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Compressive Strength Government Bids & RFPs
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RepairConcrete Base- wide, 126 ARW, Scott AFB - EDIT - 30 July 2026: Amendment **** and a revised PWS, dated 30 July 2026 has been uploaded. Original PWS removed. A KML file is also availble upon request by email. This file works using Google Earth to highlight the areas across the 126 ARW camp
Repair concrete base Sidewalk repairs: removal and replacement of 350 sy of concrete sidewalk, including base rock preparation, forming, placing, and finishing new concrete ( minimum 4 inches thick, **** psi), expansion joint installation, and site restoration. Trench drain replacement: sawcutting, removal of existing concrete pavement and trench drains, protection/repair of existing drain pipes, installation of new trench drains ( Neenah Foundry **** or approved equal), placement of new concrete pavement ( **** psi), flow tests, and compressive strength testing of cores. Concrete sidewalk replacement at POL building: sawcutting, demolition, removal of damaged concrete panels ( typically 4 inches thick), subgrade preparation, base rock placement, compaction testing, installation of dowel bars, forming, placing, and finishing new concrete ( **** psi), and site restoration. Vehicle ramp foundation: inspection, foundation design, sawcutting, demolition, removal of pavement and subbase, base rock placement, r
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This is a requirement for various concrete repair projects at Scott Air Force Base, Illinois. The scope includes sidewalk repairs, trench drain replacement, concrete pad repair, vehicle ramp foundation installation, and ADA ramp construction. A site visit is mandatory. The performance period will be negotiated. All work must comply with applicable UFC, NFPA, NEC, and other local/federal regulations. Submittals are required for review and approval. The contractor must provide a construction schedule and coordinate with the 126th Civil Engineer Squadron. Cleanup and site restoration are required at the end of each workday and upon completion. The awardee is encouraged to explore utility company energy savings incentives.
The period of performance (POP) for this project shall be proposed by the contractor and negotiated with the government from the date that notice to proceed (NTP) is issued. All work must be scheduled to be complete within this timeframe.
Respondents are encouraged to prioritize the utilization of utility company energy savings incentives as a key funding mechanism for the implementation of proposed projects. These incentives should be thoroughly explored and integrated into the proposed plan to maximize cost-effectiveness and ensure alignment with energy savings measures. Demonstrating a proactive approach to leveraging these incentives will be viewed favorably during the evaluation process.
Contractor is responsible to verify all measurements and conditions prebid. The government intends to only hold one official site visit. Requests for additional site access must go through the 126th contracting squadron (126 CONS) point of contact (POC) listed in the request for proposal (RFP) letter.
Seat, valve - item unique identification and valuation ( jan 2023) 19 higher- level contract quality requirement ( navicp review feb ****)( feb ****) 1 iso **** inspection of supplies-- fixed- price ( aug ****) 2 general information- fob- destinatio
Seats for ball valves Seats for size 3 inch ball valves, material: Delrin ( Dupont AF DE588 Teflon filled acetal), with specific properties including specific gravity, melting point, tensile strength, tensile impact, compressive stress, water absorption, Rockwell hardness, Teflon fiber content, and dimensional change. Mineral oil for testing must meet USP XX specifications. Visual and dimensional inspection of finished seats with acceptance criteria for white Teflon string inclusions.
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Procurement of valve seats for a crucial shipboard system. Material must be Delrin (Dupont AF DE588 Teflon filled acetal) meeting specific physical and chemical properties. Visual and dimensional inspection required. Quality system must comply with ISO ****, ISO ****, or ANSI **** with ISO **** and certification are mandatory. Delivery date is TBD. Solicitation closing date extended to April 7, 2026.
Final delivery of material will be on or before TBD days after the effective date of the contract.
The warranty period is one year from date of delivery.
Only those sources with an acceptable quality assurance manual are eligible for award under this solicitation.
Concrete Building Materials Item No. 1: Gravel concrete, **** psi minimum compressive strength. Item No. 2: Incremental price per half sack of cement. Item No. 3: **** psi curb mix.
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Sealed bids for concrete building materials are due by 3:00 p. m. CT on July 29, 2026. Bids will be read aloud at 3:15 p. m. on July 20, 2026. The contract will be for one year, and the city may award to multiple contractors. The award will be made to the responsive, responsible bidder who submits the best value bid. Faxed or electronic bids will not be accepted. The city is exempt from sales tax.
Sealed bid submittal must be received and time stamped by 3:00 p. m. , Central Standard Time, Wednesday, July 29, 2026. Sealed bid submittal must be received and time stamped by 3:00 p. m. , Central Standard Time, Wednesday, July 29, 2026.
The city's standard payment terms are net 30, i. e. , payment is due 30 days from the date of the invoice. The city's standard payment terms are net 30, i. e. payment is due 30 days from the date of the invoice.
The award shall be made to the responsive, responsible bidder who submits the best value bid. The award shall be made to the responsive, responsible bidder who submits the best value bid.
A prospective bidder must affirmatively demonstrate bidders responsibility, including having a satisfactory record of performance, integrity, and ethics, and being otherwise qualified and eligible to receive an award. A prospective bidder must affirmatively demonstrate bidders responsibility.
Failure to respond to bid solicitations for two bid periods may result in removal from the vendors list. Failure to respond to bid solicitations for two 2 bid periods may result in removal from the vendors list.
Concrete Pad Installation Now accepting quotes for Installation of 2 concrete pads at the Northfield Township Public Safety Building for future installation of new air handler units: 2 - 8 ft x 6 ft reinforced concrete pads with **** PSI minimum compressive strength.
Installation of concrete pads Two reinforced concrete pads, each 8 ft x 6 ft x 6 inches thick, with **** psi minimum compressive strength.
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Installation of two 8 ft x 6 ft reinforced concrete pads with **** psi minimum compressive strength. Scope includes excavation, subgrade compaction, gravel base, concrete pouring, reinforcement, finishing, drainage slope, expansion joints, and curing. All excess materials to be removed upon completion. Contact Terrance Green for questions.
ECO Blocks - Salient Characteristics: Dimensions: Each block must be 2 feet by 2 feet by 6 feet( 2 x2 x6). Connections: Each block must feature V- Notch connections on the top, ends, and bottom for interlocking. Lift Points: Each block must include integrated lift
Concrete blocks Lot 1: Concrete blocks with dimensions 2' x2' x6', V- notch connections, integrated lift points, and minimum compressive strength of 4, 000 psi.
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Procurement of concrete blocks with specific dimensions (2'x2'x6'), V-notch interlocking connections, integrated lift points, and a minimum compressive strength of 4,000 psi. Material certification is required. Delivery date is October 1, 2026.
The delivery date is October 1, 2026. delivery date: ****
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