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Last Updated 04/13/2020 08:57 AM
Project Title

Sharon-Bethel IM 089-1 (66)

Physical Address View project details and contacts
City, State (County) Bethel, Sharon, VT 05065   (Windsor County)
Category(s) Heavy and Highway
Sub-Category(s) Paving/Reconstruction
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value $5,000,000 to $10,000,000
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

Work to be Performed under this Project includes Surface Preparation Involving Patching, Pot Hole Repair, Crack Sealing, Fine-Milling and Inlaying with a Thin Bituminous Concrete Wearing Surface on the Existing Interstate Typical, Pavement Markings, Guardrail Rehabilitation, and other Related Highway Items. Location: Route 89 (Northbound) for a Distance of Approximately 69,162.72 Ft (13.099 Miles) to MM 25.344 in the Town of Bethel, with Gaps Totaling Approximately 4,123. 68 Ft (0.781 Miles). Beginning in the Town of Sharon at MM 12.245 and Extending Northerly along Interstate Route 89 (Southbound) for a Distance of Approximately 69,484.80 Ft (13.160 Miles) to MM 25.405 in the Town of Bethel, with Gaps Totaling Approximately 4,092.00 Ft (0.775 Miles). 203.30 0005 Earth Borrow 100.000 Cy 203.40 0010 Shoulder Berm Removal 94,900.000 Lf 204.22 0015 Trench Excavation Of Earth, Exploratory (n.a.b.i.) 1.000 Cy 210.12 0020 Fine-Milling, Bituminous Pavement 496,000.000 Sy 213.10 0025 Milled Rumble Strips (Edgeline) 125,000.000 Lf 404.65 0030 Emulsified Asphalt 1,800.000 Cwt 406.28 0035 Air Voids Pay Adjustment (n.a.b.i.) (Stone Matrix Bcp) 1.000 Lu 406.28 0040 Air Voids Pay Adjustment (n.a.b.i.) (Superpave Type Ivs) 1.000 Lu 406.29 0045 Mat Density Pay Adjustment (n.a.b.i.) (Superpave Type Ivs) 1.000 Lu 406.30 0050 Surface Tolerance Pay Adjustment (n.a.b.i.) 1.000 Lu 406.31 0055 Longitudinal Joint Compaction Pay Adjustment (n.a.b.i.) (Stone Matrix Bcp) 1.000 Lu 406.31 0060 Longitudinal Joint Compaction Pay Adjustment (n.a.b.i.) (Superpave Type Ivs) 1.000 Lu 406.35 0065 Superpave Bituminous Concrete Pavement 14,700.000 Ton 406.45 0070 Bituminous Concrete Pavement Surface Preparation 130.000 Ton 406.50 0075 Price Adjustment, Asphalt Cement (n.a.b.i.) 1.000 Lu 407.15 0080 Bonded Wearing Course 273,000.000 Sy 407.16 0085 Polymer-Modified Emulsified Asphalt 5,800.000 Cwt 417.20 0090 Bituminous Crack Sealing, "Blow And Go" Method 61,800.000 Lb 418.10 0095 Asphaltic Approach Material 1,025.000 Sf 516.10 0100 Bridge Expansion Joint, Asphaltic Plug 650.000 Lf 580.20 0105 Rapid Setting Concrete Repair Material With Coarse Aggregate 10.000 Cf 604.40 0110 Changing Elevation Of Drop Inlets, Catch Basins, Or Manholes 37.000 Each 604.412 0115 Rehab. Drop Inlets, Catch Basins, Or Manholes, Class i 5.000 Each 604.415 0120 Rehab. Drop Inlets, Catch Basins, Or Manholes, Class Ii 2.000 Each 608.25 0125 All Purpose Excavator Rental, Type i 370.000 Hr 608.30 0130 Power Broom Rental, Type i 180.000 Hr 608.31 0135 Power Broom Rental, Type Ii 300.000 Hr 608.37 0140 Truck Rental 740.000 Hr 608.45 0145 Truck-Mounted Attenuator 230.000 Hr 608.50 0150 Truck-Mounted Attenuator, Awv/Pv 115.000 Hr 613.10 0155 Stone Fill, Type i 10.000 Cy 621.20 0160 Steel Beam Guardrail, Galvanized 450.000 Lf 621.218 0165 Traffic Barrier Delineator 3,100.000 Each 621.50 0170 Manufactured Terminal Section, Flared 6.000 Each 621.51 0175 Manufactured Terminal Section, Tangent 6.000 Each 621.60 0180 Anchor For Steel Beam Rail 12.000 Each 621.76 0185 Replace Guardrail Post Assembly 900.000 Each 621.77 0190 Replace Guardrail Beam Unit 1,600.000 Each 621.79 0195 Adjust Height Of Guardrail 9,500.000 Lf 621.80 0200 Removal And Disposal Of Guardrail 450.000 Lf 630.10 0205 Uniformed Traffic Officers 850.000 Hr 630.15 0210 Flaggers 3,300.000 Hr 631.10 0215 Field Office, Engineers 1.000 Ls 631.16 0220 Testing Equipment, Concrete 1.000 Ls 631.17 0225 Testing Equipment, Bituminous 1.000 Ls 631.26 0230 Field Office Communications (n.a.b.i.) 3,000.000 Dl 633.10 0235 Cpm Schedule 5.000 Each 635.11 0240 Mobilization/Demobilization 1.000 Ls 641.11 0245 Traffic Control, All-Inclusive 1.000 Ls 641.15 0250 Portable Changeable Message Sign 6.000 Each 646.620 0255 Temporary 6 Inch White Line 10,000.000 Lf 646.622 0260 Temporary 6 Inch White Line, Paint 178,000.000 Lf 646.632 0265 Temporary 6 Inch Yellow Line, Paint 140,000.000 Lf 646.672 0270 Temporary 12 Inch Yellow Line, Paint 4,300.000 Lf 646.682 0275 Temporary 24 Inch Stop Bar, Paint 160.000 Lf 646.692 0280 Temporary Letter Or Symbol, Paint 56.000 Each 646.76 0285 Line Striping Targets 28,500.000 Each 651.15 0290 Seed 30.000 Lb 651.18 0295 Fertilizer 150.000 Lb 651.20 0300 Agricultural Limestone 0.500 Ton 651.35 0305 Topsoil 40.000 Cy 653.10 0310 Hay Mulch 0.500 Ton 653.20 0315 Rolled Erosion Control Product, Type i 300.000 Sy 676.10 0320 Delineator With Steel Post 117.000 Each 676.12 0325 Removal Of Existing Delineator And Post 117.000 Each 690.50 0330 Price Adjustment, Fuel (n.a.b.i.) 1.000 Lu 900.635 0335 Special Provision (Cover Coat Material, Sand) 51,600.000 Lb 900.645 0340 Special Provision (Pavement Friction Testing) 1.000 Ls 900.645 0345 Special Provision (Smbcp Control Section) 1.000 Ls 900.650 0350 Special Provision (Mat Density Pay Adjustment, Smbcp)(n.a.b.i.) 1.000 Lu 900.680 0355 Special Provision (Stone Matrix Bituminous Concrete Pavement)(Type Iiism) 9,100.000 Ton 900.683 0360 Special Provision (Emulsified Asphalt Seal Coat) 1,100.000 Cwt 900.683 0365 Special Provision (Fog Seal Surface Treatment) 220.000 Cwt 402.12 Aa1 0370 Aggregate Shoulders 500.000 Ton 402.13 Aa2 0375 Aggregate Shoulders, Rap 500.000 Ton 646.422 Bb1 0380 Durable 6 Inch White Line, Thermoplastic 178,000.000 Lf 646.423 Bb2 0385 Durable 6 Inch White Line, Epoxy Paint 178,000.000 Lf 646.424 Bb3 0390 Durable 6 Inch White Line, Polyurea 178,000.000 Lf 646.432 Cc1 0395 Durable 6 Inch Yellow Line, Thermoplastic 140,000.000 Lf 646.433 Cc2 0400 Durable 6 Inch Yellow Line, Epoxy Paint 140,000.000 Lf 646.434 Cc3 0405 Durable 6 Inch Yellow Line, Polyurea 140,000.000 Lf 646.462 Dd1 0410 Durable 12 Inch White Line, Thermoplastic 4,300.000 Lf 646.463 Dd2 0415 Durable 12 Inch White Line, Epoxy Paint 4,300.000 Lf 646.464 Dd3 0420 Durable 12 Inch White Line, Polyurea 4,300.000 Lf 646.482 Ee1 0425 Durable 24 Inch Stop Bar, Thermoplastic 160.000 Lf 646.483 Ee2 0430 Durable 24 Inch Stop Bar, Epoxy Paint 160.000 Lf 646.484 Ee3 0435 Durable 24 Inch Stop Bar, Polyurea 160.000 Lf 646.492 Ff1 0440 Durable Letter Or Symbol, Thermoplastic 56.000 Each 646.493 Ff2 0445 Durable Letter Or Symbol, Epoxy Paint 56.000 Each 646.494 Ff3 0450 Durable Letter Or Symbol, Polyurea 56.000 Each

Details

Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 32 - Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 - Utilities, Storm Drainage Utilities, Storm Drainage Structures.
Division 34 - Transportation, Roadway Construction, Vehicle Barriers, Vehicle Guide Rails.

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Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents