Site work for a water / sewer project in Houston, Texas. Completed plans call for site work for a water / sewer project.

Construction of Drainage Facilities for Baird Boulevard Phase I Each Bid must be accompanied by a Bid Bond or a certified or cashier's check, acceptable to the Owner, in an amount not less than five percent (5%) of the total amount Bid, as a guarantee that the successful bidder will enter into the Contract and execute the Bonds on the forms provided, and provide the required insurance certificates within seven (7) days after the date Contract Documents are received by the Contractor. If a certified or cashier's check is provided, the successful bidder shall deliver, at the bid opening address, the original certified or cashier's check within twenty- four (24) hours of receipt of the bid opening. The Owner reserves the right to reject any or all Bids and to waive all defects and irregularities in bidding or bidding process except time of submitting a Bid. The Successful Bidder, if any, will be the responsible Bidder which in the Board's judgment will be most advantageous to the District and result in the best and most economical completion of the Project. (Texas Water Code 49.273) The requirements of Subchapter J, Chapter 552, Government Code, may apply to this Bid and/or Contract and the Contractor agrees that the Contract can be terminated if the Contractor knowingly or intentionally fails to comply with a requirement of that subchapter. 24 - inch RCP, ASTM C-76, Class III, storm sewer 30 - inch RCP, ASTM C-76, Class III 36 - inch RCP, ASTM C-76, Class III, 66 - inch RCP, ASTM C-76, Class III Type "C" inlets including both first and second stage construction Type "E" inlets including both first and second stage construction, and final throat adjustments Type "C" Manhole for 18-42 inch pipe, including final rim elevation adjustment, Construct earthen swale for culvert crossing, including excavation, grading, compaction, and application of hydro mulch Roadway excavation, including hauling, spreading, and compacting on-site to achieve final lot grades. This is the volumetric difference between the existing surface and the proposed top of subgrade, inside the right of way. An estimated volume of 600 CY has been calculated as required fill behind back of curb (2') and is included in the excavation quantity 8" Subgrade stabilization for concrete pavement including mixing, grading, and compaction Lime for 10" subgrade stabilization . 6 - inch 4,000 psi reinforced concrete pavement,