GRP 114-20-7135-1

The description and location of the project is as follows: For the milling, resurfacing, overlaying, shoulder repair, base repair, drainage, guide rail, pavement marking, and other miscellaneous construction, all within a length of 37,997 linear feet (7.20 miles) as indicated on the approved drawings included in the bid package for Group Project 114-20-7135-1 in Lawrence County, Volant Borough, Hickory, Scott, Washington, and Wilmington Townships Commonwealth of Pennsylvania. This project being situated as follows: SR 0208, Section L21 (Neshannock Avenue-Main Street) – From approximately 220 feet west of Westminister Drive (PRDR) at Segment 0240 Offset 1757 (Station 1+16) to SR 0208 (Leesburg Volant Road) at the Mercer County Line at Segment 0340 Offset 1966 (246+07). SR 1010, Section L01 (Eastbrook Harlansburg Road) – From SR 0168 (Eastbrook Road) at Segment 0010 Offset 0000 (Station 0+00) to SR 0956 (Neshannock Falls Road) at Segment 0070 Offset 1466 (Station 170+61). Various State Routes and Facilities throughout Lawrence County for unforeseen repair and/or resurfacing, as directed. 0203-0003 Cubic Yard 20.000 01 n c1 Class 1a Excavation 0203-0004 Cubic Yard 769.000 01** n c1 Class 1b Excavation 0204-0001 Cubic Yard 9.000 01** n c1, h Class 2 Excavation 0204-0150 Cubic Yard 8.000 01** n c1, h, s Class 4 Excavation 0205-0100 Cubic Yard 32.000 01** n c1 Foreign Borrow Excavation 0205-0364 Ton 8.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0208-0001 Hour 2.000 70 n c Special Rolling 0212-0016 Square Yard 75.000 01 n c3, h, m2 Geotextile, Class 4, Type c 4311-0337 Ton 1,551.000 01** n Yes e Proj Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix Modified 4316-0337 Ton 454.000 01** n Yes e, f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix Modified 0350-0121 Ton 17.000 01** n c, e Subbase (No. 2a) 4411-0010 Ton 6,561.000 72 n Req f Std Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix - High Rap 0411-1393 Ton 7,907.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-g 4450-1323 Ton 10.000 01** n Yes f1 Proj Superpave Asphalt Mixture Design, Wma Wearing Course, Manual Patching, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-g Modified 0460-0004 Gallon 9,771.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0002 Gallon 4,788.000 01** n f4 Bituminous Prime Coat 4469-0002 Gallon 948.000 01** n Req f2 Std Asphalt Joint And Crack Sealing For Bituminous Surfaces 0491-0010 Square Yard 42,664.000 72 n f3 Milling Of Bituminous Pavement Surface, 1/2" Depth, Milled Material Retained By Contractor 0491-0011 Square Yard 3,458.000 01 n f3 Milling Of Bituminous Pavement Surface, 1" Depth, Milled Material Retained By Contractor 0491-0013 Square Yard 12,754.000 01 n f3 Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0491-0014 Square Yard 98.000 72 n f3 Milling Of Bituminous Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 44,096.000 01** n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor e 4601-0313 Linear Foot 2,001.000 01 n Yes h Std 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill Modified o 4601-0763 Linear Foot 2,001.000 01 n Yes h Std 18" Ductile Iron Pipe Modified o 4601-7313 Linear Foot 2,001.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill Modified e 4601-0315 Linear Foot 1,476.000 01 n Yes h Std 24" Thermoplastic Pipe, Group i, 15`-1.5` Fill Modified o 4601-0765 Linear Foot 1,476.000 01 n Yes h Std 24" Ductile Iron Pipe Modified o 4601-7326 Linear Foot 1,476.000 01 n Yes h Std 24" Reinforced Concrete Pipe, Type b, 10` - 2` Fill Modified 4601-0320 Linear Foot 4.000 01 n Yes h Std 42" Thermoplastic Pipe, Group i, 15`-1.5` Fill Modified 0601-5430 Cubic Yard 2.000 01 n h, k1 Class a Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 144.000 01** n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 4601-7008 Linear Foot 8.000 70 n Yes h Std 15" Reinforced Concrete Pipe, Type a, 20` - 1.5` Fill Modified 4601-7313 Linear Foot 16.000 01 n Yes h Std 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill Modified 0605-1300 Each 4.000 01 n c1, h1 Cleaning Drainage Structures 0605-2600 Each 1.000 70 n k Type d Endwall 0605-2630 Each 1.000 01 n k Type e-s Endwall 0605-2701 Each 15.000 01 n k Bicycle Safe Inlet Grate 0605-2711 Set 1.000 70 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2741 Set 1.000 01 n k Type s Concrete Top Unit And Bicycle Safe Grate 0605-2781 Set 7.000 01** n k Type m Frame And Bicycle Safe Grate 0605-2850 Each 6.000 01 n k Standard Inlet Box, Height < /= 10` 0606-0050 Set 30.000 01** n c1, k Grade Adjustment Of Existing Inlets 0608-0001 Lump Sum 1.000 95 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 4610-0002 Linear Foot 250.000 01** n Yes h2 Std 6" Pipe Underdrain Type i Backfill Modified 0619-0470 Each 37.