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Bridge Construction Project Lead, PA   (Westmoreland County)

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Last Updated 12/14/2018 05:43 AM
Project Title

2018- Westmoreland Bridges

Physical Address View project details and contacts
City, State (County) PA   (Westmoreland 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 The description and location of the project is as follows. Replacement of two (2) existing bridges carrying S.R. 0981-10V (Avonmore Road) over a Tributary to Loyalhanna Creek, and S.R. 4067-A10 (Pine Run Road) over a Branch of Pine Run and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 0981, SECTION 10V, in WESTMORELAND COUNTY, LOYALHANNA and WASHINGTON TOWNSHIPS 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 3,151.000 01** n c Class 1 Excavation 0204-0001 Cubic Yard 150.000 01** n c1, h Class 2 Excavation 4205-0200 Cubic Yard 167.000 01 n Yes c1 Std Selected Borrow Excavation , 206 Rock 0205-0263 Cubic Yard 11.000 01** n c1 Selected Borrow Excavation Rock, Class r-3 0205-0281 Cubic Yard 1,034.000 01** n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0285 Cubic Yard 1.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 57 0205-0363 Ton 18.000 04 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0366 Ton 39.000 04 n c1 Selected Borrow Excavation Rock, Class r-6 0212-0001 Linear Foot 822.000 01** n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 3,081.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 2,509.000 01** n c3, h, m2 Geotextile, Class 4, Type c 0311-0323 Square Yard 705.000 02 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0311-0325 Square Yard 893.000 02 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 5 1/2" Depth 0311-0337 Ton 21.000 02 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 0311-0422 Square Yard 174.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0311-0425 Square Yard 1,407.000 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 0350-0106 Square Yard 3,179.000 01** n c, e Subbase 6" Depth (No. 2a) 0350-0120 Cubic Yard 66.000 01** n c, e Subbase (No. 2a) 0411-0384 Square Yard 1,782.000 02 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-m 0411-0483 Square Yard 1,620.000 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 0411-0485 Square Yard 174.000 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 0411-1495 Ton 12.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-6350 Square Yard 927.000 02 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 1,407.000 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 6,121.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 449.000 01** n f4 Bituminous Prime Coat 0491-0012 Square Yard 150.000 02 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0013 Square Yard 213.000 01 n f3 Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Contractor e 4601-7313 Linear Foot 218.000 01** n Yes h Std 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill , Including Excavation o 4601-0763 Linear Foot 218.000 01** n Yes h Std 18" Ductile Iron Pipe , Including Excavation o 4601-0313 Linear Foot 218.000 01** n Yes h Std 18" Thermoplastic Pipe, Group i, 15'-1.5' Fill , Including Excavation 0605-2600 Each 4.000 02 n k Type d Endwall 0605-2731 Set 1.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2741 Set 1.000 01 n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 2.000 01 n k Standard Inlet Box, Height < /= 10' 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 822.000 01** n h2 6" Pavement Base Drain 0610-7400 Cubic Yard 2.000 02 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0022 Linear Foot 128.000 01** n h2 6" Subsurface Drain Outlets 0615-0040 Each 6.000 01** n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 6.000 01** n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0616-1202 Each 1.000 01 n h Concrete End Sections For 18" Pipe 0619-0459 Each 4.000 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 534.000 01** n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-1600 Linear Foot 488.000 01** n j Type 31-s Guide Rail 0620-1605 Linear Foot 88.000 02 n j Type 31-s Guide Rail With Extra Length Posts 0620-1645 Linear Foot 88.000 02 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 3.000 01 n j Type 31-Strong Post In-Line Anchor 4660-0001 Linear Foot 400.000 01 n Req f3 Std Milled Centerline Rumble Strips 0677-0001 Cubic Yard 12.000 01 n c1, e Selected Material Surfacing 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 01** n x Cpm Schedule 0703-0025 Cubic Yard 2.000 02 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 130.000 01** n c1, m Topsoil Furnished And Placed 0804-0001 Pound 25.000 01** n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 14.000 01** n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 29.000 01** n m3 Seeding - Formula e, Including Mulch 0804-0005 Pound 8.000 02 n m3 Seeding And Soil Supplements - Formula n, Including Mulch 0804-0006 Pound 52.