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Drilled Pile Government Bids & RFPs
Government bid alerts, regional filters, and fast access to documents
90% recommend BidHits (1073 real users, 07/21/2026).Methodology
USA | OH | SAGINAW COUNTY | MARTINS FERRY Small City
Flood Mitigation- Division A - North Ridge Drive improvements consist of 30" tangent pile wall with alternating reinforced steel HP 10 x 42 reinforced concrete shafts for primary pilings, drilled 10 feet into bedrock and 30" concrete shafts, drilled 10 feet into bedrock for secondary pilings, as per the geotechnical design. Total Wall length is approximately 245 feet. Minor drainage improvements will be constructed to outfall through the secondary pilings. Roadway will be widened to 18 feet wide typical wit
Installation of Wharf Test Program/Deep Foundation Testing The Albany Port District Commission is requesting sealed bids from qualified bidders for the installation of wharf test program at the Port of Albany& rsquo; s Beacon Island Expansion site located at 340 River Road **** in the Town of Bethlehem. Bids must be received at the Port of Albany Administration Building located at 106 Smith Blvd. Albany, **** no later than 12: 00 PM noon on August 5, 2026 at which time they will be opened and publicly re
Installation of wharf test program/deep foundation testing Installation of wharf test program at the Port of Albany' s Beacon Island Expansion Site, including mobilization, demobilization, environmental protection, quality assurance, design of certain components, inspection and testing, earthwork, rock probes, providing and testing steel pipe piling, providing and testing drilled shafts, providing and testing steel H- piling, structural welding, weld testing, and miscellaneous metal fabrications.
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Sealed bids are requested for the installation of a wharf test program and deep foundation testing at the Port of Albany's Beacon Island Expansion Site. Bids are due by August 5, 2026, at 12:00 PM. The contract will be awarded on a best value basis, considering cost (40%), qualifications (20%), experience (20%), schedule (10%), and local knowledge (10%). A mandatory pre-bid meeting and walkthrough is scheduled for July 9th. Questions must be submitted in writing by July 20th. The project involves various foundation testing methods, including drilled shafts and driven piles. Bidders must submit three copies of their bid, including a bid bond of 5% of the proposal. MWBE/SDVOB participation goals are established.
Proposals are due by August 5th, 2026, no later than 12:00 PM noon. Proposals due: bids will be publicly open and read. August 5th 2026 no later than 12 noon
The award will be based on best value, with cost at 40 points, qualifications and capabilities at 20 points, experience with similar work at 20 points, anticipated project schedule at 10 points, and knowledge of the capital region and geographical area of the project at 10 points. The award of this solicitation will be given to the lowest responsive and responsible bidder based on best value. When evaluating proposals, the following criteria will be considered: cost: 40 points qualifications and capabilities: 20 points experience with similar work: 20 points anticipated project schedule: 10 points knowledge of capital region and geographical area of project: 10 points
Bidders must be qualified and demonstrate experience, skillset, and long-term viability. he albany port district commission is requesting sealed bids from qualified bidders and he apdc places great emphasis on the experience, skillset and longterm viability of the bidder.
A pre-bid meeting and walkthrough is mandatory. prebid meeting and walkthrough must preregister by emailing ***@***. *. * or **** thursday july 9th @10 am
Failure to respond to an RFP on any official form, submitting illegible, conditional, or unsigned bids, or failing to notify APDC of omissions, contradictions, or conflicts by the written inquiry due date may result in disqualification. Failure to respond to an rfp on any official form included in this rfp may result in disqualification of a bid as non responsive. and Illegible, conditional bids and unsigned bids will be rejected as nonresponsive. and Bidders must notify apdc of any omissions, contradictions, or conflicts by the written inquiry due date noted in the event schedule of this document.
