Similar Projects
Last Updated | 01/14/2022 05:23 AM |
Project Title | Jefferson Short Span Length Group Bridges |
Physical Address | View project details and contacts |
City, State (County) | PA (Jefferson 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 | Replacement Of The Existing Single Span Structures Carrying Pa 949 And Sr 1013 (Airport Road) Over Mill Run, Pine Run, And Keys Run In Eldred, Heath, And Washington Townships, Jefferson County And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 949 & 1013, Section 554, In Jefferson County Eldred, Heath & Washington Townships From Approximately 6.4 Miles East Of The Intersection Of Sr 0949 And Interstate 80 At Segment 0150 Offset 1100 To Approximately 0.3 Miles West Of The Intersection Of Sr 1013 And Sr 0830 At Segment 0010 Offset 2262. 201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 203-0001 Cubic Yard 3,362.000 01** n c Class 1 Excavation 203-0006 Linear Foot 1,329.000 01** n g4 Saw Cutting 204-0001 Cubic Yard 128.000 01 n c1, h Class 2 Excavation 4205-0263 Cubic Yard 163.000 01 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-3 Limestone 4205-0264 Cubic Yard 152.000 01 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-4 Limestone 4205-0363 Ton 139.000 11** n Yes c1 Proj Selected Borrow Excavation Rock, Class r-3 , Limestone 4205-0366 Ton 364.000 11** n Yes c1 Proj Selected Borrow Excavation Rock, Class r-6 , Limestone 4205-0367 Ton 90.000 11 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-7 , Limestone, Grouted 208-0001 Hour 10.000 01** n c Proj Special Rolling 212-0001 Linear Foot 386.000 01 n c3, h, m2 Geotextile, Class 1 212-0014 Square Yard 4,337.000 01** n c3, h, m2 Geotextile, Class 4, Type a 212-0016 Square Yard 755.000 01** n c3, h, m2 Geotextile, Class 4, Type c 213-0002 Dollar 15,000.000 $1.00 $15,000.00 01 y z Temporary Project Air Pollution Control 313-0337 Ton 422.000 01** n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 350-0106 Square Yard 1,845.000 01** n c, e Subbase 6" Depth (No. 2a) 350-0108 Square Yard 91.000 02 n c, e Subbase 8" Depth (No. 2a) 350-0120 Cubic Yard 100.000 01 n c, e Subbase (No. 2a) 413-0194 Square Yard 4,106.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-m 413-2059 Ton 24.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 413-6037 Ton 374.000 01** n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix 460-0004 Gallon 1,218.000 01** n f4 Asphalt Tack Coat (Ntt/Cntt) 4461-0002 Gallon 503.000 01** n Yes f4 Proj Asphalt Prime Coat , Crs-2pm 491-0014 Square Yard 503.000 01 n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 608-0001 Lump Sum 1.000 02 n x Mobilization 609-0003 Lump Sum 1.000 94 n x Inspector`s Field Office And Inspection Facilities, Type b 609-0009 Lump Sum 1.000 94 n x Std Equipment Package 610-7002 Linear Foot 731.000 01** n h2 6" Pavement Base Drain 615-0022 Linear Foot 156.000 01** n h2 6" Subsurface Drain Outlets 615-0040 Each 5.000 01** n h2 Subsurface Drain Outlet Endwall 615-0066 Each 5.000 01** n c1, h2, r 66" Red Subsurface Drain Outlet Marker 619-0459 Each 6.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 4619-0459 Each 3.000 01 n Yes j1, j3 Proj Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) Modified 620-0400 Each 2.000 01 n j Terminal Section, Single 620-0503 Linear Foot 793.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 4620-0872 Each 1.000 01 n Yes j Proj Buried-In-Backslope Terminal, Single Panel Modified 620-1600 Linear Foot 613.000 01 n j Type 31-s Guide Rail 4620-1600 Linear Foot 375.000 01 n Yes j Proj Type 31-s Guide Rail Modified 620-1625 Linear Foot 100.000 01 n j Type 31-Sc Guide Rail 4620-1625 Linear Foot 50.000 01 n Yes j Proj Type 31-Sc Guide Rail Modified 620-1670 Each 2.000 01 n j Type 31-Strong Post In-Line Anchor 627-3050 Linear Foot 50.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=5` 643-0001 Linear Foot 389.000 01 n j1 Temporary Concrete Barrier, Structure Mounted 644-0001 Linear Foot 121.000 02 n j1 Temporary Concrete Barrier, Structure Mounted, Reset 677-0001 Cubic Yard 24.000 01 n c1, e Selected Material Surfacing 686-0051 Lump Sum 1.000 01 n x Construction Surveying, Type d 689-0003 Lump Sum 1.000 01 n x Cpm Schedule 690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 696-0610 Each 2.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 697-0610 Each 3.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 703-0025 Cubic Yard 4.000 01 n c1, h No. 57 Coarse Aggregate 802-0001 Cubic Yard 104.000 01 n c1, m Topsoil Furnished And Placed 804-0001 Pound 9.