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Bridge Construction Project Lead, PA   (Washington County)

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Last Updated 12/14/2018 06:13 AM
Project Title

SR 4007 Over US 22

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 $5,000,000 to $7,499,999
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 The scope of work consists of the replacement of the existing structure carrying SR 4007 (Bavington Road) over US 22 and a culvert extension over the branch of Raccoon Creek. In addition, the roadway will be reconstructed 950 feet on each side of the structure and updating the drainage, guide rail, pavement marking and signing, as indicated on the approved drawings included in the bid package for STATE ROUTE4007, SECTION C10, in WASHINGTON COUNTY HANOVER & SMITH TOWNSHIP. The project is located 2245 feet south of the SR 4004 (Old Steubenville Pike)/SR 4007 (Bavington Road) intersection(segment 0080/0000) in Hanover and Smith Township, Washington County. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 16,907.000 01** n c Class 1 Excavation 4204-0101 Cubic Yard 110.000 02 n Yes c1, s1, t Proj Class 3 Excavation ,Unsuitable Material Overexcavation 0204-0150 Cubic Yard 38.000 01 n c1, h, s Class 4 Excavation 4205-0200 Cubic Yard 2,053.000 01** n Yes c1 Proj Selected Borrow Excavation ,206 Rock Sandstone 0205-0263 Cubic Yard 2,525.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0264 Cubic Yard 15,098.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0285 Cubic Yard 1,677.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 57 0212-0001 Linear Foot 2,120.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 3,578.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 3,264.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0213-0002 Dollar 1,000.000 $1.0000 $1,000.00 01 y z Temporary Project Air Pollution Control 0221-0002 Square Yard 8,946.000 01 n c3, m2 Geogrids, Class 1, Type b 0311-0420 Square Yard 6,599.000 01** n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 3" Depth 0311-0436 Square Yard 30.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 12 " Depth 0350-0106 Square Yard 6,996.000 01** n c, e Subbase 6" Depth (No. 2a) 0350-0112 Square Yard 272.000 01 n c, e Subbase 12" Depth (No. 2a) 0411-0483 Square Yard 6,626.000 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 0411-6450 Square Yard 5,896.000 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 12,522.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0002 Gallon 508.000 01 n f4 Bituminous Prime Coat e 4601-7014 Linear Foot 290.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Design Life , Excavation And Backfill o 4601-9444 Linear Foot 290.000 01 n Yes h Proj 21" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage, 100 Year Design Life , Excavation And Backfill e 4601-7313 Linear Foot 154.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill ,Excavation And Backfill o 4601-0333 Linear Foot 154.000 01 n Yes h Proj 18" Thermoplastic Pipe, Group Ii, 12'-1.5' Fill , Excavation And Backfill o 4601-9363 Linear Foot 154.000 01 n Yes h Proj 18" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage , Excavation And Backfill e 4601-7327 Linear Foot 17.000 01 n Yes h Proj 24" Reinforced Concrete Pipe, Type b, 15' - 2' Fill , Excavation And Backfill o 4601-9365 Linear Foot 17.000 01 n Yes h Proj 24" Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage , Excavation And Backfill 0605-2401 Set 1.000 01 n k Manhole Frame And Cover 4605-2600 Each 1.000 01 n Yes k Proj Type d Endwall 5' 9" Height 0605-2620 Each 4.000 01 n k Type d-w Endwall 4605-2711 Set 2.000 01 n Yes k Proj Type c Concrete Top Unit And Bicycle Safe Grate ,Galvanized 4605-2730 Set 3.000 01 n Yes k Proj Type m Concrete Top Unit And Grate , Galvanized 4605-2740 Set 6.000 01 n Yes k Proj Type s Concrete Top Unit And Grate , Galvanized 0605-2850 Each 10.000 01 n k Standard Inlet Box, Height < /= 10' 4605-2862 Each 1.000 01 n Yes k Proj Type 6 Inlet Box, Height < /= 10' , With Baffle 0605-3012 Each 1.000 01 n k Type 4 Manhole, Storm Water, Height >10' And < /= 20' 0606-0150 Set 2.000 01 n c1, k Grade Adjustment Of Existing Manholes 0608-0001 Lump Sum 1.000 05 n x Std Mobilization 0609-0003 Lump Sum 1.000 04 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 04 n x Std Equipment Package 4610-7002 Linear Foot 1,990.000 01 n Yes h2 Proj 6" Pavement Base Drain , No. 57 Aggregate 4610-7400 Cubic Yard 4.000 01 n Yes h2 Proj Additional Coarse Aggregate For Extra Depth Pavement Base Drain , No. 57 Aggregate 0612-0001 Linear Foot 42.000 01 n c1, h Subgrade Drains 4615-0022 Linear Foot 91.000 01 n Yes h2 Proj 6" Subsurface Drain Outlets , No. 57 Aggregate 0618-0022 Each 1.000 01 n h Concrete Collar For 18" Pipe Extension 0618-0024 Each 4.000 01 n h Concrete Collar For 24" Pipe Extension 0619-0459 Each 2.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 4.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0503 Linear Foot 1,474.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0870 Each 4.000 01 n j Anchored Backslope Terminal, Type 1 0620-0900 Each 2.000 01 n c1, j Remove Concrete Anchorage 0620-1050 Linear Foot 50.000 01 n j Type 2-Wc Guide Rail 0620-1400 Linear Foot 100.000 01 n j Type 2-Wcc Guide Rail 0620-1600 Linear Foot 1,988.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail 0620-1645 Linear Foot 50.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1660 Each 2.000 01 n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 2.000 01 n j Type 31-Strong Post In-Line Anchor 4627-3020 Linear Foot 6,257.000 06 n Yes j1 Proj Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' ,Paint Lines & Delineators 4628-3020 Linear Foot 1,840.000 06 n Yes j1 Proj Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' , Paint Lines & Delineators 0630-0001 Linear Foot 23.000 01 n k Plain Cement Concrete Curb 4643-0002 Linear Foot 293.000 06 n Yes j1 Proj Temporary Concrete Median Barrier, Structure Mounted , Paint Lines & Delineators 4644-0002 Linear Foot 220.000 06 n Yes j1 Proj Temporary Concrete Median Barrier, Structure Mounted, Reset , Paint Lines & Delineators 4660-0001 Linear Foot 1,555.000 01 n Req f3 Std Milled Centerline Rumble Strips 0686-0010 Lump Sum 1.000 01 n x Construction Surveying, Type a 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0696-0610 Each 8.000 06 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 6.000 06 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0025 Cubic Yard 4.000 01 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 747.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 9.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 250.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 68.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0005 Pound 44.000 01 n m3 Seeding And Soil Supplements - Formula n, Including Mulch 0805-0050 Square Yard 6,740.000 01 n m3 Mulch Control Netting 0810-0024 Lump Sum 1.000 01 n m1 Tree Trimming To An Unlimited Height 0845-0001 Dollar 10,000.000 $1.0000 $10,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 4.000 01 n c1 Rock Construction Entrance 0850-0031 Cubic Yard 7.000 01 n c1 Rock, Class r-3 0851-0003 Square Yard 34.000 01 n c1 Rock Apron 0860-0000 Each 6.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 13.000 01 n m2 Inlet Filter Bag For Type s Inlet 0860-0002 Each 4.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0018 Linear Foot 2,684.000 01 n m2 Compost Filter Sock, 18" Diameter 0867-0022 Linear Foot 166.000 01 n m2 Compost Filter Sock, 24" Diameter 0867-0032 Linear Foot 137.000 01 n c1, h, m2 Compost Filter Sock, 32" Diameter 0901-0001 Lump Sum 1.000 06 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 50.000 06 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 4,700.000 06 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 9,050.000 06 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 81.000 06 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 4.000 06 n q 3-Line Changeable Message Sign Without Telecommunications 0901-0702 Each 3.000 06 n p, q Temporary Traffic Signals (Portable Only) 0901-0712 Each 3.000 06 n p, q Temporary Traffic Control Signal Reset (Portable Only) 0931-0003 Square Foot 17.000 01 n r Post Mounted Signs, Type b, Steel Square Post 4937-0076 Each 18.000 01 n Yes o1, q Proj Non Plowable Raised Pavement Markers (One Way w/b) , Reflector Unit 0937-0104 Each 8.