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Last Updated | 02/20/2021 12:15 AM |
Project Title | SR 3016 Campbell Run 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 a 15'-0" x 5'-6" precast reinforced concrete box culvert and inlet and outlet sections over Campbell 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 the length of approximately 405.75 linear feet (0.077 miles), as indicated on the approved drawings included in the bid package for State Route 3016, Section a03, In Clearfield County, Ferguson Township. 0203-0001 Cubic Yard 316.000 01 n c Class 1 Excavation 0203-0006 Linear Foot 43.000 01 n g4 Saw Cutting 0205-0100 Cubic Yard 11.000 01 n c1 Foreign Borrow Excavation 0205-0263 Cubic Yard 5.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0212-0001 Linear Foot 342.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 67.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0313-0337 Ton 194.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0121 Ton 272.000 01 n c, e Subbase (No. 2a) 0413-0205 Ton 74.000 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 122.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 1,747.000 01 n f4 Asphalt Tack Coat 0601-5901 Linear Foot 51.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0608-0001 Lump Sum 1.000 03 n x Mobilization 0610-7001 Linear Foot 342.000 01 n h2 4" Pavement Base Drain 0615-0021 Linear Foot 21.000 01 n h2 4" Subsurface Drain Outlets 0615-0066 Each 2.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 1.000 01 n j Terminal Section, Single 0620-0595 Linear Foot 25.000 01 n j Structure Mounted Guide Rail 0620-1600 Linear Foot 125.000 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 1.000 01 n j Type 31-Strong Post In-Line Anchor 4677-0004 Ton 71.000 01 n Yes c1, e Std Selected Material Surfacing Use Subbase 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 0804-0003 Pound 2.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 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 4.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 5.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0339 Each 4.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0962-1005 Linear Foot 600.000 01 n o 4" Yellow Waterborne Pavement Markings 9000-0019 Each 1.000 01 n r Std Covid-19 Safety Plan Sign 9000-0020 Dollar 5,000.000 $1.00 $5,000.00 01 y c1 Proj Unforeseen Repairs 9000-0215 Linear Foot 30.000 02 n s4 Proj 15`-0"x 5`-6" Precast Reinforced Concrete Box Culvert Sections 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 Precast Reinforced Concrete Box Culvert Inlet Section 9000-0255 Lump Sum 1.000 02 n v2 Proj Off-Site Disposal Of Bridge Waste |
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