Chapel 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 marking, and other miscellaneous construction, all within a length of 1,479 linear feet (0.280 miles) as indicated on the approved drawings included in the bid package for STATE ROUTE 3005 SECTION B06 (Chapel Road) and State Route 4012 Section B09 (Brady’s Run Road) in Beaver County, Center, Chippewa, And Brighton Townships, Commonwealth of Pennsylvania. This project being situated as follows: State Route 3005, SECTION B06, from a point approximately 1,400 feet north of Center Grange Road at Segment 0060 Offset 1417 (Station 14+54) to a point approximately 570 feet south of Pleasantview Drive at Segment 0060 Offset 2331 (Station 23+68). State Route 4012, Section B09, from a point approximately 765 feet west of May Road at Segment 0070 Offset 1131/2559 (Station 2+50) to a point approximately 290 feet west of May Road at Segment 0070 Offset 1606/3199 (Station 7+25). 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 6,938.000 01** n c Class 1 Excavation 0205-0001 Cubic Yard 21.000 03 n c1 Common Borrow Excavation 0205-0281 Cubic Yard 1,401.000 01** n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0367 Ton 5,553.000 01** n c1 Selected Borrow Excavation Rock, Class r-7 0205-0385 Ton 81.000 03 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 57 0208-0001 Hour 20.000 01 n c Special Rolling 0212-0001 Linear Foot 1,087.000 01** n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 4,374.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0311-0322 Square Yard 1,550.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0311-0330 Square Yard 667.000 03 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 8" Depth 0350-0106 Square Yard 1,550.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0121 Ton 155.000 03 n c, e Subbase (No. 2a) 0411-0383 Square Yard 1,536.000 03 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-g 0411-0385 Square Yard 1,550.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0411-6350 Square Yard 1,536.000 03 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0003 Square Yard 6,172.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 0491-0017 Square Yard 963.000 03 n f3 Milling Of Bituminous Pavement Surface, 4" Depth, Milled Material Retained By Contractor e 4601-0313 Linear Foot 78.000 01 n Yes h Std 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill Modified o 4601-7313 Linear Foot 78.000 01 n Req h Std 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill 0601-5430 Cubic Yard 2.000 01 n h, k1 Class a Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 30.000 03 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" e 4601-7308 Linear Foot 35.000 03 n Yes h Std 15" Reinforced Concrete Pipe, Type b, 20` - 1.5` Fill Modified o 4601-0312 Linear Foot 35.000 01 n Yes h Std 15" Thermoplastic Pipe, Group i, 15`-1.5` Fill Modified 0605-1300 Each 1.000 03 n c1, h1 Cleaning Drainage Structures 0605-2701 Each 1.000 03 n k Bicycle Safe Inlet Grate 0605-2730 Set 2.000 01 n k Type m Concrete Top Unit And Grate 0605-2741 Set 1.000 03 n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 3.000 01** n k Standard Inlet Box, Height < /= 10` 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 0610-7002 Linear Foot 1,087.000 01** n h2 6" Pavement Base Drain 0615-0022 Linear Foot 15.000 01 n h2 6" Subsurface Drain Outlets 0619-0459 Each 5.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 2.000 03 n j Terminal Section, Single 0620-0503 Linear Foot 750.000 03 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 1,062.000 01** n j Type 31-s Guide Rail 0620-1602 Linear Foot 469.000 01 n j Type 31-s Guide Rail With 8` Extra Length Posts 0620-1670 Each 2.000 03 n j Type 31-Strong Post In-Line Anchor 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 2,000.000 $1.00 $2,000.00 01** y x Internal Facilitation 4802-0001 Cubic Yard 138.000 01** n Yes c1, m Std Topsoil Furnished And Placed Modified 4804-0001 Pound 29.000 01** n Yes m3 Std Seeding And Soil Supplements - Formula b, Including Mulch Modified 0804-0003 Pound 12.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0006 Pound 12.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0811-0003 Linear Foot 368.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 2,000.000 $1.00 $2,000.00 03 y m2 Unforeseen Water Pollution Control 0849-0010 Each 5.000 01** n c1 Rock Construction Entrance 0860-0001 Each 4.000 01** n m2 Inlet Filter Bag For Type s Inlet 0866-0005 Linear Foot 450.000 03 n m2 Heavy Duty Silt Barrier Fence 0867-0012 Linear Foot 369.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 03 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 78.000 01** n q Additional Warning Lights, Type b 0901-0232 Day 78.000 01** n q Additional Warning Lights, Type c 0901-0240 Square Foot 500.000 01** n q, r Additional Traffic Control Signs 0931-0003 Square Foot 71.000 03 n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 30.000 03 n r Post Mounted Signs, Type f 0937-0113 Each 24.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 4962-1001 Linear Foot 5,500.000 01** n Yes o Std 6" White Waterborne Pavement Markings Modified 4962-1005 Linear Foot 5,500.000 01** n Yes o Std 4" Yellow Waterborne Pavement Markings Modified 9000-0002 Linear Foot 350.000 03 n a Proj Clean Existing Shoulder 9000-0003 Lump Sum 1.000 53 n h Proj Sanitary Sewer Line Relocation 9000-0012 Linear Foot 166.000 03 n g1, g4 Std Sawcut Of Existing Pavement 9000-0250 Dollar 5,000.000 $1.00 $5,000.00 03 y c1, p8 Std Locate Existing Underground Facilities 9000-2081 Cubic Yard 400.000 01 n c1 Std As Directed Subgrade Undercut 9218-0200 Square Foot 1,891.000 03 n c1 Std Geosynthetic Reinforced Soil (Grs) Slopes - Type a 9218-0205 Cubic Yard 70.000 03 n c1 Std Excavation Of Unsuitable Foundation Materials

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 10 -	Specialties, Signage.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.
Division 34 -	Transportation, Roadway Construction, Vehicle Barriers, Vehicle Guide Rails.