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Last Updated 06/19/2020 08:27 AM
Project Title

Main Street-Scotland

Physical Address View project details and contacts
City, State (County) PA   (Franklin 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 $5,000,000 to $7,499,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

This project consists of base repair, drainage installation, resurfacing, reconstruction, curb and sidewalk installation, box culvert installation, and other miscellaneous construction, all as indicated on the approved drawings included in the Bid Package for State Route 1006, Section 005, In Franklin County, Greene Township, from the intersection with SR 0997 at Segment 0010 Offset 0000 to the intersection with SR 0997 at Segment 0050 Offset 1161, for an overall project length of 7745.00 linear feet (1.467 miles). 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 7,466.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 1,531.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 317.000 01 n c1, h Class 2 Excavation 0205-0281 Cubic Yard 94.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0285 Cubic Yard 376.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 57 0205-0382 Ton 1,774.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 3 0206-0010 Ton 178.000 01 n c1 Select Granular Material (2rc) 0212-0001 Linear Foot 6,927.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 12,638.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0213-0002 Dollar 1,000.000 $1.00 $1,000.00 01 y z Temporary Project Air Pollution Control 0220-0020 Cubic Yard 15.000 01 n k1 Flowable Backfill, Type c 0313-0424 Square Yard 3,859.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 5" Depth 0313-0426 Square Yard 12,858.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth 0313-0437 Ton 38.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0316-0424 Square Yard 734.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 5" Depth 0350-0104 Square Yard 248.000 01 n c, e Subbase 4" Depth (No. 2a) 0350-0108 Square Yard 12,760.000 01 n c, e Subbase 8" Depth (No. 2a) 0413-1021 Ton 367.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0413-3235 Square Yard 27,985.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-6045 Square Yard 15,534.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0413-7009 Ton 1,864.000 01 n f Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 62,929.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 2,519.000 01 n f4 Asphalt Prime Coat 0491-0019 Square Yard 16,392.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0501-0024 Square Yard 248.000 01 n g Plain Cement Concrete Pavement, 6" Depth 0501-0032 Square Yard 281.000 01 n g Plain Cement Concrete Pavement, 10" Depth 0601-5901 Linear Foot 548.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 4601-6749 Linear Foot 244.000 01 n Yes h Proj 29" x 45" Elliptical Reinforced Concrete Pipe, Type b Shore/Trench Box Horizontal, 7` - 3`, 50 Year Design Life Modified 0601-6751 Linear Foot 55.000 01 n h 38" x 60" Elliptical Reinforced Concrete Pipe, Type b Shore/Trench Box Horizontal, 7` - 3`, 50 Year Design Life 0601-7516 Linear Foot 10.000 01 n h 24" Reinforced Concrete Pipe, Type a, 3` - 2` Fill, Shore/Trench Box, 100 Year Design Life e 4601-7516 Linear Foot 97.000 01 n Yes h Proj 24" Reinforced Concrete Pipe, Type a, 3` - 2` Fill, Shore/Trench Box, 100 Year Design Life Modified o 0601-0502 Linear Foot 97.000 01 n h 24" Thermoplastic Pipe, Group Vi, 15`-2` Fill, Shore/Trench Box 0601-7706 Linear Foot 10.000 01 n h 15" Reinforced Concrete Pipe, Type b, 15` - 2` Fill, Shore/Trench Box 0601-7707 Linear Foot 15.000 01 n h 18" Reinforced Concrete Pipe, Type b, 3` - 2` Fill, Shore/Trench Box e 4601-7707 Linear Foot 404.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type b, 3` - 2` Fill, Shore/Trench Box Modified o 0601-0500 Linear Foot 404.000 01 n h 18" Thermoplastic Pipe, Group Vi, 15`-2` Fill, Shore/Trench Box e 0601-7708 Linear Foot 97.000 01 n h 18" Reinforced Concrete Pipe, Type b, 7`- 3` Fill, Shore/Trench Box o 4601-0500 Linear Foot 97.000 01 n Yes h Proj 18" Thermoplastic Pipe, Group Vi, 15`-2` Fill, Shore/Trench Box Modified e 0601-7716 Linear Foot 190.000 01 n h 24" Reinforced Concrete Pipe, Type b, 7` - 3` Fill, Shore/Trench Box o 0601-0502 Linear Foot 190.000 01 n h 24" Thermoplastic Pipe, Group Vi, 15`-2` Fill, Shore/Trench Box e 0604-7707 Linear Foot 510.000 01 