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ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL 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 LUMP SUM AND/OR UNIT PRICES. 2. BIDS SHALL INCLUDE SALES TAX AND ALL OTHER APPLICABLE TAXES AND FEES. 3. BIDDER IS TO INCLUDE FULL RESTORATION COSTS INTO THEIR UNIT PRICES EXCEPT FOR THE FINAL ASPHALT OVERLAY INVITATION TO BID NO. 23-10-01 JOINT PROCUREMEMT $ 71 Connect Existing Drainage Pipe to Proposed Drainage Structure 65 EA 72 Connect Proposed Storm Pipe to Existing Drainage Structure 9 EA 73 Connect Dissimilar storm pipe (24") with MarMac pipe coupler or approved equal 1 EA 74 Pipe lining of existing storm up 24" Diameter 1,000 LF 75 Hydroseal of existing joints where directed 50 EA 76 Remove Existing P-5 Inlet to Plug west pipe & Reinstall Inlet 1 EA 77 5' Wide Concrete SW at South Pump Station w/Detectable Warning Surface min 6" thick 31 SY 78 Field verify existing inlet and replace w/New Top Slab w/USF 4615-6210 1 EA 79 12" SS Split Casing Sleeve for 8" WM 1 EA 80 12" SS Split Casing Sleeve for 8" SS 3 EA 81 Core existing seawall & Install Proposed 42" Outfall Pipe 2 EA 82 Remove and replace trees, pavers, pavement, irrigation and sod for outfalls 2 LS 83 36" Tideflex Checkmate Valve 1 LS 84 Manatee Grate for 42" Outfall 2 EA 85 Install Rip-Rap w/12" Dia Stone w/Geofabric (or approved equal)64 SY 86 Deflection of Existing Buried Electric ("SL")5 EA 87 Deflection of Existing Gas 1 EA 88 4" WM Deflection - 80 LF 1 EA 89 6" WM Deflection 1 EA 90 8" WM Deflection 6 EA 91 Water Service Relocation 8 EA 92 SS Lateral Relocation 1 EA 93 Rental of 2 temporary 6000 gpm pumps to provide backup for storm protection 12 MTHS 94 Hourly Crew Rate 100 HR 95 City Permit fee 1 EA $10,000 $10,000 $ TOTAL FOR STORM DRAINAGE PROJECT $ WATERMAIN REPLACEMENT PROJECT 96 1 inch Milling 5,100 SY 97 1 inch of Asphalt Overlay (SP-9.5)5,100 SY $ 98 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 4" Pipe 20 LF 99 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 6" Pipe 700 LF 100 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 8" Pipe 3800 LF 101 Up to 3ft of Overexcavation & Disposal of Unsuitable Material with new fill for 12" Pipe 10 LF $ OVEREXCAVATION, DISPOSAL, NEW FILL ITEMS 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 CONTRACT DOCUMENTS TO COVER OVEREXCAVATION WITH DISPOSAL OF UNSUITABLE MATERIAL WITH THE ADDITION OF NEW FILL. PUMP STATION ITEMS SUB-TOAL (63 - 70) 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 DOCUMENTS WHICH INCLUDE ALL SAW CUTTING, ASPHALT REMOVAL AND DISPOSAL, EXCAVATION, DE-WATERING, DE-WATERING & NPDES PERMITS, BEDDING MATERIAL, BACKFILL BASE MATERIAL, BACKFILL LIMEROCK 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 COMPENSATION SHALL BE MADE FOR CHANGES IN ALIGNMENT OR GRADE TO AVOID EXISTING INFRASTRUCTURE UNLESS THE EXCAVATIONS EXCEED TEN (10) FEET IN DEPTH. WATERMAIN ITEMS MISCELLANEOUS ITEMS SUB-TOAL (71 - 95) MISCELLANEOUS ITEMS ROADWORK ITEMS 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 CONTRACT DOCUMENTS. BID PRICE INCLUDES TRAFFIC LOOP REPLACEMENT, IF NEED (INCLUDES ALL PROFESSIONAL WORK AND PERMITTING). ROADWORK ITEMS SUB-TOAL (96 - 97) OVEREXCAVATION, DISPOSAL, NEW FILL ITEMS SUB-TOAL (98 - 101)