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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 />102 WATER SERVICE CONNECTION (4" DIP) (PER FIG 216)44 EA
<br />103 FIRE SERVICE CONNECTION (6" DIP) (PER FIG 216) (NOT SHOWN ON PLANS)44 EA
<br />104 8" STEEL PIPE (INCLUDES ALL BENDS, FITTINGS, STRAPS, AND ANY OTHER EQUIPMENT OR MATERIAL)350 LF
<br />105 4" DIP (INCLUDES ALL BENDS AND FITTINGS)20 LF
<br />106 6" DIP (INCLUDES ALL BENDS AND FITTINGS)700 LF
<br />107 8" DIP (INCLUDES ALL BENDS AND FITTINGS)11400 LF
<br />108 12" DIP (INCLUDES ALL BENDS AND FITTINGS)10 EA
<br />109 AIR RELEASE VALVE 5 EA
<br />110 6" GATE VALVE 30 EA
<br />111 8" GATE VALVE 17 EA
<br />112 FIRE HYDRANT ASSEMBLY (PER FIG 307)30 EA
<br />113 CUT-IN CONNECTION TO EXISTING WATERMAIN 3 EA
<br />114 REMOVAL OF EXISTING HYDRANTS 30 EA
<br />115 REMOVAL OF EXISTING ASBESTOS CEMENT PIPE 810 LF
<br />116 CAP AND GROUT FILL WATERMAINS ABANDONDED WATERMAINS 6" AND LARGER 80 BCY
<br />117 8" REINFORCE SLAB (PER FIG 209) FOR USE WITH WATERMAINS WITH LESS THAN 2.5' COVER 2400 SQF
<br />118 GEOTEXTILE FABRIC (TENSAR TX5)15000 SY
<br />119 6" LINE STOP 12 EA
<br />120 8" LINE STOP 12 EA
<br />121 12" LINE STOP 12 EA
<br />122 SAMPLE POINTS 20 EA
<br />123 WATER PERMIT FEE 1 EA $10,000 $10,000
<br />$
<br />124 TREE REMOVAL AND REPLACEMENT (INCLUDES COORDINATION AND PERMITTING WITH MD-RER AND ANY
<br />PROFESSIONAL SERVICE, COMPLIANCE WITH ENDANGARED SPECIES ACT AND INSTALLATION OF ROOT BARRIER)
<br />50 EA
<br />$
<br />$
<br />$
<br />WATERMAIN REPLACEMENT TOTAL (96 - 124)
<br />GRAND BID TOTAL (ITEMS 1 - 124)
<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, EXCAVATION TRENCH AND EXISTING UTILITY SHEETING, SHORING, BRACING, SUPPORT & STABILIZATION & NPDES PERMITS, INCLUDING THE REQUIRED CONSTRUCTION BEST
<br />MANAGEMENT PRACTICES TO MAINTAIN TURBIDITY WITHIN THE REQUIRED NPDES STANDARDS DURING THE DURATION OF THE PROJECT, BEDDING MATERIAL, BACKFILL BASE MATERIAL, SODDING, CURBING,
<br />SIDEWALK, BACKFILL, LIMEROCK BASE MATERIAL, COMPACTION, MATERIAL TO BE RESTORED TO SAME ELEVATION AS ADJACENT GRADE, TESTING, INSPECTIONS, AND ANY OTHER MISCELLANEOUS WORK.
<br />BID PRICE SHALL INCLUDE SALTWATER INTRUSSION AND CORROSIVE SOIL PROTECTION, PROTECTION FROM HYDROCARBON CONTAMINATION, COMPLIANCE WITH GEOTECHNICAL RECOMENDATIONS, JOINT
<br />RESTRAINTS, ANY AND ALL TYPES OF BENDS AND FITTINGS REQUIRED FOR SUCESSFULL INSTALLATION, UTILITY/OWNER COORDINATION, 1" OF TEMPORARY SACRIFICAL ASPHALT TO BE MILLED AS PART OF ITEM
<br />13.
<br />WATERMAIN ITEMS SUB-TOTAL (102-123)
<br />MISCELLANEOUS ITEMS SUB-TOAL (124 - 124)
<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 />WITH THESE CONTRACT DOCUMENTS WHICH INCLUDE ALL SAW CUTTING, ASPHALT REMOVAL AND DISPOSAL, EXCAVATION, DE-WATERING, DE-WATERING & NPDES PERMITS, BEDDING MATERIAL,
<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 />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 />EXCAVATIONS EXCEED TEN (10) FEET IN DEPTH.
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