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Last Updated | 02/12/2021 06:30 AM |
Project Title | Trib to Tuscarora Creek Box |
Physical Address | View project details and contacts |
City, State (County) | Port Royal, 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 11.0' x 7.5' precast reinforced concrete box culvert and inlet and outlet sections over Tribute to Tuscarora Creek at a Department prepared site, construction of approach and roadway consisting of Superpave Asphalt Mixture Designs for the base and wearing courses and furnishing and placement of guide rail, and miscellaneous construction all within a length of approximately 435 linear feet (0.082 miles) as indicated on the approved drawings included in the bid package for State Route 0346 Section a11, In Juniata County, Milford Township. On SR 3010 (Lions Club Park Road) from Segment 0020 Offset 0316 to Segment 0020 Offset 0866 Station 40+00 to Station 45+50. South-west of Port Royal Borough. 0203-0001 Cubic Yard 119.000 01 n c Class 1 Excavation 0203-0006 Linear Foot 40.000 01 n g4 Saw Cutting 0205-0100 Cubic Yard 246.000 01 n c1 Foreign Borrow Excavation 0205-0363 Ton 314.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0212-0014 Square Yard 811.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0313-0322 Square Yard 378.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0337 Ton 21.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0121 Ton 142.000 01 n c, e Subbase (No. 2a) 0413-0195 Square Yard 427.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0460-0001 Square Yard 477.000 01 n f4 Asphalt Tack Coat 0461-0001 Square Yard 286.000 01 n f4 Asphalt Prime 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 32.000 02 n j Structure Mounted Guide Rail 0620-1600 Linear Foot 138.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 25.000 01 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1625 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail 4620-1625 Linear Foot 25.000 01 n Yes j Std Type 31-Sc Guide Rail With Rubbing Rail And Wood Offset Brackets 0620-1626 Linear Foot 25.000 01 n j Type 31-Sc Guide Rail With 7` Extra Length Posts 4620-1626 Linear Foot 25.000 01 n Yes j Std Type 31-Sc Guide Rail With 7` Extra Length Posts With Rubbing Rail And Wood Offset Brackets 0620-1650 Each 3.000 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 37.000 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 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 7.000 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 0962-1005 Linear Foot 1,740.000 01 n o 4" Yellow Waterborne Pavement Markings 9000-0001 Each 1.000 01 n r Std Covid-19 Safety Plan Sign 9000-0215 Linear Foot 39.000 02 n s4 Proj 11`-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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