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Last Updated | 06/19/2020 07:53 AM |
Project Title | US 30 Left Turn Lane at T-455 |
Physical Address | View project details and contacts |
City, State (County) | PA (Bedford County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Paving/Reconstruction |
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 | The project is for the widening of SR 0030 and includes the addition of a left turn lane onto T455 Mount Dallas Road, the construction of a 40’ radius cul-de-sac on T455 Mount Dallas Road. Work also includes guiderail and drainage upgrades, signing, and other miscellaneous construction as indicated on the approved drawings included in the bid package for State route 0030, section 04s, in bedford county, snake spring township at the locations indicated on the plan. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 1,227.000 01 n c Class 1 Excavation 4205-0100 Cubic Yard 233.000 01 n Yes c1 Proj Foreign Borrow Excavation 206 Rock 0206-0010 Ton 15.000 01 n c1 Select Granular Material (2rc) 0212-0014 Square Yard 1,984.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0311-0323 Square Yard 493.000 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 0311-0326 Square Yard 1,140.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 6" Depth 0350-0106 Square Yard 477.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0111 Square Yard 1,536.000 01 n c, e Subbase 11" Depth (No. 2a) 0411-0385 Square Yard 724.000 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 3,107.000 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 0411-1595 Ton 187.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-l 0411-6560 Square Yard 1,140.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 3 To < 10 Million Esals, 19.0 Mm Mix, 3" Depth 0460-0003 Square Yard 8,077.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 476.000 01 n f4 Bituminous Prime Coat 0491-0012 Square Yard 231.000 01 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0014 Square Yard 1,968.000 01 n f3 Milling Of Bituminous Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 02 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 4610-7002 Linear Foot 807.000 01 n Yes h2 Std 6" Pavement Base Drain Excluding Geotextile 0615-0022 Linear Foot 12.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 1.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 1.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 8.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 2.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0011 Each 4.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 0620-0400 Each 3.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 1,864.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 1,150.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 63.000 01 n j Type 31-Sc Guide Rail 0620-1670 Each 3.000 01 n j Type 31-Strong Post In-Line Anchor 0623-0122 Each 2.000 01 n j1 End Transition, Single Face Concrete Barrier 0627-3050 Linear Foot 1,510.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=5` 0660-0023 Linear Foot 969.000 01 n f3 Milled Shoulder Rumble Strips 0677-0002 Ton 25.000 01 n c1, e Selected Material Surfacing 0686-0030 Lump Sum 1.000 01 n x Construction Surveying, Type b, Modified 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0696-0610 Each 2.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0804-0001 Pound 10.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 50.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0806-0121 Square Yard 48.000 01 n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 0860-0002 Each 2.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0012 Linear Foot 1,023.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0203 Each 1.000 01 n q Arrow Panel 0901-0240 Square Foot 250.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 3,620.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 3,620.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0333 Linear Foot 1,510.000 01 n o 12" Standard Pavement Markings, Paint & Beads, White 0901-0461 Each 1.000 01 n q Full-Matrix Changeable Message Sign Without Telecommunications 0931-0001 Square Foot 65.000 01 n r Post Mounted Signs, Type b 0932-0001 Square Foot 72.000 01 n r Post Mounted Signs, Type c 0935-0001 Square Foot 135.000 01 n r Post Mounted Signs, Type f 0937-0110 Each 36.000 01 n j, r Guide Rail Mounted Delineator Type Cs, (w/b) 0937-0333 Each 10.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0960-0022 Linear Foot 370.000 01 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0224 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0962-1000 Linear Foot 2,162.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 2,160.000 01 n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 4,058.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 3,451.000 01 n o2, o3 Pavement Marking Removal 0966-0011 Each 7.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0966-0017 Each 22.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/b) 0966-0018 Each 19.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 0966-0300 Each 31.000 01 n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 0971-0001 Each 1.000 01 n r Remove Post Mounted Signs, Type b |
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Project Documents |
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