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Perforated Pipe Government Bids & RFPs
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USA | SD | CODINGTON COUNTY | WATERTOWN Small City
Taxiway A Reconstruction primary work: mobilization max of 10 of total base bid cost contractor quality control plan, construction safety phasing plan, **** sqyd of concrete pavement removal 20 nominal depth, **** sqyd of asphalt pavement removal 4 nominal depth, **** sqyd of asphalt pavementbase removal 18 nominal depth, **** cuyd of unclassified excavation, **** cuyd of disposal of excess material, **** cuyd of subbase course furnished, **** cuyd of subbase course recycled, **** sqyd of geotextile separator fabric, **** sqyd of geogrid, **** cuyd of crushed aggregate base course, **** ton of asphalt base surface course, 390 ton of asphalt binder pg ****, 20 ton of emulsified asphalt prime coat, 15 ton of emulsified asphalt tack coat, **** ft of route and seal joint, **** sqft of pavement marking yellow, **** sqft of pavement marking black, **** sqft of temporary pavement marking yellow, **** sqft of temporary pavement marking black, **** ft of 4 perforated underdrain pipe, 7 each underdrain cleanout, 1
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This is a public tender for the Taxiway A Reconstruction project at the Watertown Regional Airport. Sealed bids will be received by the City Council of the City of Watertown until 2:00 PM local time on April 2, 2026. The project involves furnishing all equipment, labor, and materials for the reconstruction, including concrete and asphalt pavement removal, excavation, subbase course, geotextile fabric, crushed aggregate base course, asphalt base surface course, various asphalt and emulsified asphalt applications, pavement markings, underdrain pipe installation, seeding and fertilizing, topsoil work, mulching, storm water pollution prevention, electrical conduit work, cable installation, removal of existing electrical components, and installation of taxiway lights and signs. An alternate bid is also included for a specific section of the taxiway. Plans and specifications are available for inspection and purchase. A bid guarantee of 5% of the total bid is required. Performance and payment bonds of 100% of the contract amount will be required. The contractor must begin work within 10 days of a written notice to proceed and complete the work within the specified timeframe. The notice also includes provisions for disadvantaged business enterprises, minimum wage rates, affirmative action, and compliance with federal regulations regarding debarment, foreign trade restrictions, and Buy American provisions. A pre-bid conference will be held on March 24, 2026, via GoToMeeting to clarify bidding and construction requirements.
The contractor shall begin the work within ten 10 days of the date set forth in the written notice to proceed and shall complete the work within the number of calendar days, working days, or completion date or dates as shown in the specifications.
The right is reserved, as the interest of the City of Watertown, South Dakota, may require, to reject any and all bids, to waive informality in bids received, and to accept or reject any items of any bid, unless such bid is qualified by specific limitation.
The contractor will certify that he and any of his subcontractors meet the requirements of 49 CFR, part 29, regarding debarment, suspension, ineligibility and voluntary exclusion as further described in these specifications. The contractor will certify that he and his subcontractors will comply with the 49 CFR, ****, regarding foreign trade restrictions as further noted in project specifications. The contractor will certify that he and his subcontractors will comply with buy american certification **** as further noted in project specifications. The contractor will comply with buy americansteel and manufactured products for construction contracts **** as further described in project specifications. If an applicant corporation has either unpaid federal tax liability or has been convicted of a criminal violation under any federal law within the preceding 24 months, the applicant is ineligible to receive an award unless the sponsor has received notification from the agency suspension and debarment official sdo that the sdo has considered suspension or debarment and determined that further action is not required to protect the governments interests.
**** - UIC retrofit at six locations. The major quantities of work involved in this project are Convert Existing UICs to Sedimentation MH, 12" Storm Pipe, Perforated Pipe, and Infiltration System.
**** convert existing uics to sedimentation mh, 12â storm pipe, perforated pipe, and infiltration system.
02/19/2026 - USA | VT | CHITTENDEN COUNTY | ESSEX JUNCTION | 05452 Small City
City Of Essex Junction - VT
Pipe
RECEIPT OF BIDS: Sealed bids on forms prepared by the Engineer will be received by the City of Essex Junction at the City of Essex Junction offices, located at 2 Lincoln Street in Essex Junction, Vermont, until 2: 00 p. m. ( local time) on March 18, 2026 for the Main Street Sidewalk Replacement Project. The contract generally includes the following work items on Main Street in the City of Essex Junction: 1) Supply and Install 850 sy of 4 Thick New Cement Concrete Sidewalk2) Supply and Install 200 sy of 6 Th
Main Street Sidewalk Replacement Project 1 supply and install 850 sy of 4 thick new cement concrete sidewalk 2 supply and install 200 sy of 6 thick new cement concrete sidewalk 3 supply and install 515 lf of 4 perforated sdr 35 pvc pipe 4 supply and install 4 nyloplast drain basins or approved equal 5 supply and install 100 sf of detectable warning surface 6 supply and install 350 cy of plant mixed gravel 7 supply and install 100 cy of topsoil 8 supply and install 750 sy of lawn area restoration
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Bids must be accompanied by a bid guaranty equal to at least 5% of the bid amount. The anticipated contract start date is June 01, 2026, and all work must be completed by October 02, 2026.