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 804-0004 Pound 19.000 01** n m3 Seeding - Formula e, Including Mulch 804-0007 Pound 4.000 01 n m3 Seeding And Soil Supplements - Formula w, Including Mulch 804-0019 Pound 156.000 01** n m3 Seeding And Soil Supplements - Formula n 4806-0113 Square Yard 3,580.000 01** n Yes m2 Proj Temporary Short-Term, Rolled Erosion Control Product, Type 2d , Organic 4808-0128 Each 15.000 01 n Yes m Proj Shrub , Speckled Alder (2` Ht. #3 Cont.) 4808-0140 Each 100.000 01 n Yes m Proj Live Stakes , Silky Dogwood 4808-0141 Each 100.000 01 n Yes m Proj Live Stakes , Black Willow 811-0003 Linear Foot 612.000 01** n j2, m Temporary Protective Fence 845-0001 Dollar 15,000.000 $1.00 $15,000.00 01 y m2 Unforeseen Water Pollution Control 850-0031 Cubic Yard 57.000 01 n c1 Rock, Class r-3 850-0032 Cubic Yard 12.000 01 n c1 Rock, Class r-4 855-0003 Each 3.000 01** n m2 Pumped Water Filter Bag 855-0004 Each 3.000 01** n m2 Replacement Pumped Water Filter Bag 856-0001 Each 4.000 01 n c1 Removal Sediment And Rock Barrier 867-0018 Linear Foot 1,831.000 01** n m2 Compost Filter Sock, 18" Diameter 901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 901-0002 Lump Sum 1.000 02 n q Proj 901-0003 Lump Sum 1.000 01 n q Proj 901-0231 Day 110.000 01** n q Additional Warning Lights, Type b 901-0232 Day 50.000 01 n q Additional Warning Lights, Type c 901-0240 Square Foot 500.000 01** n q, r Additional Traffic Control Signs 901-0330 Linear Foot 4,870.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 901-0334 Linear Foot 22.000 01 n o 24" Standard Pavement Markings, Paint & Beads, White 931-0003 Square Foot 42.000 01 n r Post Mounted Signs, Type b, Steel Square Post 935-0001 Square Foot 5.000 01 n r Post Mounted Signs, Type f 937-0105 Each 12.000 01** n j, r Guide Rail Mounted Delineator Type b, (y/y) 937-0107 Each 23.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/w) 937-0114 Each 23.000 01** n j, r Guide Rail Mounted Delineator Type d, (w/w) 937-0321 Each 12.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Yellow Post With Yellow Sheeting 937-0334 Each 4.000 02 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Yellow Sheeting 941-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type b 962-1005 Linear Foot 11,996.000 01** n o 4" Yellow Waterborne Pavement Markings 963-0001 Square Foot 1,706.000 01 n o2, o3 Pavement Marking Removal 971-0001 Each 9.000 01** n r Remove Post Mounted Signs, Type b 1018-0001 Lump Sum 1.000 11 n t1 Removal Of Existing Bridge 5018-0002 Lump Sum 1.000 12 n Yes t1 Proj Removal Of Existing Bridge Modified 1018-0003 Lump Sum 1.000 13 n t1 e 8510-1001 Lump Sum 1.000 11 n Yes s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-38971 a 1002-0052 Pound 350.000 11 n s7 Reinforcement Bars, Epoxy Coated o 8510-1002 Lump Sum 1.000 n s4 Std 10`-0" x 8`-0" Precast Reinforced Concrete Box Culvert With Precast End Sections o 8520-1001 Lump Sum 1.000 n s4 Std 10`-0" x 8`-0" Cast-In-Place Reinforced Concrete Box Culvert With Cast-In-Place End Sections e 8510-2001 Lump Sum 1.000 12 n Yes s4 Std Precast Concrete Culvert Structure, As-Designed, s-38972 a 1002-0052 Pound 690.000 12 n s7 o 8510-2002 Lump Sum 1.000 n s4 Std Precast Concrete Culvert Structure o 8520-2001 Lump Sum 1.000 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert e 8510-3001 Lump Sum 1.000 13 n Yes s4 Std Precast Concrete Culvert Structure, As-Designed, s-38973 a 1002-0052 Pound 245.000 13 n s7 o 8510-3002 Lump Sum 1.000 n s4 Std o 8520-3001 Lump Sum 1.000 n s4 Std 9000-0001 Ton 330.000 01** n f Proj Asphalt Build-Up 9000-0002 Lump Sum 1.000 02 n m2 Proj Temporary Pumped Water Bypass System 9000-0003 Lump Sum 1.000 01 n m2 Proj 9000-0004 Lump Sum 1.000 01 n m2 Proj 9000-0005 Each 3.000 01** n m2 Proj Rock Filter 9000-0006 Each 3.000 01** n m2 Proj Temporary Diversion Dam 9000-0007 Cubic Yard 22.000 01 n c1 P oj Unt To Pine Run Recover, Stockpile And Place Existing Channel Substrate 9000-0008 Cubic Yard 11.000 01 n m2 Proj Impervious Liner 9000-0010 Lump Sum 1.000 01 n c1 Proj Temporary Pipe Conduit 9000-0200 Dollar 10,000.000 $1.00 $10,0 0.00 01 y j3 Proj Repair Temporary Impact Attenuating Device 9000-0841 Dollar 10,000.000 $1.00 $10,000.00 02 y f1 Proj Repair Detour Route, t-841 9000-1000 Cubic Yard 89.000 11** n c1 Proj Removal, Stockpiling, And Placement Of Existing Streambed Material 9203-2102 Lump Sum 1.000 12 n s5 Std Temporary Excavation Support And Protection System 9205-0200 Cubic Yard 2,863.000 01** n c1 Proj Selected Borrow Excavation, 206 Rock 9205-0366 Ton 96.000 12** n c1 Proj Selected Borrow Excavation Rock, Class r-6, Limestone, Grouted 9810-0024 Dollar 4,000.000 $1.00 $4,000.00 01 y m1 Proj Tree Trimming 9901-0701 Lump Sum 1.000 01 n p Proj Temporary Traffic Signal |
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Details | Bridge, New Construction.
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Bidder's List | View project details and contacts | ||||||||||||||||||||
Prospective Bidders | View project details and contacts | ||||||||||||||||||||
Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |