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| Last Updated | 01/18/2019 06:56 AM |
| Project Title | Grp 114-19-7135-1 |
| Physical Address | View project details and contacts |
| City, State (County) | (Lawrence, Mercer Counties) |
| 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 | For overlaying, milling, resurfacing, shoulder repair, base repair, drainage, guide rail, pavement markings, and other miscellaneous construction, all within a length of 28,758 linear feet (5.447 miles) as indicated on the approved drawings included in the bid package for Group 114-19-7135-1 in LAWRENCE COUNTY, NESHANNOCK AND WILMINGTON TOWNSHIPS and MERCER COUNTY, WILMINGTON TOWNSHIP, Commonwealth of Pennsylvania. 0203-0004 Cubic Yard 20.000 01 n c1 Class 1b Excavation 0204-0010 Linear Foot 2,245.000 01 n c1, h Cleaning Existing Ditches 0205-0100 Cubic Yard 278.000 01 n c1 Foreign Borrow Excavation 0205-0364 Ton 214.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0365 Ton 2.000 01 n c1 Selected Borrow Excavation Rock, Class r-5 4205-0390 Ton 250.000 01 n Yes c1 Std Selected Borrow Excavation, Coarse Aggregate, No. 2a Modified 0208-0001 Hour 5.000 01 n c Std Special Rolling 0212-0001 Linear Foot 2,453.000 01 n c3, h, m2 Geotextile, Class 1 0212-0016 Square Yard 557.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0213-0002 Dollar 1,000.000 $1.0000 $1,000.00 01 y z Temporary Project Air Pollution Control 4311-0337 Ton 30.000 01 n Yes e Proj Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix Modified 4316-0337 Ton 1,170.000 01 n Yes f Std Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix Modified 0350-0121 Ton 86.000 01 n c, e Subbase (No. 2a) 4411-0010 Ton 14,716.000 01** n Yes f Std Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix - High Rap Custom Modified 0411-0393 Ton 610.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-g 4450-1325 Ton 10.000 01 n Yes f1 Std Superpave Asphalt Mixture Design, Wma Wearing Course, Manual Patching, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l Modified 0460-0004 Gallon 6,136.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0002 Gallon 1,354.000 01 n f4 Bituminous Prime Coat 4469-0002 Gallon 624.000 01 n Yes f2 Std Asphalt Joint And Crack Sealing For Bituminous Surfaces Custom Modified 0491-0013 Square Yard 2,164.000 01 n f3 Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0491-0017 Square Yard 8,879.000 01 n f3 Milling Of Bituminous Pavement Surface, 4" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 2,590.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor e 4601-0353 Linear Foot 133.000 01 n Yes h Std 18" Thermoplastic Pipe, Group Iii, 8'-2' Fill Modified o 4601-7313 Linear Foot 133.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill Modified 4601-0359 Linear Foot 8.000 01 n Yes h Std 36" Thermoplastic Pipe, Group Iii, 8'-2' Fill Modified 0601-5431 Cubic Yard 1.000 01 n h, k1 Class c Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 200.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0605-1300 Each 4.000 01 n c1, h1 Cleaning Drainage Structures 0605-2730 Set 1.000 01 n k Type m Concrete Top Unit And Grate 0605-2740 Set 1.000 01 n k Type s Concrete Top Unit And Grate 0605-2850 Each 2.000 01 n k Standard Inlet Box, Height < /= 10' 0606-0050 Set 16.000 01 n c1, k Grade Adjustment Of Existing Inlets 0607-0013 Vertical Foot 3.000 01 n k Rebuilt Inlet Box 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 01 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 01 n x Std Equipment Package 4610-0002 Linear Foot 2,453.000 01 n Yes h2 Std 6" Pipe Underdrain Type i Backfill Modified 0610-7400 Cubic Yard 4.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0022 Linear Foot 65.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 3.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0050 Each 1.000 01 n h2 Subsurface Drain Outlet Endwall (Sloped) 0619-0460 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals Flared) 0619-0470 Each 11.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals, Tangent) 0620-0500 Linear Foot 1,601.000 01 n j Reset Guide Rail 0620-0503 Linear Foot 489.