Parkway East Retaining Wall Rehabilitation Along 2Nd Avenue and Eliza Furnace Trail

The description and location of the project is as follows: Cantilever retaining wall rehabilitation that separates I-376 (Parkway East) with 2nd Avenue and the Eliza Furnace Trail and other miscellaneous construction, all as indicated on the drawings approved for STATE ROUTE 376, SECTION A61, in Allegheny COUNTY, City of Pittsburgh. The project being situated as follows: From approximately .4 milers east of the Grant Street Exit at segment 0711 offset 1150 to approximately .5 miles west of the Bates Street Exit at segment 0720 offset 3660. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 731.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 542.000 01 n c1 Class 1b Excavation 0212-0001 Linear Foot 1,354.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 1,703.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0350-0106 Square Yard 2,027.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0120 Cubic Yard 18.000 01 n c, e Subbase (No. 2a) 0411-0375 Square Yard 1,587.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1" Depth, Srl-l 0411-0581 Square Yard 300.000 01 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-e 0411-6350 Square Yard 67.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0411-6550 Square Yard 1,820.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 3 To < 10 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001 Square Yard 2,120.000 01 n f4 Bituminous Tack Coat 0501-0020 Square Yard 15.000 01 n g, g1, k Plain Cement Concrete Pavement, 4" Depth 0501-0030 Square Yard 300.000 01 n g Plain Cement Concrete Pavement, 9" Depth 0515-0001 Linear Foot 184.000 01 n g1, g4 Sawing And Sealing Of Bituminous Overlays 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0002 Lump Sum 1.000 01 n x Inspector`s Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 94 n x Std Equipment Package 4610-7002 Linear Foot 1,354.000 01 n Req h2 Proj 6" Pavement Base Drain 0630-0001 Linear Foot 100.000 01 n k Plain Cement Concrete Curb 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 4802-0001 Cubic Yard 121.000 01 n Yes c1, m Std Topsoil Furnished And Placed Modified 0804-0003 Pound 55.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 11.000 01 n m3 Seeding - Formula e, Including Mulch 0845-0001 Dollar 5,000.000 $1.00 $5,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 1.000 01 n c1 Rock Construction Entrance 0855-0003 Each 4.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 2.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0002 Each 8.000 01 n m2 Inlet Filter Bag For Type c Inlet 0860-0012 Each 2.000 01 n m2 Concrete Block/Gravel Inlet Protection For Type c Inlet 0867-0012 Linear Foot 925.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0022 Linear Foot 100.000 01 n m2 Compost Filter Sock, 24" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0120 Each 2.000 01 n q Speed Display Sign 0901-0203 Each 1.000 01 n q Arrow Panel 0901-0231 Day 50.000 01 n q Additional Warning Lights, Type b 0901-0232 Day 150.000 01 n q Additional Warning Lights, Type c 0901-0240 Square Foot 100.000 01 n q, r Additional Traffic Control Signs 4901-0320 Linear Foot 4,862.000 01 n Req o Std 4" Standard Pavement Markings, Paint & Beads, Yellow 4901-0331 Linear Foot 2,232.000 01 n Req o Std 6" Standard Pavement Markings, Paint & Beads, White 4901-0334 Linear Foot 24.000 01 n Req o Std 24" Standard Pavement Markings, Paint & Beads, White 0901-0702 Each 3.000 01 n p, q Temporary Traffic Signals (Portable Only) 0937-0203 Each 17.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type o, (w/b) 4962-1001 Linear Foot 3,788.000 01 n Yes o Std 6" White Waterborne Pavement Markings Modified 4962-1005 Linear Foot 30,004.000 01 n Yes o Std 4" Yellow Waterborne Pavement Markings Modified 0962-1009 Linear Foot 2,564.000 01 n o 24" Yellow Waterborne Pavement Markings 0962-1019 Linear Foot 88.000 01 n o 24" White Waterborne Transverse Pavement Markings 0963-0001 Square Foot 7,515.000 01 n o2, o3 Pavement Marking Removal 1002-0052 Pound 124,400.000 04 n s7 Reinforcement Bars, Epoxy Coated 1002-0053 Pound 67,300.000 03 n s7 Reinforcement Bars, Epoxy Coated 1007-0120 Linear Foot 2,056.000 03 n u Micropiles 7" Diameter 1007-0220 Lump Sum 1.000 03 n x Micropiles Mobilization 5016-0102 Linear Foot 1,231.000 01 n Req j2, s4 Proj Sidewalk Protective Fence Steel 1999-9999 Hour 1,000.000 97 n z Std Trainees 8600-0001 Lump Sum 1.000 04 n Yes c5, s5 Proj Retaining Wall Rehabilitation, As Designed, s-38068 8600-0002 Lump Sum 1.000 03 n Yes c5, s5 Proj Retaining Wall Rehabilitation, As Directed, s-38069 9000-0002 Square Yard 922.000 01 n k, m Proj Trail Surface Aggregate (Tsa), (For Trail Repairs), 3 1/2" Depth 9000-0003 Each 84.000 04 n c5, s5 Proj Water Tightness Test 9000-0004 Cubic Foot 698.000 04 n c5, s5 Proj Consolidation Grouting 9000-0005 Linear Foot 666.000 04 n c5, s5 Proj Re-Drilling Of Consolidation-Grouted Anchor Bond Lengths 9000-0006 Each 76.000 03 n c5, s5 Proj Water Tightness Test 9000-0007 Cubic Foot 696.000 03 n c5, s5 Proj Consolidation Grouting 9000-0008 Linear Foot 664.000 03 n c5, s5 Proj Re-Drilling Of Consolidation-Grouted Anchor Bond Lengths 9000-0010 Lump Sum 1.000 01 n p8 Proj Existing Traffic Signal Removal, Storage, Reset And Retiming 9000-0090 Pound 24,153.000 04 n s5, s7 Proj Steel Welded Wire Fabric, Epoxy Coated 9000-0091 Pound 2,191.000 03 n s5, s7 Proj Steel Welded Wire Fabric, Epoxy Coated 9000-0135 Lump Sum 1.000 03 n s2, s5 Proj Removal Of Portion Of Existing Retaining Wall 9000-6056 Each 8.000 01 n k Std Core Hole In Inlet Box 9000-9001 Dollar 16,000.000 $1.00 $16,000.00 04 y s2, s5 Proj Removal Of Deteriorated Concrete 9000-9011 Dollar 3,500.000 $1.00 $3,500.00 01 y x Std Off-Duty Uniformed Police Officer 9000-9014 Linear Foot 585.000 01 n k Std Temporary Lane Separator Curb

Division 31 -	Earthwork, Earthwork Methods.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Curbs, Gutters, Sidewalks, and Driveways.