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Published May 9, 2024 at 8:00 PM

Updated May 10, 2024

Site work for a civil project in Jurupa Valley, California. Completed plans call for site work for a water / sewer project.

The project consists of drilling, construction, development and testing of one (1) new potable water supply well, designated Well 29, using a twopass reverse-circulation rotary drilling method, and including site preparation, conductor and sanitary seal installation, pilot borehole drilling, geophysical logging, isolated aquifer zone testing, borehole reaming, casing installation, gravel envelope installation, annular seal installation, well development, completion of the well head, and/or any other work as necessary to complete well installation as described and all other work and materials to complete the contract work. The successful Contractor shall furnish all labor, material, transportation, tools, supplies, plant, equipment, and appurtenances, unless specifically excepted, for the satisfactory completion of the entire contract work, in accordance with the Specifications and Drawings. The successful Contractor shall furnish all labor, material, transportation, tools, supplies, plant, equipment, and appurtenances, unless specifically excepted, for the satisfactory completion of the entire contract work, in accordance with the Specifications and Drawings. The Contractors are required to carefully review and adhere to the exhibits outlining the District's requirements concerning grant funding and labor compliance. Questions from prospective bidders affecting interpretation or corrections related to the Plans and Specifications shall be in written form and shall be sent no later than 10:00 a.m. on April 22, 2024. Please contact the Project Manager, Ashish Marwah, of Jurupa Community Services District at 951-685-7434, or email JCSDBids@jcsd.us attention Ashish Marwah, for questions pertaining to the project. The Engineer's Estimated Construction Cost is $1,390,000

Post-Bid

Water / Sewer

$1,390,000.00

Public - County

Site Work

4

23

2

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