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Last Updated | 03/01/2019 02:07 AM |
Project Title | SR 36 Buckhorn Slide |
Physical Address | View project details and contacts |
City, State (County) | PA (Blair County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Shoreline/Erosion/Drainage |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | $200,000 to $499,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | The Correction Of The Emergency Slide Repair And Will Consist Of Tree Removal, Excavation Of The Slide Material, Benching, And Rebuilding The Slope With Rock. The Slope Failure Continues To Migrate Towards The Travel Lane Which Will Require Closing The South-Bound Lane To Complete The Repair. The North-Bound Lanes Will Be Used For Traffic Control. The Existing Guiderail, Pavement, And Pavement Markings Within The Areas That Have Failed And Is Also To Be Repaired Including Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 0036, Section 38e In Blair County, Logan Township At The Location Indicated On The Plan. 0203-0001 Cubic Yard 1,221.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 99.000 01 n c1 Class 1b Excavation 0205-0365 Ton 3,219.000 01 n c1 Selected Borrow Excavation Rock, Class r-5 0212-0014 Square Yard 1,000.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0311-0328 Square Yard 200.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 7" Depth 0350-0121 Ton 95.000 01 n c, e Subbase (No. 2a) 0411-0382 Square Yard 200.000 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-h 0411-7370 Ton 24.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 600.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0008 Lump Sum 1.000 02 n x Inspector's Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 4610-7002 Linear Foot 100.000 01 n Yes h2 Std 6" Pavement Base Drain Excluding Geotextile 0615-0050 Each 1.000 01 n h2 Subsurface Drain Outlet Endwall (Sloped) 0615-0066 Each 1.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0620-0500 Linear Foot 200.000 01 n j Reset Guide Rail 0627-0011 Each 2.000 01 n j1 Temporary End Transition 0627-3020 Linear Foot 500.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0686-0040 Lump Sum 1.000 01 n x Construction Surveying, Type c 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.0000 $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 0804-0013 Pound 18.000 01 n m3 Seeding And Soil Supplements - Formula d 0806-0121 Square Yard 351.000 01 n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 0810-0052 Each 5.000 01 n a, m1 Selective Tree Removal 0867-0032 Linear Foot 186.000 01 n c1, h, m2 Compost Filter Sock, 32" Diameter 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0203 Each 1.000 01 n q Arrow Panel 0901-0240 Square Foot 30.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 7,136.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 2,803.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0333 Linear Foot 500.000 01 n o 12" Standard Pavement Markings, Paint & Beads, White 0901-0461 Each 2.000 01 n q Full-Matrix Changeable Message Sign Without Telecommunications 0937-0107 Each 5.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 5.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0963-0004 Linear Foot 18,053.000 01 n o2, o3 4" Pavement Marking Removal | ||||||||||||
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