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ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL
<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.
<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 />
<br />INVITATION TO BID NO. 23-10-01
<br />JOINT PROCUREMEMT
<br />45 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 18" Pipe 69 LF
<br />46 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 24" Pipe 6488 LF
<br />47 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 30" Pipe 1306 LF
<br />48 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 36" Pipe 1364 LF
<br />49 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 48" Pipe 275 LF
<br />50 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 72" Pipe 6 LF
<br />51 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 96" Pipe or 8' x 6' Box Culvert 14 LF
<br />$
<br />52 30" DIP FM 552 LF
<br />53 42" DIP FM 80 LF
<br />54 42" x 30" DIP Reducer 2 EA
<br />55 30" - 45 Deg DIP Bend 10 EA
<br />56 30" x 30" DIP Tee 1 EA
<br />57 30" x 30" DIP "True" Wye 1 EA
<br />58 30" x 18" Reducer 4 EA
<br />59 18" DIP 56 LF
<br />60 18" Resilient Wedge Flanged Gate Valve 4 EA
<br />61 18" Swing Type Lever & Weight Flanged Check Valve 4 EA
<br />62 18" - 45 Deg DIP Bend 4 EA
<br />$
<br />63
<br />Duplex Stormwater Pumping Station (16' L x 16' W x 15' H)
<br />2 EA
<br />64
<br />Duplex Stormwater Pumping Station piping, fittings, valves, & Electrical Components not otherwise mentioned in
<br />previous 2 EA
<br />65 Vault for Duplex Stormwater Pumping Station (8' L x 16' W x 6.8' H)2 EA
<br />66 Vault piping, fittings & valves not otherwise mentioned in previous quantities (DIP FM)2 EA
<br />67 Pump Station electrical components 2 EA
<br />68 Portable Diesel 125 KW Generator 2 EA
<br />69 Provide 3-Phase Power at Each Station Allowance 2 EA $105,000 $210,000
<br />70 SCADA SYSTEM 2 EA
<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)
<br />STORMWATER PUMPING STATIONS (INCLUDING ALL PIPING, PUMPS, VALVE VAULTS, STRUCTURES, CONTROL PANELS, POWER HOOKUP, INCLUDING ALL NECESSARY INSTALLATION PROCEDURES AS
<br />DETERMINED BY THE CONTRACTOR AND FROM THE FOLLOWING ITEMS AND ACTIVITIES: SHEET PILING, COFFER DAMS, DEWATERING AND DEWATERING PERMITS, FORMS, PROTECTION OF EXCAVATION
<br />AT ALL TIMES, SPECIFIC TRAFFIC CONTROL AND SPECIFIC NOTICES TO ADJACENT PROPERTY OWNERS REGARDING CLOSURES (IF APPLICABLE) AND INCONVENIENCES. FURNISH ALL MATERIALS, EQUIPMENT AND
<br />LABOR NECESSARY TO INSTALL ALL STORMWATER PUMP STATION ELECTRICAL, COORDINATION WITH FPL FOR NEW SERVICE DROP, POWER VERIFICATION, AND INSTRUMENTATION WORK. INCLUDING,
<br />BUT NOT LIMITED TO: PUMP CONTROL PANEL, STARTERS, CABINETS, SCADA-PLC, CONDUITS, WIRE CABLES, PULL BOXES, POWER RECEPTACLES, SWITCHES, BREAKERS, REINFORCED CONCRETE
<br />EQUIPMENT PAD, AND ALL NECESSARY ELECTRICAL CIRCUITS. STRUCTURAL ELEMENTS OR ACTIVITIES SHALL BE PERFORMED USING THE SERVICES OF A FLORIDA REGISTERED PROFESSIONAL
<br />ENGINEER TO DEVELOP, CERTIFY, SIGN AND SEAL PLANS FOR THE PUMP STATION STRUCTURES AND SPECIFICALLY FOR ACTIVITIES SUCH AS: FORM PLACEMENT AND REMOVAL OF STEEL SIZE AND
<br />PLACEMENT, POURING METHODS FOR THE SPECIFIC MASS OF CONCRETE, CONCRETE CURING, AND PROTECTION METHODS. INCLUDE ALL COST FOR SURVEYING AND AS-BUILT PREPARATION,
<br />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 />OVEREXCAVATION, DISPOSAL, NEW FILL ITEMS
<br />FORCE MAIN ITEMS
<br />OVEREXCAVATION, DISPOSAL, NEW FILL ITEMS SUB-TOAL (45 - 51)
<br />FORCE MAIN ITEMS SUB-TOAL (52 - 62)
<br />THE PRICE FOR EACH SHALL INCLUDE BUT NOT BE LIMITED TO ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL AND CONSTRUCT THESE ITEMS IN ACCORDANCE WITH THESE
<br />CONTRACT DOCUMENTS TO COVER OVEREXCAVATION WITH DISPOSAL OF UNSUITABLE MATERIAL WITH THE ADDITION OF NEW FILL.
<br />WITH THE EXCEPTION OF THE FINAL ASPHALT OVERLAY, THE PRICE FOR EACH CONSTRUCTION ITEM SHALL INCLUDE BUT NOT BE LIMITED TO ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL
<br />AND CONSTRUCT THESE ITEMS IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS WHICH INCLUDE ALL SAW CUTTING, ASPHALT REMOVAL AND DISPOSAL, EXCAVATION, DE-WATERING WHERE
<br />POSSIBLE, DE-WATERING & NPDES PERMITS, INCLUDING THE REQUIRED CONSTRUCTION BEST MANAGEMENT PRACTICES TO MAINTAIN TURBIDITY WITHIN THE REQUIRED NPDES STANDARDS DURING THE
<br />DURATION OF THE PROJECT, BEDDING MATERIAL, BACKFILL BASE MATERIAL, SODDING, CURBING, SIDEWALK, BACKFILL LIMEROCK BASE MATERIAL, COMPACTION, MATERIAL TO BE RESTORED TO SAME
<br />ELEVATION AS EXISTING ASPHALT PAVEMENT (GRADE TO SLOPE) GRADING, TESTING, INSPECTIONS AND ANY OTHER MISCELLANEOUS WORK.
<br />PUMP STATION ITEMS
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