Similar Projects
| Last Updated | 02/15/2019 04:44 AM |
| Project Title | Fed Aid Paving SR 309 (FFY 19) |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Luzerne 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 | $7,500,000 to $9,999,999 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | Resurfacing Of Approximate Total Of 8.7 Miles Of Existing Bituminous Roadway On The Following State Route: s.r. 0309 Segment 0400 Offset 2564 To Segment 0480 Offset 1728, s.r. 0309 Segment 0654 Offset 0175 To Segment 0750 Offset 3672 And s.r. 0309 Segment 0655 Offset 1015 To Segment 0751 Offset 3663 In Luzerne County In Various Municipalities In The Commonwealth Of Pennsylvania With Warm Mix Design Asphalt Wearing And Leveling Courses, Milling, Guiderail, Centerline Rumble Strips, Ada Rehabilitation, Line Painting And Pavement Markings. The Proposed Project Consists Of Resurfacing Two Sections Of Sr 0309 (Mountain Top And Back Mountain) In Various Municipalities In Luzerne County. This Matrix Addresses The Mountain Top Section Located In Hanover Township, Wright Township And Fairview Township. 0203-0004 Cubic Yard 748.000 03 n c1 Class 1b Excavation 0311-0422 Square Yard 2,690.000 03 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 4316-0537 Ton 900.000 01** n Yes f Std Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix Over Existing Concrete 0350-0106 Square Yard 2,690.000 03 n c, e Subbase 6" Depth (No. 2a) 4350-0121 Ton 120.000 01** n Yes c, e Std Subbase (No. 2a) For Shoulder Backup 0405-0001 Dollar 80,000.000 $1.0000 $80,000.00 01 y x Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive 0411-0582 Square Yard 130,495.000 03 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-0791 Ton 21,190.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 76-22, 10 To < 30 Million Esals, 9.5 Mm Mix, Srl-e 0411-1592 Ton 5,753.000 03 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-h 0411-1991 Ton 7,936.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 76-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-e 0460-0003 Square Yard 660,559.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0002 Gallon 1,884.000 03 n f4 Bituminous Prime Coat 0491-0015 Square Yard 26,429.000 01 n f3 Milling Of Bituminous Pavement Surface, 3" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 540.000 01** n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0491-0021 Square Yard 19,171.000 03 n f3 Milling Of Bituminous Pavement Surface, 2 1/4" Depth, Milled Material Retained By Contractor 0491-0035 Square Yard 149,767.000 01 n f3 Milling Of Bituminous Pavement Surface, 3" Depth, Milled Material Retained By Department (Delivered To Stockpile) 0491-0039 Square Yard 3,060.000 01** n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) 0491-0041 Square Yard 108,639.000 02 n f3 Milling Of Bituminous Pavement Surface, 2 1/4" Depth, Milled Material Retained By Department (Delivered To Stockpile) 0515-0001 Linear Foot 20,500.000 01 n g1, g4 Sawing And Sealing Of Bituminous Overlays 0605-2721 Set 75.000 01 n k Type c Alternate Concrete Top Unit, Type c Frame, And Bicycle Safe Grate 0605-2731 Set 97.000 01** n k Type m Concrete Top Unit And Bicycle Safe Grate 0606-0050 Set 172.000 01** n c1, k Grade Adjustment Of Existing Inlets 0607-0013 Vertical Foot 25.000 01** n k Rebuilt Inlet Box 0608-0001 Lump Sum 1.000 01** n x Mobilization 0609-0003 Lump Sum 1.000 04 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 04 n x Std Equipment Package 0619-0459 Each 30.