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Last Updated | 04/17/2020 02:13 AM |
Project Title | SR 477 Long Run Bridge |
Physical Address | View project details and contacts |
City, State (County) | PA (Clinton 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 | The description and location of the project is as follows: For the improvement of a certain section of state highway in clinton county, lamar township, commonwealth of pennsylvania, state route 0477, section a07. The project being situated as follows: On State Route 0477 from Segment 0070/Offset 1306 to Segment 0080/Offset 0265, over Long Run. For the removal of the existing Single Span Steel I-beam bridge and construction of its replacement Single Span Prestessed Concrete Spread Box Beam Bridge, approach work consisting of superpave asphalt mixture designs for the base, binder and wearing course, guide rail, pavement markings, and miscellaneous construction for a total construction length of approximately 295 feet (0.056 miles) as indicated on the approved drawings 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 688.000 01 n c Class 1 Excavation 0203-0003 Cubic Yard 43.000 01 n c1 Class 1a Excavation 0204-0001 Cubic Yard 45.000 01 n c1, h Class 2 Excavation 4205-0267 Cubic Yard 486.000 06 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-7 Choked With Native Streambed Material 0212-0001 Linear Foot 75.000 06 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 1,092.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 1,955.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0213-0002 Dollar 1,000.000 $1.00 $1,000.00 01 y z Temporary Project Air Pollution Control 0311-0430 Square Yard 658.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 8" Depth 0311-0437 Ton 6.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 1,051.000 06 n c, e Subbase 6" Depth (No. 2a) 0350-0120 Cubic Yard 13.000 01 n c, e Subbase (No. 2a) 0411-0483 Square Yard 658.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0411-6450 Square Yard 658.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001 Square Yard 1,315.000 01 n f4 Bituminous Tack Coat 0461-0001 Square Yard 303.000 01 n f4 Bituminous Prime Coat 0505-0001 Square Yard 168.000 06 n g, g1 Bridge Approach Slab 0607-0200 Vertical Foot 2.000 01 n k Rebuilt Manhole 0608-0001 Lump Sum 1.000 04 n x Mobilization 0609-0007 Lump Sum 1.000 03 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 03 n x Std Equipment Package 0610-7002 Linear Foot 75.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 74.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 1.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 5.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0620-0010 Each 4.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 2.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 212.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0900 Each 3.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 100.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 57.000 01 n j Type 31-Sc Guide Rail 0620-1650 Each 2.000 01 n j Type 31-Strong Post End Treatment 0620-1670 Each 1.000 01 n j Type 31-Strong Post In-Line Anchor 0677-0001 Cubic Yard 46.000 01 n c1, e Selected Material Surfacing 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 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 03 y x Internal Facilitation 0703-0020 Cubic Yard 43.000 01 n c1, h No. 1 Coarse Aggregate 0703-0025 Cubic Yard 225.000 01 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 47.000 01 n c1, m Topsoil Furnished And Placed 0804-0011 Pound 18.000 01 n m3 Seeding And Soil Supplements - Formula b 0804-0013 Pound 4.000 01 n m3 Seeding And Soil Supplements - Formula d 0804-0014 Pound 8.000 01 n m3 Seeding - Formula e 0805-0022 Ton 1.000 01 n m3 Mulching - Straw 0806-0113 Square Yard 242.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 4810-0050 Lump Sum 1.000 01 n Yes a, m1 Proj Selective Tree Removal Fallen Trees 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0850-0032 Cubic Yard 35.000 01 n c1 Rock, Class r-4 0855-0003 Each 2.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 2.000 01 n m2 Replacement Pumped Water Filter Bag 0867-0012 Linear Foot 383.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 05 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 10.000 05 n q Additional Warning Lights, Type b 0901-0240 Square Foot 100.000 05 n q, r Additional Traffic Control Signs 0931-0001 Square Foot 5.000 01 n r Post Mounted Signs, Type b 0937-0104 Each 4.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 1.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0208 Each 4.000 01 n j1, r Barrier Mounted Delineator, Top And Side-Mount Type r, (w/b) 0937-0340 Each 2.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Yellow/Blank Sheeting 0941-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 590.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 590.000 01 n o 4" Yellow Waterborne Pavement Markings 0971-0001 Each 2.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 4.000 01 n r Remove Post Mounted Signs, Type f 1018-0001 Lump Sum 1.000 02 n t1 Proj Removal Of Existing Bridge e 8010-0001 Lump Sum 1.000 02 n Yes s1 Std Bridge Structure, As Designed, s-38581 a 1002-0001 Pound 14,547.000 02 n s7 Reinforcement Bars a 1002-0053 Pound 15,613.000 02 n s7 Reinforcement Bars, Epoxy Coated a 1002-0220 Pound 63.000 02 n s7 Stainless Steel Reinforcement Bars a 1019-0010 Square Yard 357.000 02 n k2 Protective Coating For Reinforced Concrete Surfaces (Boiled Linseed Oil) o 8000-0001 Lump Sum 1.000 02 n s1 Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 02 n s1 Std Steel Bridge Structure 9000-0001 Linear Foot 132.000 01 n j1, m2 Std Temporary Stream Diversion Device 9000-0002 Linear Foot 108.000 01 n j1, m2 Std Reset Temporary Stream Diversion Device 9000-0003 Lump Sum 1.000 01 n m2 Proj Temporary Pump Bypass 9000-0004 Each 4.000 01 n Zz Std Pre And Post Construction Survey 9000-0005 Each 2.000 01 n r Std Relocate Mailbox 9000-0006 Cubic Yard 20.000 02 n c1 Proj Over Excavation And Backfilling With Coarse Aggregate Under Foundation 9000-0007 Dollar 5,000.000 $1.00 $5,000.00 02 y c1 Proj Sinkhole Repair/Treatment 9000-0008 Dollar 5,000.000 $1.00 $5,000.00 01 y Zz Proj Repair Of Unforeseen Impacts To Sewer Facilities 9000-0009 Each 2.000 01 n c1 Proj Utility Test Hole 9203-0101 Lump Sum 1.000 02 n c1, s5 Std Temporary Excavation Support And Protection System |
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