Similar Projects
Last Updated | 12/17/2021 05:32 AM |
Project Title | D1 Interstate Guiderail Upgrade |
Physical Address | View project details and contacts |
City, State (County) | (Crawford, Erie, Mercer, Venango Counties) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Highway Signs/Guardrails/Barriers |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | $2,500,000 to $4,999,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Removal and construction of guiderail to current standard as well as construction of impact attenuators and delineators as indicated on the approved drawings for various routes included in the bid package for Various State Routes in Crawford County, Erie County, Mercer County and Venango County. Alt Item Unit Of Measure Quantity Unit Price Item Total Fc Pdp Mod Desc Cis Wcc Spec Prov Action 203-0001 Cubic Yard 3.000 01 n c Class 1 Excavation 205-0364 Ton 8.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 206-0010 Ton 3,913.000 01 n c1 Select Granular Material (2rc) 413-0258 Ton 12.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 413-6047 Ton 28.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 608-0001 Lump Sum 1.000 01 n x Mobilization 609-0004 Lump Sum 1.000 02 n x Inspector's Field Office And Inspection Facilities, Type c 609-0009 Lump Sum 1.000 02 n x Std Equipment Package 619-0459 Each 378.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 4619-0459 Each 8.000 01 n Yes j1, j3 Proj Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) Reset 619-0744 Each 11.000 01 n j3 Permanent Impact Attenuating Device, Type v, Test Level 3, Mash, Widths Less Than Or Equal To 36 Inches 620-0503 Linear Foot 50,007.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 620-0575 Linear Foot 6,850.000 01 n j Guide Rail Element 620-0872 Each 29.000 01 n j Buried-In-Backslope Terminal, Single Panel 620-0873 Each 46.000 01 n j Buried-In-Backslope Terminal, Double Panel 620-0900 Each 16.000 01 n c1, j Remove Concrete Anchorage 620-1025 Linear Foot 12,038.000 01 n j Type 2-w Guide Rail 620-1050 Linear Foot 3,575.000 01 n j Type 2-Wc Guide Rail 620-1400 Linear Foot 3,575.000 01 n j Type 2-Wcc Guide Rail 620-1600 Linear Foot 29,038.000 01 n j Type 31-s Guide Rail 620-1601 Linear Foot 500.000 01 n j Type 31-s Guide Rail With 7' Extra Length Posts 620-1602 Linear Foot 7,163.000 01 n j Type 31-s Guide Rail With 8' Extra Length Posts 620-1625 Linear Foot 200.000 01 n j Type 31-Sc Guide Rail 620-1626 Linear Foot 100.000 01 n j Type 31-Sc Guide Rail With 7' Extra Length Posts 620-1635 Linear Foot 100.000 01 n j Type 31-Scc Guide Rail 620-1637 Linear Foot 50.000 01 n j Type 31-Scc Guide Rail With 7' Extra Length Posts 620-1640 Linear Foot 100.000 01 n j Type 31-Sm Guide Rail 620-1660 Each 46.000 01 n j Type 31-Strong Post Anchor Terminal 623-0275 Linear Foot 254.000 01 n j1 Removal Of Existing Concrete Median Barrier 689-0001 Lump Sum 1.000 01 n x Narrative Schedule 690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 810-0052 Each 4.000 01 n a, m1 Selective Tree Removal 901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 937-0104 Each 533.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 937-0106 Each 314.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 937-0117 Each 68.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/r) 937-0118 Each 41.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/r) 937-0321 Each 417.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Yellow Post With Yellow Sheeting 9000-0001 Linear Foot 175.000 01 n c1 Proj Grade Excess Material 9000-0002 Each 2.000 01 n p Proj Remove Existing Utility Pole |
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