SR 2035 McKee Road Slide

The description and location of the project is as follows: For the slides correction, asphalt paving, drainage, guiderail, signing and pavement marking, and other miscellaneous construction, all within a length of 510 linear feet (0.097 miles) and 500 linear feet (0.09 miles) as indicated on the approved drawings for State Route 2035, Section a03, And State Route 1032, Section a06, In Allegheny County, White Oak Borough And Harrison Township, Commonwealth of Pennsylvania. The project being located as follows: From approximately 0.1 miles north of Jacks Run Road (SR 0048) at Segment 0010 Offset 0727 to approximately 0.2 miles south of Lower Heckman Road at Segment 0010 Offset 1437. From approximately 0.7 miles east of SR 1001 at Segment 0070 Offset 0220 to approximately 2.4 miles west of SR 1001 at Segment 0070 Offset 0920. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0201-0002 Lump Sum 1.000 02 n a Clearing And Grubbing 0203-0001 Cubic Yard 6,180.000 01** n c Class 1 Excavation 0203-0006 Linear Foot 441.000 01** n g4 Saw Cutting 0205-0264 Cubic Yard 35.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0381 Ton 1,173.000 01** n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0208-0001 Hour 4.000 01** n c Special Rolling 0208-0002 Cubic Yard 72.000 01** n c1 Excavation/Backfill/Compaction 0208-0003 Square Yard 269.000 01** n c3, h, m2 Geotextile Class 4 0212-0014 Square Yard 1,401.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 824.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0223-0004 Square Foot 2,527.000 02 n m2 Geosynthetic Reinforced Soil Slope, Type d 0313-0315 Ton 357.000 02 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 37.5 Mm Mix 0313-0428 Square Yard 686.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 7" Depth 0350-0108 Square Yard 686.000 01 n c, e Subbase 8" Depth (No. 2a) 0350-0121 Ton 295.000 01** n c, e Subbase (No. 2a) 0413-0195 Square Yard 1,042.000 02 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0413-0247 Square Yard 1,277.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-m 0413-6035 Square Yard 1,042.000 02 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-6045 Square Yard 1,277.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001 Square Yard 5,661.000 01** n f4 Asphalt Tack Coat 0461-0002 Gallon 64.000 01 n f4 Asphalt Prime Coat 0491-0019 Square Yard 741.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0601-5901 Linear Foot 100.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" e 0601-7313 Linear Foot 30.000 02 n h 18" Reinforced Concrete Pipe, Type b, 15' - 1.5' Fill o 0601-2823 Linear Foot 30.000 n h 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 0601-7708 Linear Foot 4.000 01 n h 18" Reinforced Concrete Pipe, Type b, 7'- 3' Fill, Shore/Trench Box 0604-4505 Linear Foot 4.000 01 n h 12" Perforated Reinforced Concrete Pipe, Type a, 15' - 2' Fill, Shore/Trench Box e 0604-7708 Linear Foot 384.000 01 n h 18" Reinforced Concrete Pipe, Type b, (Open Joint), 7' - 3' Fill, Shore/Trench Box o 0604-0500 Linear Foot 384.000 n h 18" Perforated Thermoplastic Pipe, Group Vi, 15'-2' Fill, Shore/Trench Box 0605-2620 Each 1.000 02 n k Type d-w Endwall 0605-2741 Set 6.000 01** n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 6.000 01** n k Standard Inlet Box, Height < /= 10' 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 94 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 94 n x Std Equipment Package 0610-0002 Linear Foot 375.000 02 n h2 6" Pipe Underdrain Type i Backfill 0620-0503 Linear Foot 700.000 01** n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-1600 Linear Foot 525.000 01** n j Type 31-s Guide Rail 0620-1625 Linear Foot 75.000 01** n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 100.000 01** n j Type 31-Scc Guide Rail 0626-0030 Cubic Yard 266.000 02 n m2 Corrosion Resistant Gabions, Type b 0686-0030 Lump Sum 1.000 01 n x Construction Surveying, Type b, Modified 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 163.000 01** n Yes c1, m Std Topsoil Furnished And Placed Modified 0804-0003 Pound 19.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0006 Pound 85.000 01** n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0845-0001 Dollar 10,000.000 $1.00 $10,000.00 01** y m2 Unforeseen Water Pollution Control 0849-0010 Each 4.000 01** n c1 Rock Construction Entrance 0851-0003 Square Yard 2.000 02 n c1 Rock Apron 0860-0000 Each 1.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 8.000 01** n m2 Inlet Filter Bag For Type s Inlet 0867-0012 Linear Foot 395.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0018 Linear Foot 500.000 02 n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 60.000 01** n q Additional Warning Lights, Type b 0901-0232 Day 30.000 02 n q Additional Warning Lights, Type c 0901-0240 Square Foot 350.000 01** n q, r Additional Traffic Control Signs 0901-0462 Each 2.000 02 n q Full-Matrix Changeable Message Sign With Telecommunications And Radar 0937-0107 Each 5.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0323 Each 8.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 4962-1001 Linear Foot 3,540.000 01** n Yes o Std 6" White Waterborne Pavement Markings Modified 4962-1005 Linear Foot 3,540.000 01** n Yes o Std 4" Yellow Waterborne Pavement Markings Modified 9000-0008 Cubic Yard 2.000 01 n h Std Concrete Pipe Collar 9000-0856 Each 1.000 01 n c1, h, m2 Proj Rock Filter 9000-0901 Each 4.000 01 n r Std Covid-19 Safety Plan Sign 9000-2051 Cubic Yard 3,215.000 01 n c1 Proj Select Borrow Excavation, Ptm 510 Rock 9203-0101 Lump Sum 1.000 02 n c5, u Std Temporary Excavation Support And Protection System

Division 31 -	Earthwork, Erosion and Sedimentation Controls.
Division 33 -	Utilities, Storm Drainage Utilities, Ponds and Reservoirs.
Division 35 -	Waterway and Marine Construction, Shoreline Protection, Waterway Construction and Equipment.