n h 18" Reinforced Concrete Pipe, Type b, (Open Joint), 3` - 2` Fill, Shore/Trench Box o 0604-0500 Linear Foot 510.000 01 n h 18" Perforated Thermoplastic Pipe, Group Vi, 15`-2` Fill, Shore/Trench Box e 0604-7715 Linear Foot 54.000 01 n h 24" Reinforced Concrete Pipe, Type b, (Open Joint), 3` - 2` Fill, Shore/Trench Box o 0604-0502 Linear Foot 54.000 01 n h 24" Perforated Thermoplastic Pipe, Group Vi, 15`-2` Fill, Shore/Trench Box e 0604-7716 Linear Foot 751.000 01 n h 24" Reinforced Concrete Pipe, Type b, (Open Joint), 7` - 3` Fill, Shore/Trench Box o 4604-0502 Linear Foot 751.000 01 n Yes h Proj 24" Perforated Thermoplastic Pipe, Group Vi, 15`-2` Fill, Shore/Trench Box Modified e 0604-7725 Linear Foot 172.000 01 n h 30" Reinforced Concrete Pipe, Type b, (Open Joint), 7` - 3` Fill, Shore/Trench Box o 0604-0504 Linear Foot 172.000 01 n h 30" Perforated Thermoplastic Pipe, Group Vi, 15`-2` Fill, Shore/Trench Box 0605-2401 Set 1.000 01 n k Manhole Frame And Cover 0605-2600 Each 1.000 01 n k Type d Endwall 0605-2711 Set 33.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 4605-2711 Set 6.000 01 n Yes k Proj Type c Concrete Top Unit And Bicycle Safe Grate Modified 0605-2731 Set 11.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 4605-2731 Set 1.000 01 n Yes k Proj Type m Concrete Top Unit And Bicycle Safe Grate Modified 0605-2761 Set 3.000 01 n k Type d-h Level Concrete Top Unit And Bicycle Safe Grates 0605-2850 Each 24.000 01 n k Standard Inlet Box, Height < /= 10` 0605-2854 Each 19.000 01 n k Type 4 Inlet Box, Height < /= 10` 4605-2854 Each 1.000 01 n Yes k Proj Type 4 Inlet Box, Height < /= 10` Modified 4605-2858 Each 2.000 01 n Yes k Proj Type 5 Inlet Box, Height < /= 10` Modified 4605-2862 Each 1.000 01 n Yes k Proj Type 6 Inlet Box, Height < /= 10` Modified 4605-2866 Each 1.000 01 n Yes k Proj Type 7 Inlet Box, Height < /= 10` Modified 4605-2874 Each 1.000 01 n Yes k Proj Type 9 Inlet Box, Height < /= 10` Modified 0605-2882 Each 3.000 01 n k Type d-h Inlet Box, Height < /= 10` 0605-3021 Each 1.000 01 n k Type 5 Manhole, Storm Water, Height >5` And < /= 10` 0606-0050 Set 3.000 01 n c1, k Grade Adjustment Of Existing Inlets 0606-0160 Set 4.000 01 n c1, k Grade Adjustment Of Existing Water Valves 0608-0001 Lump Sum 1.000 06 n x Mobilization 0609-0006 Lump Sum 1.000 08 n x Inspector`s Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 08 n x Std Equipment Package 0610-7002 Linear Foot 5,757.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 16.000 01 n h2 6" Subsurface Drain Outlets 0615-0050 Each 1.000 01 n h2 Subsurface Drain Outlet Endwall (Sloped) 0615-0066 Each 1.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0618-0021 Each 2.000 01 n h Concrete Collar For 15" Pipe Extension 0618-0022 Each 3.000 01 n h Concrete Collar For 18" Pipe Extension 0618-0024 Each 2.000 01 n h Concrete Collar For 24" Pipe Extension 0619-0459 Each 11.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 3.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 7.000 01 n j Terminal Section, Single 0620-0502 Linear Foot 3,147.000 01 n c1, j Remove Existing Guide Rail (Department Property) 0620-0872 Each 1.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 2,475.000 01 n j Type 31-s Guide Rail 0620-1601 Linear Foot 175.000 01 n j Type 31-s Guide Rail With 7` Extra Length Posts 0620-1625 Linear Foot 112.500 01 n j Type 31-Sc Guide Rail 0620-1645 Linear Foot 225.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 6.000 01 n j Type 31-Strong Post In-Line Anchor 0623-0052 Linear Foot 108.000 01 n j1 Single Face Concrete Barrier 0627-3020 Linear Foot 240.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0630-0001 Linear Foot 5,140.000 02 n k Plain Cement Concrete Curb 0676-0001 Square Yard 1,363.000 02 n k Cement Concrete Sidewalk 0686-0010 Lump Sum 1.000 01 n x Construction Surveying, Type a 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 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 e 0695-0002 Square Foot 221.000 01** n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 221.000 01** n k Detectable Warning Surface, Polymer Concrete o 0695-0004 Square Foot 221.000 01** n k Detectable Warning Surface, Polymer Composite 0696-0610 Each 2.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0802-0001 Cubic Yard 331.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 126.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0004 Pound 14.000 01 n m3 Seeding - Formula e, Including Mulch 0806-0112 Square Yard 2,897.