Similar Projects
Last Updated | 12/17/2021 05:00 AM |
Project Title | SR 2007 Mill Ck Bridge |
Physical Address | View project details and contacts |
City, State (County) | PA (Mercer 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 | $500,000 to $999,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | For The Removal And Replacement Of An Existing Precast Reinforced Concrete Box Culvert, Concrete Pavement Patching, Asphalt Overlay, And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 2007, Section b01, In Mercer County, Findley Township From Approximately Segment 0080 Offset 0635 Feet To Approximately Segment 0080 Offset 1566 Feet. 0203-0001 Cubic Yard 53.000 01 n c Class 1 Excavation 0204-0001 Cubic Yard 123.000 01 n c1, h Class 2 Excavation 0205-0001 Cubic Yard 358.000 01 n c1 Common Borrow Excavation 0212-0014 Square Yard 675.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0313-0322 Square Yard 226.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0350-0106 Square Yard 356.000 01 n c, e Subbase 6" Depth (No. 2a) 0413-0194 Square Yard 1,931.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-m 0413-7007 Ton 947.000 01 n f Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 3,774.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 395.000 01 n f4 Asphalt Prime Coat 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0004 Lump Sum 1.000 01 n x Inspector`s Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 01 n x Std Equipment Package 0619-0459 Each 3.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0012 Each 4.000 01 n j Thrie-Beam To Pa Type 10m Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 1.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 325.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0900 Each 3.000 01 n c1, j Remove Concrete Anchorage 0620-1601 Linear Foot 175.000 01 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1670 Each 1.000 01 n j Type 31-Strong Post In-Line Anchor 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 0802-0001 Cubic Yard 24.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 12.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 25.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0007 Pound 4.000 01 n m3 Seeding And Soil Supplements - Formula w, Including Mulch 4806-0113 Square Yard 375.000 01 n Yes m2 Proj Temporary Short-Term, Rolled Erosion Control Product, Type 2d Modified 0811-0003 Linear Foot 235.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 500.000 $1.00 $500.00 01 y m2 Unforeseen Water Pollution Control 0850-0032 Cubic Yard 110.000 01 n c1 Rock, Class r-4 0855-0003 Each 1.000 01 n m2 Pumped Water Filter Bag 0867-0012 Linear Foot 175.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 20.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 100.000 01 n q, r Additional Traffic Control Signs 0937-0107 Each 12.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0962-1005 Linear Foot 2,925.000 01 n o 4" Yellow Waterborne Pavement Markings 1018-0001 Lump Sum 1.000 01 n t1 Removal Of Existing Bridge e 8510-0001 Lump Sum 1.000 03 n Yes s1 Std Bridge Structure, As Designed, s-38360 o 8520-0001 Lump Sum 1.000 03 n s1 Std Cast-In-Place Reinforced Concrete Box Culvert 9000-0001 Dollar 5,000.000 $1.00 $5,000.00 01 y f, f1 Proj Repair Of Detour Route 9000-1010 Lump Sum 1.000 01 n x Std Electronic Delivery Management System For Asphalt Material 9000-3001 Lump Sum 1.000 01 n c1 Proj Stream Diversion |
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Details | Bridge, New Construction, Bridge, New Construction.
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |