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Last Updated | 08/21/2020 02:45 AM |
Project Title | West Co Bridge Preservation 2020 |
Physical Address | View project details and contacts |
City, State (County) | PA (Westmoreland 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 | $200,000 to $499,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | The scope of this job is replacing worn and leaking seals as well as other various repairs including concrete roadway and approach slabs, subbase materials, concrete repairs, and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 3013 In Westmoreland County, Rostraver Township north of Lynnwood-Pricedale on SR 3013 at segment 0010 offset 2840 to approximately segment 0020 offset 0200. 0203-0004 Cubic Yard 237.000 01 n c1 Class 1b Excavation 0203-0005 Cubic Yard 158.000 01 n c1 Class 1c Excavation 0212-0014 Square Yard 450.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0350-0104 Square Yard 956.000 01 n c, e Subbase 4" Depth (No. 2a) 0350-0204 Square Yard 956.000 01 n c, e Subbase 4" Depth (No. Ogs) 0410-0315 Square Yard 3.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Fg Mix, 1 1/2" Depth, Srl-l 0460-0003 Square Yard 95.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0501-0030 Square Yard 287.000 01 n g Plain Cement Concrete Pavement, 9" Depth 0505-0001 Square Yard 267.000 01 n g, g1 Bridge Approach Slab 0605-1300 Each 4.000 01 n c1, h1 Cleaning Drainage Structures 0608-0001 Lump Sum 1.000 03 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 0619-0450 Each 2.000 01 n j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Flared (Mash) 0620-0402 Each 2.000 01 n j Terminal Section, Bridge Connection 0620-0503 Linear Foot 300.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0900 Each 2.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 225.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 25.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 25.000 01 n j Type 31-Scc Guide Rail 0620-1660 Each 2.000 01 n j Type 31-Strong Post Anchor Terminal 0630-0010 Linear Foot 100.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 0658-0003 Square Yard 393.000 01 n g Concrete Shoulders,Type 2 0689-0001 Lump Sum 1.000 02 n x Narrative Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 02 y x Internal Facilitation 0901-0001 Lump Sum 1.000 04 n q Maintenance And Protection Of Traffic During Construction 0937-0118 Each 6.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/r) 0937-0122 Each 6.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/r) 0964-0005 Linear Foot 475.000 01 n o 6" White Epoxy Pavement Markings 0964-0006 Linear Foot 350.000 01 n o 6" Yellow Epoxy Pavement Markings 1002-0140 Each 112.000 01 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated 1002-0142 Each 112.000 01 n s7 Mechanical Splice System For No. 6 Reinforcement Bars, Epoxy Coated 1040-0003 Square Foot 48.000 01 n s9 Concrete Bridge Deck Repair, Type 3 1090-1000 Linear Foot 172.000 01 n t5 Preformed Neoprene Compression Seal Replacement 9000-0001 Square Foot 90.000 01 n s2 Proj Class Aa Concrete Repairs |
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