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Last Updated | 02/12/2021 06:36 AM |
Project Title | Knapp Creek Box |
Physical Address | View project details and contacts |
City, State (County) | PA (McKean 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 | $100,000 to $199,999 |
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 9.0' x 5.5' precast reinforced concrete box culvert and inlet and outlet sections over Unnamed trib. to Knapp 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 225 linear feet (0.043 miles) as indicated on the approved drawings included in the bid package for State Route 0346 Section a11, In Mckean County, Otto Township. On Sr 0346 (Main Street), from Segment 0550 Offset 2123 to Segment 0550 Offset 1798 Station 519+75 to Station 523+00. North-west of town of Prentisvale. 0203-0001 Cubic Yard 125.000 01 n c Class 1 Excavation 0203-0006 Linear Foot 40.000 01 n g4 Saw Cutting 0204-0001 Cubic Yard 3.000 01 n c1, h Class 2 Excavation 0212-0014 Square Yard 454.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0313-0037 Ton 105.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 58s-28, < 0.3 Million Esals, 25.0 Mm Mix 0350-0121 Ton 94.000 01 n c, e Subbase (No. 2a) 0413-0049 Ton 40.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 58s-28, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6007 Ton 65.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 58s-28, < 0.3 Million Esals, 19.0 Mm Mix 0460-0001 Square Yard 875.000 01 n f4 Asphalt Tack Coat 0608-0001 Lump Sum 1.000 03 n x Mobilization 0620-0400 Each 1.000 01 n j Terminal Section, Single 0620-0595 Linear Foot 22.000 02 n j Structure Mounted Guide Rail 0620-1600 Linear Foot 113.000 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 0660-0002 Linear Foot 225.000 01 n f3 Milled Asphalt Pavement Centerline Rumble Strips Type 2 0677-0001 Cubic Yard 5.000 01 n c1, e Selected Material Surfacing 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 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 2.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 2.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0339 Each 1.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0962-1000 Linear Foot 450.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 450.000 01 n o 4" Yellow Waterborne Pavement Markings 9000-0001 Each 2.000 01 n r Std Covid 19 Safety Plan Sign 9000-0215 Linear Foot 31.000 02 n s4 Proj 9`-0" x 5`-6" Precast Reinforced Concrete Box Culvert Segments 9000-0216 Each 1.000 02 n s4 Proj Precast Reinforced Concrete Box Culvert Inlet Section 9000-0217 Each 1.000 02 n s4 Proj Precast Reinforced Concrete Box Culvert Outlet Section |
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Project Documents |
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