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INVITATION TO BID NO. 23-10-01 <br />JOINT PROCUREMEMT <br />1.BIDDER AGREES TO PERFORM ALL THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS TO PROVIDE A COMPLETE PROJECT AS SHOWN ON THE PLANS AND SPECIFICATIONS FOR THE FOLLOWING <br /> <br />LUMP SUM AND/OR UNIT PRICES. <br />2.BIDS SHALL INCLUDE SALES TAX AND ALL OTHER APPLICABLE TAXES AND FEES. <br />3.BIDDER IS TO INCLUDE FULL RESTORATION COSTS INTO THEIR UNIT PRICES EXCEPT FOR THE FINAL ASPHALT OVERLAY <br />ITEM NODESCRIPTIONQUANTITYUNITUNIT COSTTOTAL <br />Duplex Stormwater Pumping Station (16' L x 16' W x 15' H) <br />2EA <br />63 <br />Duplex Stormwater Pumping Station piping, fittings, valves, & Electrical Components not otherwise mentioned in <br />previous <br />2EA <br />64 <br />Vault for Duplex Stormwater Pumping Station (8' L x 16' W x 6.8' H)2EA <br />65 <br />Vault piping, fittings & valves not otherwise mentioned in previous quantities (DIP FM)2EA <br />66 <br />Pump Station electrical components2EA <br />67 <br />Portable Diesel 125 KW Generator2EA <br />68 <br />Provide 3-Phase Power at Each Station Allowance2EA <br />69$105,000$210,000 <br />SCADA SYSTEM2EA <br />70 <br />PUMP STATION ITEMS SUB-TOAL (63 - 70) <br />$ <br />MISCELLANEOUS ITEMS <br />THE PRICE FOR EACH CONSTRUCTION ITEM SHALL INCLUDE BUT NOT BE LIMITED TO ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL AND CONSTRUCT THESE ITEMS IN ACCORDANCE <br /> <br />WITH THESE CONTRACT DOCUMENTS WHICH INCLUDE ALL SAW CUTTING, ASPHALT REMOVAL AND DISPOSAL, EXCAVATION, DE-WATERING, DE-WATERING & NPDES PERMITS, BEDDING MATERIAL, <br /> <br />BACKFILL BASE MATERIAL, BACKFILL LIMEROCK BASE MATERIAL, COMPACTION, MATERIAL TO BE RESTORED TO SAME ELEVATION AS EXISTING ASPHALT PAVEMENT (GRADE TO SLOPE) GRADING, TESTING, <br /> <br />INSPECTIONS AND ANY OTHER MISCELLANEOUS WORK. NO ADDITIONAL COMPENSATION SHALL BE MADE FOR CHANGES IN ALIGNMENT OR GRADE TO AVOID EXISTING INFRASTRUCTURE UNLESS THE <br /> <br />EXCAVATIONS EXCEED TEN (10) FEET IN DEPTH. <br />Connect Existing Drainage Pipe to Proposed Drainage Structure65EA <br />71 <br />72Connect Proposed Storm Pipe to Existing Drainage Structure9EA <br />Connect Dissimilar storm pipe (24") with MarMac pipe coupler or approved <br />1EA <br />73 <br />equal <br />Pipe lining of existing storm up 24" Diameter1,000LF <br />74 <br />75Hydroseal of existing joints where directed50EA <br />Remove Existing P-5 Inlet to Plug west pipe & Reinstall Inlet1EA <br />76 <br />5' Wide Concrete SW at South Pump Station w/Detectable Warning Surface <br />31SY <br />77 <br />min 6" thick <br />Field verify existing inlet and replace w/New Top Slab w/USF 4615-62101EA <br />78 <br />12" SS Split Casing Sleeve for 8" WM1EA <br />79 <br />8012" SS Split Casing Sleeve for 8" SS3EA <br />Core existing seawall & Install Proposed 42" Outfall Pipe2EA <br />81 <br />Remove and replace trees, pavers, pavement, irrigation and sod for outfalls <br />2LS <br />82 <br />36" Tideflex Checkmate Valve1LS <br />83 <br />Manatee Grate for 42" Outfall2EA <br />84 <br />Install Rip-Rap w/12" Dia Stone w/Geofabric (or approved equal)64SY <br />85 <br />86Deflection of Existing Buried Electric ("SL")5EA <br />Deflection of Existing Gas1EA <br />87 <br />884" WM Deflection - 80 LF1EA <br />6" WM Deflection1EA <br />89 <br />8" WM Deflection6EA <br />90 <br />Water Service Relocation8EA <br />91 <br />SS Lateral Relocation1EA <br />92 <br />Rental of 2 temporary 6000 gpm pumps to provide backup for storm protection 12MTHS <br />93 <br />94Hourly Crew Rate100HR <br />City Permit fee1EA <br />95$10,000$10,000 <br />$ <br />MISCELLANEOUS ITEMS SUB-TOAL (71 - 95) <br />$ <br />TOTAL FOR STORM DRAINAGE PROJECT <br />WATERMAIN REPLACEMENT PROJECT <br />ROADWORK ITEMS <br />THE PRICE FOR EACH ROAD WORK ITEM SHALL INCLUDE BUT NOT BE LIMITED TO ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL AND CONSTRUCT THESE ITEMS IN ACCORDANCE WITH THESE <br /> <br />CONTRACT DOCUMENTS. BID PRICE INCLUDES TRAFFIC LOOP REPLACEMENT, IF NEED (INCLUDES ALL PROFESSIONAL WORK AND PERMITTING). <br />1 inch Milling5,100SY <br />96 <br />1 inch of Asphalt Overlay (SP-9.5)5,100SY <br />97 <br />ROADWORK ITEMS SUB-TOAL (96 - 97) <br />$ <br /> <br />