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0619-0730 Each 1.000 01 n j3 Permanent Impact Attenuating Device, Type Iv, Test Level 3, (Mash) 0620-0500 Linear Foot 1,006.000 01** n j Reset Guide Rail 0620-0503 Linear Foot 17,877.000 01** n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-1600 Linear Foot 15,310.000 01** n j Type 31-s Guide Rail 0620-1602 Linear Foot 2,567.000 01** n j Type 31-s Guide Rail With 8' Extra Length Posts 0620-1650 Each 39.000 01** n j Type 31-Strong Post End Treatment 4630-0010 Linear Foot 172.000 03 n Yes k Std Plain Cement Concrete Curb, Including Removal Of Existing Curb And Pavement Restoration 4636-0001 Linear Foot 900.000 03 n Req f1, k Proj Bituminous Concrete Curb 4660-0001 Linear Foot 5,888.000 01 n Req f3 Std Milled Centerline Rumble Strips 0686-0030 Lump Sum 1.000 01 n x Proj Construction Surveying, Type b, Modified 0686-0031 Lump Sum 1.000 03 n x Proj Construction Surveying, Type b, Modified 0689-0001 Lump Sum 1.000 04 n x Narrative Schedule 0690-0001 Dollar 1,000.000 $1.0000 $1,000.00 01 y x Internal Facilitation 4802-0002 Ton 5.000 03 n Yes c1, m Std Topsoil Furnished And Placed Including Seeding 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0002 Lump Sum 1.000 03 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0320 Linear Foot 335,370.000 01** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0324 Linear Foot 3,387.000 01** n o 24" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 402,699.000 01** n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 6,388.000 01** n o 24" Standard Pavement Markings, Paint & Beads, White 0956-0101 Linear Foot 18,953.000 01** n p8 Loop Sensor 0960-0005 Linear Foot 755.000 03 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 2,202.000 01** n o2 24" White Hot Thermoplastic Pavement Markings 0960-0107 Each 11.000 03 n o2 White Hot Thermoplastic Legend, "Lane", 8' - 0" 0960-0117 Each 11.000 03 n o2 White Hot Thermoplastic Legend, "Bike", 8' - 0" 0960-0118 Each 8.000 03 n o2 White Hot Thermoplastic Legend, "Bicycle With Rider", 8' - 0" x 4-0" 0960-0220 Each 46.000 01** n o2 White Hot Thermoplastic Legend, "Straight Arrow", 12' - 0" x 1' - 8" 0960-0222 Each 8.000 01** n o2 White Hot Thermoplastic Legend, "Right Arrow", 12' - 0" x 3' - 0" 0960-0224 Each 107.000 01** n o2 White Hot Thermoplastic Legend, "Left Arrow", 12' - 0" x 3' - 0" 0960-0226 Each 20.000 01 n o2 White Hot Thermoplastic Legend, "Thru And Right Arrow", 20' - 0" x 3' - 7" 4964-0002 Linear Foot 111,790.000 01** n Yes o Std 4" Yellow Epoxy Pavement Markings Modified 4964-0005 Linear Foot 134,233.000 01** n Yes o Std 6" White Epoxy Pavement Markings Modified 0964-0022 Linear Foot 1,129.000 01** n o 24" Yellow Epoxy Pavement Markings 4966-0010 Each 1,730.000 01** n Req o1 Proj Remove Raised Pavement Markers 9000-0001 Linear Foot 6,215.000 01** n x Proj Cleaning Of Existing Shoulders Prior To Milling 9000-0003 Lump Sum 1.000 01 n x Proj Existing Conditions Survey - Sr 0309 Sec Fp1 9000-0004 Lump Sum 1.000 03 n x Proj Existing Conditions Survey - Sr 0309 Sec m19 9000-0073 Cubic Yard 101.000 01** n c1 Std Shoulder Backup - No. 1coarse Aggregate 9000-0606 Each 58.000 01** n k Std Grade Adjustment Of Existing Manholes 9000-0607 Vertical Foot 11.000 01** n k Std Utility Manhole Neck Rebuilding 9000-6174 Dollar 62,000.000 $1.0000 $62,000.00 01 y f Std Superpave Pwt Incentive 9000-9694 Each 6.000 03 n Zz Std Design Of Concrete Curb Ramps (By Ramp) 9000-9695 Square Yard 48.000 03 n k Std Construct Concrete Curb Ramps And Sidewalks | ||||||
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