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Last Updated | 12/13/2019 05:02 AM |
Project Title | SR 1059 over Mingo Creek |
Physical Address | View project details and contacts |
City, State (County) | PA (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 | The project consists of the replacement of the existing structure carrying SR 1059 over Branch of Mingo Creek with a precast concrete box culvert and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 1059, Section B10, in Washington County Nottingham Township from approximately 570 feet west of the intersection of Sundust RD at segment 0040 offset 2719 to approximately segment 0050 offset 0261. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 292.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 509.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 1.000 01 n c1, h Class 2 Excavation 0204-0150 Cubic Yard 8.000 01 n c1, h, s Class 4 Excavation 0205-0001 Cubic Yard 44.000 01 n c1 Common Borrow Excavation 0205-0263 Cubic Yard 18.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0212-0001 Linear Foot 732.000 01 n c3, h, m2 Geotextile, Class 1 0212-0008 Square Yard 2.000 01 n c3, h, m2 Geotextile, Class 3, Type b 0212-0014 Square Yard 1,086.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 876.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0311-0425 Square Yard 900.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 5 1/2" Depth 0311-0437 Ton 5.000 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 900.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0120 Cubic Yard 67.000 01 n c, e Subbase (No. 2a) 0411-0485 Square Yard 959.000 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-l 0411-6450 Square Yard 946.000 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 0460-0003 Square Yard 2,792.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0491-0019 Square Yard 241.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0607-0014 Vertical Foot 1.000 01 n k Rebuilt Type m Inlet 0608-0001 Lump Sum 1.000 04 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 0610-7002 Linear Foot 732.000 01 n h2 6" Pavement Base Drain 0610-7400 Cubic Yard 8.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0022 Linear Foot 28.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 2.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 2.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 4.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0015 Each 4.000 01 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 0620-0400 Each 2.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 363.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 300.000 01 n j Type 31-s Guide Rail 0686-0020 Lump Sum 1.000 03 n x Construction Surveying, Type b 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 0703-0020 Cubic Yard 279.000 01 n c1, h No. 1 Coarse Aggregate 0703-0025 Cubic Yard 157.000 01 n c1, h No. 57 Coarse Aggregate 0804-0003 Pound 3.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0005 Pound 31.000 01 n m3 Seeding And Soil Supplements - Formula n, Including Mulch 0804-0006 Pound 9.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0804-0007 Pound 2.000 01 n m3 Seeding And Soil Supplements - Formula w, Including Mulch 0804-0014 Pound 10.000 01 n m3 Seeding - Formula e 0806-0110 Square Yard 235.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2a 0811-0003 Linear Foot 37.000 01 n j2, m Temporary Protective Fence 0849-0010 Each 2.000 01 n c1 Rock Construction Entrance 0850-0031 Cubic Yard 1.000 01 n c1 Rock, Class r-3 0851-0003 Square Yard 4.000 01 n c1 Rock Apron 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 0867-0012 Linear Foot 703.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0022 Linear Foot 36.000 01 n m2 Compost Filter Sock, 24" Diameter 0901-0001 Lump Sum 1.000 05 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 150.000 05 n q Additional Warning Lights, Type b 0901-0240 Square Foot 100.000 05 n q, r Additional Traffic Control Signs 0901-0451 Each 3.000 05 n q 3-Line Changeable Message Sign Without Telecommunications 0937-0106 Each 17.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 4937-0113 Each 17.000 01 n Yes j, r Proj Guide Rail Mounted Delineator Type d, (w/b) , Includes Splice Bolt 1018-0001 Lump Sum 1.000 01 n t1 Proj Removal Of Existing Bridge e 8510-0001 Lump Sum 1.000 02 n Yes s4 Proj Precast Reinforced Concrete Box Culvert, As Designed,s-38218 a 1002-0052 Pound 4,400.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8510-0002 Lump Sum 1.000 02 n s4 Proj 14`-0" x 5`-0" Precast Reinforced Box Culvert With Cast-In-Place End Section And Wingwalls o 8520-0001 Lump Sum 1.000 02 n s4 Proj 14`-0" x 5`-0" Cast-In-Place Reinforced Box Culvert With Cast-In-Place End Section And Wingwalls 9000-0001 Linear Foot 140.000 01 n j2 Proj Livestock Fence 9000-0002 Linear Foot 76.000 01 n x Proj Temporary Sandbag Headwall 9000-0003 Cubic Yard 47.000 02 n c1 Proj Over-Excavation And Backfilling Under Culverts 9000-0004 Square Yard 76.000 01 n m2 Proj Timber Mat For Wetland Crossing 9000-0005 Dollar 25,000.000 $1.00 $25,000.00 05 y m2 Proj Repair Of Detour Route 9000-0006 Lump Sum 1.000 01 n x Proj Temporary Stream Diversion |
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