Similar Projects
| Last Updated | 12/07/2018 12:33 AM |
| Project Title | 2018 Washington Bridges |
| 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 | $1,000,000 to $2,499,999 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | This project consists of the replacement of two (2) existing bridges carrying S.R. 3041 (Cash Day Road) over Short Creek, and S.R. 4049 (North Main Street) over a branch of Chartiers Creek. Also included will be minor roadway approach work, drainage upgrades, guide rail upgrades, signing and pavement markings and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 3041, SECTION A10, in Washington COUNTY Morris TOWNSHIP from the intersection of S.R. 3041 and T-339 (Minton Run Road) at segment 0020 offset 2647 to the intersection of S.R. 3041 and S.R. 0018 (Prosperity Pike) at segment 0020 offset 3147. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0201-0002 Lump Sum 1.000 02 n a Clearing And Grubbing 0203-0001 Cubic Yard 4,275.000 01** n c Class 1 Excavation 0203-0004 Cubic Yard 52.000 01** n c1 Class 1b Excavation 0205-0263 Cubic Yard 1,192.000 01** n c1 Selected Borrow Excavation Rock, Class r-3 0205-0264 Cubic Yard 1,586.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0281 Cubic Yard 588.000 01** n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 4205-0281 Cubic Yard 101.000 01** n Yes c1 Proj Selected Borrow Excavation, Coarse Aggregate, No. 1 Choked With No. 2a 0212-0014 Square Yard 2,333.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 3,322.000 01** n c3, h, m2 Geotextile, Class 4, Type c 0311-0330 Square Yard 1,258.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 8" Depth 0311-0337 Ton 25.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 0311-0425 Square Yard 363.000 02 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 0350-0106 Square Yard 1,933.000 01** n c, e Subbase 6" Depth (No. 2a) 0411-0385 Square Yard 1,611.000 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 0411-0482 Square Yard 1,323.000 02 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-h 0411-1395 Ton 9.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0411-1492 Ton 58.000 02 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0411-6350 Square Yard 1,258.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0411-6450 Square Yard 363.000 02 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 0411-7370 Ton 12.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 4,780.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 472.000 01** n f4 Bituminous Prime Coat 0491-0012 Square Yard 960.000 02 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0013 Square Yard 291.000 01 n f3 Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0608-0001 Lump Sum 1.000 06 n x Mobilization 0609-0003 Lump Sum 1.000 05 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 05 n x Std Equipment Package 0610-7002 Linear Foot 419.000 01** n h2 6" Pavement Base Drain 0615-0022 Linear Foot 50.000 01** n h2 6" Subsurface Drain Outlets 0615-0040 Each 5.000 01** n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 5.000 01** n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 5.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 3.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 947.000 01** n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-1600 Linear Foot 925.000 01** n j Type 31-s Guide Rail 0620-1625 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 50.000 01 n j Type 31-Scc Guide Rail 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0686-0051 Lump Sum 1.000 02 n x Construction Surveying, Type d 0689-0003 Lump Sum 1.000 05 n x Cpm Schedule 0802-0001 Cubic Yard 27.000 01** n c1, m Topsoil Furnished And Placed 0803-0001 Cubic Yard 25.000 01** n c1, m Placing Stockpiled Topsoil 0804-0001 Pound 13.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 16.000 01** n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 57.000 01** n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 234.000 01** n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0806-0111 Square Yard 46.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2b 0806-0113 Square Yard 524.000 01** n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0810-0052 Each 13.000 01 n a, m1 Selective Tree Removal 0811-0003 Linear Foot 660.000 01** n j2, m Temporary Protective Fence 0845-0001 Dollar 10,000.000 $1.0000 $10,000.00 01** y m2 Unforeseen Water Pollution Control 0849-0010 Each 1.000 01 n c1 Rock Construction Entrance 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 1,180.000 01** n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 107.000 01 n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 07 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0002 Lump Sum 1.000 08 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 200.000 07** n q Additional Warning Lights, Type b 0901-0240 Square Foot 200.000 07** n q, r Additional Traffic Control Signs 0901-0451 Each 8.000 07** n q 3-Line Changeable Message Sign Without Telecommunications 0931-0003 Square Foot 45.000 01** n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 10.000 02 n r Post Mounted Signs, Type f 0937-0106 Each 24.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0113 Each 24.000 01** n j, r Guide Rail Mounted Delineator Type d, (w/b) 0941-0001 Each 2.000 01** n r Reset Post Mounted Signs, Type b 0945-0001 Each 1.000 02 n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 1,856.000 02 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 1,734.000 02 n o 4" Yellow Waterborne Pavement Markings 0971-0001 Each 12.000 01** n r Remove Post Mounted Signs, Type b 0975-0001 Each 2.000 02 n r Remove Post Mounted Signs, Type f 1002-0053 Pound 443.000 04 n s7 Reinforcement Bars, Epoxy Coated 5018-0001 Lump Sum 1.000 04 n Yes t1 Proj Removal Of Existing Bridge , s-180 e 8510-0001 Lump Sum 1.000 03 n Yes s1 Std Precast Reinforced Box Culvert, As Designed, s-38128 a 1002-0052 Pound 1,998.000 03 n s7 Reinforcement Bars, Epoxy Coated a 1018-0001 Lump Sum 1.000 03 n t1 Removal Of Existing Bridge a 9000-0008 Cubic Yard 15.000 03 n s1 Proj Overexcavation And Backfill Under Foundations a 9203-0101 Lump Sum 1.000 03 n s1 Std Temporary Excavation Support System o 8510-0002 Lump Sum 1.000 03 n s1 Std Precast Reinforced Box Culvert o 8520-0001 Lump Sum 1.000 03 n s1 Std Cast-In-Place Reinforced Concrete Box Culvert 8560-0001 Lump Sum 1.000 04 n Yes s4 Proj Concrete Elliptical Pipe Culvert, As Designed, s-38129 9000-0001 Lump Sum 1.000 02 n m2 Proj Temporary Cofferdam 9000-0002 Lump Sum 1.000 01 n m2 Proj Temporary Cofferdam 9000-0003 Pound 3.000 01** n m3 Proj Seeding And Soil Supplements - Wetland Mix, Including Mulch 9000-0004 Square Yard 150.000 02 n m2 Proj Stabilized Work Area 9000-0005 Each 2.000 02 n m2 Proj Rumble Pad Construction Entrance 9000-0006 Lump Sum 1.000 02 n m2 Proj Temporary Pump Bypass System 9000-0007 Lump Sum 1.000 01 n m2 Proj Temporary Pipe Bypass System 9000-0009 Square Yard 825.000 01 n m2 Proj Timber Matting Surface Protection 9000-0010 Each 16.000 02 n p Proj Signal Controller Timing Adjustment 9000-0011 Dollar 25,000.000 $1.0000 $25,000.00 01 y m2 Proj Archaeological Monitoring 9000-0012 Dollar 100,000.000 $1.0000 $100,000.00 01 y m2 Proj Artifact Collection 9000-5000 Each 3.000 01** n m2 Std Concrete Washout | ||||||||||||||||||||||
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| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
