SR 4032, Little Sewickley Creek Road Slide

The description and location of the project is as follows: For construction and reestablishment of existing slopes with geosynthetic reinforcement, bituminous pavement, drainage, guiderail, signing and pavement markings, and other miscellaneous construction, all within a length of 1664.00 linear feet (0.315 miles) as indicated on the approved drawings for State Route 4032, Section a06, In Allegheny County, Edgeworth Borough , Commonwealth of Pennsylvania. This project being situated as follows: From approximately the intersection of Little Sewickley Creek Road Little Sewickley Road at segment 0020 offset 1015 (Station 87+50) to approximately the Leet Township/Edgeworth Borough line at segment 0020 offset 2155 (Station 118+60). 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 6,732.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 1,052.000 01 n c1 Class 1b Excavation 0203-0005 Cubic Yard 30.000 01 n c1 Class 1c Excavation 0204-0001 Cubic Yard 42.000 01 n c1, h Class 2 Excavation 0205-0367 Ton 7,915.000 01 n c1 Selected Borrow Excavation Rock, Class r-7 0205-0381 Ton 1,789.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0390 Ton 30.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 2a 0208-0001 Hour 40.000 01 n c Special Rolling 0212-0014 Square Yard 2,482.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 1,785.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0223-0004 Square Foot 2,000.000 01 n m2 Geosynthetic Reinforced Soil Slope, Type d 0313-0326 Square Yard 1,299.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix, 6" Depth 0350-0106 Square Yard 1,299.000 01 n c, e Subbase 6" Depth (No. 2a) 0413-0195 Square Yard 1,900.000 01 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 0413-6035 Square Yard 1,873.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0003 Square Yard 3,770.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002 Gallon 187.000 01 n f4 Asphalt Prime Coat 0491-0017 Square Yard 625.000 01 n f3 Milling Of Asphalt Pavement Surface, 4" Depth, Milled Material Retained By Contractor e 0601-7708 Linear Foot 78.000 01 n h 18" Reinforced Concrete Pipe, Type b, 7'- 3' Fill, Shore/Trench Box o 0601-0313 Linear Foot 78.000 01 n h 18" Thermoplastic Pipe, Group i, 15'-1.5' Fill o 0601-5023 Linear Foot 78.000 01 n h 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage, Shore/Trench Box 0605-2741 Set 2.000 01 n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 1.000 01 n k Standard Inlet Box, Height < /= 10' 0607-0009 Vertical Foot 2.000 01 n k Rebuilt Type 4' Inlet 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0004 Lump Sum 1.000 94 n x Inspector's Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 94 n x Std Equipment Package 0619-0459 Each 2.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 1.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 1,285.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-1600 Linear Foot 748.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 300.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 150.000 01 n j Type 31-Scc Guide Rail 0620-1645 Linear Foot 25.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 1.000 01 n j Type 31-Strong Post In-Line Anchor 0651-0104 Square Yard 274.000 01 n e, f Paved Shoulders, Type 1- Sp 0686-0010 Lump Sum 1.000 01 n x Construction Surveying, Type a 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0001 Dollar 2,000.000 $1.00 $2,000.00 01** y x Internal Facilitation 0804-0003 Pound 140.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0810-0052 Each 18.000 01 n a, m1 Selective Tree Removal 0811-0003 Linear Foot 312.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 4849-0010 Each 5.000 01 n Yes c1 Proj Rock Construction Entrance Modified 0860-0000 Each 4.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0012 Linear Foot 1,180.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0022 Linear Foot 1,180.000 01 n m2 Compost Filter Sock, 24" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 62.000 01 n q Additional Warning Lights, Type b 0901-0232 Day 62.000 01 n q Additional Warning Lights, Type c 0901-0240 Square Foot 250.000 01 n q, r Additional Traffic Control Signs 0901-0450 Each 2.000 01 n q 3-Line Changeable Message Sign With Telecommunications 0937-0339 Each 2.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0941-0001 Each 2.000 01 n r Reset Post Mounted Signs, Type b 0962-1001 Linear Foot 3,416.000 01 n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 3,416.000 01 n o 4" Yellow Waterborne Pavement Markings 9000-0002 Each 4.000 95 n r Std Covid-19 Safety Plan Sign 9000-0005 Dollar 3,000.000 $1.00 $3,000.00 01 y x Proj Utility Investigation And Test Holes 9000-6056 Each 1.000 01 n k Std Core Hole In Inlet Box 9203-0101 Lump Sum 1.000 01 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.