NFSR to Chemung Rv

The description and location of the project are as follows: For resurfacing including selected borrow excavation rock, base repairs, milling, subbase, Superpave Asphalt Mixture Design scratch and wearing courses, heavy duty membrane, guide rail, pavement markings, epoxy overlay, neoprene strip seal gland replacement, paved drive and side road overlays, and other miscellaneous construction within an overall length of 6,276.00 linear feet (1.18 miles) all as indicated on the approved drawings included in the bid package for State Route 199, Section 011 from approximately 0.06 miles northwest of the intersection with SR 220 at Segment 0004 Offset 0365 and approximately 0.57 miles southwest of the intersection with State Route 1056 at Segment 0040 Offset 0500 in Athens Township, Bradford County. 4205-0363ton20.000 01nyesc1std Selected Borrow Excavation Rock, Class r-3 (Includes Excavation) 0316-0337ton1,255.000 01ne, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0121ton118.000 01nc, e Subbase (No. 2a) 0413-0256ton1,359.000 01nf Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g 0413-1024ton681.000 01nf Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-9999dollar4,500.000$1.00$4,500.0001yx Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0004gallon3,622.000 01nf4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002gallon1,455.000 01nf4 Asphalt Prime Coat 0467-0001square Yard1,584.000 01nf2 Heavy Duty Membranes 0491-0021square Yard7,540.000 01nf3 Milling Of Asphalt Pavement Surface, 2 1/4" Depth, Milled Material Retained By Contractor 0491-0041square Yard7,417.000 01nf3std Milling Of Asphalt Pavement Surface, 2 1/4" Depth, Milled Material Retained By Department (Delivered To Stockpile) 0608-0001lump Sum1.000 01nx Mobilization 0609-0009lump Sum1.000 05nxstd Equipment Package 0610-7002linear Foot100.000 01nh2 6" Pavement Base Drain 0619-0459each2.000 01nj1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400each1.000 01nj Terminal Section, Single 0620-0503linear Foot477.000 01nc1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0900each2.000 01nc1, j Remove Concrete Anchorage 0620-1600linear Foot400.000 01nj Type 31-s Guide Rail 0620-1670each1.000 01nj Type 31-Strong Post In-Line Anchor 0689-0003lump Sum1.000 01nx Cpm Schedule 0690-0001dollar1,000.000$1.00$1,000.0001yx Internal Facilitation 0901-0001lump Sum1.000 01nqstd Maintenance And Protection Of Traffic During Construction 0901-0320linear Foot31,626.000 01no 4" Standard Pavement Markings, Paint & Beads, Yellow 0937-0105each3.000 01nj, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107each5.000 01nj, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114each6.000 01nj, r Guide Rail Mounted Delineator Type d, (w/w) 0937-0334each1.000 01nr Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Yellow Sheeting 0962-1000linear Foot7,672.000 01no 4" White Waterborne Pavement Markings 0962-1005linear Foot8,542.000 01no 4" Yellow Waterborne Pavement Markings 5046-0010square Yard2,226.000 02**Nyesk2std Epoxy Overlay (Bauxite) 5090-1017linear Foot101.000 02**Nyest5std Neoprene Strip Seal Gland Replacement (4" Movement) 9000-0016ton40.000 01nfstd Paved Drive And Side Road Overlays 9000-3019each2.000 04nxstd Covid-19 Safety Plan Sign

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.