Similar Projects
| Last Updated | 04/08/2019 02:47 AM |
| Project Title | PA 366 over Pucketa CK |
| 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 | $500,000 to $999,999 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | Replacement Of The Bridge That Carries s.r. 0366 (Greensburg Road) Over a Branch Of Pucketa Creek. Also Included Will Be Minor Roadway Approach Work, Drainage Upgrades, Guide Rail Upgrades, New Signing And Pavement Markings, And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 0366, Section d20, In Westmoreland County, Lower Burrell Borough From Approximately 335 Feet West Of The Intersection Of Millers Lane And s.r. 0366 At Segment 0082 Offset 1543 To Approximately 280 Ft East Of The Intersection Of Millers Lane And s.r. 0366 At Segment 0082 Offset 2160. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 472.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 73.000 01 n c1 Class 1b Excavation 0204-0150 Cubic Yard 2.000 01 n c1, h, s Class 4 Excavation 0205-0200 Cubic Yard 33.000 01 n c1 Selected Borrow Excavation 0205-0264 Cubic Yard 19.000 02 n c1 Selected Borrow Excavation Rock, Class r-4 4205-0267 Cubic Yard 42.000 02 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-7 Class a Cement Concrete 0212-0001 Linear Foot 361.000 01 n c3, h, m2 Geotextile, Class 1 0213-0002 Dollar 3,000.000 $1.0000 $3,000.00 01 y z Temporary Project Air Pollution Control 0311-0323 Square Yard 107.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0311-0426 Square Yard 191.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth 0311-0529 Square Yard 672.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 7 1/2" Depth 0311-0537 Ton 18.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 191.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 672.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0112 Square Yard 107.000 01 n c, e Subbase 12" Depth (No. 2a) 0411-0385 Square Yard 141.000 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 0411-0582 Square Yard 758.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-6550 Square Yard 679.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 3 To < 10 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0411-6570 Ton 16.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 3 To < 10 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 1,635.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0002 Gallon 50.000 01 n f4 Bituminous Prime Coat 0491-0012 Square Yard 64.000 01 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor e 4601-7313 Linear Foot 126.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill Including Excavation, Backfill And Removal Of Existing Pipe o 4601-0763 Linear Foot 126.000 01 n Yes h Proj 18" Ductile Iron Pipe Including Excavation, Backfill And Removal Of Existing Pipe o 4601-0313 Linear Foot 126.000 01 n Yes h Proj 18" Thermoplastic Pipe, Group i, 15'-1.5' Fill Including Excavation, Backfill And Removal Of Existing Pipe 0605-2731 Set 2.000 01 n k Type m 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 04 n x Std 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 361.000 01 n h2 6" Pavement Base Drain 0610-7400 Cubic Yard 2.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0022 Linear Foot 51.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 4.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 4.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0618-0022 Each 1.000 01 n h Concrete Collar For 18" Pipe Extension 0619-0740 Each 1.000 01 n j3 Permanent Impact Attenuating Device, Type v, Test Level 3, (Mash) 4620-0015 Each 4.000 01 n Yes j Proj Thrie-Beam To Vertical Wall Bridge Barrier Transition , With Guiderail 0620-0400 Each 3.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 117.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-1600 Linear Foot 125.000 01 n j Type 31-s Guide Rail 0620-1670 Each 3.000 01 n j Type 31-Strong Post In-Line Anchor 4627-3020 Linear Foot 152.000 01 n Yes j1 Proj Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' ,Including Paint And Delineators 4628-3020 Linear Foot 128.000 01 n Yes j1 Proj Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' , Including Paint And Delineators 4643-0002 Linear Foot 20.000 01 n Yes j1 Proj Temporary Concrete Median Barrier, Structure Mounted , Including Paint And Delineators 4644-0002 Linear Foot 20.000 01 n Yes j1 Proj Temporary Concrete Median Barrier, Structure Mounted, Reset , Including Paint And Delineators 4660-0001 Linear Foot 199.000 01 n Req f3 Std Milled Centerline Rumble Strips 0677-0001 Cubic Yard 8.000 01 n c1, e Selected Material Surfacing 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 0690-0001 Dollar 1,000.000 $1.0000 $1,000.00 03 y x Internal Facilitation 0696-0610 Each 2.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 2.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0703-0020 Cubic Yard 19.000 01 n c1, h No. 1 Coarse Aggregate 0802-0001 Cubic Yard 21.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 2.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 7.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 9.000 01 n m3 Seeding - Formula e, Including Mulch 0806-0113 Square Yard 65.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0845-0001 Dollar 5,000.000 $1.0000 $5,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 2.000 01 n c1 Rock Construction Entrance 0855-0003 Each 1.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 2.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 4.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0012 Linear Foot 435.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 05 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 75.000 05 n q Additional Warning Lights, Type b 0901-0232 Day 75.000 05 n q Additional Warning Lights, Type c 0901-0240 Square Foot 150.000 05 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 14.000 05 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 552.000 05 n o 4" Standard Pavement Markings, Paint & Beads, White 4901-0702 Each 3.000 05 n Req p, q Proj Temporary Traffic Signals (Portable Only) 0931-0003 Square Foot 11.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0937-0107 Each 8.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 8.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0945-0001 Each 2.000 01 n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 1,504.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 1,442.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 563.000 01 n o2, o3 Pavement Marking Removal 0966-0011 Each 5.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 1001-0010 Cubic Yard 6.000 01 n s2 Class a Cement Concrete 1018-0001 Lump Sum 1.000 02 n t1 Std Removal Of Existing Bridge e 8510-0001 Lump Sum 1.000 02 n Yes s4 Std Precast Concrete Box Culvert, As Designed, s-37744 a 1002-0053 Pound 3,175.000 02 n s7 Reinforcement Bars, Epoxy Coated a 1002-0140 Each 26.000 02 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated o 8510-0002 Lump Sum 1.000 02 n s4 Std Precast Reinforced Concrete Box Culvert o 8520-0001 Lump Sum 1.000 02 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert 9000-0001 Dollar 25,000.000 $1.0000 $25,000.00 05 y f1, f2, q Proj Repair Of Detour Route 9000-0002 Lump Sum 1.000 01 n m2 Proj Temporary Stream Diversion 9000-0003 Dollar 10,000.000 $1.0000 $10,000.00 01 y v2 Proj Waste Management Plan 9000-0004 Dollar 5,000.000 $1.0000 $5,000.00 01 y v2 Proj Health And Safety Plan 9000-0005 Dollar 6,000.000 $1.0000 $6,000.00 01 y v2 Proj Site Work Plan 9000-0006 Cubic Yard 100.000 01 n v2 Proj Load, Transport And Dispose Of Regulated Fill Or Residual/Non-Hazardous Waste 9000-0007 Dollar 20,000.000 $1.0000 $20,000.00 01 y v2 Proj Handling And Onsite Treatment Of Contaminated Liquids 9000-0008 Dollar 50,000.000 $1.0000 $50,000.00 05 y q Proj Off-Duty Uniformed Police Officer 9000-0012 Linear Foot 70.000 01 n f, g4 Proj Sawcut Of Existing Pavement 9000-2081 Cubic Yard 100.000 01 n c1 Proj As Directed Subgrade Undercut 9000-5000 Each 2.000 01 n m2 Std Concrete Washout 9203-0101 Lump Sum 1.000 02 n c1, s5 Std Temporary Excavation Support And Protection System | ||||||||||||||||||||||
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