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Last Updated | 12/10/2021 03:53 AM |
Project Title | SR 1048 Over Harvey's Creek |
Physical Address | View project details and contacts |
City, State (County) | PA (Luzerne County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Bridge |
Contracting Method | Competitive Bids. |
Project Status | Results |
Bids Due | View project details and contacts |
Estimated Value | $1,000,000 to $2,499,999 |
Plans Available from | |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | For The Improvement Of Certain Section Of Highways And Bridges In Luzerne County, Lehman Township, Commonwealth Of Pennsylvania, State Route 1048, Section 370. The Project Proposes To Replace The Existing Deficient Culvert Carrying Harveys Creek Over Sr 1048 (Meeker Road) In Lehman Township, Luzerne County, Pennsylvania. The Project Proposes To Replace The Culvert With a Precast Reinforced Concrete Arch Culvert On The Same Horizontal Alignment With Minimal Approach Roadway Work. The Existing Structure Consists Of (4) Single Span 64” Diameter Corrugated Steel Pipes. The Proposed Plan For The Replacement Includes The Removal Of The Existing Steel Pipe And Relocation Of Existing Utilities As Required. The New Culvert Is Proposed To Be Constructed To The Minimum Widths Required For The Sr 1048 Roadway Design Criteria. The Proposed Replacement Structure Is a 32’ Span x 9’ High Con/Span Precast Concrete Arch Culvert. The Streambed Invert Of The Culvert Provides a 7’ High Max Clear Opening At The Arch’s Apex. Within The Project Limits Full-Depth Roadway Reconstruction Is Proposed For The Sr 1048 Roadway Limited To The Area Of Construction And To Tie Into Approach Roadway And New Guide Rail Within The Project Area. a Detour Will Be In Place During The Culvert Replacement. All Work Contained Within An Overall Length Of 335.0 Linear Feet (0.063 Miles) As Indicated On The Approved Drawings Included In The Bid Package. 4201-0001lump Sum1.000 01nreqaproj Clearing And Grubbing 0203-0001cubic Yard2,578.000 01nc Class 1 Excavation 0203-0006linear Foot50.000 01ng4 Saw Cutting 0204-0001cubic Yard109.000 01nc1, h Class 2 Excavation 0205-0264cubic Yard318.000 01nc1 Selected Borrow Excavation Rock, Class r-4 0205-0266cubic Yard42.000 01nc1 Selected Borrow Excavation Rock, Class r-6 4205-0268cubic Yard337.000 01nyesc1proj Selected Borrow Excavation Rock, Class r-8 Choked With Native Streambed Material And Rock, Class r-4 0212-0014square Yard785.000 01nc3, h, m2 Geotextile, Class 4, Type a 0213-0002dollar1,000.000$1.00$1,000.0001yz Temporary Project Air Pollution Control 0313-0323square Yard405.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0316-0323square Yard163.000 01ne, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0350-0106square Yard405.000 01nc, e Subbase 6" Depth (No. 2a) 0350-0120cubic Yard22.000 01nc, e Subbase (No. 2a) 0413-0195square Yard1,054.000 01nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0460-0003square Yard1,054.000 01nf4 Asphalt Tack Coat (Ntt/Cntt) 0491-0012square Yard649.000 01nf3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0608-0001lump Sum1.000 01nx Mobilization 0609-0003lump Sum1.000 01nx Inspector`s Field Office And Inspection Facilities, Type b 0609-0009lump Sum1.000 01nxstd Equipment Package 0619-0458each4.000 01nj3 Permanent Impact Attenuating Device, Type Ii, Test Level 2, Tangent (Mash) 0620-0503linear Foot494.000 01nc1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600linear Foot363.000 01nj Type 31-s Guide Rail 0686-0050lump Sum1.000 01nx Construction Surveying, Type d 0689-0003lump Sum1.000 01nx Cpm Schedule 0690-0001dollar1,000.000$1.00$1,000.0001yx Internal Facilitation 0802-0001cubic Yard55.000 01nc1, m Topsoil Furnished And Placed 0804-0003pound20.000 01nm3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004pound10.000 01nm3 Seeding - Formula e, Including Mulch 0804-0007pound10.000 01nm3 Seeding And Soil Supplements - Formula w, Including Mulch 4804-0022pound5.000 01nyesm3proj Seeding And Soil Supplements - Formula s Native Seed Mix, Including Mulch 0806-0113square Yard17.000 01nm2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0806-0121square Yard162.000 01nm2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 0810-0052each1.000 01na, m1 Selective Tree Removal 0811-0003linear Foot496.000 01nj2, m Temporary Protective Fence 0845-0001dollar1,000.000$1.00$1,000.0001ym2 Unforeseen Water Pollution Control 0849-0020each2.000 01nc1 Rock Construction Entrance With Wash Rack 0855-0003each1.000 01nm2 Pumped Water Filter Bag 0855-0004each2.000 01nm2 Replacement Pumped Water Filter Bag 0867-0012linear Foot152.000 01nm2 Compost Filter Sock, 12" Diameter 0867-0018linear Foot70.000 01nm2 Compost Filter Sock, 18" Diameter 0867-0022linear Foot51.000 01nm2 Compost Filter Sock, 24" Diameter 0901-0001lump Sum1.000 01nqproj Maintenance And Protection Of Traffic During Construction 0901-0231day100.000 01nq Additional Warning Lights, Type b 0901-0240square Foot50.000 01nq, r Additional Traffic Control Signs 0931-0001square Foot46.000 01nr Post Mounted Signs, Type b 0935-0001square Foot5.000 01nr Post Mounted Signs, Type f 0937-0107each14.000 01nj, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114each14.000 01nj, r Guide Rail Mounted Delineator Type d, (w/w) 1018-0060lump Sum1.000 02nc1, t1 Removal Of Existing Culvert e8550-0001lump Sum1.000 02nyess4std Precast Reinforced Concrete Arch Culvert, As Designed, s-39643 o8000-0001lump Sum1.000 02ns4std Cast-In-Place Reinforced Concrete Arch 9000-0001each4.000 01nrproj Segment Marker 9000-0002each1.000 01nc1proj Rock Barrier 9000-0003lump Sum1.000 01nm2proj Temporary Sandbag Diversion Dike And Cofferdam System 9000-0004lump Sum1.000 01nc1proj Stockpiling, Placement And Furnishing Of Streambed Material At Culvert 9203-0001cubic Yard10.000 01nc1proj Class 1a Excavation With Coarse Aggregate Backfill 9203-0101lump Sum1.000 01nc1, s5std Temporary Excavation Support And Protection System |
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Details | Bridge, New Construction.
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