Similar Projects
| Last Updated | 02/01/2019 04:48 AM |
| Project Title | Mitchell Road Restoration |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Lawrence County) |
| Category(s) | Heavy and Highway |
| Sub-Category(s) | Paving/Reconstruction |
| 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 | The description and location of the project is as follows: Roadway reconstruction, crack and seat, bituminous overlay, drainage, signing and pavement marking, and other miscellaneous construction, all within a length of 4887.00 linear feet (0.926 miles) as indicated on the approved drawings for STATE ROUTE 4012, SECTION L02 (Mitchell Road), in LAWRENCE COUNTY, NESHANNOCK TOWNSHIP, Commonwealth of Pennsylvania. This project being situated as follows: From a point 80 feet east of the SR 376 Ramps at Segment 0020 Offset 0109 (Station 49+00) to a point just west of the SR 4012/SR 0018 intersection at Segment 0030 Offset 2154 (Station 100+00). 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 162.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 462.000 01 n c1 Class 1b Excavation 0205-0001 Cubic Yard 475.000 01 n c1 Common Borrow Excavation 0205-0100 Cubic Yard 50.000 01 n c1 Foreign Borrow Excavation 0205-0264 Cubic Yard 50.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0267 Cubic Yard 50.000 01 n c1 Selected Borrow Excavation Rock, Class r-7 0208-0001 Hour 8.000 01 n c Special Rolling 0212-0001 Linear Foot 75.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 820.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0213-0002 Dollar 1,000.000 $1.0000 $1,000.00 01 y z Temporary Project Air Pollution Control 0311-0422 Square Yard 953.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0311-0437 Ton 493.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0316-0537 Ton 239.000 01 n f Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix 0350-0108 Square Yard 1,001.000 01 n c, e Subbase 8" Depth (No. 2a) 4405-0001 Dollar 6,000.000 $1.0000 $6,000.00 01 y Yes x Std Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive Modified 0411-0485 Square Yard 9,817.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0411-1495 Ton 1,693.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-4482 Square Yard 13,053.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Rps, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-6470 Ton 2,814.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0411-8450 Square Yard 13,053.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Rps, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001 Square Yard 79,904.000 01 n f4 Bituminous Tack Coat 0601-5901 Linear Foot 950.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" e 0604-4005 Linear Foot 75.000 01 n h 12" Perforated Reinforced Concrete Pipe, Type a, 30' - 1.5' Fill o 0604-5005 Linear Foot 75.000 01 n h 12" Perforated Reinforced Concrete Pipe, Type a, < 1.5' Fill 0605-1300 Each 19.000 01 n c1, h1 Cleaning Drainage Structures 0605-2700 Each 13.000 01 n k Inlet Grate 0607-0009 Vertical Foot 10.000 01 n k Rebuilt Type 4' Inlet 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 94 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 94 n x Std Equipment Package 4610-7002 Linear Foot 8,634.000 01 n Yes h2 Proj 6" Pavement Base Drain Modified 0615-0022 Linear Foot 20.000 01 n h2 6" Subsurface Drain Outlets 0651-0104 Square Yard 616.000 01 n e, f Paved Shoulders, Type 1- Sp 0660-0030 Linear Foot 13,002.000 01 n f3 Bituminous Shoulder Rumble Strips 0677-0002 Ton 33.000 01 n c1, e Selected Material Surfacing 0686-0030 Lump Sum 1.000 01 n x Construction Surveying, Type b, Modified 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.0000 $1,000.00 01 y x Internal Facilitation 0703-0020 Cubic Yard 17.000 01 n c1, h No. 1 Coarse Aggregate 4703-0020 Cubic Yard 311.000 01 n Yes c1, h Proj No. 1 Coarse Aggregate Modified 0803-0001 Cubic Yard 4,770.000 01 n c1, m Placing Stockpiled Topsoil 0804-0003 Pound 305.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0851-0002 Each 3.000 01 n c1 Rock Basin 0860-0000 Each 11.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0012 Linear Foot 220.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 200.000 01 n q Additional Warning Lights, Type b 0901-0232 Day 200.000 01 n q Additional Warning Lights, Type c 0901-0240 Square Foot 250.000 01 n q, r Additional Traffic Control Signs 4901-0320 Linear Foot 10,200.000 01 n Yes o Std 4" Standard Pavement Markings, Paint & Beads, Yellow Modified 4901-0331 Linear Foot 10,200.000 01 n Yes o Std 6" Standard Pavement Markings, Paint & Beads, White Modified 0901-0462 Each 2.000 01 n q Full-Matrix Changeable Message Sign With Telecommunications And Radar 0931-0001 Square Foot 92.000 01 n r Post Mounted Signs, Type b 0934-0002 Square Foot 24.000 01 n r Post Mounted Signs, Type e 0935-0001 Square Foot 76.000 01 n r Post Mounted Signs, Type f 0937-0332 Each 75.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/White Sheeting 0937-0339 Each 6.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0963-0001 Square Foot 8,500.000 01 n o2, o3 Pavement Marking Removal 9000-0002 Each 14.000 01 n m2 Proj Inlet Rock Protection 9000-0003 Square Yard 11,701.000 01 n g, g1 Std Break And Seat Existing Reinforced Cement Concrete 9000-0008 Cubic Yard 2.000 01 n h Std Concrete Pipe Collar 9000-0020 Linear Foot 4,500.000 01 n o1 Proj 4" Recessed Yellow Reflective Pavement Marking Tape 9000-0021 Linear Foot 10,000.000 01 n o1 Proj 6" Recessed White Reflective Pavement Marking Tape 9000-0026 Square Yard 1,592.000 01 n f, f1 Std Bituminous Side Road Adjustment 9000-0250 Dollar 5,000.000 $1.0000 $5,000.00 01 y c1, p8 Std Locate Existing Underground Facilities 9000-2081 Cubic Yard 891.000 01 n c1 Std As Directed Subgrade Undercut 9000-6056 Each 2.000 01 n k Std Core Hole In Inlet Box 9000-6101 Day 37.000 $30,000.0000 $1,110,000.00 y Std a+Bx Interim Milestone(s) 9000-6174 Dollar 26,000.000 $1.0000 $26,000.00 01 y x Std Superpave Pwt Incentive 9000-9011 Dollar 35,000.000 $1.0000 $35,000.00 01 y x Std Off Duty Uniformed Police Officer 9000-9016 Square Foot 697.000 01 n q Std Cloth Overlay Sign, Reflectorized | ||||||
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