Site work and paving for a road / highway in Palisades Park, New Jersey. Completed plans call for site work for a road / highway; and for paving for a road / highway.

Each bid must be made upon the prescribed forms, furnished with the Contract Drawings and Specifications, including the non-collusion affidavit and disclosure statement and must be accompanied by a Consent of Surety and a certified check, cashier's check, or Bid Bond of not less than ten (10%) percent of the amount bid and, not to exceed $20,000.00. Such checks and Bonds shall be made payable to the Owner and will be held as a Guarantee that, in the event the Bid is accepted and a Contract awarded to the bidder, the Contract shall be duly executed and its performance properly secured. The successful bidder shall furnish and deliver to the Owner a performance and payment bond each in the amount of 100 percent of the accepted bid amount as security for the faithful performance and payment of the Contract. Further, the successful bidder must furnish the policies or Certificates of Insurance required by the Contract. In default thereof, said checks and the amount represented thereby will be forfeited to the aforesaid Owner as liquidated damages. All bids shall be irrevocable, not subject to withdrawal and shall be available for a period of sixty (60) days. A Pre-Bid meeting may be held based on the number of questions raised by the Bidders. The Owner reserves the right to reject any bids, to waive informalities or irregularities in the bids received and to accept the bid from the lowest responsible bidder. No interpretations ofthe meaning of the Contract Documents will be made orally by the Engineer to any prospective bidder and any request for an interpretation must be made at least ten working days prior to the date of the opening of bids. The work to be performed under this contract includes the improvements to Lincoln Street (E. Washington Pl to E. Edsall Blvd) in Palisades Park in accordance with the plans and specifications. Principal items ofwork in the project as estimated by the Engineer follows below. It isthe contractor's responsibility to review the project and determine its own estimated quantities. 2,575 sy HMA Milling, 3" or less 250 sy Dense Graded Aggregate Base Course, 6" thick 350-ton HMA 9.5M64 Surface Course, 2" thick 60-ton HMA 19M64 Base Course, 4" thick 400-gal Tack Coat 5 unit Reset manhole, unknown utility, using existing casting 3 unit Reset water valve box 2 unit Reset gas valve box 7 unit Reset inlet casting 60 Iftraffic stripes, long-life thermoplastic, 6" white 30 Iftraffic stripes, long-life thermoplastic, 24" white 4-unit breakaway barricade 4-unit drum 4-unit traffic cone 60 sf construction signs 16 hr traffic director, flagger 100-dollar fuel price adjustment 100-dollar asphalt price adjustment