Similar Projects
| Last Updated | 12/07/2018 12:07 AM |
| Project Title | SR 4010 Over Bute Run |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Fayette 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 project consists of the replacement of the existing structure carrying SR 4010 over Bute Run with a precast concrete box culvert and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 4010, SECTION J10 in FAYETTE COUNTY FRANKLIN TOWNSHIP from approximately 100 feet east of the intersection of STATE ROUTE SR 1043 at segment 0140 offset 2592 to approximately segment 0150 offset 0371. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 841.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 35.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 372.000 01 n c1, h Class 2 Excavation 0204-0100 Cubic Yard 70.000 01 n c1, s1, t1 Class 3 Excavation 0204-0150 Cubic Yard 3.000 01 n c1, h, s Class 4 Excavation 4205-0200 Cubic Yard 319.000 01 n Yes c1 Std Selected Borrow Excavation 206 Rock, Sandstone 0205-0281 Cubic Yard 240.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0212-0001 Linear Foot 310.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 800.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 719.000 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 0311-0320 Square Yard 874.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 4350-0106 Square Yard 1,149.000 01 n Yes c, e Std Subbase 6" Depth (No. 2a) Absorption Percentage 0411-0385 Square Yard 874.000 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 0411-6350 Square Yard 890.000 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 0460-0003 Square Yard 1,747.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 184.000 01 n f4 Bituminous Prime Coat 0601-9065 Linear Foot 9.000 01 n h 24" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 12 Gage 4605-2600 Each 1.000 01 n Yes k Proj Type d Endwall Dual Existing Pipes 4605-2630 Each 1.000 01 n Yes k Proj Type e-s Endwall Extended Height 0608-0001 Lump Sum 1.000 04 n x Std Mobilization 0609-0008 Lump Sum 1.000 03 n x Inspector's Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 03 n x Std Equipment Package 0610-7001 Linear Foot 310.000 01 n h2 4" Pavement Base Drain 0615-0021 Linear Foot 70.000 01 n h2 4" Subsurface Drain Outlets 4615-0021 Linear Foot 14.000 01 n Yes h2 Proj 4" Subsurface Drain Outlets For Driveways 0615-0040 Each 3.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 3.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0620-0015 Each 4.000 01 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 0620-0400 Each 3.000 01 n j Terminal Section, Single 4620-0503 Linear Foot 365.000 01 n Req c1, j Std Remove Existing Guide Rail (Contractor's Property) 0620-1050 Linear Foot 25.000 01 n j Type 2-Wc Guide Rail 0620-1400 Linear Foot 25.000 01 n j Type 2-Wcc Guide Rail 0620-1600 Linear Foot 163.000 01 n j Type 31-s Guide Rail 0620-1605 Linear Foot 63.000 01 n j Type 31-s Guide Rail With Extra Length Posts 0620-1645 Linear Foot 113.000 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 4627-3020 Linear Foot 210.000 01 n Yes j1 Std Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' With 12" Paint Lines And Delineators 0677-0001 Cubic Yard 9.000 01 n c1, e Selected Material Surfacing 0686-0050 Lump Sum 1.000 03 n x Construction Surveying, Type d 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0696-0610 Each 2.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0803-0001 Cubic Yard 96.000 01 n c1, m Placing Stockpiled Topsoil 0804-0001 Pound 37.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 108.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 8.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 9.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 4804-0021 Pound 1.000 01 n Yes m3 Proj Seeding And Soil Supplements - Formula w , Wetland Native Seed Mix Including Mulch 0805-0050 Square Yard 538.000 01 n m3 Mulch Control Netting 4806-0121 Square Yard 2,609.000 01 n Yes m2 Proj Temporary Extended-Term, Rolled Erosion Control Product, Type 3b Organic 0806-0140 Square Yard 109.000 01 n m2 Permanent Rolled Erosion Control Product, Type 5a 0845-0001 Dollar 1,000.000 $1.0000 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 2.000 01 n c1 Rock Construction Entrance 0850-0022 Square Yard 96.000 01 n c1 Rock, Class r-4 0851-0003 Square Yard 14.000 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 4856-0001 Each 4.000 01 n Req c1 Std Rock Barrier 0867-0018 Linear Foot 264.000 01 n m2 Compost Filter Sock, 18" Diameter 4901-0001 Lump Sum 1.000 05 n Yes q Proj Maintenance And Protection Of Traffic During Construction , With Additional Provisions 0901-0231 Day 30.000 05 n q Additional Warning Lights, Type b 0901-0240 Square Foot 100.000 05 n q, r Additional Traffic Control Signs 0901-0450 Each 2.000 05 n q 3-Line Changeable Message Sign With Telecommunications 0931-0003 Square Foot 26.000 05 n r Post Mounted Signs, Type b, Steel Square Post 0932-0001 Square Foot 8.000 05 n r Post Mounted Signs, Type c 0935-0001 Square Foot 16.000 05 n r Post Mounted Signs, Type f 0937-0106 Each 11.000 05 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0113 Each 11.000 05 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0962-1004 Linear Foot 28.000 05 n o 24" White Waterborne Pavement Markings 0962-1005 Linear Foot 800.000 05 n o 4" Yellow Waterborne Pavement Markings 1018-0001 Lump Sum 1.000 02 n t1 Proj Removal Of Existing Bridge 1019-0050 Square Yard 187.000 02 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) e 8510-0001 Lump Sum 1.000 02 n Yes s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-37379 a 1002-0053 Pound 5,783.000 02 n s7 Reinforcement Bars, Epoxy Coated o 8510-0002 Lump Sum 1.000 02 n s4 Std 22'-0" x 10'-0" Precast Reinforced Concrete Box Culvert With Precast End Sections o 8520-0001 Lump Sum 1.000 02 n s4 Std 22'-0" x 10'-0" Cast-In-Place Reinforced Concrete Box Culvert With Cast-In-Place End Sections 9000-0001 Lump Sum 1.000 01 n h Proj Stainless Steel Pipe Guard 9000-0002 Linear Foot 160.000 01 n h Proj Acid Mine Drainage Pipe Removal 9000-0003 Lump Sum 1.000 01 n m2 Proj Temporary Water Diversion Device 9000-0005 Lump Sum 1.000 01 n x Proj Mailbox Relocation 9000-0006 Dollar 4,000.000 $1.0000 $4,000.00 01 y j3 Proj Repair Temporary Impact Attenuating Device 9000-0007 Lump Sum 1.000 01 n h Proj Concrete Collar For Pipe Extension 9000-5000 Each 1.000 01 n x Std Concrete Washout | ||||||||||||||||||||||
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| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
