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Site work and paving for a road / highway in Del Mar, California. Completed plans call for site work for a road / highway; and for paving for a road / highway.

Reference Number 0000344740 OPINION OF PROBABLE CONSTRUCTION COST: The Public Works Director's opinion of probable construction cost for this project is approximately $85,500. The City of Del Mar seeks a bid from qualified contractor for construction of the 20th Street Lifeguard Tower Driveway Project. The WORK generally consists of construction of a PCC driveway, landscaping & irrigation, and installation of bollards. PROJECT ADMINISTRATION: All questions relative to this project prior to the opening of bids shall be directed to Martin Boyd, Project Manager II, for the project listed. It shall be understood, however that no specification interpretations will be made by telephone. Questions shall be in writing and must be delivered at least ten (10) days prior to the date fixed for the opening of bids to 2240 Jimmy Durante Boulevard by hand or email to mboyd@delmar.ca.us. COMPLETION OF WORK: All WORK performed under this contract shall be completed within 60 Calendar Days, as specified in the Contract. Bid Security shall accompany the bid in the form of a certified or cashier's check, or a Bid Bond made payable to the OWNER in the amount of ten percent of the total bid amount. PERFORMANCE AND PAYMENT BONDS: For contracts above $25,000, the successful bidder will be required to furnish a Payment Bond made payable to the OWNER in the amount of one hundred percent, and a Performance Bond made payable to the OWNER in the amount of one hundred percent of the contract amount. CONTRACTOR'S LICENSING LAWS: CONTRACTOR is required to be licensed under the classification of GENERAL ENGINEERING CONTRACTING, CLASS A, as of the date of submittal of the bid documents and shall maintain such license until final acceptance of the WORK. CONTRACTOR shall also obtain a City of Del Mar business license.

Award

Roads / Highways

$93,750.00

Public - City

Paving, Site Work

10

8

3

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