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Last Updated | 02/14/2020 01:45 AM |
Project Title | SR 2018 over Tributary Susquehanna River |
Physical Address | View project details and contacts |
City, State (County) | PA (Bradford 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 | $1,000,000 to $2,499,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Removal of existing bridge, construction of single-span prestressed composite spread box beam bridge or an approved equal over a tributary to the Susquehanna River, including excavation, selected borrow excavation rock, superpave asphalt mixture design base and wearing courses, subbase, drainage, guide rail, dynamic pile load testing, and other related work within an overall length of 455.91 linear feet (0.086 mile) as indicated on the approved drawings for State Route 2018, Section 013 and Township Road T-460 (Boat Club Road) from approximately 0.2 mile east of the intersection with State Route 187 at Segment 0010 Offset 0000 in Asylum Township, Bradford County. 4201-0001 Lump Sum 1.000 01 n Yes a Proj Clearing And Grubbing (Includes Downed Trees, Excludes Grubbing) 4203-0001 Cubic Yard 1,390.000 01 n Yes c Std Class 1 Excavation Includes Sawcutting 0204-0150 Cubic Yard 4.000 01 n c1, h, s Class 4 Excavation 0205-0100 Cubic Yard 1,167.000 01 n c1 Foreign Borrow Excavation 0205-0368 Ton 1,306.000 01 n c1 Std Selected Borrow Excavation Rock, Class r-8 0212-0014 Square Yard 1,978.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0311-0330 Square Yard 509.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 8" Depth 0350-0106 Square Yard 815.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0121 Ton 180.000 01 n c, e Subbase (No. 2a) 0411-0385 Square Yard 509.000 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 0460-0004 Gallon 72.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0002 Gallon 133.000 01 n f4 Bituminous Prime Coat 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0004 Lump Sum 1.000 03 n x Inspector`s Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 03 n x Std Equipment Package 0610-7002 Linear Foot 348.000 01 n h2 6" Pavement Base Drain 0610-7400 Cubic Yard 4.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0022 Linear Foot 45.000 01 n h2 6" Subsurface Drain Outlets 0615-0066 Each 4.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0480 Each 2.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Iii, Test Level 3 (Non-Energy Absorbing Terminals) 0620-0010 Each 4.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 6.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 285.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 1,000.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail 0620-1670 Each 4.000 01 n j Type 31-Strong Post In-Line Anchor 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0804-0001 Pound 5.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 20.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 10.000 01 n m3 Seeding - Formula e, Including Mulch 0855-0003 Each 1.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 1.000 01 n m2 Replacement Pumped Water Filter Bag 0865-0001 Linear Foot 875.000 01 n m2 Silt Barrier Fence, 18" Height 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0334 Linear Foot 15.000 01 n o 24" Standard Pavement Markings, Paint & Beads, White 0903-0750 Lump Sum 1.000 01 n c Removal Of Temporary Roadway 0937-0107 Each 16.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 16.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0963-0001 Square Foot 30.000 01 n o2, o3 Pavement Marking Removal 1005-1104 Linear Foot 561.000 02 n u Steel Beam Bearing Piles, Hp12x74 1005-1277 Each 10.000 02 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 12x74 1018-0001 Lump Sum 1.000 02 n t1 Std Removal Of Existing Bridge e 8010-0010 Lump Sum 1.000 02 n Yes s1 Std Bridge Structure, As Designed, s-37980 a 1002-0053 Pound 29,542.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8000-0010 Lump Sum 1.000 n s1 Std Prestressed Concrete Bridge Structure o 8100-0010 Lump Sum 1.000 n s1 Std Steel Bridge Structure 9000-0002 Each 4.000 01 n m2 Proj Multi-Log Vane Deflector 9000-0098 Lump Sum 1.000 01 n c1 Proj Temporary Construction Access 1 9000-0099 Lump Sum 1.000 01 n c1 Proj Temporary Construction Access 2 9000-0375 Lump Sum 1.000 01 n s1 Std Temporary Bridge 9000-7102 Each 2.000 02 n x Std Dynamic Pile Load Testing 9203-0101 Lump Sum 1.000 02 n c1 Std Temporary Excavation Support And Protection System |
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