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Last Updated 02/18/2022 08:47 AM
Project Title

Resurfacing/Overlays

Physical Address View project details and contacts
City, State (County) PA   (Clarion 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

This Is a Highway Improvement Project Along Sr 66 That Includes Milling of the Existing Bituminous Wearing Course, Bituminous Patching and Paving and Other Miscellaneous Construction, as Indicated on the Approved Drawings Included in the Bid Package for State Route 0066, Section 311, in Clarion County Knox and Farmington Townships From Approximately 2.9 Miles North of the Town of Arthurs at Segment 0520 Offset 2519 to Approximately 2.2 Miles South of the Town of Crown at Segment 0660 Offset 0050 0203-0001 Cubic Yard 300.000 01 N C Class 1 Excavation 0203-0003 Cubic Yard 27.000 01 N C1 Class 1a Excavation 0203-0004 Cubic Yard 6.000 01 N C1 Class 1b Excavation 4203-0004 Cubic Yard 141.000 01 N Yes C1 Proj Class 1b Excavation Modified 0205-0100 Cubic Yard 42.000 01 N C1 Foreign Borrow Excavation 0205-0363 Ton 155.000 01 N C1 Selected Borrow Excavation Rock, Class R-3 0213-0002 Dollar 500.000 $1.00 $500.00 01 Y Z Temporary Project Air Pollution Control 0313-0437 Ton 12.000 01 N E Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 to < 3 Million Esals, 25.0 Mm Mix 4313-0437 Ton 305.000 01 N Yes E Proj Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 to < 3 Million Esals, 25.0 Mm Mix Modified 0350-0121 Ton 20.000 01 N C, E Subbase (No. 2a) 4350-0121 Ton 40.000 01 N Yes C, E Proj Subbase (No. 2a) Modified 0405-0001 Dollar 12,000.000 $1.00 $12,000.00 01 Y X Asphalt Pavement Longitudinal Joint Density Incentive/disincentive 4413-0255 Ton 310.000 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 Modified 0413-2074 Ton 6,551.000 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 0413-3235 Square Yard 101,266.000 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 0413-9999 Dollar 34,582.000 $1.00 $34,582.00 01 Y X Percent Within Limits (Pwl) Lot Incentive/disincentive 0460-0004 Gallon 16,395.000 01 N F4 Asphalt Tack Coat (Ntt/cntt) 4461-0001 Square Yard 4,110.000 01 N Yes F4 Proj Asphalt Prime Coat Modified 4466-0001 Square Yard 27,126.000 01 N Yes F4 Proj Asphalt Paving Fabric Modified 0467-0001 Square Yard 240.000 01 N F2 Heavy Duty Membranes 0491-0019 Square Yard 4,602.000 01 N F3 Milling of Asphalt Pavement Surface, Variable Depth, Milled Material Retained by Contractor 4491-0019 Square Yard 96,665.000 01 N Yes F3 Proj Milling of Asphalt Pavement Surface, Variable Depth, Milled Material Retained by Contractor Modified 4501-0024 Square Yard 21.000 01 N Yes G Proj Plain Cement Concrete Pavement, 6" Depth (Includes Excavation) 0601-5431 Cubic Yard 1.000 01 N H, K1 Class C Cement Concrete for Miscellaneous Drainage E 0601-7511 Linear Foot 33.000 01 N H 18" Reinforced Concrete Pipe, Type a, 15' - 3' Fill, Shore/trench Box, 100 Year Design Life O 0601-0560 Linear Foot 33.000 N H 18" Thermoplastic Pipe, Group Vii, 12'-2' Fill, Shore/trench Box, 100 Year Design Life 0605-1300 Each 26.000 01 N C1, H1 Cleaning Drainage Structures 0606-0050 Set 52.000 01 N C1, K Grade Adjustment of Existing Inlets 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 360.000 01 N H2 6" Pavement Base Drain 0610-7102 Linear Foot 856.000 01 N H2 6" Pavement Base Drain, Including Shoulder Restoration 0615-0022 Linear Foot 60.000 01 N H2 6" Subsurface Drain Outlets 0615-0040 Each 4.000 01 N H2 Subsurface Drain Outlet Endwall 0615-0066 Each 4.000 01 N C1, H2, R 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 14.000 01 N J1, J3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 21.000 01 N J Terminal Section, Single 0620-0503 Linear Foot 6,575.000 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 6.000 01 N C1, J Remove Concrete Anchorage 0620-1600 Linear Foot 6,050.000 01 N J Type 31-s Guide Rail 0620-1645 Linear Foot 75.000 01 N J Curved W-beam Guide Rail at Intersections 0620-1650 Each 2.000 01 N J Type 31-strong Post End Treatment 0620-1670 Each 21.000 01 N J Type 31-strong Post in-line Anchor 0636-0001 Linear Foot 13,348.000 01 N F1, K Asphalt Concrete Curb 4660-0002 Linear Foot 14,141.000 01 N Yes F3 Proj Milled Asphalt Pavement Centerline Rumble Strips Type 2 Modified 0677-0001 Cubic Yard 40.000 01 N C1, E Selected Material Surfacing 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 20.000 01 N Q Additional Warning Lights, Type B 0901-0232 Day 20.000 01 N Q Additional Warning Lights, Type C 0901-0240 Square Foot 200.000 01 N Q, R Additional Traffic Control Signs 0901-0320 Linear Foot 48,000.000 01 N O 4" Standard Pavement Markings, Paint & Beads, Yellow 0937-0105 Each 44.000 01 N J, R Guide Rail Mounted Delineator Type B, (Y/y) 0937-0107 Each 69.000 01 N J, R Guide Rail Mounted Delineator Type B, (W/w) 0937-0320 Each 20.000 01 N R Flexible Delineator Post, Ground-mount Type Gm-1, White Post With White Sheeting 0937-0323 Each 88.000 01 N R Flexible Delineator Post, Ground-mount Type Gm-1, Red Post With White Sheeting 0937-0332 Each 7.000 01 N R Flexible Delineator Post, Ground-mount Type Gm-2, White Post With White/white Sheeting 0937-0333 Each 30.000 01 N R Flexible Delineator Post, Ground-mount Type Gm-2, Yellow Post With Yellow/blank Sheeting 0954-0011 Linear Foot 20.000 01 N P8 1 Inch Conduit 0954-0153 Linear Foot 20.000 01 N C1, P8 Trench and Backfill, Type Iii 0956-0101 Linear Foot 125.000 01 N P8 Loop Sensor 0962-1000 Linear Foot 122,000.000 01 N O 4" White Waterborne Pavement Markings 0962-1004 Linear Foot 52.000 01 N O 24" White Waterborne Pavement Markings 0962-1005 Linear Foot 96,000.000 01 N O 4" Yellow Waterborne Pavement Markings 4962-1005 Linear Foot 48,000.000 01 N Yes O Proj 4" Yellow Waterborne Pavement Markings Modified 0964-0100 Each 2.000 01 N O3 White Epoxy Legend, "Slow", 8' - 0" 9000-0311 Linear Foot 22.000 01 N F Proj Warm Mix Asphalt (Wma) Pavement Drain 9203-0003 Linear Foot 13,348.000 01 N F3 Proj Remove Existing Wedge Curb and Existing Debris 9204-0001 Each 3.000 01 N C1 Proj Test Pits for Underground Utilities

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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