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Last Updated | 02/20/2021 02:16 AM |
Project Title | Baker Creek Box |
Physical Address | View project details and contacts |
City, State (County) | PA (Potter 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 description and location of the project is as follows: This work is the furnishing and placement of a 9.0' x 6'- 6" precast reinforced concrete box culvert and inlet and outlet sections over Baker Creek at a Department prepared site, construction of approach and roadway consisting of Superpave Asphalt Mixture Designs for the base, binder and wearing courses and furnishing and placement of guide rail, and miscellaneous construction all within a length of approximately 450 linear feet (0.085 miles) as indicated on the approved drawings included in the bid package for State Route 4009 Section a01, In Potter County, Hebron Township. On SR 4009 from Segment 0030/Offset 1865 to Segment 0040/Offset 0294. 0203-0001cubic Yard244.000 01nc Class 1 Excavation 0203-0006linear Foot38.000 01ng4 Saw Cutting 0204-0001cubic Yard2.000 01nc1, h Class 2 Excavation 0205-0100cubic Yard97.000 01nc1 Foreign Borrow Excavation 0212-0014square Yard681.000 01nc3, h, m2 Geotextile, Class 4, Type a 0313-0037ton185.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 58s-28, < 0.3 Million Esals, 25.0 Mm Mix 0350-0121ton137.000 01nc, e Subbase (No. 2a) 0413-0049ton65.000 01nf Superpave Asphalt Mixture Design, Wearing Course, Pg 58s-28, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6007ton109.000 01nf Superpave Asphalt Mixture Design, Binder Course, Pg 58s-28, < 0.3 Million Esals, 19.0 Mm Mix 0460-0001square Yard1,434.000 01nf4 Asphalt Tack Coat 0608-0001lump Sum1.000 03nx Mobilization 0619-0459each1.000 01nj1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400each1.000 01nj Terminal Section, Single 0620-0503linear Foot352.000 01nc1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0872each1.000 01nj Buried-In-Backslope Terminal, Single Panel 0620-1600linear Foot345.000 01nj Type 31-s Guide Rail 0620-1650each1.000 01nj Type 31-Strong Post End Treatment 0620-1670each1.000 01nj Type 31-Strong Post In-Line Anchor 0686-0020lump Sum1.000 01nx Construction Surveying, Type b 0686-0050lump Sum1.000 01nx Construction Surveying, Type d 0689-0001lump Sum1.000 01nx Narrative Schedule 0690-0001dollar1,000.000$1.00$1,000.0001yx Internal Facilitation 0901-0001lump Sum1.000 04nq Maintenance And Protection Of Traffic During Construction 0901-0240square Foot100.000 04nq, r Additional Traffic Control Signs 0937-0104each2.000 01nj, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106each3.000 01nj, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0339each2.000 01nr Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0937-0340each2.000 01nr Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Yellow/Blank Sheeting 0941-0001each1.000 01nr Reset Post Mounted Signs, Type b 9000-0001each2.000 01nrstd Covid 19 Safety Plan Sign 9000-0215linear Foot57.000 02ns4proj 9`-0" x 6`-6" Precast Reinforced Concrete Box Culvert Segments 9000-0216each1.000 02ns4proj Precast Reinforced Concrete Box Culvert Outlet Section 9000-0217each1.000 02ns4proj Precast Reinforced Concrete Box Culvert Inlet Section |
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