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Last Updated | 02/28/2020 05:23 AM |
Project Title | Coffee Run Road Br T-567 |
Physical Address | View project details and contacts |
City, State (County) | PA (Lawrence County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Shoreline/Erosion/Drainage |
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 | The Description And Location Of The Project Is As Follows: For The Culvert Replacement, Approach Roadway Reconstruction, Drainage, Guide Rail, And Other Miscellaneous Construction, All Within a Length Of 375.00 Linear Feet (0.071 Miles) As Indicated On The Approved Drawings Included In The Bid Package For Coffee Run Road Bridge t-567 (Coffee Run Road), In Lawrence County, Pulaski Township, Commonwealth Of Pennsylvania. This Project Being Situated As Follows: From a Point Approximately 210 Feet South Of Shady Lane Road At Station 2+00 To a Point Approximately 820 Feet South Of Meadow Mist Road At Station 7+75. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 1,129.000 01 n c Class 1 Excavation 0205-0263 Cubic Yard 9.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0264 Cubic Yard 48.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0281 Cubic Yard 710.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0285 Cubic Yard 218.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 57 0212-0014 Square Yard 1,374.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 771.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0213-0002 Dollar 1,500.000 $1.00 $1,500.00 01 y z Temporary Project Air Pollution Control 0311-0323 Square Yard 944.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0311-0337 Ton 20.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 844.000 01 n c, e Subbase 6" Depth (No. 2a) 0411-0385 Square Yard 1,014.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0460-0001 Square Yard 1,014.000 01 n f4 Bituminous Tack Coat e 4601-0352 Linear Foot 60.000 01 n Yes h Std 15" Thermoplastic Pipe, Group Iii, 8'-2' Fill Modified o 4601-0762 Linear Foot 60.000 01 n Yes h Std 16" Ductile Iron Pipe Modified o 4601-7308 Linear Foot 60.000 01 n Yes h Std 15" Reinforced Concrete Pipe, Type b, 20' - 1.5' Fill Modified 0605-2740 Set 1.000 01 n k Type s Concrete Top Unit And Grate 0605-2850 Each 1.000 01 n k Standard Inlet Box, Height < /= 10' 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0004 Lump Sum 1.000 94 n x Inspector's Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 94 n x Std Equipment Package 4620-0012 Each 4.000 01 n Yes j Proj Thrie-Beam To Pa Type 10m Bridge Barrier Transition Without Inlet Placement Modified 0620-1600 Linear Foot 188.000 01 n j Type 31-s Guide Rail 0620-1650 Each 4.000 01 n j Type 31-Strong Post End Treatment 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0688-0002 Lump Sum 1.000 94 n x Microcomputer With Battery Backup System, Type a 0688-0020 Lump Sum 1.000 94 n x Microcomputer, Type c 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0001 Dollar 2,000.000 $1.00 $2,000.00 01 y x Internal Facilitation 4804-0003 Pound 45.000 01 n Yes m3 Std Seeding And Soil Supplements - Formula d, Including Mulch Modified 0811-0003 Linear Foot 310.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 5,000.000 $1.00 $5,000.00 01 y m2 Unforeseen Water Pollution Control 0855-0003 Each 3.000 01 n m2 Pumped Water Filter Bag 0865-0001 Linear Foot 200.000 01 n m2 Silt Barrier Fence, 18" Height 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 30.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 200.000 01 n q, r Additional Traffic Control Signs 1018-0001 Lump Sum 1.000 01 n t1 Proj Removal Of Existing Bridge e 8510-2001 Lump Sum 1.000 01 n Yes s4 Std Precast Reinforced Concrete Box Culvert, As Designed, l-69 a 1002-0053 Pound 309.000 11 n s7 Reinforcement Bars, Epoxy Coated o 8520-0001 Lump Sum 1.000 11 n s4 Std Cast-In-Place Concrete Box Culvert o 8590-0001 Lump Sum 1.000 11 n s4 Std Concrete Culvert 9000-0001 Lump Sum 1.000 01 n c1, h, m2 Proj In Channel Bypass |
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