Bradford Bridge Grouping

The description and location of the project are as follows: For bridge preservation including subbase, Superpave Asphalt Mixture Design wearing course, milling, pavement markings, protective coating for reinforced concrete surfaces, neoprene strip seal gland replacement, concrete bridge deck repair, epoxy overlay, neoprene compression seal, epoxy overlay, modified deflection joint caulking, and other related work within an overall length of 3,335.00 linear feet (0.628 miles) all as indicated on the approved drawings included in the bid package for State Route 1007, Section 027 from approximately 0.03 miles northwest of the intersection with State Route 1001 at Segment 0230 Offset 0030 to approximately 0.06 miles southeast of the intersection with State Road 706 at Segment 0230 Offset 0516 in stevens township, bradford county, state route 1075, section 004 from approximately 0.17 miles north of the intersection with State Route 1077 at Segment 7020 Offset 0768 to approximately 0.21 miles southeast of the intersection with State Road 706 at Segment 7024 Offset 0150 in stevens township, bradford county, state route 2024, section 006 from approximately 0.90 miles southeast of the intersection with State Route 2027 at Segment 0024 Offset 0443 to approximately 0.49 miles northwest of the intersection with State Road 2028 at Segment 0024 Offset 0955 in Towanda Township, Bradford County, State Route 3006, Section 024 from approximately 3.22 miles northwest of the intersection with Long Valley Road at Segment 7010 Offset 0770 to approximately 1.03 miles west of the intersection with Township Road 348 at Segment 7014 Offset 0150 in Monroe Township, Bradford County, State Route 4027, Section 015 from approximately 0.06 miles northeast of the intersection with State Route 4026 at Segment 0200 Offset 0135 to approximately 0.07 miles southwest of the intersection with State Road 4013 at Segment 0200 Offset 0595 in Ridgebury Township, Bradford County, And State Route 1056, Section 012 from approximately 0.14 miles east of the intersection with State Route 199 at Segment 0010 Offset 0553 to approximately 0.12 miles west of the intersection with State Road 1060 at Segment 0020 Offset 0890 in Athens Township And Athens Borough, Bradford County. 0350-0121 Ton 20.000 01 n c, e Subbase (No. 2a) 0413-0202 Ton 121.000 02** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-h 0413-0205 Ton 68.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-0255 Ton 33.000 06 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0460-0004 Gallon 369.000 01** n f4 Asphalt Tack Coat (Ntt/Cntt) 0491-0019 Square Yard 2,448.000 01** n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0608-0001 Lump Sum 1.000 01** n x Mobilization 0609-0009 Lump Sum 1.000 01** n x Std Equipment Package 0686-0040 Lump Sum 1.000 01** n x Construction Surveying, Type c 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 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0901-0002 Lump Sum 1.000 02 n q Std Maintenance And Protection Of Traffic During Construction 0901-0003 Lump Sum 1.000 03 n q Std Maintenance And Protection Of Traffic During Construction 0901-0004 Lump Sum 1.000 04 n q Std Maintenance And Protection Of Traffic During Construction 0901-0005 Lump Sum 1.000 05 n q Std Maintenance And Protection Of Traffic During Construction 0901-0006 Lump Sum 1.000 06 n q Std Maintenance And Protection Of Traffic During Construction 0962-1000 Linear Foot 1,500.000 06 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 2,692.000 01** n o 4" Yellow Waterborne Pavement Markings 5019-0050 Square Yard 1,137.000 06 n Yes k2 Std Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) (100% Silane) 5040-0002 Square Foot 126.000 04 n Yes s9 Std Concrete Bridge Deck Repair, Type 2 (Rapid Setting Concrete) 5046-0010 Square Yard 5,681.000 01** n Yes k2 Std Epoxy Overlay (Bauxite) 5090-1017 Linear Foot 45.000 01 n Yes t5 Std Neoprene Strip Seal Gland Replacement (3" Movement) 9000-0314 Linear Foot 150.000 04 n t5 Proj Neoprene Compression Seal (1/2" To 4" Joint Widths) (Continuous Top Surface Seal) 9000-0380 Linear Foot 1,427.000 01** n k1, s2 Std Modified Deflection Joint Caulking 9000-1017 Linear Foot 195.000 03** n t5 Std Neoprene Strip Seal Gland Replacement (4" Movement)

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 -	Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 -	Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 -	Thermal and Moisture Protection, Expansion Control.
Division 09 -	Finishes, High-Performance Coatings.
Division 10 -	Specialties, Signage, Traffic Signage.
Division 26 -	Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 -	Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Rigid Paving, Fences and Gates, Retaining Walls.
Division 34 -	Transportation, Bridges.