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Manhole Sealant Government Bids & RFPs
Government bid alerts, regional filters, and fast access to documents
90% recommend BidHits (1091 real users, 08/28/2026).Methodology
USA | CA | SAN BERNARDINO COUNTY | SAN BERNARDINOMidsize City
Pavement Replacement Project C103 Water Pollution Control, C105 Mobilization, D703 Trench Drain, D704 Modular Buried Stormwater Storage Units, D706 HDPE Storm Drain Pipe, D753 Hydrodynamic Separator, F162 Chain Link Fence, L108 Underground Power Cables for Airports, L110 Airport Underground Electrical Duct Banks and Conduits, L115 Electrical Manholes and Junction Structures, L125 Installation of Airport Lighting Systems, L126 Magnetic Gate Loops, P101 Surface Preparation, P102 Survey, P152 Excavation, Subgrade, and Embankment, P209 Crushed Aggregate Base Course, P501 Portland Cement Concrete ( PCC) Pavement, P502 Concrete Construction, P605 Joint Sealants for Concrete Pavements, P620 Runway and Taxiway Marking
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Project involves the replacement of flight line pavement at San Bernardino International Airport. Key components include water pollution control, mobilization, trench drains, modular buried stormwater storage units, HDPE storm drain pipe, hydrodynamic separators, chain link fencing, underground power cables, electrical duct banks, lighting systems, magnetic gate loops, surface preparation, survey, excavation, subgrade, embankment, aggregate base course, concrete pavement, concrete construction, joint sealants, and runway/taxiway marking. The contractor assumes all risk and responsibility for water control and must implement best management practices (BMPs) for erosion control. Mobilization is limited to 10% of the total project cost. Trench drains are specified with specific material and performance requirements. Modular buried stormwater storage units must meet AASHTO and ASTM standards. A draft Stormwater Pollution Prevention Plan (SWPPP) will be provided, and the contractor's qualified SWPPP developer will be responsible for updating and maintaining it.
Provide manufacturers standard limited warranty for trench drains.
07/13/2026 - USA | RI | KENT COUNTY | MIDDLETOWN Small City
Town Of Middletown
Manhole
MIDD- 027- 003 Paradise Avenue Pump Station Resilience Capital Improvement Project Bids shall be delivered and addressed to the Town Finance Director, 350 East Main Rd, Middletown, RI **** and shall be labeled MIDD- 027- 003, by 10: 00am, Friday, August 14, 2026. They will be opened and read aloud at that time in the Town Council Chambers, Town Hall. Any Bidder who wishes his bid to be considered is responsible for making certain that his bid is received in the Finance Office by the proper time.
Paradise Avenue Pump Station Resilience Capital Improvement Project Base bid: Install an earthen berm and concrete masonry unit ( CMU) wall around the pump station, along with other ancillary items. Additive Alternate Item No. 1: Floodproof doors. Additive Alternate Item No. 2: Building coating with exterior waterproof sealant for brick. Additive Alternate Item No. 3: Raise transformer 3 feet above grade, including supplying a 230kW generator and installing a new CMU wall and precast concrete slab foundation. Additive Alternate Item No. 4: Raise HVAC units 36 inches in their current locations, including installing new CMU block foundations. Additive Alternate Item No. 5: Replace manhole frame and cover with a waterproof frame and cover.
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Bids are due by 10:00 AM on Friday, August 14, 2026, for the Paradise Avenue Pump Station Resilience Capital Improvement Project. A mandatory pre-bid meeting is scheduled for Wednesday, July 21, 2026, at 10:00 AM at the site. Questions must be submitted in writing by Tuesday, July 28, 2026, to ***@***. *. * 5% bid bond is required. Liquidated damages of **** per day will be assessed if the contract is not substantially complete by November 30, 2026. The project final completion date is December 31, 2026. The town is exempt from federal excise and state sales tax.
Bids must be received by 10:00 AM on Friday, August 14, 2026.
Award will be made to the bidder offering the most advantageous bid after consideration of all evaluation criteria. The town shall not be obligated to accept the lowest priced bid, but will make an award in the best interests of the town after all factors have been evaluated.
Each bidder shall be skilled and regularly engaged in the general class or type of work called for under the contract for no less than three 3 years. The bidder experience shall be set forth and submitted on the form provided herewith.
Liquidated damages are included and will be assessed at **** per day for each day the contract is not substantially complete by November 30, 2026.
The mandatory pre-bid meeting is at 10:00am on Wednesday, July 21, 2026, at the site.
Failure to comply with the terms of the provision regarding disclosure of alleged significant prior or ongoing contract failures, civil or criminal litigation or investigation pending which involves the bidder or in which the bidder has been judged guilty or liable will disqualify any bid. The town reserves the right to reject any bid based upon the bidders prior history with the town or with any other party.