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0525 Each 266.000 01 n j Offset Brackets 0620-0551 Each 5.000 01 n j w6 x 9 Steel i-Beam Guide Rail Posts 4620-0551 Each 5.000 01 n Yes j Proj w6 x 9 Steel i-Beam Guide Rail Posts Modified 0620-0575 Linear Foot 1,601.000 01 n j Guide Rail Element 0620-1600 Linear Foot 100.000 01 n j Type 31-s Guide Rail 0620-1605 Linear Foot 62.000 01 n j Type 31-s Guide Rail With Extra Length Posts 0620-1625 Linear Foot 25.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 25.000 01 n j Type 31-Scc Guide Rail 4660-0001 Linear Foot 28,479.000 01 n Yes f3 Std Milled Centerline Rumble Strips Custom Modified 4677-0002 Ton 240.000 01 n Yes c1, e Std Selected Material Surfacing Modified 0686-0040 Lump Sum 1.000 01 n x Construction Surveying, Type c 0689-0001 Lump Sum 1.000 01 n x Narrative Schedule 0690-0001 Dollar 1,000.000 $1.0000 $1,000.00 01 y x Internal Facilitation 4802-0001 Cubic Yard 274.000 01 n Yes c1, m Std Topsoil Furnished And Placed Modified 4804-0001 Pound 138.000 01 n Yes m3 Std Seeding And Soil Supplements - Formula b, Including Mulch Modified 0804-0003 Pound 165.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0845-0001 Dollar 500.000 $1.0000 $500.00 01 y m2 Unforeseen Water Pollution Control 0860-0000 Each 7.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 15.000 01 n m2 Inlet Filter Bag For Type s Inlet 0867-0018 Linear Foot 100.000 01 n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 10.000 01 n q Additional Warning Lights, Type b 0901-0232 Day 10.000 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 17,704.000 01 n Yes o Std 4" Standard Pavement Markings, Paint & Beads, Yellow Modified 4901-0330 Linear Foot 17,704.000 01 n Yes o Std 4" Standard Pavement Markings, Paint & Beads, White Modified 0901-0450 Each 2.000 01 n q 3-Line Changeable Message Sign With Telecommunications 0937-0323 Each 29.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 0960-0021 Linear Foot 30.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0102 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Stop", 8' - 0" 0960-0142 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Ahead", 8' - 0" 0960-0143 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Slow", 8' - 0" 4960-0500 Each 4.000 01 n Yes o2 Std White Hot Thermoplastic Legend Custom Modified 4962-1001 Linear Foot 113,412.000 01 n Yes o Std 6" White Waterborne Pavement Markings Modified 4962-1005 Linear Foot 170,118.000 01 n Yes o Std 4" Yellow Waterborne Pavement Markings Modified 9000-0004 Linear Foot 10,744.000 01 n c1 Proj Shoulder Back-Up Grading 9000-0005 Each 5.000 01 n c1 Proj Utility Test Hole 9000-0008 Cubic Yard 2.000 01 n h Std Concrete Pipe Collar 9000-0026 Square Yard 784.000 01 n f, f1 Std Bituminous Driveway Adjustment 9000-0027 Square Yard 163.000 01 n e, f1 Std Bituminous Driveway Reconstruction 9000-0050 Lump Sum 1.000 01 n c1, f, v2 Proj Railroad Track Removal 9000-0051 Ton 33.000 01 n v2 Proj Disposal Of Residual Waste 9000-0052 Each 8.000 01 n v2 Proj Solids Sampling For Waste Disposal 9000-0053 Lump Sum 1.000 01 n x Proj Waste Management Mobilization And Demobilization 9000-0054 Ton 3.000 01 n v2 Proj Off-Site Disposal Of Railroad Track Ties 9000-0060 Each 25.000 01 n j Proj Guide Rail Repair 9000-0100 Lump Sum 1.000 01 n x Proj Electronic Delivery Management System For Hma-Wma Material 9000-0250 Dollar 5,000.000 $1.0000 $5,000.00 01 y c1, p8 Std Locate Existing Underground Facilities 9000-2081 Cubic Yard 46.000 01 n c1 Std As Directed Subgrade Undercut 9000-6056 Each 2.000 01 n k Std Core Hole In Inlet Box 9000-6061 Each 2.000 01 n k Std Grade Adjustment Of Municipality's Existing Valve Box, Adjustment Only 9000-6062 Set 2.000 01 n k Std Grade Adjustment Of Municipality's Existing Valve Box, Material Only 9000-9011 Dollar 25,000.000 $1.0000 $25,000.00 01 y x Std Off-Duty Uniformed Police Officer | ||||
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| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
