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Last Updated | 12/17/2021 04:26 AM |
Project Title | SR 92 Over Lewis Creek |
Physical Address | View project details and contacts |
City, State (County) | PA (Luzerne 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 | Replace existing Steel pipe arch culvert with a Precast Reinforced Concrete Box Culvert on SR 92-350 (Sullivan Trail) Exeter Township, Luzerne County From Segment 0120 Offset 1874 to Segment 0130 Offset 0400. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 2,900.000 01 n c Class 1 Excavation 0203-0006 Linear Foot 323.000 01 n g4 Saw Cutting 0205-0264 Cubic Yard 251.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 4205-0267 Cubic Yard 47.000 01 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-7 Choked With Native Streambed Material 0212-0014 Square Yard 1,470.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0213-0002 Dollar 1,000.000 $1.00 $1,000.00 01 y z Temporary Project Air Pollution Control 0313-0420 Square Yard 1,041.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 3" Depth 0313-0423 Square Yard 362.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0313-0426 Square Yard 1,065.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth 0313-0437 Ton 12.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 1,634.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 1,007.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0120 Cubic Yard 142.000 01 n c, e Subbase (No. 2a) 0413-0247 Square Yard 2,524.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-m 0413-6045 Square Yard 1,065.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001 Square Yard 3,589.000 01 n f4 Asphalt Tack Coat 0491-0012 Square Yard 56.000 01 n f3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 4601-0387 Linear Foot 55.000 01 n Yes h Proj 60" Thermoplastic Pipe, Group Iv, 7`-2.5` Fill Includes Removal e 0601-0550 Linear Foot 158.000 01 n h 18" Thermoplastic Pipe, Group Vii, 12`-2` Fill, 100 Year Design Life o 0601-7014 Linear Foot 158.000 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life 0605-2781 Set 2.000 01 n k Type m Frame And Bicycle Safe Grate 0605-2850 Each 2.000 01 n k Standard Inlet Box, Height < /= 10` 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 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 e 0616-1202 Each 1.000 01 n h Concrete End Sections For 18" Pipe o 0616-1252 Each 1.000 n h Thermoplastic End Section For 18" Pipe 0619-0450 Each 1.000 01 n j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Flared (Mash) 0620-0400 Each 2.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 152.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0872 Each 1.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 213.000 01 n j Type 31-s Guide Rail 0620-1645 Linear Foot 25.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 2.000 01 n j Type 31-Strong Post In-Line Anchor 0627-3020 Linear Foot 448.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 03 y x Internal Facilitation 0696-0610 Each 4.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0803-0001 Cubic Yard 329.000 01 n c1, m Placing Stockpiled Topsoil 0804-0001 Pound 117.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0002 Pound 3.000 01 n m3 Seeding And Soil Supplements - Formula c, Including Mulch 0804-0003 Pound 7.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 20.000 01 n m3 Seeding - Formula e, Including Mulch 0806-0113 Square Yard 388.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0811-0003 Linear Foot 337.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0020 Each 2.000 01 n c1 Rock Construction Entrance With Wash Rack 0851-0003 Square Yard 5.000 01 n c1 Rock Apron 0855-0003 Each 2.000 01 n m2 Pumped Water Filter Bag 4855-0003 Each 2.000 01 n Yes m2 Proj Pumped Water Filter Bag On Roadway 0855-0004 Each 4.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 5.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0012 Linear Foot 412.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 32.000 01 n m2 Compost Filter Sock, 18" Diameter 0867-0022 Linear Foot 26.000 01 n m2 Compost Filter Sock, 24" Diameter 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 50.000 01 n q Additional Warning Lights, Type b 0901-0232 Day 50.000 01 n q Additional Warning Lights, Type c 0901-0240 Square Foot 100.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 238.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 398.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 62.000 01 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 89.000 01 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0461 Each 3.000 01 n q Full-Matrix Changeable Message Sign Without Telecommunications 0901-0701 Each 1.000 01 n p Temporary Traffic Signals (Permanent Only) 0931-0001 Square Foot 25.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 5.000 01 n r Post Mounted Signs, Type f 0937-0107 Each 6.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 6.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0941-0001 Each 6.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type f 0960-0021 Linear Foot 40.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0962-1000 Linear Foot 679.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 1,214.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 398.000 01 n o2, o3 Pavement Marking Removal 1018-0060 Lump Sum 1.000 02 n c1, t1 Removal Of Existing Culvert e 8510-0001 Lump Sum 1.000 02 n Yes s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-39242 a 1002-0052 Pound 757.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8510-0002 Lump Sum 1.000 02 n s4 Std Precast Reinforced Concrete Box Culvert o 8520-0001 Lump Sum 1.000 02 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert 9000-0001 Each 1.000 01 n x Proj Relocate Mailbox 9000-0002 Each 27.000 01 n x Proj Reset Wood Posts 9000-0003 Each 2.000 01 n m2 Proj Rock Barrier 9000-0004 Lump Sum 1.000 01 n m2 Proj Temporary Pump Bypass System And Cofferdams 9000-0005 Lump Sum 1.000 02 n c1 Proj Stockpiling, Placement And Furnishing Of Streambed Material At Culvert 9000-0006 Each 1.000 01 n r Proj Reset Pa Fish And Boat Access Sign 9203-0001 Cubic Yard 10.000 02 n c1 Proj Class 1a Excavation With Coarse Aggregate Backfill |
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Details | Bridge, New Construction.
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Bidder's List | View project details and contacts | ||||||||||||||||||||
Prospective Bidders | View project details and contacts | ||||||||||||||||||||
Project Documents |
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