Laserfiche WebLink
ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL <br />63 <br />Duplex Stormwater Pumping Station (16' L x 16' W x 15' H)2 EA 1,875,000.00 3,750,000.00 <br />64 <br />Duplex Stormwater Pumping Station piping, fittings, valves, & Electrical Components not otherwise mentioned in previous 2 EA 1,370,000.00 2,740,000.00 <br />65 Vault for Duplex Stormwater Pumping Station (8' L x 16' W x 6.8' H)2 EA 178,000.00 356,000.00 <br />66 Vault piping, fittings & valves not otherwise mentioned in previous quantities (DIP FM)2 EA 20,000.00 40,000.00 <br />67 Pump Station electrical components 2 EA 160,000.00 320,000.00 <br />68 Portable Diesel 125 KW Generator 2 EA 268,000.00 536,000.00 <br />69 Provide 3-Phase Power at Each Station Allowance 2 EA 105,000.00 210,000.00 <br />70 SCADA SYSTEM 2 EA 60,000.00 120,000.00 <br /> 8,072,000.00 <br />71 Connect Existing Drainage Pipe to Proposed Drainage Structure 65 EA 5,100.00 331,500.00 <br />72 Connect Proposed Storm Pipe to Existing Drainage Structure 9 EA 5,200.00 46,800.00 <br />73 Connect Dissimilar storm pipe (24") with MarMac pipe coupler or approved <br />equal <br />1 EA 8,100.00 8,100.00 <br />74 Pipe lining of existing storm up 24" Diameter 1,000 LF 400.00 400,000.00 <br />75 Hydroseal of existing joints where directed 50 EA 1,500.00 75,000.00 <br />76 Remove Existing P-5 Inlet to Plug west pipe & Reinstall Inlet 1 EA 4,500.00 4,500.00 <br />77 5' Wide Concrete SW at South Pump Station w/Detectable Warning Surface <br />min 6" thick <br />31 SY 250.00 7,750.00 <br />78 Field verify existing inlet and replace w/New Top Slab w/USF 4615-6210 1 EA 9,200.00 9,200.00 <br />79 12" SS Split Casing Sleeve for 8" WM 1 EA 43,900.00 43,900.00 <br />80 12" SS Split Casing Sleeve for 8" SS 3 EA 28,500.00 85,500.00 <br />81 Core existing seawall & Install Proposed 42" Outfall Pipe 2 EA 26,000.00 52,000.00 <br />82 Remove and replace trees, pavers, pavement, irrigation and sod for outfalls 2 LS 44,000.00 88,000.00 <br />83 36" Tideflex Checkmate Valve 1 LS 112,000.00 112,000.00 <br />84 Manatee Grate for 42" Outfall 2 EA 45,000.00 90,000.00 <br />85 Install Rip-Rap w/12" Dia Stone w/Geofabric (or approved equal)64 SY 820.00 52,480.00 <br />ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL <br />86 Deflection of Existing Buried Electric ("SL")5 EA 50,000.00 250,000.00 <br />87 Deflection of Existing Gas 1 EA 10,000.00 10,000.00 <br />88 4" WM Deflection - 80 LF 1 EA 29,000.00 29,000.00 <br />89 6" WM Deflection 1 EA 16,000.00 16,000.00 <br />90 8" WM Deflection 6 EA 26,000.00 156,000.00 <br />91 Water Service Relocation 8 EA 11,000.00 88,000.00 <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 />LUMP SUM AND/OR UNIT PRICES. Formula = Qty x Unit cost = Total <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 />THE LUMP SUM PRICE OF THIS ITEM SHALL INCLUDE FULL RESTORATION AS PER PLAN. THE FURNISHING OF ALL MATERIAL, EQUIPMENT, AND LABOR NECESSARY TO COMPLETELY INSTALL TWO (2) STORMWATER <br />PUMPING STATIONS (INCLUDING ALL PIPING, PUMPS, VALVE VAULTS, STRUCTURES, CONTROL PANELS, POWER HOOKUP, INCLUDING ALL NECESSARY INSTALLATION PROCEDURES AS DETERMINED BY THE CONTRACTOR AND FROM <br />THE FOLLOWING ITEMS AND ACTIVITIES: SHEET PILING, COFFER DAMS, DEWATERING AND DEWATERING PERMITS, FORMS, PROTECTION OF EXCAVATION AT ALL TIMES, SPECIFIC TRAFFIC CONTROL AND SPECIFIC NOTICES TO <br />ADJACENT PROPERTY OWNERS REGARDING CLOSURES (IF APPLICABLE) AND INCONVENIENCES. FURNISH ALL MATERIALS, EQUIPMENT AND LABOR NECESSARY TO INSTALL ALL STORMWATER PUMP STATION ELECTRICAL, <br />COORDINATION WITH FPL FOR NEW SERVICE DROP, POWER VERIFICATION, AND INSTRUMENTATION WORK. INCLUDING, BUT NOT LIMITED TO: PUMP CONTROL PANEL, STARTERS, CABINETS, SCADA-PLC, CONDUITS, WIRE <br />CABLES, PULL BOXES, POWER RECEPTACLES, SWITCHES, BREAKERS, REINFORCED CONCRETE EQUIPMENT PAD, AND ALL NECESSARY ELECTRICAL CIRCUITS. STRUCTURAL ELEMENTS OR ACTIVITIES SHALL BE PERFORMED <br />USING THE SERVICES OF A FLORIDA REGISTERED PROFESSIONAL ENGINEER TO DEVELOP, CERTIFY, SIGN AND SEAL PLANS FOR THE PUMP STATION STRUCTURES AND SPECIFICALLY FOR ACTIVITIES SUCH AS: FORM <br />PLACEMENT AND REMOVAL OF STEEL SIZE AND PLACEMENT, POURING METHODS FOR THE SPECIFIC MASS OF CONCRETE, CONCRETE CURING, AND PROTECTION METHODS. INCLUDE ALL COST FOR SURVEYING AND <br />AS-BUILT PREPARATION, BEDDING MATERIAL, BACKFILL AND TEMPORARY ASPHALT RESTORATION, BACKFILL BASE MATERIAL, SODDING, CURBING, SIDEWALK, HANDICAP RAMP, BACKFILL LIMEROCK BASE MATERIAL COMPACTION <br />LABORATORY TEST, PERMANENT TRENCH RESTORATION , MATERIAL TO BE RESTORED TO PROPOSED ELEVATIONS (GRADE TO SLOPE), TESTING, INSPECTION AND OTHER MISCELLANEOUS WORK. <br />PUMP STATION ITEMS SUB-TOAL (63 - 70) <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 WITH THESE CONTRACT <br />DOCUMENTS WHICH INCLUDE ALL SAW CUTTING, ASPHALT REMOVAL AND DISPOSAL, EXCAVATION, DE-WATERING, DE-WATERING & NPDES PERMITS, BEDDING MATERIAL, BACKFILL BASE MATERIAL, BACKFILL LIMEROCK <br />BASE MATERIAL, COMPACTION, MATERIAL TO BE RESTORED TO SAME ELEVATION AS EXISTING ASPHALT PAVEMENT (GRADE TO SLOPE) GRADING, TESTING, INSPECTIONS AND ANY OTHER MISCELLANEOUS WORK. NO ADDITIONAL <br />COMPENSATION SHALL BE MADE FOR CHANGES IN ALIGNMENT OR GRADE TO AVOID EXISTING INFRASTRUCTURE UNLESS THE EXCAVATIONS EXCEED TEN (10) FEET IN DEPTH. <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 />PUMP STATION ITEMS <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 />LUMP SUM AND/OR UNIT PRICES. Formula = Qty x Unit cost = Total