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Last Updated | 12/13/2019 05:21 AM |
Project Title | SR 35 Markee Creek 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 | $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 9.0' x 9.0' precast reinforced concrete box culvert and inlet and outlet sections over Markee 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 425 linear feet (0.08 miles) as indicated on the approved drawings included in the bid package for State Route 0035 Section A16, in Juniata County, Beale Township. On State Route 0035, from Segment 0400 Offset 2907 to Segment 0410 Offset 0235. 0203-0001 Cubic Yard 577.000 01 n c Class 1 Excavation 0205-0100 Cubic Yard 231.000 01 n c1 Foreign Borrow Excavation 0212-0001 Linear Foot 89.000 01 n c3, h, m2 Geotextile, Class 1 0311-0337 Ton 107.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0121 Ton 165.000 01 n c, e Subbase (No. 2a) 0411-0394 Ton 75.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-m 0411-6370 Ton 125.000 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 1,781.000 01 n f4 Bituminous Tack Coat 0491-0019 Square Yard 430.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0608-0001 Lump Sum 1.000 03 n x Mobilization 0610-7001 Linear Foot 89.000 01 n h2 4" Pavement Base Drain 0615-0021 Linear Foot 41.000 01 n h2 4" Subsurface Drain Outlets 0615-0066 Each 3.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 2.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 2.000 01 n j Terminal Section, Single 0620-0595 Linear Foot 13.000 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 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 0620-1670 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 Scarify And Use Subbase 4677-0004 Ton 117.000 01 n Yes c1, e Std Selected Material Surfacing Scarify And Use Subbase 0689-0001 Lump Sum 1.000 01 n x Narrative Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0804-0003 Pound 25.000 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 9.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0333 Each 4.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 4962-1000 Linear Foot 550.000 01 n Yes o Std 4" White Waterborne Pavement Markings Double Application 4962-1005 Linear Foot 344.000 01 n Yes o Std 4" Yellow Waterborne Pavement Markings Double Application 0971-0001 Each 1.000 01 n r Remove Post Mounted Signs, Type b 9000-0003 Linear Foot 562.000 01 n a, r Proj Remove Fence 9000-0010 Linear Foot 474.000 01 n g4 Std Sawcutting Of Existing Pavement 9000-0020 Dollar 5,000.000 $1.00 $5,000.00 01 y f Proj Unforeseen Repairs 9000-0215 Linear Foot 34.000 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 End Section (Outlet) 9000-0217 Each 1.000 02 n s4 Proj Precast Reinforced Concrete Box Culvert End Section (Inlet) |
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