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Last Updated | 12/17/2021 04:41 AM |
Project Title | Tram Hollow Run 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 | $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 7.0` x 4`- 0" precast reinforced concrete box culvert and inlet and outlet sections over Tributary to Tram Hollow 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 a length of approximately 591 linear feet (0.112 miles) as indicated on the approved drawings included in the bid package for STATE ROUTE 346 SECTION A10, in McKEAN COUNTY, OTTO TOWNSHIP. On SR 346 from Segment 0490/Offset 0345 to Segment 0480/Offset 2813. 0203-0001cubic Yard285.000 01nc Class 1 Excavation 0203-0006linear Foot48.000 01ng4 Saw Cutting 0204-0001cubic Yard8.000 01nc1, h Class 2 Excavation 0204-0150cubic Yard2.000 01nc1, h, s Class 4 Excavation 0205-0363ton78.000 01nc1 Selected Borrow Excavation Rock, Class r-3 0212-0001linear Foot430.000 01nc3, h, m2 Geotextile, Class 1 0212-0014square Yard100.000 01nc3, h, m2 Geotextile, Class 4, Type a 0313-0037ton244.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 58s-28, < 0.3 Million Esals, 25.0 Mm Mix 0350-0121ton261.000 01nc, e Subbase (No. 2a) 0413-0048ton57.000 01nf Superpave Asphalt Mixture Design, Wearing Course, Pg 58s-28, < 0.3 Million Esals, 9.5 Mm Mix, Srl-m 0413-6007ton97.000 01nf Superpave Asphalt Mixture Design, Binder Course, Pg 58s-28, < 0.3 Million Esals, 19.0 Mm Mix 0460-0001square Yard1,379.000 01nf4 Asphalt Tack Coat 0461-0001square Yard351.000 01nf4 Asphalt Prime Coat 0608-0001lump Sum1.000 03nx Mobilization 0610-7001linear Foot430.000 01nh2 4" Pavement Base Drain 0610-7400cubic Yard2.000 01nh2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0619-0459each4.000 01nj1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0595linear Foot13.000 02nj Structure Mounted Guide Rail 0620-1600linear Foot375.000 01nj Type 31-s Guide Rail 0620-1625linear Foot50.000 01nj Type 31-Sc Guide Rail 4620-1625linear Foot50.000 01nyesjstd Type 31-Sc Guide Rail With Rubbing Rail And Wood Offset Brackets 4677-0004ton148.000 01nyesc1, Estd Selected Material Surfacing Subbase No 2a 0686-0050lump Sum1.000 01nx Construction Surveying, Type d 0689-0001lump Sum1.000 01nx Narrative Schedule 0690-0001dollar1,000.000$1.00$1,000.0001yx Internal Facilitation 0804-0003pound6.000 01nm3 Seeding And Soil Supplements - Formula d, Including Mulch 0806-0113square Yard74.000 01nm2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0901-0001lump Sum1.000 04nq Maintenance And Protection Of Traffic During Construction 0901-0240square Foot150.000 04nq, r Additional Traffic Control Signs 0937-0104each4.000 01nj, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106each16.000 01nj, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0339each4.000 01nr Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0962-1000linear Foot448.000 01no 4" White Waterborne Pavement Markings 0962-1005linear Foot448.000 01no 4" Yellow Waterborne Pavement Markings 9000-0001linear Foot359.000 01nc1proj Grade Excess Material 9000-0215linear Foot38.000 02ns4proj 7`-0" x 4`-0" Precast Reinforced Concrete Box Culvert Segments 9000-0216each1.000 02ns4proj Precast Reinforced Concrete Box Culvert End Section (Inlet) 9000-0217each1.000 02ns4proj Precast Reinforced Concrete Box Culvert End Section (Outlet) |
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