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Last Updated 02/19/2022 06:56 AM
Project Title

Resurfacing/Overlays

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

The Description and Location of the Project Is as Follows: for the Improvement of Certain Sections of State Highways in Mckean and Potter Counties, Various Townships and Boroughs, Commonwealth of Pennsylvania, Group 2-22-st5. For the Improvement to 13 State Routes Having a Combined Construction Length of Approximately 336,608 Linear Feet (63.7 Miles), Involving Various Combinations of Milling, Scratch and Resurfacing, Using Various Superpave Asphalt Mixture Designs for Binder and Wearing Courses, Various Pavement Markings and Legends, and Miscellaneous Construction as Indicated on the Approved Drawings. 0203-0001 Cubic Yard 1,582.000 01 N C Class 1 Excavation 4203-0001 Cubic Yard 10,308.000 02 N Yes C Proj Class 1 Excavation (Milled) 0203-0004 Cubic Yard 196.000 01 N C1 Class 1b Excavation 0203-0006 Linear Foot 64.000 01 N G4 Saw Cutting 0212-0016 Square Yard 205.000 01 N C3, H, M2 Geotextile, Class 4, Type C 0313-0137 Ton 1,798.000 01 N E Superpave Asphalt Mixture Design, Base Course, Pg 58s-28, 0.3 to < 3 Million Esals, 25.0 Mm Mix 0350-0121 Ton 123.000 01 N C, E Subbase (No. 2a) 0405-0001 Dollar 6,000.000 $1.00 $6,000.00 01 Y X Proj Asphalt Pavement Longitudinal Joint Density Incentive/disincentive 0413-0049 Ton 77.000 01 N F Superpave Asphalt Mixture Design, Wearing Course, Pg 58s-28, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-0101 Ton 479.000 01 N F Superpave Asphalt Mixture Design, Wearing Course, Pg 58s-28, 0.3 to < 3 Million Esals, 9.5 Mm Mix, Srl-m 0413-1004 Ton 1,431.000 01 N F Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 58s-28, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6003 Ton 378.000 01 N F Superpave Asphalt Mixture Design, Binder Course, Pg 58s-28, < 0.3 Million Esals, 25.0 Mm Mix 0413-6007 Ton 9,869.000 02** N F Superpave Asphalt Mixture Design, Binder Course, Pg 58s-28, < 0.3 Million Esals, 19.0 Mm Mix 0413-6017 Ton 20,323.000 02 N F Superpave Asphalt Mixture Design, Binder Course, Pg 58s-28, 0.3 to < 3 Million Esals, 19.0 Mm Mix 0413-7003 Ton 777.000 01 N F Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 58s-28, 0.3 to < 3 Million Esals, 19.0 Mm Mix 4413-7003 Ton 21,345.000 01 N Yes F Proj Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 58s-28, 0.3 to < 3 Million Esals, 19.0 Mm Mix - Modified High Rap 0413-9999 Dollar 10,974.000 $1.00 $10,974.00 01 Y X Percent Within Limits (Pwl) Lot Incentive/disincentive 0460-0001 Square Yard 371,789.000 01** N F4 Asphalt Tack Coat 0461-0001 Square Yard 43,593.000 01 N F4 Asphalt Prime Coat 0491-0014 Square Yard 2,243.000 01 N F3 Milling of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained by Contractor 0491-0019 Square Yard 11,819.000 01 N F3 Milling of Asphalt Pavement Surface, Variable Depth, Milled Material Retained by Contractor 0601-5430 Cubic Yard 3.000 01 N H, K1 Class a Cement Concrete for Miscellaneous Drainage 4601-7308 Linear Foot 12.000 01 N Yes H Proj 15" Reinforced Concrete Pipe, Type B, 20' - 1.5' Fill Includes Excavation & Backfill 0605-2711 Set 3.000 01 N K Type C Concrete Top Unit and Bicycle Safe Grate 0605-2740 Set 1.000 01 N K Type S Concrete Top Unit and Grate 4605-2850 Each 3.000 01 N Yes K Proj Standard Inlet Box, Height < /= 10' Includes Excavation Backfill & Seed and Mulch 0607-0013 Vertical Foot 1.000 01 N K Rebuilt Inlet Box 0608-0001 Lump Sum 1.000 01** N X Mobilization 0609-0007 Lump Sum 1.000 01** N X Inspector's Field Office and Inspection Facilities, Type B 0609-0009 Lump Sum 1.000 01** N X Std Equipment Package 0619-0459 Each 17.000 01 N J1, J3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 39.000 01 N J Terminal Section, Single 4620-0500 Linear Foot 8,484.000 01 N Yes J Proj Reset Guide Rail (Mash 31-s Standards) Using New Panels 0620-0503 Linear Foot 7,913.000 01 N C1, J Remove Existing Guide Rail (Contractor's Property) 0620-0551 Each 120.000 01 N J W6 X 9 Steel I-beam Guide Rail Posts 0620-0872 Each 5.000 01 N J Buried-in-backslope Terminal, Single Panel 0620-0873 Each 1.000 01 N J Buried-in-backslope Terminal, Double Panel 0620-0900 Each 32.000 01 N C1, J Remove Concrete Anchorage 0620-1600 Linear Foot 5,943.000 01 N J Type 31-s Guide Rail 0620-1650 Each 17.000 01 N J Type 31-strong Post End Treatment 0620-1670 Each 39.000 01 N J Type 31-strong Post in-line Anchor 0630-0010 Linear Foot 12.000 01 N K Plain Cement Concrete Curb, Including Removal of Existing Curb 0677-0004 Ton 231.000 01 N C1, E Selected Material Surfacing 4677-0004 Ton 6,069.000 01 N Yes C1, E Std Selected Material Surfacing Use Subbase 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 0901-0001 Lump Sum 1.000 01** N Q Std Maintenance and Protection of Traffic During Construction 0901-0240 Square Foot 100.000 01** N Q, R Additional Traffic Control Signs 0901-0320 Linear Foot 123,034.000 01 N O 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 73,698.000 01 N O 4" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 2.000 01 N Q 3-line Changeable Message Sign Without Telecommunications 0937-0104 Each 73.000 01 N J, R Guide Rail Mounted Delineator Type B, (Y/b) 0937-0106 Each 212.000 01 N J, R Guide Rail Mounted Delineator Type B, (W/b) 0937-0339 Each 73.000 01 N R Flexible Delineator Post, Ground-mount Type Gm-2, Red Post With White/blank Sheeting 0962-1000 Linear Foot 27,000.000 01 N O 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 33,400.000 01 N O 4" Yellow Waterborne Pavement Markings 9000-0008 Each 2.000 01 N R Std Mailbox Relocation 9000-0048 Ton 3,658.000 01 N F Std Superpave Asphalt Mixture Design, Wearing Course, Pg 58s-28, < 0.3 Million Esals, 9.5 Mm Mix, Srl-m - Modified High Rap Requirements 9000-0060 Square Yard 2,478.000 01 N F3 Std Milling of Asphalt Paving Notch or Joint 9000-0070 Square Yard 44,850.000 01** N F3 Proj

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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