SR 414 Slide Morris Township

The description and location of the project are as follows: For excavation, select borrow excavation rock, subbase, Superpave Asphalt Mixture Design base, binder and wearing courses, full depth reclamation, drainage, guide rail, tree trimming, selective tree removal, signs, pavement markings, cement concrete, anti-washout admixture, design of retaining walls, construction of retaining walls, and other miscellaneous construction within an overall length of 3,102.00 linear feet (0.58 miles) all as indicated on the approved drawings included in the bid package for State Route 414, Section 30M from approximately 6.41 miles northeast of the intersection with SR 4009 at Segment 0060 Offset 1121 and approximately 3.78 miles southwest of the intersection with State Route 287 at Segment 0080 Offset 1748 in Morris Township, Tioga County. 0201-0001 Lump Sum 1.000 01 n a Std Clearing And Grubbing 0203-0001 Cubic Yard 1,050.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 994.000 01 n c1 Class 1b Excavation 0204-0010 Linear Foot 1,940.000 01 n c1, h Cleaning Existing Ditches 0204-0150 Cubic Yard 173.000 01 n c1, h, s Class 4 Excavation 0205-0363 Ton 1,860.000 01 n c1 Std Selected Borrow Excavation Rock, Class r-3 0205-0368 Ton 30.000 01 n c1 Std Selected Borrow Excavation Rock, Class r-8 0212-0014 Square Yard 1,700.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0311-0337 Ton 171.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 0316-0337 Ton 80.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 4344-0240 Square Yard 4,667.000 01 n Yes c1, f3 Proj Full Depth Reclamation, Chemical Stabilization 12" Depth (Cement Only) 0350-0121 Ton 1,459.000 01 n c, e Subbase (No. 2a) 0411-0395 Ton 511.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0411-2395 Ton 221.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0460-0004 Gallon 481.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0002 Gallon 581.000 01 n f4 Bituminous Prime Coat e 0601-0355 Linear Foot 118.000 01 n h 24" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-7327 Linear Foot 118.000 01 n h 24" Reinforced Concrete Pipe, Type b, 15` - 2` Fill e 0601-0357 Linear Foot 56.000 01 n h 30" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-7341 Linear Foot 56.000 01 n h 30" Reinforced Concrete Pipe, Type b, 15` - 2` Fill 0601-5901 Linear Foot 40.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0605-2600 Each 6.000 01 n k Type d Endwall 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0004 Lump Sum 1.000 14 n x Inspector`s Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 14 n x Std Equipment Package 0619-0459 Each 1.000 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 0620-0500 Linear Foot 325.000 01 n j Reset Guide Rail 0620-0503 Linear Foot 2,086.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1601 Linear Foot 1,025.000 01 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1626 Linear Foot 400.000 01 n j Type 31-Sc Guide Rail With 7` Extra Length Posts 0620-1637 Linear Foot 613.000 01 n j Type 31-Scc Guide Rail With 7` Extra Length Posts 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 0804-0006 Pound 135.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0804-0014 Pound 28.000 01 n m3 Seeding - Formula e 0806-0110 Square Yard 2,800.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2a 0806-0113 Square Yard 2,156.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0810-0024 Lump Sum 1.000 01 n m1 Tree Trimming To An Unlimited Height 0810-0052 Each 2.000 01 n a, m1 Selective Tree Removal 0867-0022 Linear Foot 1,993.000 01 n m2 Compost Filter Sock, 24" Diameter 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0231 Day 100.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 200.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 4,200.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0461 Each 1.000 01 n q Full-Matrix Changeable Message Sign Without Telecommunications 0931-0003 Square Foot 42.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 3.000 01 n r Post Mounted Signs, Type f 0937-0105 Each 2.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 54.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 56.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0937-0303 Each 12.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-1, Red Post With White Sheeting 0937-0320 Each 6.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, White Post With White Sheeting 0937-0337 Each 6.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Red/White Sheeting 0941-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type f 0962-1005 Linear Foot 8,400.000 01 n o 4" Yellow Waterborne Pavement Markings 1001-0020 Cubic Yard 6.000 01 n k Class c Cement Concrete 1001-0801 Cubic Yard 6.000 01 n x Anti-Washout Admixture 1999-0000 Hour 1,000.000 01 n z Std Trainees For Projects 100% State Funded 8213-0001 Lump Sum 1.000 02 n x Std Design Of Retaining Wall (No As-Designed Foundation Provided), s-38948 8213-0002 Lump Sum 1.000 03 n x Std Design Of Retaining Wall (No As-Designed Foundation Provided), s-38949 8213-0003 Lump Sum 1.000 04 n x Std Design Of Retaining Wall (No As-Designed Foundation Provided), s-38950 8213-0004 Lump Sum 1.000 05 n x Std Design Of Retaining Wall (No As-Designed Foundation Provided), s-38951 8213-0005 Lump Sum 1.000 06 n x Std Design Of Retaining Wall (No As-Designed Foundation Provided), s-38952 8213-0006 Lump Sum 1.000 07 n x Std Design Of Retaining Wall (No As-Designed Foundation Provided), s-38953 8255-0001 Lump Sum 1.000 08 n s5 Std Construction Of Retaining Wall, s-38948 8255-0002 Lump Sum 1.000 09 n s5 Std Construction Of Retaining Wall, s-38949 8255-0003 Lump Sum 1.000 10 n s5 Std Construction Of Retaining Wall, s-38950 8255-0004 Lump Sum 1.000 11 n s5 Std Construction Of Retaining Wall, s-38951 8255-0005 Lump Sum 1.000 12 n s5 Std Construction Of Retaining Wall, s-38952 8255-0006 Lump Sum 1.000 13 n s5 Std Construction Of Retaining Wall, s-38953 9000-0001 Each 6.000 01 n c1, m2 Std Temporary Water Diversion System 9000-0002 Each 12.000 01 n m2 Proj Compost Filter Sock Trap 9000-0003 Lump Sum 1.000 01 n x Proj Placement Of Utility Conduits, Shore/Trench Box 9000-0004 Ton 200.000 01 n c, e Proj Type i Portland Cement 9000-0005 Hour 100.000 01 n c Proj Grader And Operator 9000-0006 Hour 100.000 01 n c Proj Roller And Operator 9000-0007 Gallon 133,056.000 01 n Zz Proj Ultrabond 2000 9000-6174 Dollar 4,500.000 $1.00 $4,500.00 01 y x Std Superpave Pwl Incentive

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 10 -	Specialties, Signage.
Division 31 -	Earthwork, Selective Tree and Shrub Removal and Trimming, Selective Tree and Shrub Trimming.
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, Roadway Construction, Vehicle Barriers, Vehicle Guide Rails.