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Last Updated | 12/13/2019 04:50 AM |
Project Title | SR 3017 Markee Crk BOX |
Physical Address | View project details and contacts |
City, State (County) | PA (Juniata 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 11.0' x 4'-6" precast reinforced concrete box culvert and inlet and outlet sections over unnamed trib. to Markee Creek at a Department prepared site, construction of approach and roadway consisting of Superpave Asphalt Mixture Designs for the binder and wearing courses and furnishing and placement of guide rail, and miscellaneous construction all within a length of approximately 475 linear feet (0.09 miles) as indicated on the approved drawings included in the bid package for State Route 3017 Section A01, in Juniata County, Beale Township. 0203-0001 Cubic Yard 28.000 01 n c Class 1 Excavation 0411-0395 Ton 37.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0411-7330 Ton 48.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 0460-0001 Square Yard 344.000 01 n f4 Bituminous Tack Coat 0491-0012 Square Yard 222.000 01 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 4601-9003 Linear Foot 10.000 01 n Yes h Proj 18" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage Installed By Department 0608-0001 Lump Sum 1.000 03 n x Mobilization 0619-0459 Each 3.000 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 19.000 02 n j Structure Mounted Guide Rail 0620-1600 Linear Foot 363.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 63.000 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 4677-0004 Ton 28.000 01 n Yes c1, e Std Selected Material Surfacing Including Scarification 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 13.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0333 Each 1.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 9000-0020 Dollar 5,000.000 $1.00 $5,000.00 01 y f Proj Unforeseen Repairs 9000-0215 Linear Foot 33.000 02 n s4 Proj 11.0` x 4.5` 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 Precast Reinforced Concrete Box Culvert Inlet Section |
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