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ITEM NO DESCRIPTION QUANTITY UNIT UNIT COST TOTAL 1 Mobilization and Demobilization 1 LS 2 General Conditions 1 LS 3 Bonding 1 LS 4 Overhead and Profit 1 LS 5 Maintenance of Traffic 1 LS 6 Survey Stakeout 1 LS 7 As-builts 1 LS 8 Density Testing 1 LS 9 Environmental Compliance (NPDES, SWPPP, Dewatering)1 LS 10 Desilt completed system pipes - post construction 1 LS 11 Desilt completed system structures - post construction 1 LS $ 12 Removal & Disposal of Existing 24" or Smaller Storm Pipe 4,228 LF 13 Plug Existing 24" or Smaller Storm Pipe 14 EA 14 Removal/Disposal of Existing Drainage Structure 40 EA 15 No Parking Striping w/two No Parking Signs adjacent to North Pump Station 1 LS 16 1 inch Milling 17,500 SY 17 1 inch of Asphalt Overlay (SP-9.5)28,000 SY $ 18 Type 7 Manhole w/48" Round Bottom & USF 580 43 EA 19 Type 7 Manhole w/48" x 48" Rect Bottom & USF 580 7 EA 20 Type 7 Manhole w/60" Round Bottom & USF 580 10 EA 21 Type 7 Manhole w/60" x 60" Rect Bottom & USF 580 2 EA 22 Type 7 Manhole w/72" Round Bottom & USF 580 1 EA 23 Type 7 Manhole w/144' Round Bottom w/48" Riser w/USF 580 1 EA 24 Type 7 Manhole w/72" Round Bottom w/48"Riser w/USF 580 1 EA 25 Type 7 Manhole w/72" x 72" Rect. Bottom & USF 580 w/48" Riser 2 EA 26 9' x 6' Manhole Control Structure W/USF 580 (2) & Concrete Weir (SWBX)1 EA 27 11' x 11' Manhole Control Structure W/USF 580 (2) & Concrete Weir (NWBX)1 EA 28 Type 7 Manhole w/72" x 48" Rect. Bottom & USF 580 3 EA 29 P-9 Curb Inlet 1 EA 30 P-6 Inlet w/48" Round Bottom 7 EA 31 Replace curb inlet w/New P-5 Inlet Top 3 EA 32 P-4 Inlet w/48" Round Bottom 1 EA 33 8' Diameter Downstream Defender 2 EA 34 60" Conflict Structure w/USF 580 for WM w/SS Split Casing 1 EA 35 60" Conflict Structure w/USF 580 for Sewer w/SS Split Casing 1 EA 36 6'x'4' Conflict Structure w/USF 580 for Sewer w/SS Split Casing 1 EA $ 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 THE LUMP SUM (LS) PRICES FOR ITEMS SHALL BE DONE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS AND ALL APPLICABLE FEDERAL, STATE, AND LOCAL REQUIREMENTS. COSTS FOR PRE-CONSTRUCTION SURVEY ARE TO BE INCORPORATED INTO ITEM 1 AS WELL AS PROJECT SIGN(S). THE LUMP SUM (LS) PRICE FOR (PHASED) CLEARING & STRIPPING SHALL INCLUDE BUT NOT BE LIMITED TO REMOVAL AND PROPER DISPOSAL OF EXISTING GROUND COVERINGS, ASPHALT PAVEMENT OF VARYING DEPTH, SIDEWALKS, CURB & GUTTER, CONCRETE PAVEMENT, LIMEROCK AND SUBGRADE (WHERE APPLICABLE), TREES AND/OR ALL OTHER ORGANIC MATERIAL FROM RIGHT OF WAY TO RIGHT OF WAY AS NECESSARY TO PERFORM THE WORK STIPULATED IN THESE CONTRACT DOCUMENTS. THE LUMP SUM PRICE SHALL ALSO INCLUDE BUT NOT BE LIMITED TO REMOVAL, PROTECTION, STORAGE AND REINSTALLATION OF BUS SHELTERS, EXISTING SIGNS, DECORATIVE STONE, LANDSCAPING, AND SPRINKLER SYSTEMS EXISTING WITHIN THE WORK ZONE. ALL ITEMS SHALL BE RESTORED TO AS EXISTING (SUCH AS EXISTING PAVERS) OR BETTER CONDITION AND AS PER PLANS. ROADWORK ITEMS STORMWATER STRUCTURES ITEMS STORMWATER PIPES ITEMS GENERAL ITEMS SUB-TOAL (1 - 11) ROADWORK ITEMS SUB-TOAL (12 - 17) STORMWATER STRUCTURES ITEMS SUB-TOTAL (18-36) 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. THE PRICE FOR EACH DRAINAGE STRUCTURE 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 WHERE APPLICABLE, DE-WATERING & NPDES PERMITS, INCLUDING THE REQUIRED CONSTRUCTION BEST MANAGEMENT PRACTICES TO MAINTAIN TURBIDITY WITHIN THE REQUIRED NPDES STANDARDS DURING THE DURATION OF THE PROJECT, BEDDING MATERIAL, BACKFILL BASE MATERIAL, SODDING, CURBING, SIDEWALK, 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. GENERAL ITEMS INVITATION TO BID NO. 23-10-01 JOINT PROCUREMEMT ADDENDUM # 5 REVISED BID PRICE SHEET 1/5/2024