Privately Funded
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Publicly Funded
Addenda Available
Post-Bid
Published September 5, 2025 at 8:00 PM
Updated September 6, 2025
Site work for a water / sewer project in Holden, Massachusetts. Completed plans call for site work for a water / sewer project.
1. All structures shall consist of straight pre-cast reinforced riser sections, a top eccentric conical section and a monolithic base section, except that a flat top section shall be used whose shallow cover requires a top section less than 4 feet. Base section shall allow for a 4 foot sump depth. 2. Pre-cast structures shall be manufactured with a minimum compressive strength for the concrete of 4,000 PSI on a 28 Day Test. The circumferential steel reinforcement for riser sections and base walls shall be 0.12 square inch per lineal foot (both ways). Reinforcing in the bottoms of bases shall be of the same design. Precast concrete barrel sections with precast top slabs and transition sections shall be designed for a minimum of H-20 design loading per AASHTO HS-20-44; ASTM C478 Spec for Precast Reinforced Concrete Manhole Sections. Catch Basin Cleaning Pavement Markings Precast Concrete Structures: Manhole and Catch Basin, Adjusting Rings, Catch Basin, Double Catch Basins and Manhole Frames & Grates, Corrugated Polyethylene Tubing & Fittings. Precast Concrete Structures: Manhole and Catch Basin, Adjusting Rings, Catch Basin, Double Catch Basins and Manhole Frames & Grates, Corrugated Polyethylene Tubing & Fittings.
Bid Results
Water / Sewer
$20,000.00
Public - City
Site Work
Documents for this project are exclusively Specifications. If Plans become available, we will add them here.
5
Trades Specified
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