2 Pool 2 So Cal Rev 3.pdf
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- Attached to
- Western Regional Multiple Award Construction Contracts (WRMACC) Federal contract opportunity
- Solicitation number
- 80AFRC25R0001
About this file
This is a Solicitation, Offer, and Award document for a construction contract issued by NASA Armstrong Flight Research Center for repair and construction work at their Edwards, CA facility. The project involves repairing an underground fire suppression system, concrete ramp, and taxiway pavement, with optional additions including constructing a new tow way and performing additional concrete repair and demolition. The contract is structured with multiple Contract Line Item Numbers (CLINs) for different scopes of work, all priced as Firm Fixed Price (FFP).
Key details include a solicitation release date of 07/01/2025, an estimated project value between $5,000,000 and $10,000,000, and performance periods ranging from 150 to 270 calendar days depending on bid options. The total performance period shall not exceed 600 calendar days. Liquidated damages are set at $700 per calendar day of delay. The contract includes provisions for in-process and final inspections at the project site, with specific attachments including specifications, concept designs, as-builts, and wage determinations totaling 643 pages of supporting documentation.
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SUPPLIES AND/OR SERVICES TO BE PROVIDED
The Contractor shall provide all resources necessary to delivery and/or perform this task order for the Repair damaged apron and Taxiway pavement as well as underground fire suppression system at NASA Armstrong Research Center at Edwards, CA. Work shall be accomplished in accordance with the documents listed under “List of Attachments”.
All shipments of materials, equipment and/or supplies to the project site shall be addressed to the Contractor and not the U.S. Government. Preservation, packaging and packing shall be in accordance with standard practices for commercial packaging.
Government personnel are not authorized to accept deliveries for the Contractor, nor are they responsible for off-loading shipments. A Contractor representative must be present to accept deliveries.
CLIN # Supplies/Servi ces
Quantity UNIT Unit Price
Extended Price
1 JOB *$TBP *$TBP
Firm Fixed Price (FFP) Repair of underground fire suppressions system and concrete ramp. The Contractor shall provide all resources necessary to complete the requirements identified in accordance with the documents listed under “List of Attachments”.
1 JOB *$TBP *$TBP
Firm Fixed Price (FFP) Additive 1: Constructing a new tow way: The Contractor shall provide all resources necessary to complete the requirements identified in accordance with the documents listed under “List of Attachments”.
1 SQ FT *$TBP Total Price for 3500SF: $TBP Firm Fixed Price (FFP) Additive 2: Repair of existing taxiway: The Contractor shall provide all resources necessary to complete the requirements identified in accordance with the documents listed under “List of Attachments”.
1 SQ FT *$TBP Total price for 1000SF: *$TBP
Firm Fixed Price (FFP) per unit Concrete demolition, price per square foot
1 CU FT *$TBP Total price for 500CU FT: *$TBP
Firm Fixed Price (FFP) per unit Contaminated soil testing and disposal, price per Cubic Foot
*TBP: TO BE PROPOSED
1852.216-78 FIRM FIXED PRICE. (DEC 1988)
The total firm fixed price of this contract is *TBP.
1852.246-71 GOVERNMENT CONTRACT QUALITY ASSURANCE FUNCTIONS.
(OCT 1988)
In accordance with the inspection clause of this contract, the Government intends to perform the following functions at the locations indicated:
Item Quality Assurance Function Location
1. In-process Inspections Project Site, AFRC
2. Final Inspections Project Site, AFRC
(End of Clause)
52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK.
(APR 1984)
The Contractor shall be required to (a) commence work under this contract within (10) calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than (See Schedule) after receipt of the Notice to Proceed. The time stated for completion shall include final cleanup of the premises.
Base Bid: 150 Calendar Days Option bid 1: 180 Calendar Days Option bid 2: 270 Calendar Days
Total Period of Performance if Base Bid and all Bid Options are awarded shall not exceed 600 calendar days.
52.211-12 LIQUIDATED DAMAGES - CONSTRUCTION. (SEP 2000)
(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $700.00 for each calendar day of delay until the work is completed or accepted.
(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.
52.228-1 BID GUARANTEE. (SEP 1996)
(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% of the bid price or $3M, 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 contract for default.
(e) In the event the contract is terminated for default, the bidder is liable for any cost of acquiring the work that exceeds the amount of its bid, and the bid guarantee is available to offset the difference.
(End of provision)
52.236-4 PHYSICAL DATA. (APR 1984)
Data and information furnished or referred to below is for the Contractor's information. The Government shall not be responsible for any interpretation of, or conclusion drawn from the data or information by the Contractor.
(a)The indications of physical conditions on the drawings and in the specifications are the result of site investigations by surveys.
(b) Weather conditions hazards may arise from weather conditions. Complete weather records and reports may be obtained from the National Weather Service.
The climate of the base is characterized by hot, dry summers, and cool, slightly moist winters.
Mean annual precipitation is less than 125mm. Most precipitation comes as light rainfall during the winter months. Light snowfalls of 50mm are not uncommon and heavy snow rarely occurs. Thunderstorms occasionally bring brief but heavy rains in late summer. Temperatures between 35 and 45 degrees C are common in summer. Winter temperatures may drop well below freezing. Both winter and summer are characterized by wide fluctuations between daytime and nighttime temperatures brought on by the generally low humidity of the desert.
Strong southwesterly winds are common particularly in spring and early summer. Moderate to strong easterly Santa Ana winds are common in the fall and winter. The frost-free season is quite variable, but on the average, it ranges from 200 to 250 days.
(c)Transportation facilities N/A
(d) The natural soils consist predominantly of older alluvial sediments deposited by river and stream action. About 300 mm of loose native fill covers the NASA/AFRC site, consisting of silty sand and sand, tan. Light brown to brown, slightly moist medium dense, medium grained, and containing some gravel and rootlets. The natural soils underlying the site consist of silty sands and sand to a depth of 2 meters. Decomposed granite and the top 300 mm of loose fill, all earth materials are dense and strong. Groundwater may be encountered near the Roger’s Dry Lakebed.
LIST OF ATTACHMENTS
The following documents, exhibits, and attachments are attached hereto and made a part of this requirement.
Attachment Title Date Pages 2 J-01 Specifications 06/18/2025 547 2 J-02 Concept Design Rev1 06/18/2025 1 2 J-02a As-builts 4802 06/24/2016 10 2 J-02b As-builts roads_ramps 07/20/2011 43 2 J-02c Additional drawings 07/29/2010 14 2 J-02d Detailing Sketches 08/19/2025 18 2 J-03 Wage Determination CA20250020_Mod 9 07/04/2025 27 2 J-04 Requirement/Site specific SHEMP TBD
INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS OR RESPONDENTS
1852.236-74 MAGNITUDE OF REQURIEMENT (DEC 1988)
The Government estimated price range of this project is between $5,000,000.00 and $10,000,000.00.
(End of provision)
(END OF MODEL TASK ORDER)
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