Similar Projects
Last Updated | 04/19/2022 03:28 PM |
Project Title | Indiana Co Line to US 219 |
Physical Address | View project details and contacts |
City, State (County) | PA (Cambria 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 | $2,500,000 to $4,999,999 |
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 Washington 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 Washington County. Alt Item Unit Of Measure Quantity Unit Price Item Total Fc Pdp Mod Desc Cis Wcc Spec Prov Action 313-0437 Ton 12,530.000 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 360.000 02** 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 83,000.000 $1.00 $83,000.00 01** y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 413-2074 Ton 10,725.000 02** 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 3,490.000 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 10,970.000 07** n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 10 To < 30 Million Esals, 9.5 Mm Mix, Srl-l 413-3245 Ton 16,410.000 02** n f Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 413-3295 Ton 5,350.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-h 413-3344 Ton 16,790.000 07** n f Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64s-22, 10 To < 30 Million Esals, 9.5 Mm Mix, Srl-e 413-9999 Dollar 30,000.000 $1.00 $30,000.00 17 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 460-0003 Square Yard 930,820.000 01** n f4 Asphalt Tack Coat (Ntt/Cntt) 491-0013 Square Yard 435,690.000 01** n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 515-0001 Linear Foot 170.000 03** n g1, g4 Sawing And Sealing Of Asphalt Overlays 605-2730 Set 5.000 03** n k Type m Concrete Top Unit And Grate 4605-2850 Each 4.000 05 n Yes k Proj Standard Inlet Box, Height < /= 10' , Includes Pipe 607-0014 Vertical Foot 1.000 03 n k Rebuilt Type m Inlet 608-0001 Lump Sum 1.000 15 n x Mobilization 609-0003 Lump Sum 1.000 14 n x Inspector's Field Office And Inspection Facilities, Type b 609-0009 Lump Sum 1.000 14 n x Std Equipment Package 610-0002 Linear Foot 1,600.000 01** n h2 6" Pipe Underdrain Type i Backfill 4612-0001 Linear Foot 220.000 01** n Yes c1, h Std Subgrade Drains , Base Replacement 615-0022 Linear Foot 110.000 01** n h2 6" Subsurface Drain Outlets 689-0001 Lump Sum 1.000 14 n x Narrative Schedule 690-0001 Dollar 1,000.000 $1.00 $1,000.00 14 y x Internal Facilitation 802-0001 Cubic Yard 1,360.000 01** n c1, m Topsoil Furnished And Placed 804-0001 Pound 955.000 01** n m3 Seeding And Soil Supplements - Formula b, Including Mulch 810-0024 Lump Sum 1.000 02** n m Tree Trimming To An Unlimited Height 810-0052 Each 6.000 02 n a, m1 Selective Tree Removal 4901-0001 Lump Sum 1.000 16 n Yes q Proj Maintenance And Protection Of Traffic During Construction (Additional Requirements) 954-0011 Linear Foot 65.000 03** n p8 1 Inch Conduit 954-0152 Linear Foot 65.000 03** n c1, p8 Trench And Backfill, Type Ii 956-0101 Linear Foot 1,485.000 03** n p8 Loop Sensor 960-0008 Linear Foot 1,130.000 01** n o2 8" White Hot Thermoplastic Pavement Markings 960-0021 Linear Foot 828.000 02** n o2 24" White Hot Thermoplastic Pavement Markings 960-0022 Linear Foot 250.000 09 n o2 24" Yellow Hot Thermoplastic Pavement Markings 960-0220 Each 5.000 09 n o2 White Hot Thermoplastic Legend, "Straight Arrow", 12' - 0" x 1' - 8" 960-0222 Each 6.000 09 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12' - 0" x 3' - 0" 960-0224 Each 4.000 09 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12' - 0" x 3' - 0" 962-1000 Linear Foot 1,140,900.000 01** n o 4" White Waterborne Pavement Markings 962-1005 Linear Foot 1,140,200.000 01** n o 4" Yellow Waterborne Pavement Markings 9000-0001 Each 19.000 01** n k Proj Preparation Of Working Drawings For Concrete Curb Ramps 9000-0002 Each 19.000 01** n k Proj Construct Concrete Curb Ramps And Sidewalks (By Quadrant) 9000-0003 Cubic Yard 6,070.000 01** n f3 Std Milling Of Bituminous Surface, Variable Depth Milled Material To Be Retained By Contractor 9000-0004 Each 1.000 02 n o2 Proj White Hot Thermoplastic Legend, "Do", 8'-0" 9000-0005 Each 1.000 02 n o2 Proj White Hot Thermoplastic Legend, "Not", 8'-0" 9000-0006 Each 1.000 02 n o2 Proj White Hot Thermoplastic Legend, "Block", 8'-0" |
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