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals, Tangent) 0620-0400 Each 6.000 01** n j Terminal Section, Single 0620-0503 Linear Foot 3,910.000 01** n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0525 Each 10.000 01** n j Offset Brackets 0620-0551 Each 10.000 01** n j w6 x 9 Steel i-Beam Guide Rail Posts 4620-0551 Each 10.000 01** n Yes j Proj w6 x 9 Steel i-Beam Guide Rail Posts Modified 0620-1600 Linear Foot 3,769.000 01** n j Type 31-s Guide Rail 0620-1625 Linear Foot 250.000 01** n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 50.000 01** n j Type 31-Scc Guide Rail 0620-1670 Each 5.000 01** n j Type 31-Strong Post In-Line Anchor 4660-0021 Linear Foot 19,216.000 01 n Yes f3 Proj Milled Centerline Rumble Strips Type 1 Modified 4660-0022 Linear Foot 17,092.000 72 n Yes f3 Proj Milled Centerline Rumble Strips Type 2 Modified 4677-0002 Ton 221.000 01** n Yes c1, e Std Selected Material Surfacing Modified 0686-0040 Lump Sum 1.000 95 n x Construction Surveying, Type c 0689-0005 Lump Sum 1.000 95 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 95 y x Internal Facilitation 0703-0020 Cubic Yard 25.000 01 n c1, h No. 1 Coarse Aggregate 4802-0001 Cubic Yard 448.000 01** n Yes c1, m Std Topsoil Furnished And Placed Modified 4804-0001 Pound 110.000 01** n Yes m3 Std Seeding And Soil Supplements - Formula b, Including Mulch Modified 0804-0003 Pound 131.000 01** n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0850-0032 Cubic Yard 16.000 01** n c1 Rock, Class r-4 0860-0000 Each 40.000 01** n m2 Inlet Filter Bag For Type m Inlet 0867-0018 Linear Foot 700.000 01** n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 95 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 4.000 01** n q Additional Warning Lights, Type b 0901-0232 Day 4.000 01** n q Additional Warning Lights, Type c 0901-0240 Square Foot 350.000 01** n q, r Additional Traffic Control Signs 4901-0320 Linear Foot 174,388.000 01** n Yes o Std 4" Standard Pavement Markings, Paint & Beads, Yellow Modified 4901-0330 Linear Foot 188,392.000 01** n Yes o Std 4" Standard Pavement Markings, Paint & Beads, White Modified 4960-0500 Each 2.000 01 n Req o2 Std White Hot Thermoplastic Legend 4962-1001 Linear Foot 148,384.000 01** n Yes o Std 6" White Waterborne Pavement Markings Modified 4962-1005 Linear Foot 208,572.000 01** n Yes o Std 4" Yellow Waterborne Pavement Markings Modified 0966-0011 Each 286.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 1019-0050 Square Yard 2.000 70 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 9000-0015 Cubic Yard 4.000 01** n h Std Concrete Pipe Collar 9000-0026 Square Yard 536.000 01** n f, f1 Std Bituminous Driveway Adjustment 9000-0027 Square Yard 16.000 01** n e, f Std Bituminous Driveway Reconstruction 9000-0030 Ton 31.000 01** n k Proj Bituminous Wedge Curb 9000-0060 Linear Foot 419.000 01** n j Proj Repair Guide Rail 9000-0100 Lump Sum 1.000 95 n x Proj Electronic Delivery Management System For Hma-Wma Material 9000-0120 Cubic Yard 965.000 01** n c1 Proj Shoulder Backfill (Recycled Millings) 9000-0125 Linear Foot 90.000 01 n h Proj Slip Lining Of Existing 42" Pipe 9000-0126 Cubic Yard 5.000 01 n h Proj Annular Space Grouting 9000-0127 Dollar 1,035.000 $1.00 $1,035.00 01 y h1 Proj Cleaning Existing Pipe Culvert 9000-0607 Each 7.000 01 n k Proj Rebuilt Type h Inlet To Type s Inlet Top 9000-2081 Cubic Yard 42.000 01** n c1 Std As Directed Subgrade Undercut 9000-6056 Each 4.000 01** n k Std Core Hole In Inlet Box, 6" To 12" Diameter 9000-6057 Each 2.000 01 n k Std Core Hole In Inlet Box, 15" To 24" Diameter 9000-6174 Dollar 29,000.000 $1.00 $29,000.00 01 y x Std Superpave Pwt Incentive 9000-9011 Dollar 15,000.000 $1.00 $15,000.00 95 y x Std Off-Duty Uniformed Police Officer

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
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, Guideways/Railways.