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Reported 05/11/2020 01:25 AM
Project Title

SR 1011 - US 30 to US 30

Physical Address View project details and contacts
City, State (County) PA   (Bedford County)
Category(s) Heavy and Highway
Sub-Category(s) Paving/Reconstruction
Contracting Method Competitive Bids.
Project Status Bidding on Hold
Bids Due View project details and contacts
Estimated Value $2,500,000 to $4,999,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

This project is for the pavement preservation of approximately 18.97 miles of SR’s 1011, 2008, 2010 & 4009 in Bedford County. Work includes pavement preservation, guiderail, drainage and other miscellaneous construction as indicated on the approved drawings included in the bid package for state route 1011, section 001, in bedford county, east providence, monroe & bedford townships at the locations indicated on the plan. 0203-0001 Cubic Yard 79.000 01** n c Class 1 Excavation 4203-0004 Cubic Yard 3,034.000 01** n Yes c1 Std Class 1b Excavation Shoulder Backfill 0204-0010 Linear Foot 948.000 01** n c1, h Cleaning Existing Ditches 0204-0150 Cubic Yard 246.000 01** n c1, h, s Class 4 Excavation 0205-0363 Ton 67.000 03 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0364 Ton 260.000 01** n c1 Selected Borrow Excavation Rock, Class r-4 0205-0366 Ton 41.000 01** n c1 Selected Borrow Excavation Rock, Class r-6 0205-0381 Ton 169.000 01** n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0206-0010 Ton 4,243.000 01** n c1 Select Granular Material (2rc) 0311-0320 Square Yard 33,363.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 0311-0322 Square Yard 1,921.000 02** n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 4411-0010 Ton 32,604.000 01** n Req f Std Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix - High Rap 0411-0395 Ton 588.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0411-0492 Ton 5,019.000 04 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0411-1495 Ton 3,157.000 04 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0460-0003 Square Yard 315,610.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 44,757.000 01** n f4 Bituminous Prime Coat 0491-0014 Square Yard 25,158.000 01** n f3 Milling Of Bituminous Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 2,381.000 01** n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0515-0001 Linear Foot 4,050.000 04 n g1, g4 Sawing And Sealing Of Bituminous Overlays e 0601-0312 Linear Foot 44.000 01 n h 15" Thermoplastic Pipe, Group i, 15`-1.5` Fill o 0601-0762 Linear Foot 44.000 01 n h 16" Ductile Iron Pipe o 0601-7308 Linear Foot 44.000 01 n h 15" Reinforced Concrete Pipe, Type b, 20` - 1.5` Fill e 0601-0313 Linear Foot 277.000 01** n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill o 0601-0763 Linear Foot 277.000 01** n h 18" Ductile Iron Pipe o 0601-7313 Linear Foot 277.000 01** n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill e 0601-0313 Linear Foot 66.000 01 n h 18" Thermoplastic Pipe, Group i, 15`-1.5` Fill a 0616-1252 Each 1.000 01 n h Thermoplastic End Section For 18" Pipe o 0601-0763 Linear Foot 66.000 01 n h 18" Ductile Iron Pipe a 0616-0009 Each 1.000 01 n h Steel End Section, Metallic Coated, 16 Gage For 18" Pipe o 0601-7313 Linear Foot 66.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill a 0616-1202 Each 1.000 01 n h Concrete End Sections For 18" Pipe 0601-5430 Cubic Yard 4.000 01** n h, k1 Class a Cement Concrete For Miscellaneous Drainage 0601-5901 Linear Foot 859.000 01** n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0605-2600 Each 38.000 01** n k Type d Endwall 0605-2610 Each 19.000 01** n k Type d-e Endwall 0605-2620 Each 5.000 01** n k Type d-w Endwall 0605-2700 Each 54.000 01** n k Inlet Grate 4605-2700 Each 1.000 04 n Yes k Std Inlet Grate Type h 4605-2710 Set 1.000 04 n Yes k Proj Type c Concrete Top Unit And Grate 8" Depth 4605-2740 Set 1.000 01 n Yes k Proj Type s Concrete Top Unit And Grate 8" Depth 0605-2780 Set 1.000 04 n k Type m Frame And Grate 4605-2850 Each 54.000 01** n Yes k Proj Standard Inlet Box, Height < /= 10` Includes Metal Frame 0606-0050 Set 2.000 01** n c1, k Grade Adjustment Of Existing Inlets 0607-0013 Vertical Foot 2.000 04 n k Rebuilt Inlet Box 0608-0001 Lump Sum 1.000 01** n x Mobilization 0609-0008 Lump Sum 1.000 06 n x Inspector`s Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 06 n x Std Equipment Package 0610-0001 Linear Foot 90.000 03 n h2 4" Pipe Underdrain, Type i Backfill 0616-1201 Each 3.000 01 n h Concrete End Sections For 15" Pipe 0616-1252 Each 2.000 01 n h Thermoplastic End Section For 18" Pipe 0619-0459 Each 20.