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Last Updated | 09/18/2020 03:01 AM |
Project Title | Pigeon Creek 26 |
Physical Address | View project details and contacts |
City, State (County) | Bentleyville, PA 15314 (Washington 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 | Superstructure Replacement of Pigeon Creek Bridge #26 on Oliver Avenue over Pigeon Creek, updating signs and pavement markings, and other miscellaneous construction, as indicated on the approved drawings included in the bid package for Pigeon Creek Bridge #26 in Bentleyville Borough, Washington County, for approximately 180 feet from Station 12+40 to 15+20. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 373.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 12.000 01 n c1 Class 1b Excavation 0212-0001 Linear Foot 230.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 729.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 158.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0213-0002 Dollar 2,000.000 $1.00 $2,000.00 01 y z Temporary Project Air Pollution Control 0313-0320 Square Yard 275.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 0313-0337 Ton 20.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 275.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0120 Cubic Yard 14.000 01 n c, e Subbase (No. 2a) 0413-0195 Square Yard 317.000 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-l 0413-2059 Ton 1.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6035 Square Yard 317.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0003 Square Yard 634.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0608-0001 Lump Sum 1.000 04 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 230.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 10.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 1.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 1.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0620-0014 Each 1.000 01 n j Thrie-Beam To Pa Bridge Barrier Transition 0620-0400 Each 1.000 01 n j Terminal Section, Single 0620-1600 Linear Foot 13.000 01 n j Type 31-s Guide Rail 4627-3020 Linear Foot 24.000 01 n Yes j1 Proj Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` (Includes Reset) 0677-0001 Cubic Yard 22.000 01 n c1, e Selected Material Surfacing 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0688-0002 Lump Sum 1.000 03 n x Microcomputer With Battery Backup System, Type a 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0703-0020 Cubic Yard 303.000 01 n c1, h No. 1 Coarse Aggregate 0802-0001 Cubic Yard 143.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 14.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 64.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 19.000 01 n m3 Seeding - Formula e, Including Mulch 0806-0113 Square Yard 1,243.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0810-0052 Each 1.000 01 n a, m1 Selective Tree Removal 0811-0003 Linear Foot 168.000 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 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 357.000 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 100.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 100.000 01 n q, r Additional Traffic Control Signs 0931-0003 Square Foot 12.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0962-1000 Linear Foot 728.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 728.000 01 n o 4" Yellow Waterborne Pavement Markings 0971-0001 Each 6.000 01 n r Remove Post Mounted Signs, Type b 1017-0000 Linear Foot 121.000 01 n k1 Pressure Mortar Pointing 1018-0050 Lump Sum 1.000 01 n t1 Std Removal Of Portion Of Existing Bridge 1091-0331 Linear Foot 51.000 01 n k1 Epoxy Injection Crack Seal e 8030-0001 Lump Sum 1.000 02 n Yes s1 Std Bridge Structure, As Designed, l-171 a 1002-0053 Pound 21,130.000 02 n s7 Reinforcement Bars, Epoxy Coated a 1019-0050 Square Yard 393.000 02 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 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 Lump Sum 1.000 01 n m2 Proj Temporary Pump Bypass System 9000-0002 Lump Sum 1.000 01 n m2 Proj Temporary Stream Diversion 9000-0003 Lump Sum 1.000 01 n t1 Proj Debris Screen 9000-0004 Dollar 10,000.000 $1.00 $10,000.00 01 y f1, f2, q Proj Detour Route Pavement Documentation And Repair 9000-0005 Each 1.000 01 n j Proj Thrie-Beam Terminal Section, Bridge Connection 9000-0006 Linear Foot 13.000 01 n j Proj Thrie-Beam Guide Rail 9000-0007 Each 1.000 01 n j Proj Thrie-Beam Terminal Section, Single 9000-0008 Cubic Foot 2.000 01 n s2 Proj Class a Cement Concrete Repairs |
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Project Documents |
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