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Concrete Chute Government Bids & RFPs
Government bid alerts, regional filters, and fast access to documents
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90% recommend BidHits (1079 real users, 07/31/2026).Methodology
USA | CA | SACRAMENTO COUNTY | SACRAMENTO | 95865 Midsize City
Z-- Prosser Creek Dam Basin Cleanup - The California Great Basin Region of the Bureau of Reclamation intends to issue a Request for Proposal ( RFP) for a firm fixed- price construction contract for Prosser Creek Dam Basin Cleanup. This procurement is set aside for Total Small Business conc
Construction contract for prosser creek dam basin cleanup 1. Remove all materials from the spillway stilling basin ( sediments, gravels, cobbles, boulders, chain link fence materials, large woody materials). 2. Remove material from 6- inch drains on two chute blocks. 3. Inspect concrete floor and spillway stilling basin features upon completion.
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RFP for a firm fixed-price construction contract for prosser creek dam basin cleanup. This procurement is set aside for total small business concerns. The work includes removing materials from the spillway stilling basin and drains, and performing an inspection. The estimated cost is between $250,**** and $500,****. Proposals are due approximately September 7, 2026. Registration in SAM. gov is required.
Prospective contractors must be actively registered in the System for Award Management (SAM) database at www. ***. *. * to be eligible for award.
An inspection of the concrete floor and all other spillway stilling basin features will be performed upon completion of the sediment and materials removal.
The estimated cost of this project is $250,**** - $500,****.
Willisburg Lake Dam Rehabilitation Project Rehabilitation of Willisburg Lake Dam, including construction of a reinforced concrete auxiliary spillway with precast concrete culverts, a reinforced concrete stepped chute, a reinforced concrete stilling basin, a reinforced concrete floodwall with concrete cutoff, and a rockfill stability berm. Work also includes a new low- level drawdown valve, remediation of concrete cracking and seepage in the principal spillway culvert, abandonment of the existing raw water intake and installation of new intake lines, demolition of existing storm sewer infrastructure, raw water lines, concrete ditches, and portions of the principal spillway culvert and wingwalls. Site preparation, erosion control, slope construction and protection, construction access, selective demolition, earthwork, temporary shoring, traffic control, storm drainage, site grading, and restoration work are also included.
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This is a Request for Bids (RFB) for the Willisburg Lake Dam Rehabilitation Project. The project involves extensive civil engineering and construction work, including spillway and floodwall construction, valve replacement, and remediation of existing structures. Bidders must submit bids electronically, as emailed or hard copies will not be accepted. The closing date for bids is August 31, 2024. Vendors are advised to update their account information before submission, as this will carry over to the contract. The estimated contract amount is $2,280,****.
The closing date for bids is August 31, 2024.
Emailed and hard copies delivered by any method will not be accepted. Only online bids will be accepted.
Lot 1: ONLY ONLINE BIDS WILL BE ACCEPTED FOR THIS RFB. Emailed and hard copies delivered by any method WILL NOT BE ACCEPTED. On this line, Bidders must enter $ 0. 00 for Contract Amount in the e- procurement system. Actual Contract Amount must be entered on " Official Bid Document" and submitted as an attachment in the e- procurement system. Vendors should review and update, if necessary, all addresses and contact persons for their account prior to bid submission. This information will carry forward to a contract if awarded, therefore please ensure all information is correct. Entire Official Bid Document and Bid Bond ( if required) should be combined as one PDF and uploaded The Base BID Work shall include construction of a reinforced concrete auxiliary spillway with two, 8 feet by 16 feet, precast concrete culverts through the dam crest to serve as the spillway inlet with a reinforced concrete stepped chute along the downstream slope that discharges into a reinforced concrete stilling basin at the toe of the dam. A reinforced concrete floodwall with concrete cutoff shall be constructed along the upstream crest of the dam along KY- 555 with rockfill placed along the upstream slope of the dam. A rockfill stability berm shall be constructed along the downstream slope. The BASE BID Work further includes a new low- level drawdown valve in the dry well of the riser structure, replacement of the existing low level drawdown valve, and remediation of concrete cracking and seepage in the existing principal spillway culvert. In addition, the City of Springfields raw water intake will be abandoned and new raw water intake lines installed within the principal spillway culvert. A Contractor designed Water Diversion Plan is required. The BASE BID Work will also consist of site preparation, erosion and sedimentation control, slope construction and protection, construction access, selective demolition, earthwork, temporary shoring, traffic control and maintenance, storm drainage, and site grading and restoration work. Demolition Work sh