****- SHR Avialtion Flight Line Pavement Repl Project
Pavement Replacement Project C103 Water Pollution Control, C105 Mobilization, D703 Trench Drain, D704 Modular Buried Stormwater Storage Units, D706 HDPE Storm Drain Pipe, D753 Hydrodynamic Separator, F162 Chain Link Fence, L108 Underground Power Cables for Airports, L110 Airport Underground Electrical Duct Banks and Conduits, L115 Electrical Manholes and Junction Structures, L125 Installation of Airport Lighting Systems, L126 Magnetic Gate Loops, P101 Surface Preparation, P102 Survey, P152 Excavation, Subgrade, and Embankment, P209 Crushed Aggregate Base Course, P501 Portland Cement Concrete ( PCC) Pavement, P502 Concrete Construction, P605 Joint Sealants for Concrete Pavements, P620 Runway and Taxiway Marking
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Project involves the replacement of flight line pavement at San Bernardino International Airport. Key components include water pollution control, mobilization, trench drains, modular buried stormwater storage units, HDPE storm drain pipe, hydrodynamic separators, chain link fencing, underground power cables, electrical duct banks, lighting systems, magnetic gate loops, surface preparation, survey, excavation, subgrade, embankment, aggregate base course, concrete pavement, concrete construction, joint sealants, and runway/taxiway marking. The contractor assumes all risk and responsibility for water control and must implement best management practices (BMPs) for erosion control. Mobilization is limited to 10% of the total project cost. Trench drains are specified with specific material and performance requirements. Modular buried stormwater storage units must meet AASHTO and ASTM standards. A draft Stormwater Pollution Prevention Plan (SWPPP) will be provided, and the contractor's qualified SWPPP developer will be responsible for updating and maintaining it.
Provide manufacturers standard limited warranty for trench drains.
Expanded Polypropylene Manhole Grade Adjustment Rings Expanded polypropylene manhole grade adjustment rings of various thicknesses and associated components including adhesive sealant.
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Sealed bids are being accepted for expanded polypropylene manhole grade adjustment rings. Bids are due by 2:00 PM on July 10, 2026, and will be opened publicly at the same time and date. Bids can be submitted electronically or by mail/delivery. Awards will be made to the lowest responsive and responsible bidder. Questions are due six days before the opening date. Materials are to be delivered to Essex County Department of Public Works, **** US Route 9, Elizabethtown, NY 12932. This is a material supply bid only; Essex County will provide installation labor. All bids must be submitted on the provided bid sheets. Bidders must list any variations or exceptions to the specifications. A 25-year material warranty and 100-year design life are required.
Bids are due by 2:00 p. m. on July 10, 2026.
Payment will be made within 30 days of delivery and receipt of invoice.
All grade adjustment rings shall have a 25-year material warranty and a 100-year design life.
Awards will be made to the lowest responsive and responsible bidder.
Bidders must submit a completed Vendor Responsibility Questionnaire, Certification of Compliance with Iran Divestment Act, and Noncollusive Bidding Certification with their bid.
Essex County reserves the right to reject any and all bids not considered to be in the best interest of Essex County, and to waive any technical or formal defect in the bids which is considered by Essex County to be merely irregular, immaterial, or unsubstantial.
City of Springfield, TN- Paving Contract PUBLIC NOTICEINVITATION TO BID # ****The City of Springfield Public Works Department will be accepting sealed bids for the following: PAVING CONTRACT # **** Street Construction, Maintenance and RepairBid documents may be downloaded at www. ***. *. * Clayton Moore, PE, Director of Public Works at 615- 384- **** for additional information. Please reference Bid # **** on the outside of the sealed envelope. Sealed bids must be received in the Offic
Paving contract for street construction, maintenance, and repair Paving or resurfacing with hot mix asphalt materials on certain streets; excavation and installation of ADA approved handicap crossing at certain intersections; base and paving of certain walking paths and parking areas in city; adjustment of manholes, valves, catch basins; miscellaneous cold planning; possible excavation for widening 2. 5 feet on the shoulders of other streets; concrete curb and gutter, concrete curb and sidewalk; painting of parking lines and pavement markings; equipment rental; shoulder construction with bituminous surface treatment; miscellaneous guardrail maintenance or installation; traffic control per MUTCD manual; infrared asphalt pavement repair; seal parking area two coats of coal tar sealant with sand; parking area crack repair; traffic loop.
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Sealed bids are invited for paving contract **** for street construction, maintenance, and repair. Bid documents can be downloaded from www. ***. *. * are due by 2:15 p. m. local time on June 23, 2026, and will be opened publicly. A bid bond of at least 5% of the bid amount is required. A performance and payment bond of 100% of the contract amount will be required for the successful contractor. The initial completion date is June 30, 2027. The city reserves the right to reject any and all bids.
Sealed bids must be received by 2:15 p. m. , local time, Tuesday, June 23, 2026. The initial completion date for this contract is June 30, 2027.
On or about the first of the month, the bidder shall prepare and submit to the engineer for approval a duly certified estimate of the work performed during the preceding calendar month. Upon engineer approval of the estimate, and not later than thirty 30 days after submittal by the bidder, the owner shall pay to the bidder the value of the estimate. Final payment shall be made to the bidder by the owner within thirty 30 days after completion and acceptance of the work, submission of all test results, payroll sheets, and a final estimate.
All bidders shall be a licensed contractor as required by the state of Tennessee Contractors Licensing Act of ****.
The contractor agrees to pay as liquidated damages the sum of **** for each calendar day the project is not completed by the specified date.
Failure to show required items on the outside of the bid envelope will result in the bid being returned to the bidder unopened. Failure to acknowledge receipt of addenda or change orders is grounds for rejection.
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Methodology
Unaided survey with 1091 active users, conducted through 08/28/2026.
Single question: "Would you recommend our services to a friend or colleague?" - 90% answered "yes".
