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. . . . . . . I. . . . . . . . . . . . . . . . . . . . . . . . . SECTION 00300 BID FORM Bid of (Name of Bidder) Address Phone Fax: To furnish all materials, equipment and labor and to perform all work in accordance with the Contract Documents for construction of: CENTRAL ISLAND DRAINAGE AND STREETS IMPROVEMENTS located in the CITY OF SUNNY ISLES BEAG-I. To: CITY OF SU1ThTY ISLES BEACH 18070 Collins Avenue Sunny Isles Beach, Florida 33160 The undersigned Bidder has carefully examined the Bidding Documents and the site of the proposed work and is familiar with the nature and extent of the work and any local conditions that may in any manner affect the work to be done. The undersigned Bidder agrees to do all the work and furnish all materials called for by the Bidding Documents, in the manner prescribed therein and to the standards of quality and performance established by the Engineer for the unit price amounts stated in the spaces herein provided, for each of the items or combination of items stipulated. Unit price line items shall include cost of implementing all applicable safety requirements. Bidder acknowledges that estimated quantities scheduled are approxirnated for the sole purpose of obtaining comparative bids for determination of the lowest responsible bidder and actual quantities required may increase or decrease. Bidder further agrees that payments will be made on the basis of actual quantities placed and accepted in the construction UNIT BID PRICE SCHEDULE Item No. Description Estimated Unit Unit Price Amount Quantitv US$ US$ 101-1 Mobilization 1.0 LS 102-1 Maintenance of Traffic 365 LS/Da 102-3 Commercial material for Drivewav 500 CY 102-14 Traffic Control Officer 200 MH 102-61 Proiect Sian, (see Soecial Provisions) 3 Ea 102-71-11 Barrier Wall (temoorarv) 100 LF 102-71-21 Barrier Wall (relocation) 300 LF 104-13-1 Staked Silt Fence 500 LF 109-71-1 Field Office (300 SF Min.) 365 Da 11 0-1 -1 Clearina and Grubbina 14 LS/Ac 120-1 Reaular Excavation 1,149 CY 230-2 Limerock Material (12" Thick) 1,233 CY 327-70-1 Millina of existina Pavement (1" Avq.) 23.787 SY 331-2-1A Tvoe S-1 Asohaltic Concrete (3' Avq. ) 3,611 Ton 425-1-331 Curb Inlet Tvoe P-3 (<10') 1 I Ea Oct. 2007 00300-1