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Last Updated 02/19/2022 07:02 AM
Project Title

Coolspring North PM

Physical Address View project details and contacts
City, State (County) PA   (Jefferson 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 $2,500,000 to $4,999,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

This Is a Highway Maintenance Project On Sr 0036 That Includes Milling Of The Existing Bituminous Surface And Adding Leveling, Binder And Wearing Courses And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 0036, Section 506, In Jefferson County, Oliver, Beaver And Rose Townships And Brookville Borough From Approximately 2.17 Miles North Of Intersection Of Sr 0036 And Sr 3031 At Segment 0530 Offset 2081 To The Intersection Of Sr 0036 And Sr 0322 At Segment 0700 Offset 1398. 0203-0001 Cubic Yard 36.000 01 n c Class 1 Excavation 4203-0001 Cubic Yard 2,484.000 01 n Yes c Proj Class 1 Excavation For Full Depth Longitudinal 0203-0003 Cubic Yard 24.000 01 n c1 Class 1a Excavation 4203-0004 Cubic Yard 798.000 01 n Yes c1 Proj Class 1b Excavation For Transverse Patching 0203-0006 Linear Foot 8,463.000 01 n g4 Saw Cutting 0204-0010 Linear Foot 1,000.000 01 n c1, h Cleaning Existing Ditches Excavation 0205-0100 Cubic Yard 30.000 01 n c1 Foreign Borrow Excavation 0205-0364 Ton 10.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0213-0002 Dollar 500.000 $1.00 $500.00 01 y z Temporary Project Air Pollution Control 4313-0437 Ton 1,740.000 01 n Yes e Proj Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix For Transverse Patching 0350-0106 Square Yard 7,452.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0121 Ton 35.000 01 n c, e Subbase (No. 2a) 0413-0255 Ton 13,350.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 4413-0255 Ton 170.000 01 n Yes f Proj Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h For Driveways And Side Roads 0413-2074 Ton 6,662.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-9999 Dollar 68,075.000 $1.00 $68,075.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0004 Gallon 12,862.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 23,793.000 01 n f4 Asphalt Prime Coat 0466-0001 Square Yard 109,234.000 01 n f4 Asphalt Paving Fabric 0467-0001 Square Yard 11,715.000 01 n f2 Heavy Duty Membranes 0490-0001 Square Yard 345.000 01 n c1, f3 Removal Of Existing Asphalt Surface Course 0491-0012 Square Yard 95.000 01 n f3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 4491-0014 Square Yard 6,118.000 01 n Yes f3 Proj Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor Modified 4491-0019 Square Yard 116,171.000 01 n Yes f3 Proj Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor Modified 0601-5431 Cubic Yard 4.000 01 n h, k1 Class c Cement Concrete For Miscellaneous Drainage 4601-5901 Linear Foot 786.000 01 n Yes h1 Proj Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" Modified 0601-7014 Linear Foot 36.000 01 n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life 0601-7313 Linear Foot 8.000 01 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill 0604-0313 Linear Foot 8.000 01 n h 18" Perforated Thermoplastic Pipe, Group Ip, 15`-1.5` Fill 0605-2711 Set 1.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2731 Set 3.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 3.000 01 n k Standard Inlet Box, Height < /= 10` 0606-0050 Set 47.000 01 n c1, k Grade Adjustment Of Existing Inlets 4607-0013 Vertical Foot 2.000 01 n Yes k Proj Rebuilt Inlet Box Includes Top Unit And Grate 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 02 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0610-7002 Linear Foot 8,383.000 01 n h2 6" Pavement Base Drain 0615-0050 Each 3.000 01 n h2 Subsurface Drain Outlet Endwall (Sloped) 0619-0459 Each 7.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 1.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0011 Each 1.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 0620-0400 Each 19.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 6,425.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0872 Each 3.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 3.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 6,450.000 01 n j Type 31-s Guide Rail 0620-1645 Linear Foot 288.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 20.000 01 n j Type 31-Strong Post In-Line Anchor 0641-0005 Square Yard 2.000 01 n k Plain Cement Concrete Curb Gutter 0660-0002 Linear Foot 22,100.000 01 n f3 Milled Asphalt Pavement Centerline Rumble Strips Type 2 0660-0003 Linear Foot 50,800.000 01 n f3 Milled Asphalt Pavement Shoulder Rumble Strips 0677-0002 Ton 81.000 01 n c1, e Selected Material Surfacing 4686-0040 Lump Sum 1.000 01 n Yes x Proj Construction Surveying, Type c Modified 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0845-0001 Dollar 500.000 $1.00 $500.00 01 y m2 Unforeseen Water Pollution Control 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 50.000 01 n q Additional Warning Lights, Type b 0901-0232 Day 50.000 01 n q Additional Warning Lights, Type c 0901-0240 Square Foot 300.000 01 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 137,000.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 151,000.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 2,000.000 01 n o 6" Standard Pavement Markings, Paint & Beads, White 0937-0105 Each 36.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 100.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0320 Each 40.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, White Post With White Sheeting 0937-0323 Each 100.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 0937-0332 Each 230.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/White Sheeting 0937-0333 Each 12.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0962-1000 Linear Foot 151,000.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 2,000.000 01 n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 137,000.000 01 n o 4" Yellow Waterborne Pavement Markings 0964-0021 Linear Foot 56.000 01 n o 24" White Epoxy Pavement Markings 0964-0100 Each 2.000 01 n o3 White Epoxy Legend, "Slow", 8` - 0" 0966-0011 Each 500.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0966-0015 Each 60.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/r) 0966-0300 Each 90.000 01 n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 9000-0001 Linear Foot 400.000 01 n k Proj Cut Curb To 4` Height 9000-0004 Cubic Yard 1,896.000 01 n c1 Proj Class 1b Excavation For Longitudinal Shoulder Surface Patching 9000-0309 Linear Foot 3,150.000 01 n h2 Proj Asphalt Pavement Drain 9000-0411 Linear Foot 3,520.000 01 n h2 Proj Asphalt Patch Drain 9000-0437 Ton 4,094.000 01 n f1 Proj Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix For Longitudinal Shoulder Surface Patching 9203-0001 Linear Foot 26,212.000 01 n f3 Proj Remove Existing Wedge Curb And Existing Debris 9203-0004 Cubic Yard 1,023.000 01 n c1 Proj Class 1b Excavation For Longitudinal Patching 9203-0005 Cubic Yard 19.000 01 n c1 Proj Class 1b Excavation For Inlet Aprons, Includes Base Course 9204-0001 Each 2.000 01 n c1 Proj Test Pits For Underground Utilities 9313-0437 Ton 4,803.000 01 n f1 Proj Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix For Longitudinal Patching

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