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2c 0810-0052 Each 30.000 01 n a, m1 Selective Tree Removal 0811-0003 Linear Foot 259.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 2.000 01 n c1 Rock Construction Entrance 0851-0003 Square Yard 39.000 01 n c1 Rock Apron 0851-0005 Each 1.000 01 n c1 Temporary Installations 0855-0003 Each 1.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 1.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 31.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 57.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0012 Linear Foot 5,191.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 07 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 150.000 07 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 7,345.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 4,081.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0460 Each 2.000 01 n q Full-Matrix Changeable Message Sign With Telecommunications 0931-0001 Square Foot 1,581.800 01 n r Post Mounted Signs, Type b 0932-0001 Square Foot 20.000 01 n r Post Mounted Signs, Type c 0935-0001 Square Foot 75.000 01 n r Post Mounted Signs, Type f 0937-0339 Each 19.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0941-0001 Each 10.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type f 0960-0021 Linear Foot 237.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0962-1000 Linear Foot 26,024.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 28,002.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 4,699.000 01 n o2, o3 Pavement Marking Removal 0965-0230 Each 37.000 01 n o2 White Preformed Thermoplastic Legend, "Wrong Way Arrow", 23` - 0" 0971-0001 Each 17.000 01 n r Remove Post Mounted Signs, Type b 1018-0001 Lump Sum 1.000 20 n t1 Proj Removal Of Existing Bridge 1999-0000 Hour 1,000.000 09 n z Std Trainees For Projects 100% State Funded e 8510-0001 Lump Sum 1.000 20 n Yes s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-38705 a 1002-0001 Pound 2,275.000 20 n s7 Reinforcement Bars a 1002-0053 Pound 4,894.000 20 n s7 Reinforcement Bars, Epoxy Coated a 1019-0050 Square Yard 64.000 20 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) o 8520-0001 Lump Sum 1.000 20 n s4 Std Cast-In-Place Reinforced Concrete Box Culvert 8800-0001 Lump Sum 1.000 60 n Yes h Proj Water Line Relocation 8800-0002 Lump Sum 1.000 62 n Yes h Proj Water Line Relocation 9000-0000 Each 2.000 02 n p, p8 Proj Solar Powered School Zone Speed Limit Sign, Type i, With Radar Speed Sign 9000-0001 Linear Foot 77.000 01 n h Proj 48" Temporary Pipe 9000-0002 Linear Foot 46.000 01 n c1, m2 Proj Temporary Concrete Barrier Channel 9000-0003 Pound 1.000 01 n m3 Proj Floodplain Seed Mix 9000-0004 Each 1.000 01 n m2 Proj Concrete Block/Gravel Protection For Type d-h Inlet 9000-0005 Linear Foot 313.000 01 n m2 Proj Diversion Dike System 9000-0010 Each 1.000 01 n h Proj Concrete Utility Protective Casing 9000-0011 Each 1.000 01 n h Proj Concrete With Rebar Utility Protective Casing 9000-0012 Each 6.000 01 n h2 Proj Sidewalk Downspout Drain 9000-0013 Each 4.000 01 n j1 Proj Single Face Concrete Barrier Transition 9000-0015 Square Yard 101.000 01 n k Proj Concrete Pad, 4" Depth 9000-0016 Square Yard 59.000 01 n g Proj Concrete Driveway Adjustments 9000-0017 Square Yard 66.000 01 n k Proj Residential Concrete Sidewalk 9000-0018 Square Yard 36.000 01 n k Proj Residential Concrete Steps 9000-0019 Square Foot 50.000 02 n k1 Proj Retaining Wall To Be Reset 9000-0020 Square Yard 876.000 01 n f Proj Bituminous Driveway Adjustments 9000-0021 Ton 5.000 01** n f Proj Bituminous Wedge Curb 9000-0025 Linear Foot 110.000 01 n j2 Proj Remove And Reset Fence 9000-0026 Each 35.000 01 n x Proj Remove And Reset Mailbox 9000-0027 Lump Sum 1.000 01 n x Proj Video Inspection Of Existing Sanitary Sewer 9000-0100 Square Foot 667.000 02 n k1, s5 Proj Modular Architectural Block System 9000-1000 Each 18.000 50 n k Std Grade Adjustment Of Sanitary Sewer Utility Hole 9000-1001 Vertical Foot 5.500 50 n k Std Rebuild Existing Sanitary Sewer Utility Hole 9203-0101 Lump Sum 1.000 20 n c1, u Std Temporary Excavation Support And Protection System 9413-9998 Dollar 1,000.000 $1.00 $1,000.00 01 y f1 Proj Asphalt Manual Patching Using Hot Or Cold Mix

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.

Bidder's List View project details and contacts
Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents