Similar Projects
Last Updated | 02/18/2022 08:40 AM |
Project Title | Erie Group E21 |
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 | Asphalt Binder Overlay, Guiderail, Seal Coat, And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 1009, In Erie County From The Intersection With Sr 8 In Venango Township Then North 4.45 Miles To The Intersection With Sr 430 In Harborcreek Township. 0203-0004 Cubic Yard 2,176.000 03 n c1 Class 1b Excavation 0205-0390 Ton 70.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 2a 0313-0337 Ton 4,307.000 03 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0316-0337 Ton 675.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix e 0413-7007 Ton 9,434.000 01 n f Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix o 4413-0010 Ton 9,434.000 n Req f Std Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix - Modified High Rap Requirements 0413-9999 Dollar 13,000.000 $1.00 $13,000.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0003 Square Yard 67,782.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 6,674.000 01 n f4 Asphalt Prime Coat 0470-0322 Square Yard 68,392.000 01 n f4 Asphalt Seal Coat, Using Aashto No. 8 Aggregate, Srl-m 0491-0019 Square Yard 362.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 4501-0124 Square Yard 29.000 01 n Yes g Proj h.e.s. Plain Cement Concrete Pavement, 6" Depth Includes Excavation And Subbase 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0004 Lump Sum 1.000 02 n x Std Inspector's Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0619-0459 Each 9.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 4.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 1,812.500 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0595 Linear Foot 50.000 01 n j Structure Mounted Guide Rail 0620-0873 Each 1.000 01 n j Buried-In-Backslope Terminal, Double Panel 0620-0900 Each 8.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 1,525.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 38.000 01 n j Type 31-Sc Guide Rail 0620-1627 Linear Foot 75.000 01 n j Type 31-Sc Guide Rail With 8' Extra Length Posts 0620-1645 Linear Foot 38.000 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 4677-0002 Ton 140.000 01 n Yes c1, e Std Selected Material Surfacing Replace In Kind 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 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0937-0105 Each 14.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 23.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0321 Each 9.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Yellow Post With Yellow Sheeting 0962-1005 Linear Foot 140,778.000 01 n o 4" Yellow Waterborne Pavement Markings 0964-0021 Linear Foot 22.000 01 n o 24" White Epoxy Pavement Markings 0964-0160 Each 2.000 01 n o3 White Epoxy Legend, Slow Curve Arrow, Left (Includes Arrow, The Word Slow And 2 Transverse Bands) 0964-0161 Each 2.000 01 n o3 White Epoxy Legend, Slow Curve Arrow, Right (Includes Arrow, The Word Slow And 2 Transverse Bands) 9000-0001 Ton 825.000 01 n c1 Proj Millings For Shoulder Backup 9000-1010 Lump Sum 1.000 01 n x Std Electronic Delivery Management System For Asphalt Material |
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