Similar Projects
| Last Updated | 03/29/2019 02:41 AM |
| Project Title | SIP 12-19-SI4-1 |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Washington 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 | $500,000 to $7,499,999 |
| 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. Surface improvement contract of certain sections of various State Routes in Washington County. Construction consists of milling, Superpave 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. This project also includes Inlets and Pipe Placement on Route 2023. 0203-0001 Cubic Yard 5.000 02 n c Class 1 Excavation 0203-0004 Cubic Yard 765.000 01** n c1 Class 1b Excavation 0212-0014 Square Yard 6.000 07 n c3, h, m2 Geotextile, Class 4, Type a 0311-0337 Ton 50.000 07 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 0311-0437 Ton 12,170.000 02** n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0311-0537 Ton 1,310.000 01** n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 215.000 07 n c, e Subbase 6" Depth (No. 2a) 0405-0001 Dollar 48,000.000 $1.0000 $48,000.00 01** y x Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive 0411-0392 Ton 20.000 07 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-h 0411-0492 Ton 4,645.000 02** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0411-0592 Ton 2,005.000 05 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-h 0411-0792 Ton 2,410.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 76-22, 10 To < 30 Million Esals, 9.5 Mm Mix, Srl-h 0411-1495 Ton 21,085.000 02** 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 0411-1595 Ton 1,310.000 05 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-l 0411-1795 Ton 1,580.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 76-22, 10 To < 30 Million Esals, 9.5 Mm Mix, Srl-l 0411-4492 Ton 10,840.000 03** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Rps, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0411-7470 Ton 1,440.000 03** n f Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0411-7570 Ton 376.000 01** n f Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, 3 To < 10 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 703,930.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 4491-0013 Square Yard 225,989.000 01** n Yes f3 Proj Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Contractor , Rpm Removal 0501-0030 Square Yard 190.000 01 n g Plain Cement Concrete Pavement, 9" Depth4 601-0433 Linear Foot 500.000 07 n Yes h Proj 18" Thermoplastic Pipe, Group Ii, 12'-1.5' Fill, Shore/Trench Box , Includes Excavation 0605-2730 Set 2.000 07 n k Type m Concrete Top Unit And Grate 0605-2740 Set 2.000 07 n k Type s Concrete Top Unit And Grate 0605-2850 Each 4.000 07 n k Standard Inlet Box, Height < /= 10' 0606-0050 Set 4.000 02 n c1, k Grade Adjustment Of Existing Inlets 0607-0013 Vertical Foot 4.000 02 n k Rebuilt Inlet Box 0608-0001 Lump Sum 1.000 10 n x Mobilization 0609-0003 Lump Sum 1.000 09 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 09 n x Std Equipment Package 0610-0002 Linear Foot 9,000.000 02** n h2 6" Pipe Underdrain Type i Backfill 4612-0001 Linear Foot 4,500.000 02** n Yes c1, h Std Subgrade Drains ,Base Replacement 0615-0022 Linear Foot 2,250.000 02** n h2 6" Subsurface Drain Outlets 0616-1252 Each 1.000 07 n h Thermoplastic End Section For 18" Pipe 0630-0010 Linear Foot 15.000 02 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 0633-0225 Linear Foot 300.000 01 n k Plain Concrete Mountable Curb, Type b 0676-0001 Square Yard 10.000 02 n k Cement Concrete Sidewalk 0680-0120 Square Yard 275.000 06 n k2, s1 Membrane Waterproofing System Installed On Bridge Deck 0689-0001 Lump Sum 1.000 09 n x Narrative Schedule 0690-0001 Dollar 1,000.000 $1.0000 $1,000.00 09 y x Internal Facilitation 0703-0025 Cubic Yard 1.000 07 n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 911.000 02** n c1, m Topsoil Furnished And Placed 0804-0011 Pound 356.000 02** n m3 Seeding And Soil Supplements - Formula b 0805-0022 Ton 5.000 02** n m3 Mulching - Straw 0810-0024 Lump Sum 1.000 02** n m1 Tree Trimming To An Unlimited Height 0810-0052 Each 17.000 03** n a, m1 Selective Tree Removal 0849-0010 Each 1.000 07 n c1 Rock Construction Entrance 0850-0022 Square Yard 6.000 07 n c1 Rock, Class r-4 0855-0003 Each 1.000 07 n m2 Pumped Water Filter Bag 0855-0004 Each 1.000 07 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 2.000 07 n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 2.000 07 n m2 Inlet Filter Bag For Type s Inlet 0867-0012 Linear Foot 50.000 07 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 11 n q Maintenance And Protection Of Traffic During Construction 0954-0011 Linear Foot 175.000 01** n p8 1 Inch Conduit 0954-0152 Linear Foot 175.000 01** n c1, p8 Trench And Backfill, Type Ii 0956-0101 Linear Foot 9,322.000 01** n p8 Loop Sensor 0960-0001 Linear Foot 899.000 05** n o2 4" White Hot Thermoplastic Pavement Markings 0960-0008 Linear Foot 2,873.000 01** n o2 8" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 1,084.000 01** n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 2,493.000 05 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0101 Each 5.000 01** n o2 White Hot Thermoplastic Legend, "Only", 8' - 0" 0960-0220 Each 4.000 01 n o2 White Hot Thermoplastic Legend, "Straight Arrow", 12' - 0" x 1' - 8" 0960-0222 Each 16.000 01** n o2 White Hot Thermoplastic Legend, "Right Arrow", 12' - 0" x 3' - 0" 0960-0224 Each 51.000 01** n o2 White Hot Thermoplastic Legend, "Left Arrow", 12' - 0" x 3' - 0" 0962-1000 Linear Foot 739,200.000 02** n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 113,960.000 01** n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 757,130.000 02** n o 4" Yellow Waterborne Pavement Markings 0962-1006 Linear Foot 60,695.000 01** n o 6" Yellow Waterborne Pavement Markings 9000-0001 Each 52.000 01** n x Proj Preparation Of Working Drawings For Concrete Curb Ramps 9000-0002 Each 52.000 01** n k, k1 Proj Construct Concrete Curb Ramps And Sidewalks 9000-0003 Linear Foot 187,399.000 01** n x Std Cleaning Of Existing Shoulders 9000-0004 Ton 405.000 01** n c1, f1 Std Bituminous Concrete Joint Repair 9000-0005 Cubic Yard 6,410.000 01** n f3 Std Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 9000-6174 Dollar 60,000.000 $1.0000 $60,000.00 12 y x Std Superpave Pwt Incentive | ||||||
| Details |
|
||||||
| Bidder's List | View project details and contacts | ||||||
| Prospective Bidders | View project details and contacts | ||||||
| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
