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Last Updated | 01/31/2020 06:06 AM |
Project Title | Erie County Group 201 |
Physical Address | View project details and contacts |
City, State (County) | PA (Erie 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 | $1,000,000 to $2,499,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | For milling and resurfacing with warm mix Superpave asphalt mixtures, drainage, guide rail, ADA ramp construction, and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 0005, in Erie County Millcreek Township and City of Erie from approximately segment 0400 offset 1080 to approximately segment 0480 offset 0580. 0311-0437 Ton 3.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0316-0437 Ton 278.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 4316-0437 Ton 70.000 01 n Yes e, f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix Trans 0405-0001 Dollar 29,000.000 $1.00 $29,000.00 01 y x Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive 0411-2495 Ton 4,430.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-4491 Ton 6.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Rps, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-e 0460-0001 Square Yard 257,597.000 01 n f4 Bituminous Tack Coat 4469-0001 Linear Foot 73,983.000 01 n Yes f2 Std Longitudinal Joint Sealing For New Pavement Surfaces Custom Modified 0491-0019 Square Yard 128,798.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0515-0001 Linear Foot 750.000 01 n g1, g4 Sawing And Sealing Of Bituminous Overlays 0601-5901 Linear Foot 147.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" e 4601-7014 Linear Foot 154.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life Includes Excavation o 4601-0973 Linear Foot 154.000 01 n Yes h Std 18" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life Includes Excavation e 4601-7058 Linear Foot 60.000 01 n Yes h Std 36" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, 100 Year Design Life Includes Excavation o 4601-0977 Linear Foot 60.000 01 n Yes h Std 36" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life Includes Excavation 0605-1300 Each 6.000 01 n c1, h1 Cleaning Drainage Structures 0605-2401 Set 1.000 01 n k Manhole Frame And Cover 0605-2771 Set 2.000 01 n k Type c Frame And Bicycle Safe Grate 0605-2781 Set 1.000 01 n k Type m Frame And Bicycle Safe Grate 4605-2850 Each 1.000 01 n Yes k Proj Standard Inlet Box, Height < /= 10` Modified 0606-0050 Set 4.000 01 n c1, k Grade Adjustment Of Existing Inlets 0606-0150 Set 3.000 01 n c1, k Grade Adjustment Of Existing Manholes 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 02 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0619-0459 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 5.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 4.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 225.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 63.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 63.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 63.000 01 n j Type 31-Scc Guide Rail 0620-1645 Linear Foot 50.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 4.000 01 n j Type 31-Strong Post In-Line Anchor 0630-0001 Linear Foot 10.000 01 n k Plain Cement Concrete Curb 0630-0010 Linear Foot 43.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 4676-0001 Square Yard 45.000 01 n Yes k Std Cement Concrete Sidewalk For Ada Curb Ramps 4676-0002 Square Yard 110.000 01 n Yes k Std Cement Concrete Sidewalk 6" Depth 0689-0001 Lump Sum 1.000 01 n x Narrative Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0695-0002 Square Foot 20.000 01 n k Detectable Warning Surface, Cast Iron 0695-0004 Square Foot 10.000 01 n k Detectable Warning Surface, Polymer Composite 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0937-0105 Each 1.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 10.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 4956-0101 Linear Foot 5,118.000 01 n Yes p8 Std Loop Sensor Installation 0960-0005 Linear Foot 8,385.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 622.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 318.000 01 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0222 Each 11.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12` - 0" x 3` - 0" 0960-0224 Each 93.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0962-1000 Linear Foot 33,960.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 166,647.000 01 n o 4" Yellow Waterborne Pavement Markings 9000-0001 Ton 150.000 01 n f1 Proj Superpave Asphalt Mixture Design, Flexible Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, Pipe Replacement 9000-0002 Linear Foot 15,637.000 01 n o2 Proj 6" Recessed White Reflective Pavement Marking 9000-0003 Ton 11,491.000 01 n f Proj Superpave Asphalt Mixture Design, Wma Wearing Course, Rps, Pg 76-22, 0.3 To <3 Million Esals, 9.5 Mm Mix, Srl-e 9000-5001 Each 3.000 01 n x Std Preparation Of Working Drawings For Concrete Curb Ramps 9000-6174 Dollar 48,000.000 $1.00 $48,000.00 01 y x Proj Evaluation Of Overall Lot Pay Factor And Payment Of Incentive |
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