RFB- 275- 26 Willisburg Lake Dam Rehabilitation Project
Willisburg Lake Dam Rehabilitation Project Base bid work includes construction of a reinforced concrete auxiliary spillway with two precast concrete culverts, a reinforced concrete stepped chute, and a reinforced concrete stilling basin. Also includes a reinforced concrete floodwall with concrete cutoff, rockfill along the upstream slope, and a rockfill stability berm along the downstream slope. New low- level drawdown valve, replacement of existing low- level drawdown valve, and remediation of concrete cracking and seepage in the principal spillway culvert. Abandonment of the city of Springfield' s raw water intake and installation of new raw water intake lines within the principal spillway culvert. Contractor- designed water diversion plan required. Site preparation, erosion and sedimentation control, slope construction and protection, construction access, selective demolition, earthwork, temporary shoring, traffic control and maintenance, storm drainage, and site grading and restoration work. Demolition of
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This is a Request for Bids (RFB) for the Willisburg Lake Dam Rehabilitation Project. The closing date for bids is March 7, 2024. The estimated total value is $2,280,**** online bids will be accepted. Bidders must enter 0. 00 for the contract amount in the e-procurement system, with the actual amount entered on the official bid document and submitted as an attachment. Vendors should ensure their account information is up-to-date. The project involves extensive construction and demolition work related to the dam and its components.
The closing date for bids is March 7, 2024. The closing date for bids is March 7, 2024.
Only online bids will be accepted. only online bids will be accepted for this rfb.
The estimated total value is $2,280,****: 19, 280, ****
Lot 1: ONLY ONLINE BIDS WILL BE ACCEPTED FOR THIS RFB. Emailed and hard copies delivered by any method WILL NOT BE ACCEPTED. On this line, Bidders must enter $ 0. 00 for Contract Amount in the e- procurement system. Actual Contract Amount must be entered on " Official Bid Document" and submitted as an attachment in the e- procurement system. Vendors should review and update, if necessary, all addresses and contact persons for their account prior to bid submission. This information will carry forward to a contract if awarded, therefore please ensure all information is correct. Entire Official Bid Document and Bid Bond ( if required) should be combined as one PDF and uploaded The Base BID Work shall include construction of a reinforced concrete auxiliary spillway with two, 8 feet by 16 feet, precast concrete culverts through the dam crest to serve as the spillway inlet with a reinforced concrete stepped chute along the downstream slope that discharges into a reinforced concrete stilling basin at the toe of the dam. A reinforced concrete floodwall with concrete cutoff shall be constructed along the upstream crest of the dam along KY- 555 with rockfill placed along the upstream slope of the dam. A rockfill stability berm shall be constructed along the downstream slope. The BASE BID Work further includes a new low- level drawdown valve in the dry well of the riser structure, replacement of the existing low level drawdown valve, and remediation of concrete cracking and seepage in the existing principal spillway culvert. In addition, the City of Springfields raw water intake will be abandoned and new raw water intake lines installed within the principal spillway culvert. A Contractor designed Water Diversion Plan is required. The BASE BID Work will also consist of site preparation, erosion and sedimentation control, slope construction and protection, construction access, selective demolition, earthwork, temporary shoring, traffic control and maintenance, storm drainage, and site grading and restoration work. Demolition Work sh
06/30/2026 - USA | KY | FRANKLIN COUNTY | FRANKFORT Small City
RFB- 275- 26 Willisburg Lake Dam Rehabilitation Project
Willisburg Lake Dam Rehabilitation Project Rehabilitation of Willisburg Lake Dam, including construction of a reinforced concrete auxiliary spillway with precast concrete culverts, a reinforced concrete stepped chute, a reinforced concrete stilling basin, a reinforced concrete floodwall with concrete cutoff, and a rockfill stability berm. Work also includes a new low- level drawdown valve, replacement of the existing low- level drawdown valve, remediation of concrete cracking and seepage in the principal spillway culvert, abandonment of the existing raw water intake and installation of new intake lines, a contractor- designed water diversion plan, site preparation, erosion and sedimentation control, slope construction and protection, construction access, selective demolition, earthwork, temporary shoring, traffic control and maintenance, storm drainage, and site grading and restoration. Demolition includes existing storm sewer infrastructure, raw water lines, concrete ditches, KY 555 within the auxiliary spil
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This is a Request for Bids (RFB) for the Willisburg Lake Dam Rehabilitation Project. The closing date for bids is August 31, 2024. The estimated contract amount is $19,280,**** online bids will be accepted; emailed or hard copies will not be accepted. Bidders must enter 0. 00 for the contract amount in the e-procurement system, with the actual amount on the official bid document submitted as an attachment. Vendors should ensure their addresses and contact persons are up-to-date. The project involves extensive civil engineering and construction work on the dam and its associated structures.
The closing date for bids is August 31, 2024. The closing date for bids is August 31, 2024.
Emailed and hard copies delivered by any method will not be accepted. only online bids will be accepted for this rfb. r emailed and hard copies delivered by any method will not be accepted.
The estimated contract amount is $19,280,****: 19, 280, ****
Lot 1: ONLY ONLINE BIDS WILL BE ACCEPTED FOR THIS RFB. Emailed and hard copies delivered by any method WILL NOT BE ACCEPTED. On this line, Bidders must enter $ 0. 00 for Contract Amount in the e- procurement system. Actual Contract Amount must be entered on " Official Bid Document" and submitted as an attachment in the e- procurement system. Vendors should review and update, if necessary, all addresses and contact persons for their account prior to bid submission. This information will carry forward to a contract if awarded, therefore please ensure all information is correct. Entire Official Bid Document and Bid Bond ( if required) should be combined as one PDF and uploaded The Base BID Work shall include construction of a reinforced concrete auxiliary spillway with two, 8 feet by 16 feet, precast concrete culverts through the dam crest to serve as the spillway inlet with a reinforced concrete stepped chute along the downstream slope that discharges into a reinforced concrete stilling basin at the toe of the dam. A reinforced concrete floodwall with concrete cutoff shall be constructed along the upstream crest of the dam along KY- 555 with rockfill placed along the upstream slope of the dam. A rockfill stability berm shall be constructed along the downstream slope. The BASE BID Work further includes a new low- level drawdown valve in the dry well of the riser structure, replacement of the existing low level drawdown valve, and remediation of concrete cracking and seepage in the existing principal spillway culvert. In addition, the City of Springfields raw water intake will be abandoned and new raw water intake lines installed within the principal spillway culvert. A Contractor designed Water Diversion Plan is required. The BASE BID Work will also consist of site preparation, erosion and sedimentation control, slope construction and protection, construction access, selective demolition, earthwork, temporary shoring, traffic control and maintenance, storm drainage, and site grading and restoration work. Demolition Work sh
06/24/2026 - USA | WI | GRAND CHUTE
Grand Chute Wi, Town Of
Precast Concrete Structures
Grand Chute Village in the Meadows Lift Station Replacement- The work shall consist of demolishing an existing below- grade lift station dry well and constructing a new below- grade integral valve vault submersible lift station on top of the existing lift station wet well. Project shall include the demolition of the existing steel dry well structure, piping, valves, electrical and controls, installation of bypass pumping, and the construction of a new precast concrete integral valve vault lift station struc
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Welcome to BidHits.
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Smart search is already enabled and uses artificial intelligence to expand your results, even when the tender uses different words from the ones you searched for.
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Unaided survey with 1079 active users, conducted through 07/31/2026.
Single question: "Would you recommend our services to a friend or colleague?" - 90% answered "yes".
