Crawford Group 121

Milling, asphalt overlay, base repair, minor drainage improvements, guiderail improvements, and pavement markings and and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 77, in Crawford COUNTY Bloomfield TOWNSHIP from the intersection with SR 8 then 6.46 miles East to segment 0580 offset 1420 in Spartansburg. Alt Item Unit Of Measure Quantity Unit Price Item Total Fc Pdp Mod Desc Cis Wcc Spec Prov Action 4203-0003 Cubic Yard 4.000 01 n Yes c1 Proj Class 1a Excavation Includes Subbase No. 2a 204-0001 Cubic Yard 42.000 01 n c1, h Class 2 Excavation 204-0010 Linear Foot 912.000 01 n c1, hCleaning Existing Ditches Excavation 205-0364 Ton 100.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 205-0368 Ton 36.000 01 n c1 Selected Borrow Excavation Rock, Class r-8 205-0390 Ton 50.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 2a 316-0437 Ton 1,700.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 4316-0437 Ton 100.000 01 n Yes e, f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix Transverse 405-0001 Dollar 20,000.000 $1.00 $20,000.00 01 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 413-1024 Ton 3,991.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 413-3247 Ton 10,424.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-m 413-9999 Dollar 45,000.000 $1.00 $45,000.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 460-0003 Square Yard 244,842.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 461-0001 Square Yard 11,120.000 01 n f4 Asphalt Prime Coat 4491-0019 Square Yard 58,408.000 01 n Yes f3 Std Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor Shoulder Backup 491-0039 Square Yard 63,794.000 01 n f3 Std Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) e 0601-0352 Linear Foot 8.000 01 n h 15" Thermoplastic Pipe, Group Iii, 8'-2' Fill o 0601-7308 Linear Foot 8.000 n h 15" Reinforced Concrete Pipe, Type b, 20' - 1.5' Fill o 9000-0004 Linear Foot 8.000 n h Proj 15" Corrugated Galvanized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage 601-5431 Cubic Yard 1.000 01 n h, k1 Class c Cement Concrete For Miscellaneous Drainage 601-5901 Linear Foot 958.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 601-7341 Linear Foot 4.000 01 n h 30" Reinforced Concrete Pipe, Type b, 15' - 2' Fill 605-2703 Each 1.000 01 n k Inlet Grates For Type d-h Concrete Top Unit 605-2740 Set 2.000 01 n k Type s Concrete Top Unit And Grate 606-0050 Set 1.000 01 n c1, k Grade Adjustment Of Existing Inlets 607-0013 Vertical Foot 2.000 01 n kRebuilt Inlet Box 608-0001 Lump Sum 1.000 01 n x Mobilization 609-0003 Lump Sum 1.000 02 n x Inspector's Field Office And Inspection Facilities, Type b 609-0009 Lump Sum 1.000 02 n x StdEquipment Package 616-1208 Each 1.000 01 n h Concrete End Sections For 36" Pipe 619-0459 Each 9.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 620-0010 Each 8.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 620-0400 Each 1.000 01 n j Terminal Section, Single 620-0503 Linear Foot 3,037.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 620-0575 Linear Foot 50.000 01 n j Guide Rail Element 620-0872 Each 4.000 01 n j Buried-In-Backslope Terminal, Single Panel 620-0873 Each 2.000 01 n j Buried-In-Backslope Terminal, Double Panel 620-0900 Each 3.000 01 n c 1, jRemove Concrete Anchorage 620-1600 Linear Foot 2,163.00 0 01 n jType 31-s Guide Rail 620-1602 Linear Foot 738.000 01 n j Type 31-s Guide Rail With 8' Extra Length Posts 620-1625 Linear Foot 100.000 01 n j Type 31-Sc Guide Rail 620-1645 Linear Foot 13.000 01 n j Curved w-Beam Guide Rail At Intersections 620-1670 Each 1.000 01 n j Type 31-Strong Post In-Line Anchor 660-0002 Linear Foot 28,30 0.000 01 n f3Milled Asphalt Pavement Centerline Rumble Strips Type 2 4677-0002 Ton 32.000 01 n Yes c1, e Std Selected Material Surfacing Replace In Kind 689-0001 Lump Sum 1.000 01 n x Narrative Schedule 690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 4810-0024 Lump Sum 1.000 01 n Yes m1 Std Tree Trimming To An Unlimited Height Includes Removal 901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 937-0107 Each 97.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 937-0197 Each 8.000 01 n j1, r Barrier Mounted Delineator, Top Mount Type r, (y/b) 937-0334 Each 9.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Yellow Sheeting 962-1000 Linear Foot 66,566.000 01 n o 4" White Waterborne Pavement Markings 962-1005 Linear Foot 169,615.000 01 n o 4" Yellow Waterborne Pavement Markings 9000-0001 Ton 1.000 01 n e, f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, Pave Around Inlets 9000-0002 Square Yard 165.000 01 n f3 Proj Asphalt Rumble Strips 9000-0003 Ton 30.000 01 n e, f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To <3 Million Esals, 25.0 Mm Mix, Full Depth Transverse 9000-1010 Lump Sum 1.000 01 n x Std Electronic Delivery Management System For Asphalt Material

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 31 -	Earthwork, Erosion and Sedimentation Controls.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Ponds and Reservoirs, Storm Drainage Structures.
Division 35 -	Waterway and Marine Construction, Shoreline Protection, Waterway Construction and Equipment.