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 11.000 02** n j Terminal Section, Single 0620-0503 Linear Foot 9,506.000 01** n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0872 Each 4.000 02** n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 10.000 03 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 6,375.000 01** n j Type 31-s Guide Rail 0620-1602 Linear Foot 2,088.000 03 n j Type 31-s Guide Rail With 8` Extra Length Posts 0620-1625 Linear Foot 825.000 01** n j Type 31-Sc Guide Rail 0620-1627 Linear Foot 325.000 03 n j Type 31-Sc Guide Rail With 8` Extra Length Posts 0620-1635 Linear Foot 300.000 01** n j Type 31-Scc Guide Rail 0620-1638 Linear Foot 75.000 03 n j Type 31-Scc Guide Rail With 8` Extra Length Posts 0620-1650 Each 1.000 03 n j Type 31-Strong Post End Treatment 0620-1670 Each 11.000 02** n j Type 31-Strong Post In-Line Anchor 4660-0022 Linear Foot 9,979.000 04 n Yes f3 Std Milled Centerline Rumble Strips Type 2 Modified 0660-0024 Linear Foot 12,216.000 04 n f3 Milled Edgeline Rumble Strips 0677-0004 Ton 495.000 01** n c1, e Selected Material Surfacing 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 0802-0001 Cubic Yard 54.000 01** n c1, m Topsoil Furnished And Placed 0804-0003 Pound 54.000 01** n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0901-0001 Lump Sum 1.000 01** n q Maintenance And Protection Of Traffic During Construction 0901-0320 Linear Foot 37,000.000 04 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0931-0001 Square Foot 1,758.000 01** n r Post Mounted Signs, Type b 0931-0003 Square Foot 98.000 01** n r Post Mounted Signs, Type b, Steel Square Post 0933-0001 Square Foot 67.000 04 n r Post Mounted Signs, Type d 0935-0001 Square Foot 343.000 01** n r Post Mounted Signs, Type f 0936-0001 Square Foot 45.000 01** n r Structure Mounted Extruded Aluminum Channel Signs 0937-0106 Each 158.000 01** n j, r Guide Rail Mounted Delineator Type b, (w/b) 4937-0113 Each 158.000 01** n Yes j, r Std Guide Rail Mounted Delineator Type d, (w/b) Mid Span Splice 0937-0330 Each 18.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0333 Each 85.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0937-0334 Each 52.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Yellow Sheeting 0937-0337 Each 65.000 01** n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Red/White Sheeting 0956-0101 Linear Foot 2,850.000 04 n p8 Loop Sensor 0960-2001 Each 2.000 04 n o2 Blue Hot Thermoplastic Legend, "Handicap Symbol", 3` - 3" x 2’-11" 0962-1000 Linear Foot 21,930.000 04 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 400,672.000 01** n o 4" Yellow Waterborne Pavement Markings 0965-0001 Linear Foot 210.000 04 n o2 4" White Preformed Thermoplastic Pavement Markings 0965-0005 Linear Foot 120.000 04 n o2 6" White Preformed Thermoplastic Pavement Markings 0965-0011 Linear Foot 130.000 04 n o2 12" White Preformed Thermoplastic Pavement Markings 0965-0021 Linear Foot 180.000 04 n o2 24" White Preformed Thermoplastic Pavement Markings 0965-0220 Each 5.000 04 n o2 White Preformed Thermoplastic Legend, "Straight Arrow", 12` - 0" x 1` - 8" 0965-0222 Each 5.000 04 n o2 White Preformed Thermoplastic Legend, "Right Arrow", 12` - 0" x 3` - 0" 0965-0224 Each 10.000 04 n o2 White Preformed Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0965-0226 Each 4.000 04 n o2 White Preformed Thermoplastic Legend, "Thru And Right Arrow", 20` - 0" x 3` - 7" 9000-0002 Each 31.000 04 n p8 Proj Backplates 9000-0005 Each 10.000 01 n x Std Utility Test Hole 9000-6174 Dollar 14,500.000 $1.00 $14,500.00 04 y f Std Superpave Pwt Incentive

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.
Division 34 - Transportation, Roadway Construction, Vehicle Barriers, Vehicle Guide Rails.

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Project Documents
 Engineered Spec Sheet
 Architectural Plans
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