06/15/2026 - USA | AK | ALEUTIANS WEST COUNTY | UNALASKA Small City
City Of Unalaska - AK
Pile Driving
Invitation to Bid - Robert Storrs Harbor A & B Float Replacement
Robert Storrs Harbor A & B Float Replacement Mobilization, Erosion and sediment control, Contaminated materials removal, Demolition and disposal, Class A shot rock borrow, Class B shot rock borrow, Base course, grading D1, Armor rock, class III, Shoulder barrier rock, Sanitary sewer service, 4- inch PVC storm drain pipe, 12- inch CPP storm drain pipe, 18- inch CPP storm drain pipe, Storm drain catch basin, type IV, Oil water separator, Storm drain outfall structure, type I, Storm drain outfall structure, type II, Domestic water system, Fire suppression system, Construction surveying, Geotextile filter cloth, Sign assembly, Contingent work pile obstruction removal, Aluminum gangway, 6 x 80, Gangway landing float, 24 x 20, Headwalk float, 10 x 254, Mainwalk float A, 10 x 282, Mainwalk float B, 16 x 240, Finger float, 6 x 42, Finger float, 4 x 32, Finger float, 4 x 26, Final design of moorage floats, Furnish steel pipe pile, 24 x ****, Install pile with shoe in drilled socket, Pile mooring frame, Life ring cab
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Project involves replacement of A & B floats at Robert Storrs Harbor, including new float system, gangway, uplands for parking, and a public restroom. Work includes replacing deteriorated floats and pilings, and updating electrical, lighting, and fire suppression systems. Sealed bids are due by July 14, 2026, 4:00 PM local time. A mandatory pre-bid conference is scheduled for June 25, 2026, at 2:00 PM AK time. Technical questions should be directed in writing to Brandon Ivanowicz at PND Engineers, Inc. Bidders must submit their contact information to the City of Unalaska. Subcontractor listings and business licenses are required within 5 days after bid opening if the bid is low.
Sealed bids will be received until 4:00 p. m. , local time on July 14, 2026. Sealed bids will be received until 4:00 p. m. , local time on july 14, 2026
Bidder accepts the provisions of the agreement as to liquidated damages in the event of failure to complete the work within the times specified in the agreement. Bidder accepts the provisions of the agreement as to liquidated damages in the event of failure to complete the work within the times specified in the agreement.
A prebid conference will be held on June 25, 2026 at 2:00 p. m. AK. A prebid conference will be held on june 25, 2026 at 2:00 p. m. ak
Remaining Upper Approach Wall ( RUAW) - New Lock at the SOO - MARKET RESEARCH QUESTIONNAIRE AND SOURCES SOUGHT NOTICE 1. GOVERNMENT NOTICE /HEADER INFORMATION Project Title: New Lock at the Soo Remaining Upper Approach Walls ( RUAW)
Construction of canals Work Area A: Installation of 500 linear feet of steel sheetpile wall on the south side of the upstream new lock approach channel. Work Area B: Installation of 500 linear feet of soldier pile and concrete panel combination wall on the north side of the upstream new lock approach channel. Work Area C: Installation of 1, 700 linear feet of steel sheetpile wall on the south side of the upstream new lock approach channel. Required work includes historic structure demolition, steel sheet pile or H pile and concrete panel wall construction, forming and placement of concrete caps, installation of drilled shaft mooring bollards, installation of new ductbank with new electrical lines and associated 40 light poles.
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This is a sources sought notice for market research regarding the construction of the new lock at the Soo remaining upper approach walls (RUAW). The project involves heavy civil marine construction, deep foundation expertise, and logistical capacity for work from an island site. The estimated magnitude of construction is between $25,000,000 and $100,000,000. Responses are due by June 15, 2026, via email. This notice is for informational purposes and does not commit the government to a future solicitation. Contractors should provide information on marine construction experience, logistical capability, and quality/safety programs. Past performance on similar projects is also requested.
The response due date is 15 June 2026 at **** eastern time. esponse due date: 15 june 2026 at **** eastern time.
Geotechnical investigation for a new dormitory at Tyler Junior College, Tyler, Texas.
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This report summarizes the results of a geotechnical investigation conducted at the site of a new dormitory for Tyler Junior College in Tyler, Texas. The investigation aimed to define and evaluate subsurface conditions, classify and evaluate foundation soils, determine suitable foundation types and allowable loadings, and identify potential construction-related problems. The project involves a new three to four-story structure of approximately 40,000 square feet. The site is bisected by a creek, and fill depths may range up to approximately 8 feet, with deeper fills up to 14 feet at the creek channel. Soils encountered consist primarily of sand overlying clay. Due to excessive settlement potential, drilled piers or augered cast-in-place piles are recommended for the building's support. Shallow spread footings may be used for incidental items with light loads where predicted settlement is compatible with major structural elements. Building subgrade preparation involves removing vegetation and topsoil, cutting to grade, scarifying, adjusting moisture content, and recompacting the subgrade. The report also provides recommendations for lateral earth pressures and general construction considerations.
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Welcome to BidHits.
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Methodology
Unaided survey with 1073 active users, conducted through 07/21/2026.
Single question: "Would you recommend our services to a friend or colleague?" - 90% answered "yes".
