Similar Projects
Last Updated | 10/22/2021 05:35 AM |
Project Title | Windows Bridge |
Physical Address | View project details and contacts |
City, State (County) | PA (Indiana 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 | Replacement of the existing structure carrying PA 954 over a tributary to Little Mahoning Creek with a Reinforced Concrete Box Culvert and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 954, SECTION 457, in Indiana COUNTY West Mahoning TOWNSHIP from approximately .1 miles north of SR 4018 at segment 0620 offset 0453 to approximately .7 miles south of Smicksburg at segment 0610 offset 2819. 0201-0001lump Sum1.000 01na Clearing And Grubbing 0203-0001cubic Yard3,917.000 01nc Class 1 Excavation 0203-0006linear Foot763.000 01ng4 Saw Cutting 0204-0001cubic Yard57.000 01nc1, H Class 2 Excavation 0204-0150cubic Yard18.000 01nc1, H, S Class 4 Excavation 0205-0100cubic Yard182.000 01nc1 Foreign Borrow Excavation 4205-0200cubic Yard174.000 01nyesc1proj Selected Borrow Excavation , 206 Rock 0205-0264cubic Yard1,396.000 01nc1 Selected Borrow Excavation Rock, Class R-4 0205-0281cubic Yard74.000 01nc1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0363ton15.000 02nc1 Selected Borrow Excavation Rock, Class R-3 0205-0366ton118.000 02nc1 Selected Borrow Excavation Rock, Class R-6 0212-0001linear Foot125.000 01nc3, H, M2 Geotextile, Class 1 0212-0014square Yard784.000 01nc3, H, M2 Geotextile, Class 4, Type A 0212-0016square Yard1,649.000 01nc3, H, M2 Geotextile, Class 4, Type C 0313-0337ton509.000 01ne Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0108square Yard1,257.000 01nc, E Subbase 8" Depth (No. 2a) 0350-0120cubic Yard90.000 01nc, E Subbase (No. 2a) 0413-0247square Yard2,535.000 01nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-M 0413-2074ton20.000 01nf Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-L 0413-6045square Yard270.000 01nf Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-7009ton313.000 01nf Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0004gallon324.000 01nf4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001square Yard1,335.000 01nf4 Asphalt Prime Coat 4492-0030square Yard649.000 01nyesf3proj Profile Milling, Milled Material Retained By Contractor Modified 0601-5901linear Foot103.000 01nh1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-7313linear Foot35.000 01nh 18" Reinforced Concrete Pipe, Type B, 15` - 1.5` Fill 0605-2640each4.000 01nk Type D Endwall For 18" Pipe 0608-0001lump Sum1.000 01nx Mobilization 0609-0003lump Sum1.000 02nx Inspector`S Field Office And Inspection Facilities, Type B 0609-0009lump Sum1.000 02nxstd Equipment Package 0610-7002linear Foot125.000 01nh2 6" Pavement Base Drain 0615-0022linear Foot20.000 01nh2 6" Subsurface Drain Outlets 0615-0040each2.000 01nh2 Subsurface Drain Outlet Endwall 0615-0066each2.000 01nc1, H2, R 66" Red Subsurface Drain Outlet Marker 0618-0022each4.000 01nh Concrete Collar For 18" Pipe Extension 0619-0459each1.000 01nj1, J3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0012each2.000 01nj Thrie-Beam To Pa Type 10m Bridge Barrier Transition Without Inlet Placement 0620-0400each4.000 01nj Terminal Section, Single 0620-0503linear Foot1,012.000 01nc1, J Remove Existing Guide Rail (Contractor`S Property) 0620-0872each1.000 01nj Buried-In-Backslope Terminal, Single Panel 0620-0900each2.000 01nc1, J Remove Concrete Anchorage 0620-1600linear Foot1,280.000 01nj Type 31-S Guide Rail 0620-1635linear Foot38.000 01nj Type 31-Scc Guide Rail 0620-1670each4.000 01nj Type 31-Strong Post In-Line Anchor 0677-0001cubic Yard12.000 01nc1, E Selected Material Surfacing 0686-0050lump Sum1.000 01nx Construction Surveying, Type D 0689-0003lump Sum1.000 01nx Cpm Schedule 0804-0003pound16.000 01nm3 Seeding And Soil Supplements - Formula D, Including Mulch 0804-0004pound22.000 01nm3 Seeding - Formula E, Including Mulch 0804-0006pound82.000 01nm3 Seeding And Soil Supplements - Formula L, Including Mulch 0804-0007pound1.000 01nm3 Seeding And Soil Supplements - Formula W, Including Mulch 0806-0112square Yard118.000 01nm2 Temporary Short-Term, Rolled Erosion Control Product, Type 2c 0806-0113square Yard1,957.000 01nm2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0811-0003linear Foot806.000 01nj2, M Temporary Protective Fence 0845-0001dollar10,000.000$1.00$10,000.0001ym2 Unforeseen Water Pollution Control 0851-0001each1.000 01nc1 Rock Energy Dissipator 0851-0003square Yard25.000 01nc1 Rock Apron 0855-0003each1.000 01nm2 Pumped Water Filter Bag 0855-0004each1.000 01nm2 Replacement Pumped Water Filter Bag 0867-0012linear Foot364.000 01nm2 Compost Filter Sock, 12" Diameter 0901-0001lump Sum1.000 01nqproj Maintenance And Protection Of Traffic During Construction 0901-0231day23.000 01nq Additional Warning Lights, Type B 0901-0240square Foot100.000 01nq, R Additional Traffic Control Signs 0901-0451each2.000 01nq 3-Line Changeable Message Sign Without Telecommunications 0931-0003square Foot17.000 01nr Post Mounted Signs, Type B, Steel Square Post 0935-0001square Foot3.000 01nr Post Mounted Signs, Type F 0937-0105each6.000 01nj, R Guide Rail Mounted Delineator Type B, (Y/Y) 0937-0107each14.000 01nj, R Guide Rail Mounted Delineator Type B, (W/W) 0937-0322each4.000 01nr Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With Red Sheeting 0937-0333each4.000 01nr Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0962-1000linear Foot3,240.000 01no 4" White Waterborne Pavement Markings 0962-1005linear Foot3,240.000 01no 4" Yellow Waterborne Pavement Markings 1018-0001lump Sum1.000 01nt1proj Removal Of Existing Bridge E8510-0001lump Sum1.000 03nyess4std Precast Reinforced Concrete Box Culvert, As Designed, S-40141 A1002-0053pound1,525.000 03ns7 Reinforcement Bars, Epoxy Coated O8510-0002lump Sum1.000 03ns4std Precast Reinforced Concrete Box Culvert O8520-0001lump Sum1.000 03ns4std Cast-In-Place Reinforced Concrete Box Culvert 9000-0001each1.000 01nc1proj Temporary Bypass Pumping System 9000-0002linear Foot52.000 01nc1proj Temporary Cofferdam 9000-0003ton1,036.000 01nfproj Asphalt Build-Up |
||||||||||||||||||||
Details | Bridge, New Construction.
|
||||||||||||||||||||
Bidder's List | View project details and contacts | ||||||||||||||||||||
Prospective Bidders | View project details and contacts | ||||||||||||||||||||
Project Documents |
Engineered Spec Sheet Architectural Plans Other Documents |