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Last Updated | 12/17/2021 02:37 AM |
Project Title | Moshannon Ck.Br. Box |
Physical Address | View project details and contacts |
City, State (County) | PA (Clearfield County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Bridge, 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 | This Work Is the Furnishing and Placement of a 9.0' X 9.0' Precast Reinforced Concrete Box Culvert and Inlet and Outlet Sections Over Unnamed Tributary to Little Laurel Run 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 625 Linear Feet (0.12 Miles) as Indicated on the Approved Drawings Included in the Bid Package for State Route 2051 Section A01, in Clearfield County, Decatur Township. On Sr 2051 From Segment 0080/offset 2714 to Segment 0090/offset 0193. Pennsylvania Department of Transportation Is Proposing to Replace the Existing Concrete Slab Bridge Carrying S.r. 2051 Over an Unnamed Tributary to Little Laurel Run, Decatur Township, Clearfield County 0203-0001 Cubic Yard 128.000 01 N C Class 1 Excavation 0203-0006 Linear Foot 49.000 01 N G4 Saw Cutting 0205-0100 Cubic Yard 29.000 01 N C1 Foreign Borrow Excavation 0212-0014 Square Yard 491.000 01 N C3, H, M2 Geotextile, Class 4, Type a 0313-0337 Ton 176.000 01 N E Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0121 Ton 94.000 01 N C, E Subbase (No. 2a) 0413-0205 Ton 42.000 01 N F Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6037 Ton 71.000 01 N F Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 936.000 01 N F4 Asphalt Tack Coat 0608-0001 Lump Sum 1.000 03 N X Mobilization 0620-0400 Each 4.000 01 N J Terminal Section, Single 0620-0872 Each 1.000 01 N J Buried-in-backslope Terminal, Single Panel 0620-1600 Linear Foot 963.000 01 N J Type 31-s Guide Rail 0620-1650 Each 1.000 01 N J Type 31-strong Post End Treatment 0620-1670 Each 4.000 01 N J Type 31-strong Post in-line Anchor 0677-0001 Cubic Yard 3.000 01 N C1, E Selected Material Surfacing 0689-0001 Lump Sum 1.000 01 N X Narrative Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 Y X Internal Facilitation 0901-0001 Lump Sum 1.000 04 N Q Maintenance and Protection of Traffic During Construction 0901-0240 Square Foot 100.000 04 N Q, R Additional Traffic Control Signs 0937-0104 Each 6.000 01 N J, R Guide Rail Mounted Delineator Type B, (Y/b) 0937-0106 Each 9.000 01 N J, R Guide Rail Mounted Delineator Type B, (W/b) 0937-0339 Each 2.000 01 N R Flexible Delineator Post, Ground-mount Type Gm-2, Red Post With White/blank Sheeting 0937-0340 Each 2.000 01 N R Flexible Delineator Post, Ground-mount Type Gm-2, Red Post With Yellow/blank Sheeting 0962-1000 Linear Foot 350.000 01 N O 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 350.000 01 N O 4" Yellow Waterborne Pavement Markings 9000-0215 Linear Foot 51.000 02 N S4 Proj 9'-0" X 9'-0" Precast Reinforced Concrete Box Culvert Segments 9000-0216 Each 1.000 02 N S4 Proj Precast Reinforced Concrete Box Culvert Outlet Section 9000-0217 Each 1.000 02 N S4 Proj |
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Details | Bridge, New Construction.
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Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |