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Last Updated | 11/05/2021 03:44 AM |
Project Title | SR 1025 over Hicks 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 | $500,000 to $999,999 |
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, EXETER TOWNSHIP, COMMONWEALTH OF PENNSYLVANIA, STATE ROUTE 1025, SECTION 350. The proposed project involves the replacement of 3 temporary pipes on State Route 1025 (Schooley Avenue) over Hicks Creek, in Exeter Township, Luzerne County. The existing structure was a metal culvert and was replaced with 3 temporary pipes by Penndot Maintenance crews as a emergency/temporary condition. There are no headwalls. The existing 3 temporary pipes (two 48" diameter corrugated metal pipes, one 42" diameter Reinforced Concrete Pipe ) will be replaced with a 16'0" x 5"0" concrete box culvert. The new structure will be 54'-2" long to allow for 10'-6" travel lanes with 2'-0" shoulders on a 50^ skew. The proposed traffic control plan includes a detour for traffic during construction. All work contained within an overall length of 445.0 linear feet (0.084 miles) as indicated on the approved drawings included in the bid package. 0201-0001lump Sum1.000 01na Clearing And Grubbing 0203-0001cubic Yard1,717.000 01nc Class 1 Excavation 0203-0006linear Foot71.000 01ng4 Saw Cutting 0204-0001cubic Yard243.000 01nc1, H Class 2 Excavation 0205-0263cubic Yard9.000 01nc1 Selected Borrow Excavation Rock, Class R-3 4205-0266cubic Yard225.000 01nyesc1proj Selected Borrow Excavation Rock, Class R-6 , Choked With Native Streambed Material 0213-0002dollar1,000.000$1.00$1,000.0001yz Temporary Project Air Pollution Control 0313-0322square Yard1,135.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0337ton35.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0106square Yard1,320.000 01nc, E Subbase 6" Depth (No. 2a) 0350-0120cubic Yard21.000 01nc, E Subbase (No. 2a) 0413-0199square Yard1,135.000 01nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 2" Depth, Srl-M 0460-0003square Yard1,135.000 01nf4 Asphalt Tack Coat (Ntt/Cntt) 0601-0352linear Foot7.000 01nh 15" Thermoplastic Pipe, Group Iii, 8'-2' Fill E0601-0353linear Foot58.000 01nh 18" Thermoplastic Pipe, Group Iii, 8'-2' Fill O0601-7313linear Foot58.000 01nh 18" Reinforced Concrete Pipe, Type B, 15' - 1.5' Fill O0601-9003linear Foot58.000 01nh 18" Corrugated Galvanized Steel Pipe, Type I, (2 2/3" X 1/2" Corrugations), 16 Gage 4601-6166linear Foot99.000 01nyeshproj 63" X 98" Elliptical Reinforced Concrete Pipe, Type B Horizontal, < 1.5' Fill 99' Max Length 0605-2401set1.000 01nk Manhole Frame And Cover 0605-3011each1.000 01nk Type 4 Manhole, Storm Water, Height >5' And < /= 10' 0608-0001lump Sum1.000 01nx Mobilization 0609-0003lump Sum1.000 03nx Inspector'S Field Office And Inspection Facilities, Type B 0609-0009lump Sum1.000 03nxstd Equipment Package E0616-0009each2.000 01nh Steel End Section, Metallic Coated, 16 Gage For 18" Pipe O0616-1202each2.000 01nh Concrete End Sections For 18" Pipe O0616-1252each2.000 01nh Thermoplastic End Section For 18" Pipe 0619-0459each1.000 01nj1, J3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400each3.000 01nj Terminal Section, Single 0620-0503linear Foot305.000 01nc1, J Remove Existing Guide Rail (Contractor'S Property) 0620-0872each1.000 01nj Buried-In-Backslope Terminal, Single Panel 0620-1600linear Foot350.000 01nj Type 31-S Guide Rail 0620-1645linear Foot63.000 01nj Curved W-Beam Guide Rail At Intersections 0620-1670each3.000 01nj Type 31-Strong Post In-Line Anchor 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 Yard268.000 01nc1, M Topsoil Furnished And Placed 0804-0001pound43.000 01nm3 Seeding And Soil Supplements - Formula B, Including Mulch 4804-0001pound36.000 01nyesm3proj Seeding And Soil Supplements - Formula B, Including Mulch , Organic 0804-0002pound5.000 01nm3 Seeding And Soil Supplements - Formula C, Including Mulch 0804-0003pound16.000 01nm3 Seeding And Soil Supplements - Formula D, Including Mulch 0804-0004pound20.000 01nm3 Seeding - Formula E, Including Mulch 0806-0113square Yard595.000 01nm2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0806-0121square Yard170.000 01nm2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 0808-3657each1.000 01nm Prairifire Crab - (2" Cal. B&B) 0845-0001dollar1,000.000$1.00$1,000.0001ym2 Unforeseen Water Pollution Control 0849-0010each1.000 01nc1 Rock Construction Entrance 0851-0003square Yard12.000 01nc1 Rock Apron 0855-0003each2.000 01nm2 Pumped Water Filter Bag 0855-0004each4.000 01nm2 Replacement Pumped Water Filter Bag 0867-0012linear Foot271.000 01nm2 Compost Filter Sock, 12" Diameter 0867-0018linear Foot38.000 01nm2 Compost Filter Sock, 18" Diameter 0901-0001lump Sum1.000 01nqproj Maintenance And Protection Of Traffic During Construction 0901-0231day50.000 01nq Additional Warning Lights, Type B 0901-0240square Foot100.000 01nq, R Additional Traffic Control Signs 0931-0001square Foot25.000 01nr Post Mounted Signs, Type B 0935-0001square Foot5.000 01nr Post Mounted Signs, Type F 0937-0107each10.000 01nj, R Guide Rail Mounted Delineator Type B, (W/W) 0937-0114each10.000 01nj, R Guide Rail Mounted Delineator Type D, (W/W) 0962-1005linear Foot860.000 01no 4" Yellow Waterborne Pavement Markings 0963-0001square Foot37.000 01no2, O3 Pavement Marking Removal 0971-0001each4.000 01nr Remove Post Mounted Signs, Type B 1018-0060lump Sum1.000 02nc1, T1 Removal Of Existing Culvert E8510-0001lump Sum1.000 02nyess4std Precast Reinforced Concrete Box Culvert, As Designed, S-39244 A1002-0052pound2,862.000 02ns7 Reinforcement Bars, Epoxy Coated O8510-0002lump Sum1.000 02ns4std Precast Concrete Box Culvert O8520-0001lump Sum1.000 02ns4std Cast-In-Place Reinforced Concrete Box Culvert 9000-0001each3.000 01nzzproj Relocate Mailbox 9000-0002linear Foot53.000 01nj2proj Relocate Split Rail Wood Fence 9000-0003each2.000 02ns4proj Laid Stone Headwall For 63" X 98" Elliptical Pipe 9000-0004lump Sum1.000 01nm2proj Temporary Pump Bypass System And Cofferdams 9000-0005linear Foot33.000 01nm2proj Weighted Sediment Filter Tube, 12" Diameter 9000-0006each1.000 01nc1proj Rock Barrier 9000-0007lump Sum1.000 01nc1proj Stockpiling, Placement And Furnishing Of Streambed Material At Culvert 9203-0001cubic Yard10.000 01ncproj Class 1a Excavation With Coarse Aggregate Backfill 9203-0101lump Sum1.000 01nc1, S5std Temporary Excavation Support & Protection System |
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Details | Bridge, New Construction.
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