The work must be completed on or before October 02, 2026, according to the bid notice.
Prospective bidders must be on the plan holder list to receive access to the sharepoint site and be eligible to submit a bid.
Helena National Forest - Park Lake Dam Rehabilitation - Q & A 1 thru 11 - Posted 1/30/26 Amendment **** - Added Attachment 9 EmergencyActionPlan document - 1/28/26 Amendment **** - Due Date for Quotes changed to Thursday Feb
Park Lake Dam Rehabilitation Mobilization and Demobilization, Access Road Improvements, Construction Staking and Survey, Temporary Traffic Control, Clearing and Grubbing, Dam Excavation, Temporary Stock Piling of Material, Borrow for Grout Mix, Dewatering, Embankment Fill, Soil Mixing and Disking, Class 2 Riprap Dam Embankment, Class 2 Riprap Saddle Dike, Class 2 Riprap RippingExcavating, M1 Filter ASTM C33 Washed Concrete Sand, M2 Filterbedding Layer AASHTO 89, M3 Filterbedding Layer AASHTO 357, 24 Standard Riser Inlet, 6inch Diameter Dualwall HDPE Perforated Drain, 6inch Diameter Dualwall HDPE Solid Drain Pipe, Primary Borings and Compaction Grouting, Secondary Borings and Compaction Grouting, Performance Testing, Hydraulic Seepage Control Barrier, Shallow Borings and Compaction Grouting, Midlevel Borings and Compaction Grouting, Deep Borings and Compaction Grouting, Secondary Borings and Grouting, Performance Testing, Grade Survey, Road Surface Aggregate, Soil Borrow for Turnaround, Fill for Turnaround, Fe
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The project involves the rehabilitation of the Park Lake Dam, including clearing, dewatering, deconstruction, construction, seismic foundation work, road reconstruction, and reclamation. The solicitation is a Request for Quotation (RFQ). A bid bond of 20% of the total is required for quote submission. The due date for quotes is Thursday, February 19, 2026, at 4:00 PM.
The bid notice states that the work will be completed over two field seasons.
The bid notice states that the magnitude of construction is between $1,000,000 and $5,000,000.
Helena National Forest - Park Lake Dam Rehabilitation - Amendment **** - Due Date for Quotes changed to Thursday February 19, 2026 at 4: 00 PM Amendment **** adds Attachment 8 Appendix A& B - 1/23/26 Description
Park Lake Dam Rehabilitation **** Mobilization and Demobilization 1 LS **** Access Road Improvements 1 LS **** Construction Staking and Survey 1 LS **** Temporary Traffic Control 1 LS **** Clearing and Grubbing downstream of dam and 20, 300 SY along access **** Dam excavation 22, 200 CY **** Temporary stock piling of material 24, 000 CY **** Borrow for grout mix 3, 750 CY **** Dewatering 1 LS **** Embankment fill 24, 000 CY **** Soil mixing and disking 30, 260 CY **** Class 2 riprap dam embankment 770 CY **** Class 2 riprap saddle dike 5, 860 CY **** Class 2 riprap rippingexcavating 4, 296 CY **** M1 filter ASTM C33 washed concretesand 1, 740 CY **** M2 filterbedding layer AASHTO 89 120 CY **** M3 filterbedding layer AASHTO 357 385 CY **** 24 standard riser inlet 1 Units **** 6inch diameter dualwall HDPE perforated drain 270 LNFT **** 6inch diameter dualwall HDPE solid drain pipe 240 LNFT **** Primary borings and compaction grouting 132 Units **** Secondary borings and compaction grouti
AI helper
The project involves the rehabilitation of the Park Lake Dam, including clearing, dewatering, deconstruction, construction, and other associated work. The contractor is responsible for all aspects of the project. The due date for quotes is February 19, 2026, at 4:00 PM. A bid bond of 20% of the total quote is required.
The bid notice states that the work will be completed over wo field seasons.
The estimated value is between $1,000,000 and $5,000,000.
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Welcome to BidHits. Start by adding a few key words. Just type what you sell.
That's it. You're now ready to explore government contract opportunities made for you. Your bidding dashboard shows the latest tenders organized by date and matched to your keywords.
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Each tender card comes with useful tools. You can view a summary, open documents, favorite tenders, write private notes, remove what doesn't fit, or check the location on the map.
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