Site work and paving for a road / highway in Sugar Land, Texas. Completed plans call for site work for a road / highway; and for paving for a road / highway.

"Construction of the Paving and Appurtenances to Serve Samara Section 10 & Samara Way for Galveston County Municipal Utility District No. 73, Galveston County, Texas" Bidders must register and obtain bidding documents online for the required payment amount (if any) to submit an electronic bid. Scope of Work of the Contract includes paving and appurtenances Required and/or Optional Documents to Include with Bid: Statement of Qualifications (Required) Bid Surety (Required) TEC 1295 (Required) 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 5 percent 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 7 days after the date Contract Documents are received by the Contractor. 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. Bidding documents may be examined at LJA Engineering, Inc., AGC of Texas, Construct Connect, and Amtek or may be obtained by prospective bidders or suppliers upon payment of one hundred dollars ($100.00 non-refundable plus cost of delivery) ($50.00 for electronic copy) for each set of documents at LJA Engineering, Inc., 1904 West Grand Parkway North, Suite 120, Katy, Texas 77449 or at https://bids.lja.com . Bidders must register on this website to download bidding documents. Pavement and utilities with maximum depths of utilities about 10 to 20 feet below existing grades. Off-site sanitary sewer with maximum depth of about 28 feet below existing grades. Two detention ponds with a depth of about 20 feet and surface areas of about 18.2 and 21 acres with sideslopes no steeper than 4(horizontal):1(vertical). Recreation center building, with an approximately 90-foot by 50-foot building footprint, supported on drilled-and-underreamed footings with grade beams. Two culvert crossings: Two 8-foot by 5-foot box culverts with bottom elevation at approximately 16 feet below existing grade. About 16 feet of soil will be placed above the culverts with sideslope declinations between 5(horizontal):1(vertical).