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Last Updated | 08/07/2020 06:09 AM |
Project Title | SR 171 Emergency Pipe Replacement |
Physical Address | View project details and contacts |
City, State (County) | PA (Susquehanna 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 | $99,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | For the construction of an Emergency Pipe Replacement On Sr 171 In Oakland Borough, Susquehanna County. Other work required is excavation, full depth paving, temporary traffic control, pavement markings and other miscellaneous/ concrete work as indicated on the drawings in the approved bid package. 0203-0004 Cubic Yard 24.000 01 n c1 Class 1b Excavation 0203-0006 Linear Foot 100.000 01 n g4 Saw Cutting 0212-0014 Square Yard 45.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0313-0428 Square Yard 45.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 7" Depth 0350-0108 Square Yard 45.000 01 n c, e Subbase 8" Depth (No. 2a) 4350-0121 Ton 40.000 01 n Yes c, e Proj Subbase (No. 2a) For Temporary Backfill 0413-0246 Square Yard 45.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0413-6046 Square Yard 45.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 3" Depth 0460-0003 Square Yard 90.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0601-7517 Linear Foot 50.000 01 n h 24" Reinforced Concrete Pipe, Type a, 7` - 3` Fill, Shore/Trench Box, 100 Year Design Life 0605-2731 Set 2.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0607-0013 Vertical Foot 2.000 01 n k Rebuilt Inlet Box 0608-0001 Lump Sum 1.000 01 n x Mobilization 0686-0040 Lump Sum 1.000 01 n x Construction Surveying, Type c 0689-0001 Lump Sum 1.000 01 n x Proj Narrative Schedule 0690-0001 Dollar 200.000 $1.00 $200.00 01 y x Internal Facilitation 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0962-1000 Linear Foot 16.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 16.000 01 n o 4" Yellow Waterborne Pavement Markings 9000-0001 Each 4.000 01 n c1 Proj Utility Test Hole 9000-0002 Lump Sum 1.000 01 n c1 Proj Temporary Support Of Existing Utilities |
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |