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Last Updated | 02/19/2020 11:19 AM |
Project Title | 2 Bridge Replacements BR NOS G-12-052 and G-12-053 (Steel) Interstate 91 (NB and SB) Over the Pan AM Railroad |
Physical Address | View project details and contacts |
City, State (County) | Greenfield, MA 01301 (Franklin 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 | $18,875,365 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | "1.000","Ls","Schedule Of Operations - Fixed Price $97500","100." "5.500","a","Clearing And Grubbing","101." "200.000","Ft","Tree Trimming","102.1" "280.000","Hr","Control Of Invasive Plants Existing On Site","102.3" "60.000","Hr","Invasive Plant Management Strategy","102.33" "1.000","Ls","Demolition Of Superstructure Of Bridge No. g-12-052","114.1" "1.000","Ls","Demolition Of Superstructure Of Bridge No. g-12-053","114.2" "9100.000","Cy","Unclassified Excavation","120.1" "1189.000","Cy","Reinforced Concrete Excavation","127.1" "537.000","Cy","Reinforced Concrete Excavation At Existing Piles","127.2" "82.000","Sy","Reinforced Concrete Deck Excavation (Full Depth)","127.4" "22.000","Cy","Reinforced Concrete Deck Excavation (Partial Depth)","127.41" "3642.000","Cy","Bridge Excavation","140." "15.000","Cy","Class a Trench Excavation","141." "50.000","Cy","Test Pit For Exploration","141.1" "630.000","Cy","Class b Trench Excavation","142." "105.000","Cy","Class b Rock Excavation","144." "12.000","Ea","Drainage Structure Removed","146." "7000.000","Cy","Ordinary Borrow","150." "4900.000","Cy","Special Borrow","150.1" "3600.000","Cy","Gravel Borrow","151." "561.000","Cy","Gravel Borrow For Backfilling Structures And Pipes","151.2" "16.000","Cy","Controlled Density Fill - Non-Excavatable","153.1" "4500.000","Ton","Crushed Stone","156." "100.000","Cy","Gabions","157.1" "5100.000","Sy","Fine Grading And Compacting - Subgrade Area","170." "1.000","Ls","Environmental Health And Safety Program","180.01" "40.000","Hr","Personal Protection Level c Upgrade","180.02" "40.000","Hr","Licensed Site Professional Services","180.03" "15.000","Ea","Special Catch Basin","201.3" "7.000","Ea","Double Grate Catch Basin","201.7" "8.000","Ea","Manhole","202." "7.000","Ea","Drainage Structure Adjusted","220." "6.000","Ft","Drainage Structure Rebuilt","220.2" "7.000","Ea","Drainage Structure Change In Type","220.3" "8.000","Ea","Frame And Cover - Secured","221.1" "29.000","Ea","Frame And Grate - Massdot Bar Type","222." "12.000","Ea","Frame And Grate (Or Cover) Removed And Discarded","223.2" "10.000","Cy","Removal Of Drainage Structure Sediment","227.3" "130.000","Ft","Removal Of Drainage Pipe Sediment","227.31" "400.000","Ft","12 Inch Corrugated Metal Pipe 16 Gage","230.112" "640.000","Ft","12 Inch Reinforced Concrete Pipe","241.12" "10.000","Ea","12 Inch Reinforced Concrete Pipe Flared End","242.12" "150.000","Ft","12 Inch Reinforced Concrete Pipe Class Iv","243.12" "160.000","Ft","12 Inch Reinforced Concrete Pipe Class v","244.12" "50.000","Sy","Stone For Pipe Ends","258." "810.000","Ft","6 Inch Slot-Perforated Corrugated Plastic Pipe (Subdrain)","269.06" "1520.000","Ft","12 Inch Slot-Perforated Corrugated Plastic Pipe (Subdrain)","269.12" "710.000","Cy","Dense Graded Crushed Stone For Sub-Base","402." "15500.000","Sy","Pavement Micromilling","415." "35000.000","Lb","Calcium Chloride For Roadway Dust Control","440." "60.000","Mgl","Water For Roadway Dust Control","443." "1500.000","Ton","Superpave Intermediate Course - 19.0 (Sic - 19.0)","450.32" "1225.000","Ton","Superpave Base Course - 37.5 (Sbc - 37.5)","450.42" "235.000","Ton","Superpave Bridge Surface Course - 12.5 Polymer (Ssc-b - 12.5 - p)","450.611" "235.000","Ton","Superpave Bridge Protective Course – 12.5polymer (Spc-b - 12.5 - p)","450.711" "2600.000","Ton","Asphalt Rubber Gap Graded - 12.5 (Argg - 12.5)","450.80" "30.000","Ton","Hma For Patching","451." "2625.000","Gal","Asphalt Emulsion For Tack Coat","452." "1850.000","Ft","Hma Joint Sealant","453." "7300.000","Ft","Hot Mix Asphalt Berm, Type a - Modified","470.2" "25.000","Ton","Asphalt Mixtures For Temporary Work","472." "9500.000","Ft","Milled Rumble Strip","477." "8900.000","Ft","Milling And Filling Rumble Strip","477.01" "3600.000","Ft","Sawcutting Asphalt Pavement For Box Widening","482.5" "210.000","Ft","Granite Curb Type Vb - Straight","506." "250.000","Ft","Granite Edging Type Sb - Straight","511.1" "210.000","Ft","Curb Removed And Discarded","594." "750.000","Ft","Edging Removed And Discarded","597." "7350.000","Ft","Guardrail, Tl-3 (Single Faced)","620.13" "8.000","Ea","Transition To Nchrp 350 Guardrail","628.21" "8.000","Ea","Transition To Bridge Rail","628.24" "4.000","Ea","Transition To Thrie Beam","628.25" "8000.000","Ft","Highway Guard Removed And Discarded","630.2" "150.000","Ft","Fence Removed And Discarded","669.1" "460.000","Ft","Fence Removed And Reset","670." "40.000","Ea","Silt Sack","697.1" "6210.000","Sy","Geotextile Fabric For Separation","698.3" "48.000","Mo","Engineers Field Office And Equipment (Type a)","740." "1.000","Ls","Mobilization","748." "8.000","Ea","Emergency Response","748.1" "45.000","Cy","Loam Borrow","751." "35000.000","Sy","Compost Topdressing","751.72" "1.000","Ls","Npdes Stormwater Pollution Prevention Plan","756." "310.000","Sy","Seeding","765." "35.000","Sy","Seeding - Mid-Height Upland Native Mix - Full Sun","765.422" "26400.000","Sy","Seeding-Upland Tall Mix - Full Sun","765.431" "22800.000","Ft","Sediment Control Barrier","767.121" "5200.000","Sy","Composted Mulch For Riprap","767.77" "8000.000","Ft","Pavement Milling Mulch Under Guard Rail","769." "1000.000","Ft","8 Inch Electrical Conduit Type Nm - Plastic -(Ul)","804.8" "5.000","Ea","Electric Handhole - Sd2.022","811.22" "1200.000","Ft","(48) Strand Single Mode Fiber Optic Cable","813.521" "4.000","Ea","Fiber Optic Fusion Splice","813.92" "4.000","Ea","Fiber Optic Cable Testing","813.95" "70.000","Sf","Warning-Regulatory And Route Marker - Alum. Panel (Type a)","832." "205.000","Ea","Demountable Reflectorized Delineator - Guard Rail","833.5" "18.000","Ea","Sign Sup (n/Guide)+Rte Mkr w/1 Brkway Post Assembly - Steel","847.1" "360.000","Day","Traffic Cones For Traffic Management","851.1" "945.000","Sf","Safety Signing For Traffic Management","852." "1700.000","Ft","Temporary Barrier Removed And Reset","853.21" "4300.000","Ft","Temporary Barrier - Limited Deflection (Tl-3)","853.33" "540.000","Ft","Temporary Bridge Barrier - Limited Deflection (Tl-3)","853.34" "2.000","Ea","Temp.Imp.Attenuator For Shldr, Capable Of Redirection","853.42" "2.000","Ea","Temp.Imp.Attenuator For Shldr, Capable Of Redirection r&r","853.421" "30.000","Day","Temporary Illumination For Work Zone","853.8" "65000.000","Ft","Temporary Paving Markings - 6 Inch (Painted)","854.016" "1650.000","Ft","Temporary Paving Markings - 6 Inch (Tape)","854.036" "11300.000","Sf","Pavement Marking Removal","854.1" "1440.000","Day","Arrow Board","856." "2880.000","Day","Portable Speed Feedback Sign","856.11" "2880.000","Day","Portable Changeable Message Sign","856.12" "1.000","Ls","Real-Time Traffic Management For Work Zone","856.3" "94720.000","Day","Reflectorized Drum","859." "2560.000","Day","Reflectorized Drums With Sequential Flashing Warning Lights","859.1" "100.000","Ea","Slotted Pavement Marker One-Way White","864.31" "7800.000","Ft","6 Inch Wet Reflectorized Recessed White Line (Polyurea)","868.206" "8300.000","Ft","6 Inch Wet Reflectorized Recessed Yellow Line (Polyurea)","869.206" "5.000","Ea","Traffic Sign Removed And Reset","874.2" "18.000","Ea","Traffic Sign Removed And Discarded","874.8" "550.000","Cy","3000 Psi, 1.5 Inch, 470 Cement Concrete","903." "28.000","Cy","Rapid Setting Concrete","904.12" "4480.000","Lb","Steel Reinforcement For Structures - Epoxy Coated","910.1" "48.000","Ea","Mechanical Reinforcing Bar Splicer","910.4" "5050.000","Ft","Steel Pile Hp 10 x 42","942.101" "1.000","Ls","Cleaning And Measuring Existing Piles For Bridge No. g-12-052","942.21" "1.000","Ls","Cleaning And Measuring Existing Piles For Bridge No. g-12-053","942.22" "12.000","Ea","Dynamic Load Test By Contractor","948.41" "178.000","Ea","Pile Shoes","948.5" "1.000","Ls","Temporary Support Of Excavation Of Bridge No. g-12-052","950.51" "1.000","Ls","Temporary Support Of Excavation Of Bridge g-12-053","950.52" "1.000","Ls","Permanent Support Of Excavation For Bridge No. g-12-052","950.61" "1.000","Ls","Permanent Support Of Excavation For Bridge No. g-12-053","950.62" "2000.000","Lb","Miscellaneous Steel Repairs","960.904" "3725.000","Cy","Modified Rock Fill","983.52" "2725.000","Sy","Special Slope Paving Under Bridge - Option","987." "1.000","Ls","Temporary Protective Shielding Bridge No. g-12-052","994.01" "1.000","Ls","Temporary Protective Shielding Bridge No. g-12-053","994.02" "1.000","Ls","Bridge Structure, Bridge No. g-12-052 (Bpm)","995.01" "1.000","Ls","Bridge Structure, Bridge No. g-12-053 (Bpn)","995.02" |
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