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Last Updated 03/12/2021 04:39 AM
Project Title

SR 1015 Hanover Street Resurface

Physical Address View project details and contacts
City, State (County) PA   (Adams County)
Category(s) Heavy and Highway
Sub-Category(s) Paving/Reconstruction
Contracting Method Competitive Bids.
Project Status Results
Bids Due View project details and contacts
Estimated Value $1,000,000 to $2,499,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

Construction activities include overlay, shoulder repair, guiderail updates, signing & pavement marking updates, minor drainage updates, and other miscellaneous construction, all as indicated on the approved drawings included in the Bid Package for State Route 1015, Section 017, In Adams County, Oxford Township & New Oxford Borough, from the intersection of Appler Road and Hanover Street at Segment 0002 Offset 1570 to the New Oxford Borough line at Segment 0070 Offset 0050, for an overall project length of 14,499.00 linear feet (2.746 miles). 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 2,572.000 01 n c Class 1 Excavation 0205-0264 Cubic Yard 13.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 4205-0300 Ton 90.000 01 n Yes c1 Std Selected Borrow Excavation Modified 0205-0364 Ton 5.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0390 Ton 90.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 2a 0206-0010 Ton 389.000 01 n c1 Select Granular Material (2rc) 0212-0014 Square Yard 240.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0313-0422 Square Yard 9,204.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0316-0437 Ton 829.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 9,204.000 01 n c, e Subbase 6" Depth (No. 2a) 0404-0012 Dollar 20,000.000 $1.00 $20,000.00 01 y x Asphalt Pavement Ride Quality Incentive, Schedule b 0405-0001 Dollar 20,000.000 $1.00 $20,000.00 01 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 0413-0258 Ton 440.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-1024 Ton 1,833.000 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 0413-3220 Square Yard 40,715.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64s-22, 0.3 To < 3 Million Esals, 12.5 Mm Mix, 2" Depth, Srl-h 0460-0001 Square Yard 83,527.000 01 n f4 Asphalt Tack Coat 0461-0001 Square Yard 2,907.000 01 n f4 Asphalt Prime Coat 0492-0030 Square Yard 399.000 01 n f3 Profile Milling, Milled Material Retained By Contractor 0601-5901 Linear Foot 480.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0608-0001 Lump Sum 1.000 06 n x Mobilization 0609-0007 Lump Sum 1.000 08 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 08 n x Std Equipment Package 0619-0459 Each 10.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 4.000 01 n j Terminal Section, Single 4620-0500 Linear Foot 25.000 01 n Yes j Std Reset Guide Rail (Mash 31-s Standards) 0620-0503 Linear Foot 5,013.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0872 Each 1.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 4,400.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 50.000 01 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1625 Linear Foot 100.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 100.000 01 n j Type 31-Scc Guide Rail 0620-1670 Each 4.000 01 n j Type 31-Strong Post In-Line Anchor 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 08 y x Internal Facilitation 0703-0024 Cubic Yard 152.000 01 n c1, h No. 2a Coarse Aggregate 0802-0001 Cubic Yard 417.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 126.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0810-0024 Lump Sum 1.000 01 n m1 Tree Trimming To An Unlimited Height 0901-0001 Lump Sum 1.000 07 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0320 Linear Foot 58,730.000 07 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 29,270.000 07 n o 4" Standard Pavement Markings, Paint & Beads, White 0931-0003 Square Foot 28.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 43.000 01 n r Post Mounted Signs, Type f 0937-0330 Each 5.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0339 Each 21.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0960-0021 Linear Foot 268.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0962-1000 Linear Foot 29,270.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 170.000 01 n o 6" White Waterborne Pavement Markings 0962-1002 Linear Foot 266.000 01 n o 8" White Waterborne Pavement Markings 0962-1005 Linear Foot 29,390.000 01 n o 4" Yellow Waterborne Pavement Markings 0965-0113 Each 2.000 01 n o2 White Preformed Thermoplastic Legend, "Mph", 8` - 0" 0965-0150 Each 2.000 01 n o2 White Preformed Thermoplastic Legend, "Rr Crossing", 6` - 6", 10` Lane Width (Includes "x", "Rr", And 2 Transverse Bands) 0965-0303 Each 2.000 01 n o2 White Preformed Thermoplastic Legend, "3", 8` - 0" 0965-0305 Each 2.000 01 n o2 White Preformed Thermoplastic Legend, "5", 8` - 0" 0965-0412 Each 2.000 01 n o2 White Preformed Thermoplastic Legend, "l", 8` - 0" 0965-0415 Each 2.000 01 n o2 White Preformed Thermoplastic Legend, "o", 8` - 0" 0965-0419 Each 2.000 01 n o2 White Preformed Thermoplastic Legend, "s", 8` - 0" 0965-0423 Each 2.000 01 n o2 White Preformed Thermoplastic Legend, "w", 8` - 0" 0971-0001 Each 1.000 01 n r Remove Post Mounted Signs, Type b 1001-1140 Cubic Yard 120.000 01 n k Class c Cement Concrete 9000-0001 Cubic Yard 360.000 01 n c1 Std Solution Cavity Excavation 9605-2731 Each 7.000 01 n k Std Rebuilt Inlet Type m Concrete Top Unit And Bicycle Safe Grate 9901-0350 Dollar 8,000.000 $1.00 $8,000.00 01 y x Std Railroad Protective Services

Details

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.

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Project Documents
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 Architectural Plans
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