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 28.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0112 Each 8.000 01 n j, r Guide Rail Mounted Delineator Type d, (y/b) 0937-0113 Each 28.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0330 Each 7.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0339 Each 10.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0941-0001 Each 3.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 7,800.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 7,800.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 160.000 06 n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 11,050.000 06 n o2, o3 4" Pavement Marking Removal 0964-0001 Linear Foot 3,154.000 06 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 24.000 06 n o 4" Yellow Epoxy Pavement Markings 0971-0001 Each 1.000 01 n r Remove Post Mounted Signs, Type b 5001-0020 Cubic Yard 110.000 02 n Yes k Proj Class c Cement Concrete , Backfill For Overexcavation 5018-0050 Lump Sum 1.000 02 n Req t1 Proj Removal Of Portion Of Existing Bridge 5018-0070 Lump Sum 1.000 03 n Req c1, t1 Proj Removal Of Portion Of Existing Culvert 1999-9999 Hour 1,000.000 02 n z Std Trainees e 8030-0001 Lump Sum 1.000 02 n Yes s Std Bridge Structure, As Designed,s-37919 a 1002-0053 Pound 192,643.000 02 n s7 Reinforcement Bars, Epoxy Coated a 1002-0220 Pound 422.000 02 n s7 Stainless Steel Reinforcement Bars a 1005-1105 Linear Foot 2,122.000 02 n u Steel Beam Bearing Piles, Hp14x73 a 1005-1213 Each 34.000 02 n u Steel Beam (Normal Duty) Pile Tip Reinforcement, Hp 14x73 a 1019-0050 Square Yard 1,215.000 02 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) o 8000-0001 Lump Sum 1.000 02 n s Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 02 n t Std Steel Bridge Structure e 8430-0001 Lump Sum 1.000 03 n Yes s4 Std Cast In Place Concrete Arch, As Designed,s-37920 a 1002-0053 Pound 22,205.000 03 n s7 Reinforcement Bars, Epoxy Coated a 1090-0600 Cubic Foot 18.000 03 n s2 Proj Class Aa Cement Concrete Repairs o 8550-0001 Lump Sum 1.000 03 n s4 Std Precast Reinforced Concrete Arch Culvert 9000-0004 Linear Foot 21.000 01 n g4 Proj Sawcutting Of Existing Pavement 9000-0006 Each 1.000 01 n Zz Proj Mail Box Relocation 9000-0008 Dollar 7,500.000 $1.0000 $7,500.00 01 y f1 Proj Unforeseen Pavement Repair 9000-0041 Lump Sum 1.000 01 n x Proj Temporary Stream Diversion - Stream #5 Unt 9000-0042 Lump Sum 1.000 01 n x Proj Temporary Stream Diversion - Stream #4 Unt 9000-0043 Lump Sum 1.000 01 n x Proj Temporary Stream Diversion - Stream #3 Unt To Raccoon Creek 9000-0044 Lump Sum 1.000 01 n x Proj Swmf - Facility #1 9000-0046 Lump Sum 1.000 01 n x Proj Post Construction Stormwater Management Closeout Sr 4007 c10 9000-0801 Each 5.000 02 n c1 Proj Existing Pile Extraction 9000-0850 Cubic Yard 20.000 02 n c1 Proj Overexcavation And Backfilling Under Foundation, s-37919 9000-0851 Cubic Yard 10.000 03 n c1 Proj Overexcavation And Backfilling Under Foundation, s-37920 9000-1400 Each 1.000 02 n x Proj Surface Monument 9000-1401 Each 4.000 02 n x Proj Surface Monument Monitoring 9000-5000 Each 4.000 01 n c1, h, m2 Std Concrete Washout 9000-7102 Each 1.000 02 n c2, c6, u Proj Dynamic Pile Load Testing 9203-0101 Lump Sum 1.000 02 n x Std Temporary Excavation Support And Protection System, s-37919 9203-0102 Lump Sum 1.000 03 n x Std Temporary Excavation Support And Protection System, s-37920
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