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Last Updated | 12/07/2018 12:16 AM |
Project Title | SR 3001 ov Deer Rn Box |
Physical Address | View project details and contacts |
City, State (County) | PA (Clearfield 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 an 15.0' x 7.5' precast reinforced concrete box culvert and inlet and outlet sections over Deer 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 401 linear feet (0.076 miles) as indicated on the approved drawings included in the bid package for STATE ROUTE 3001 SECTION A02, in CLEARFIELD COUNTY, BURNSIDE TOWNSHIP. On SR 3001 (Ridge Road), from Segment 0160 Offset 2878 to Segment 0170 Offset 0360 which is located near the Borough of New Washington. 0203-0001 Cubic Yard 201.000 01 n c Class 1 Excavation 0204-0150 Cubic Yard 2.000 01 n c1, h, s Class 4 Excavation 0212-0001 Linear Foot 541.000 01 n c3, h, m2 Geotextile, Class 1 0311-0337 Ton 166.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0121 Ton 211.000 01 n c, e Subbase (No. 2a) 0411-0395 Ton 58.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0411-6370 Ton 97.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 1,380.000 01 n f4 Bituminous Tack Coat 0491-0017 Square Yard 10.000 01 n f3 Milling Of Bituminous Pavement Surface, 4" Depth, Milled Material Retained By Contractor 0608-0001 Lump Sum 1.000 03 n x Mobilization 0610-7001 Linear Foot 444.000 01 n h2 4" Pavement Base Drain 0610-7400 Cubic Yard 2.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0021 Linear Foot 50.000 01 n h2 4" Subsurface Drain Outlets 0620-0400 Each 2.000 01 n j Terminal Section, Single 0620-0595 Linear Foot 36.000 02 n j Structure Mounted Guide Rail 0620-1600 Linear Foot 375.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail 4620-1625 Linear Foot 50.000 01 n Yes j Std Type 31-Sc Guide Rail With Rubbing Rail And Wood Offset Brackets 0620-1650 Each 2.000 01 n j Type 31-Strong Post End Treatment 0620-1670 Each 2.000 01 n j Type 31-Strong Post In-Line Anchor 4677-0002 Ton 4.000 01 n Yes c1, e Std Selected Material Surfacing Drive Adjustment 4677-0004 Ton 80.000 01 n Yes c1, e Std Selected Material Surfacing Scarify And Use Subbase 0689-0001 Lump Sum 1.000 01 n x Narrative Schedule 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 0937-0106 Each 5.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 4962-1005 Linear Foot 1,036.000 01 n Yes o Std 4" Yellow Waterborne Pavement Markings Double Application 9000-0004 Linear Foot 46.000 01 n g4 Std Sawcutting Of Existing Pavement 9000-0008 Dollar 5,000.000 $1.0000 $5,000.00 01 y f Proj Unforeseen Repairs 9000-0215 Linear Foot 29.000 02 n s4 Proj 15'-0"x 7'-6" Precast Reinforced Concrete Box Culvert Segments 9000-0216 Each 1.000 02 n s4 Proj Precast Reinforced Concrete Box Culvert End Section (Outlet) 9000-0217 Each 1.000 02 n s4 Proj Precast Reinforced Concrete Box Culvert End Section (Inlet) | ||||||
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