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Last Updated | 03/25/2020 05:14 AM |
Project Title | Bridge Structural Repairs and Related Work (Including Painting) BR No M-30-008=R-13-018 (Steel) Interstate 90 Over US Route 20, Westfield River and the CSX Railroad |
Physical Address | View project details and contacts |
City, State (County) | Montgomery, Russell, Westfield, MA 01085 (Hampden County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Bridge |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | $37,406,000 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | "1.000","Ls","Schedule Of Operations - Fixed Price $145000","100." "46.000","Ea","Bearing Replacement","106.102" "46000.000","Sf","Clean And Paint Structural Steel (3 Coat Sytem)","106.303" "20000.000","Sf","Clean And Paint Structural Steel (Calcium Sulfonate)","106.304" "1.000","Ls","Temporary Sway And Lateral Bracing","106.871" "24.000","Ea","Jacking And Shoring Existing Truss Chord","106.872" "450.000","Ft","Pressure Injection Of Cracks","107.855" "18.000","Ea","Structural Steel Repair - Type i","107.971" "69.000","Ft","Structural Steel Repair - Type Ii","107.972" "520.000","Ft","Structural Steel Repair - Type Iii","107.973" "2900.000","Ft","Structural Steel Repair - Type Iv","107.974" "560.000","Ft","Structural Steel Repair - Type v","107.975" "780.000","Ft","Structural Steel Repair - Type Vi","107.976" "240.000","Ft","Structural Steel Repair - Type Vii","107.977" "1990.000","Ft","Structural Steel Repair - Type Viii","107.978" "160.000","Ft","Structural Steel Repair - Type Ix","107.979" "240.000","Ft","Structural Steel Repair - Type x","107.980" "640.000","Ft","Structural Steel Repair - Type Xi","107.981" "200.000","Ft","Structural Steel Repair - Type Xii","107.982" "2200.000","Ea","Rivet Replacement With High Strength Bolts","107.983" "800.000","Ft","Girder Flange Repairs","107.984" "29000.000","Lb","Structural Steel Repair - Type Xiii","107.985" "1.000","Ls","Demolition Of Deck Slab Of Bridge No. m-30-008 = r-13-018 (4gt)","113.1" "960000.000","Lb","Removal Of Damaged Truss Members Of Bridge No. m-30-008 = r-13-018 (4gt)","114.4" "20.000","Cy","Reinforced Concrete Excavation For Repairs","127.12" "500.000","Sy","Reinforced Concrete Deck Excavation (Full Depth)","127.4" "80.000","Cy","Reinforced Concrete Deck Excavation (Partial Depth)","127.41" "11100.000","Sy","Bridge Pavement Excavation","129.6" "390.000","Cy","Bridge Excavation","140." "30.000","Cy","Test Pit For Exploration","141.1" "40.000","Cy","Class b Rock Excavation","144." "130.000","Cy","Gravel Borrow","151." "40.000","Cy","Gravel Borrow For Bridge Foundation","151.1" "35.000","Cy","Gravel Borrow For Backfilling Structures And Pipes","151.2" "580.000","Sy","Fine Grading And Compacting - Subgrade Area","170." "1.000","Ls","Environmental Health And Safety Program","180.01" "80.000","Hr","Personal Protection Level c Upgrade","180.02" "7.000","Ton","Disposal Of Treated Wood Products","184.1" "12.000","Ea","Drainage Structure Adjusted","220." "12.000","Ea","Large Hook Lock Bar Grate – Furnished And Installed","222.4" "12.000","Ea","Frame And Grate (Or Cover) Removed And Discarded","223.2" "14.000","Cy","Removal Of Drainage Structure Sediment","227.3" "300.000","Ft","Removal Of Drainage Pipe Sediment","227.31" "100.000","Cy","Dense Graded Crushed Stone For Sub-Base","402." "8400.000","Sy","Pavement Micro Milling","415.3" "1260.000","Ton","Superpave Surface Course - 12.5 Polymer (Ssc - 12.5 - p)","450.231" "80.000","Ton","Superpave Intermediate Course - 19.0 (Sic - 19.0)","450.32" "80.000","Ton","Superpave Intermediate Course - 19.0 Polymer (Sic - 19.0 - p)","450.321" "130.000","Ton","Superpave Base Course - 37.5 (Sbc - 37.5)","450.42" "1100.000","Ton","Superpave Bridge Surface Course - 12.5 Polymer (Ssc-b - 12.5 - p)","450.611" "40.000","Ton","Hma For Patching","451." "1790.000","Gal","Asphalt Emulsion For Tack Coat","452." "15200.000","Ft","Hma Joint Sealant","453." "10.000","Ton","Asphalt Mixtures For Temporary Work","472." "4200.000","Ft","Milled Rumble Strip","477." "200.000","Ft","Granite Curb Type Va4 - Straight","504." "1550.000","Ft","Guardrail, Tl-3 (Single Faced)","620.13" "3.000","Ea","Trailing Anchorage","627.1" "3.000","Ea","Guardrail Tangent End Treatment, Tl-3","627.83" "3.000","Ea","Transition To Nchrp 350 Guardrail","628.21" "4.000","Ea","Transition To Bridge Rail","628.24" "1.000","Ea","Transition To Thrie Beam","628.25" "1010.000","Ft","Precast Concrete Median Barrier - Double Faced","629.2" "1850.000","Ft","Highway Guard Removed And Discarded","630.2" "12.000","Ea","Silt Sack","697.1" "3.000","Ea","Steel Bollard","707.8" "58.000","Mo","Engineers Field Office And Equipment (Type a)","740." "1.000","Ls","Mobilization","748." "2010.000","Ft","Sediment Control Barrier","767.121" "1850.000","Ft","Pavement Milling Mulch Under Guard Rail","769." "6300.000","Ft","2 Inch Electrical Conduit Type Nm - Plastic (Ul)","804.2" "1560.000","Ft","3 Inch Electrical Conduit Type Nm - Plastic -(Ul)","804.3" "4.000","Ea","Electric Handhole - Sd2.022","811.22" "12.000","Ea","Electric Handhole Adjusted","811.37" "18.000","Ea","Junction Box 12 x 12 x 10 Inches","811.63" "12.000","Ea","Light Standard Foundation Sd3.012","812.12" "28680.000","Ft","Wire Type 7 No. 6 General Purpose","813.32" "4785.000","Ft","Wire Type 10 - #8 Grounding And Bonding","813.52" "14.000","Ea","Relocation Of Existing Bridge Lighting","820.105" "26.000","Ea","Steel Highway Lighting Pole - 40' Height","821.105" "26.000","Ea","Highway Lighting Luminarire Led","823.111" "26.000","Ea","Highway Lighting Pole And Luminaire Removed And Stacked","823.71" "1.000","Ls","Electric Meter Pedestal","823.99" "6.000","Ea","Delineation For Guard Rail Termini","833.7" "200.000","Day","Traffic Cones For Traffic Management","851.1" "880.000","Sf","Safety Signing For Traffic Management","852." "22660.000","Ft","Temporary Barrier Removed And Reset","853.21" "6820.000","Ft","Temporary Barrier - Limited Deflection (Tl-3)","853.33" "200.000","Day","Truck Mounted Attenuator","853.403" "2.000","Ea","Temp.Imp.Attenuator For Median, Incapable Of Redirection","853.43" "2.000","Ea","Temp.Imp.Attenuator For Median,Incapable Of Redirection, r&r","853.431" "360.000","Day","Temporary Illumination For Work Zone","853.8" "61550.000","Ft","Temporary Paving Markings - 6 Inch (Painted)","854.016" "22650.000","Sf","Pavement Marking Removal","854.1" "1300.000","Day","Arrow Board","856." "1300.000","Day","Portable Changeable Message Sign","856.12" "8700.000","Day","Reflectorized Drum","859." "720.000","Day","Reflectorized Drums With Sequential Flashing Warning Lights","859.1" "20.000","Ea","Slotted Pavement Marker One-Way White","864.31" "6350.000","Ft","6 Inch Wet Reflective Recessed White Line (Polyurea)","868.206" "5050.000","Ft","6 Inch Wet Reflective Recessed Yellow Line (Polyurea)","869.206" "48.000","Ea","Traffic Sign Removed And Reset","874.2" "10.000","Cy","4000 Psi, 3/8 Inch, 660 Cement Concrete","905." "177.000","Cy","5000 Psi, 3/8 Inch, 710 Hp Lightweight Cement Concrete","905.21" "2175.000","Sf","Cementitious Mortar For Patching","909.2" "1600.000","Lb","Steel Reinforcement For Structures - Epoxy Coated","910.1" "955.000","Ea","Mechanical Reinforcing Bar Splicer","910.4" "1.000","Ls","Alteration To Bridge Structure No. m-30-008 = r-13-018 (4gt)","992.1" "116600.000","Sf","Temporary Protective Shielding","994.1" |
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