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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 />THE PRICE FOR EACH DRAINAGE PIPE CONSTRUCTION ITEM SHALL INCLUDE BUT NOT BE LIMITED TO ALL LABOR, EQUIPMENT AND MATERIALS NECESSARY TO INSTALL AND CONSTRUCT THESE ITEMS IN
<br />ACCORDANCE WITH THESE CONTRACT DOCUMENTS WHICH INCLUDE ALL SAW CUTTING, ASPHALT REMOVAL AND DISPOSAL, EXCAVATION, DE-WATERING WHERE POSSIBLE, DE-WATERING & NPDES
<br />
<br />PERMITS, INCLUDING THE REQUIRED CONSTRUCTION BEST MANAGEMENT PRACTICES TO MAINTAIN TURBIDITY WITHIN THE REQUIRED NPDES STANDARDS DURING THE DURATION OF THE PROJECT,
<br />BEDDING MATERIAL, BACKFILL BASE MATERIAL, SODDING, CURBING, SIDEWALK, BACKFILL LIMEROCK BASE MATERIAL, COMPACTION, MATERIAL TO BE RESTORED TO SAME ELEVATION AS EXISTING ASPHALT
<br />PAVEMENT (GRADE TO SLOPE) GRADING, TESTING, INSPECTIONS AND ANY OTHER MISCELLANEOUS WORK.
<br />3718" A2000 PVC69LF
<br />24" A2000 PVC6488LF
<br />38
<br />30" A2000 PVC1306LF
<br />39
<br />36" A2000 PVC1364LF
<br />40
<br />48" RCP275LF
<br />41
<br />72" RCP6LF
<br />42
<br />4396" RCP6LF
<br />8' x 6' Concrete Box Culvert8LF
<br />44
<br />STORMWATER PIPES ITEMS SUB-TOTAL (37 - 44)
<br />$
<br />OVEREXCAVATION, DISPOSAL, NEW FILL ITEMS
<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 />
<br />CONTRACT DOCUMENTS TO COVER OVEREXCAVATION WITH DISPOSAL OF UNSUITABLE MATERIAL WITH THE ADDITION OF NEW FILL.
<br />Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 18" Pipe69LF
<br />45
<br />Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 24" Pipe6488LF
<br />46
<br />Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 30" Pipe1306LF
<br />47
<br />Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 36" Pipe1364LF
<br />48
<br />49Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 48" Pipe275LF
<br />Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 72" Pipe6LF
<br />50
<br />Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 96" Pipe or 8' x 6' Box Culvert14LF
<br />51
<br />OVEREXCAVATION, DISPOSAL, NEW FILL ITEMS SUB-TOAL (45 - 51)
<br />$
<br />FORCE MAIN ITEMS
<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 />
<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 />5230" DIP FM552LF
<br />42" DIP FM80LF
<br />53
<br />42" x 30" DIP Reducer2EA
<br />54
<br />30" - 45 Deg DIP Bend10EA
<br />55
<br />30" x 30" DIP Tee1EA
<br />56
<br />30" x 30" DIP "True" Wye1EA
<br />57
<br />5830" x 18" Reducer4EA
<br />18" DIP56LF
<br />59
<br />18" Resilient Wedge Flanged Gate Valve4EA
<br />60
<br />18" Swing Type Lever & Weight Flanged Check Valve4EA
<br />61
<br />18" - 45 Deg DIP Bend4EA
<br />62
<br />FORCE MAIN ITEMS SUB-TOAL (52 - 62)
<br />$
<br />PUMP STATION ITEMS
<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
<br /> 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 />
<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 />
<br />LABOR NECESSARY TO INSTALL ALL STORMWATER PUMP STATION ELECTRICAL, COORDINATION WITH FPL FOR NEW SERVICE DROP, POWER VERIFICATION, AND INSTRUMENTATION WORK. INCLUDING,
<br />
<br />BUT NOT LIMITED TO: PUMP CONTROL PANEL, STARTERS, CABINETS, SCADA-PLC, CONDUITS, WIRE CABLES, PULL BOXES, POWER RECEPTACLES, SWITCHES, BREAKERS, REINFORCED CONCRETE
<br />
<br />EQUIPMENT PAD, AND ALL NECESSARY ELECTRICAL CIRCUITS. STRUCTURAL ELEMENTS OR ACTIVITIES SHALL BE PERFORMED USING THE SERVICES OF A FLORIDA REGISTERED PROFESSIONAL
<br />
<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
<br /> 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 />
<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.
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