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0806-0112 Square Yard 173.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2c 0806-0113 Square Yard 262.000 02 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0806-0121 Square Yard 1,259.000 01 n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 0806-0140 Square Yard 194.000 02 n m2 Permanent Rolled Erosion Control Product, Type 5a 0810-0052 Each 6.000 01** n a, m1 Selective Tree Removal 0811-0003 Linear Foot 66.000 02 n j2, m Temporary Protective Fence 0849-0010 Each 4.000 01** n c1 Rock Construction Entrance 0850-0032 Cubic Yard 3.000 02 n c1 Rock, Class r-4 0851-0003 Square Yard 13.000 01** n c1 Rock Apron 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 0860-0000 Each 2.000 01** n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 1.000 01 n m2 Inlet Filter Bag For Type s Inlet 0867-0012 Linear Foot 950.000 01** n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 08** n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 98.000 08** n q Additional Warning Lights, Type b 0901-0240 Square Foot 400.000 08** n q, r Additional Traffic Control Signs 0901-0460 Each 6.000 08** n q Full-Matrix Changeable Message Sign With Telecommunications 0931-0001 Square Foot 117.000 01** n r Post Mounted Signs, Type b 0935-0001 Square Foot 45.000 01** n r Post Mounted Signs, Type f 0937-0107 Each 20.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 20.000 01** n j, r Guide Rail Mounted Delineator Type d, (w/w) 0937-0330 Each 34.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0339 Each 7.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0941-0001 Each 4.000 01** n r Reset Post Mounted Signs, Type b 0945-0001 Each 4.000 01** n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 3,714.000 01** n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 3,632.000 01** n o 4" Yellow Waterborne Pavement Markings 0962-1019 Linear Foot 22.000 02 n o 24" White Waterborne Transverse Pavement Markings 0966-0011 Each 11.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 1018-0060 Lump Sum 1.000 01 n c1, t1 Removal Of Existing Culvert 1018-0061 Lump Sum 1.000 02 n c1, t1 Removal Of Existing Culvert e 8510-0001 Lump Sum 1.000 03 n Yes s4 Std Precast Concrete Box Culvert, As Designed, s-37807 a 1006-0169 Linear Foot 12.000 03 n u1 48" Diameter Drilled Caissons, Shaft Section In Rock a 1006-0207 Linear Foot 47.000 03 n u1 36" Diameter Drilled Caissons, Shaft Section In Soil a 1006-0209 Linear Foot 58.000 03 n u1 48" Diameter Drilled Caissons, Shaft Section In Soil a 9000-0004 Linear Foot 69.000 03 n s4 Proj Soldier Piles, w24x68 - Galvanized a 9000-0005 Linear Foot 100.000 03 n s4 Proj Soldier Piles, w36x160 - Galvanized o 8510-0002 Lump Sum 1.000 03 n s4 Std 10'x6' Precast Concrete Box Culvert With Cast-In-Place End Sections o 8520-0001 Lump Sum 1.000 03 n s4 Std 10'x6' Cast-In-Place Reinforced Concrete Box Culvert e 8510-0003 Lump Sum 1.000 04 n Yes s4 Std Precast Concrete Box Culvert, As-Designed, s-37808 a 1002-0053 Pound 980.000 04 n s7 Reinforcement Bars, Epoxy Coated o 8510-0004 Lump Sum 1.000 04 n s4 Std Precast Concrete Box Culvert o 8520-0002 Lump Sum 1.000 04 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert 9000-0006 Lump Sum 1.000 01 n x Proj Log Step-Pool 9000-0007 Lump Sum 1.000 01 n x Proj Temporary Stream Diversion System 9000-0008 Dollar 10,000.000 $1.0000 $10,000.00 09 y x Proj Detour Route Repair 9000-0009 Lump Sum 1.000 02 n x Proj Temporary Pump Bypass System And Cofferdam 9000-0200 Dollar 10,000.000 $1.0000 $10,000.00 01 y v2 Proj Potential Contaminated Soil 9000-5000 Each 3.000 01** n x Std Concrete Washout
Details
Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 - Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 - Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 - Thermal and Moisture Protection, Expansion Control.
Division 09 - Finishes, High-Performance Coatings.
Division 10 - Specialties, Signage, Traffic Signage.
Division 26 - Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 - Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 - Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Rigid Paving, Fences and Gates, Retaining Walls.
Division 34 - Transportation, Bridges.
Bidder's List View project details and contacts
Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents