Similar Projects
Last Updated | 04/27/2022 03:45 AM |
Project Title | SIP 12-22-SI5 |
Physical Address | View project details and contacts |
City, State (County) | PA (Westmoreland 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 | State Agency |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Surface improvement contract of certain sections of various State Routes in Westmoreland County. Construction consists of milling, asphalt courses, base repair, pavement markings, and other miscellaneous construction on all or portions of the selected State Routes, all as indicated on the approved drawings for various State Routes in Westmoreland County. Alt Item Unit Of Measure Quantity Unit Price Item Total Fc Pdp Mod Desc Cis Wcc Spec Prov Action 313-0437 Ton 10,400.000 01** n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 316-0437 Ton 475.000 01** n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 405-0001 Dollar 79,000.000 $1.00 $79,000.00 01** y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 413-0408 Ton 6,450.000 03 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-h 413-2059 Ton 4,450.000 11** n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 413-2074 Ton 8,620.000 06** n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 413-2089 Ton 14,890.000 01** n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-l 413-2104 Ton 4,300.000 03 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 10 To < 30 Million Esals, 9.5 Mm Mix, Srl-l 413-3197 Ton 6,650.000 11** n f Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-m 413-3245 Ton 3,720.000 06 n f Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 413-3246 Ton 9,190.000 07** n f Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g 413-3295 Ton 22,770.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-h 413-6043 Ton 30.000 10 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 413-9999 Dollar 60,000.000 $1.00 $60,000.00 23 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 460-0003 Square Yard 1,163,830.000 01** n f4 Asphalt Tack Coat (Ntt/Cntt) 491-0013 Square Yard 559,700.000 01** n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 608-0001 Lump Sum 1.000 21 n x Mobilization 609-0004 Lump Sum 1.000 20 n x Inspector's Field Office And Inspection Facilities, Type c 609-0009 Lump Sum 1.000 20 n x Std Equipment Package 610-0002 Linear Foot 300.000 01 n h2 6" Pipe Underdrain Type i Backfill 4612-0001 Linear Foot 200.000 01 n Yes c1, h Std Subgrade Drains , Base Replacement 615-0022 Linear Foot 50.000 01 n h2 6" Subsurface Drain Outlets 689-0001 Lump Sum 1.000 20 n x Narrative Schedule 690-0001 Dollar 1,000.000 $1.00 $1,000.00 20 y x Internal Facilitation 802-0001 Cubic Yard 495.000 02** n c1, m Topsoil Furnished And Placed 804-0001 Pound 405.000 02** n m3 Seeding And Soil Supplements - Formula b, Including Mulch 810-0024 Lump Sum 1.000 02** n m1 Tree Trimming To An Unlimited Height 4901-0001 Lump Sum 1.000 22 n Yes q Proj Maintenance And Protection Of Traffic During Construction (Additional Requirements) 954-0011 Linear Foot 360.000 01** n p8 1 Inch Conduit 954-0152 Linear Foot 360.000 01** n c1, p8 Trench And Backfill, Type Ii 956-0101 Linear Foot 15,135.000 01** n p8 Loop Sensor 960-0001 Linear Foot 1,495.000 01** n o2 4" White Hot Thermoplastic Pavement Markings 960-0002 Linear Foot 250.000 10 n o2 4" Yellow Hot Thermoplastic Pavement Markings 960-0008 Linear Foot 5,760.000 01** n o2 8" White Hot Thermoplastic Pavement Markings 960-0009 Linear Foot 50.000 06 n o2 8" Yellow Hot Thermoplastic Pavement Markings 960-0021 Linear Foot 2,825.000 01** n o2 24" White Hot Thermoplastic Pavement Markings 960-0022 Linear Foot 6,290.000 01** n o2 24" Yellow Hot Thermoplastic Pavement Markings 960-0127 Each 2.000 02 n o2 White Hot Thermoplastic Legend, "Rr Crossing", 6' - 6", 12' Lane Width (Includes "x", "Rr", And 2 Transverse Bands) 960-0153 Each 2.000 06 n o2 White Hot Thermoplastic Roundabout Left-Right-Straight Arrow 960-0220 Each 5.000 05** n o2 White Hot Thermoplastic Legend, "Straight Arrow", 12' - 0" x 1' - 8" 960-0222 Each 17.000 01** n o2 White Hot Thermoplastic Legend, "Right Arrow", 12' - 0" x 3' - 0" 960-0224 Each 132.000 01** n o2 White Hot Thermoplastic Legend, "Left Arrow", 12' - 0" x 3' - 0" 960-0228 Each 9.000 05** n o2 White Hot Thermoplastic Legend, "Thru And Left Arrow", 20' - 0" x 3' - 7" 962-1000 Linear Foot 461,480.000 02** n o 4" White Waterborne Pavement Markings 962-1001 Linear Foot 455,300.000 01** n o 6" White Waterborne Pavement Markings 962-1005 Linear Foot 748,480.000 02** n o 4" Yellow Waterborne Pavement Markings 962-1006 Linear Foot 433,690.000 01** n o 6" Yellow Waterborne Pavement Markings 9000-0001 Each 2.000 09 n k Proj Preparation Of Working Drawings For Concrete Curb Ramps 9000-0002 Each 2.000 09 n k Proj Construct Concrete Curb Ramps And Sidewalks (By Quadrant) 9000-0003 Each 8.000 05 n o2 Proj White Hot Thermoplastic Legend, Slight Right Arrow (12'-0" x 3'-0") 9000-0004 Ton 57.000 01** n f1 Std Asphalt Concrete Joint Repair 9000-0005 Cubic Yard 5,070.000 01** n f3 Std Milling Of Asphalt Surface, Variable Depth, Milled Material To Be Retained By Contractor |
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