or Historic Sites (FEB 1988)
452.236-74 Control of Erosion, Sedimentation and Pollution (NOV 1996)
452.236-76 Samples and Certificates (FEB 1988)
452.236-77 Emergency Response (NOV 1996)
I-2
SUBCONTRACTS (LABOR STANDARDS) (FAR 52.222-11) (JUL 2005)
(a) Definition. “Construction, alteration or repair,” as used in this clause, means all types of work done by laborers and mechanics employed by the construction Contractor or construction subcontractor on a particular building or work at the site thereof, including without limitation—
(1) Altering, remodeling, installation (if appropriate) on the site of the work of items fabricated off-site;
(2) Painting and decorating;
(3) Manufacturing or furnishing of materials, articles, supplies, or equipment on the site of the building or work;
(4) Transportation of materials and supplies between the site of the work within the meaning of paragraphs (a)(1)(i) and (ii) of the “site of the work” as defined in the FAR clause at 52.222-6, Davis-Bacon Act of this contract, and a facility which is dedicated to the construction of the building or work and is deemed part of the site of the work within the meaning of paragraph (2) of the “site of work” definition; and
(5) Transportation of portions of the building or work between a secondary site where a significant portion of the building or work is constructed, which is part of the “site of the work” definition in paragraph (a)(1)(ii) of the FAR clause at 52.222-6, Davis-Bacon Act, and the physical place or places where the building or work will remain (paragraph (a)(1)(i) of the FAR clause at 52.222-6, in the “site of the work” definition).
(b) The Contractor shall insert in any subcontracts for construction, alterations and repairs within the United States the clauses entitled—
(1) Davis-Bacon Act;
(2) Contract Work Hours and Safety Standards Act—Overtime Compensation (if the clause is included in this contract);
(3) Apprentices and Trainees;
(4) Payrolls and Basic Records;
(5) Compliance with Copeland Act Requirements;
(6) Withholding of Funds;
(7) Subcontracts (Labor Standards);
(8) Contract Termination—Debarment;
(9) Disputes Concerning Labor Standards;
(10) Compliance with Davis-Bacon and Related Act Regulations; and
(11) Certification of Eligibility.
(c) The prime Contractor shall be responsible for compliance by any subcontractor or lower tier subcontractor performing construction within the United States with all the contract clauses cited in paragraph (b).
(d)(1) Within 14 days after award of the contract, the Contractor shall deliver to the Contracting Officer a completed Standard Form (SF) 1413, Statement and Acknowledgment, for each subcontract for construction within the United States, including the subcontractor’s signed and dated acknowledgment that the clauses set forth in paragraph (b) of this clause have been included in the subcontract.
(2) Within 14 days after the award of any subsequently awarded subcontract the Contractor shall deliver to the Contracting Officer an updated completed SF 1413 for such additional subcontract.
(e) The Contractor shall insert the substance of this clause, including this paragraph (e) in all subcontracts for construction within the United States.
I-3
BUY AMERICAN ACT-–CONSTRUCTION MATERIALS FAR 52.225-9 (JAN 2005)
(a) Definitions. As used in this clause-
"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; or
(2) A construction material manufactured in the United States, if 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.
"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. 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 the construction material or components listed by the Government as follows: NA
(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.
(a) Request for determination of inapplicability of the Buy American Act.
(1)
(i) Any Contractor request to use foreign construction material in accordance with paragraph (b)(3) of this clause shall include adequate information for Government evaluation of the request, including-
(A) A description of the foreign and domestic construction materials;
(B) Unit of measure;
(C) Quantity;
(D) Price;
(E) Time of delivery or availability;
(F) Location of the construction project;
(G) Name and address of the proposed supplier; and
(H) A detailed justification of the reason for use of foreign construction materials cited in accordance with paragraph (b)(3) of this clause.
(ii) A request based on unreasonable cost shall include a reasonable survey of the market and a completed price comparison table in the format in paragraph (d) of this clause.
(iii) The price of construction material shall include all delivery costs to the construction site and any applicable duty (whether or not a duty-free certificate may be issued).
(iv) Any Contractor request for a determination submitted after contract award shall explain why the Contractor could not reasonably foresee the need for such determination and could not have requested the determination before contract award. If the Contractor does not submit a satisfactory explanation, the Contracting Officer need not make a determination.
(2) If the Government determines after contract award that an exception to the Buy American Act applies and the Contracting Officer and the Contractor negotiate adequate consideration, the Contracting Officer will modify the contract to allow use of the foreign construction material. However, when the basis for the exception is the unreasonable price of a domestic construction material, adequate consideration is not less than the differential established in paragraph (b)(3)(i) of this clause.
(3) Unless the Government determines that an exception to the Buy American Act applies, use of foreign construction material is noncompliant with the Buy American Act.
(d) Data. To permit evaluation of requests under paragraph (c) of this clause based on unreasonable cost, the Contractor shall include the following information and any applicable supporting data based on the survey of suppliers:
Foreign and Domestic Construction Materials Price Comparison
| Construction material description |
| Unit of measure |
| Quantity |
| Price (dollars) * |
Item 1
Foreign construction material
Domestic construction material
Item 2
Foreign construction material
Domestic construction material
[List name, address, telephone number, and contact for suppliers surveyed. Attach copy of response; if oral, attach summary.] [Include other applicable supporting information.] [*Include all delivery costs to the construction site and any applicable duty (whether or not a duty-free entry certificate is issued).] I-4
OFFER/BID GUARANTEE (FAR 52.228-1) (SEP 1996)
(a) (a) Failure to furnish a bid guarantee in the proper form and amount, by the time set for opening of bids, may be cause for rejection of the bid.
(b) The bidder shall furnish a bid guarantee in the form of a firm commitment; e.g., bid bond supported by good and sufficient surety or sureties acceptable to the Government, postal money order, certified check, cashier’s check, Irrevocable Letter of Credit; or, under Treasury Department regulations, certain bonds or notes of the United States. The Contracting Officer will return bid guarantees, other than bid bonds --
(1) To unsuccessful bidders as soon as practicable after the opening of bids; and
(2) To the successful bidder upon execution of contractual documents and bonds (including any necessary coinsurance or reinsurance agreements), as required by the bid as accepted.
(c) The amount of the bid guarantee shall be 20 percent of the bid price or $20,000, whichever is less.
(d) If the successful bidder, upon acceptance of its bid by the Government within the period specified for acceptance, fails to execute all contractual documents or furnish executed bond(s) within 10 days after receipt of the forms by the bidder, the Contracting Officer may terminate the…
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