Government Contract | New York
Prestressed Concrete Bridge Beams

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Bid Information

Bid Alert No: 00000574830

Bid Title: Prestressed Concrete Bridge Beams

Agency Bid No. Title: PW-16-046-B

Received Date: 05/17/2016

Close Date: 05/26/2016

Purchase Type: Not Stated

Delivery Point: Steuben County, New York

Delivery Date: Not Stated


Specifications include, but are not limited to: The In Toto Price Bid shall include, but is not limited to, the following: a.Precast-prestressed concrete bridge beams containing a calcium nitrite based corrosion inhibitor admixture (to be added to the concrete mix at a rate of 5.0 gallons/cy). b.Necessary bearing pads, anchor dowels, transverse tendons and hardware, compressive seals, and bridge rail anchorage inserts and hardware; all as specified on the attached drawing(s). All hardware shall be galvanized or electroplated. c.Design calculations prepared in accordance with the AASHTO Standard or LRFD Specifications for Highway Bridges (current editions). However, regardless of which design specifications are used, NYSDOT currently requires that the load ratings be submitted per the Standard Specifications.d.Working Drawings showing the following minimum information: i.Precast-prestressed concrete bridge beams, including all steel reinforcement and prestressing strands. ii.Anchor dowels. iii.Transverse tendons with required tensioning. iv.Shear keys. v. Railing anchorage system. vi. Bearing pads. vii. Initial and final concrete strengths. e. The contractor shall be responsible for fully threading the bridge rail anchorage hardware into the beam inserts before shipping. f. The contractor shall coat all surfaces of all beams with two (2) coats of a penetrating type protective sealer in accordance with the requirements of Section 6.2.3 of the NYSDOT Prestressed Concrete Construction Manual (PCCM). g. The contractor shall adhere self-adhesive rectangular compressible sealer to one bottom edge of each beam (less one) for the full length of each beam as well as for the full height of each end of each beam (less one) prior to delivery. The contractor shall also adhere self-adhesive compressible sealer to one side of each beam (less one) at each transverse tendon hole location prior to delivery.

Bid Related Documents

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Product Code: 21016

Agency Information

Issuing Agency: County of Steuben

State: New York

Agency Type: State and Local

Contact: Steve Catherman, Public Works Purchasing Department, 3 East Pulteney Square, Bath, New York, 14810

Phone: 607-664-2479



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