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Last Updated 04/19/2022 05:15 PM
Project Title

Mercer Group M21

Physical Address View project details and contacts
City, State (County) PA   (Mercer 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 State Agency
Owner View project details and contacts
Architect View project details and contacts
Description

For Milling And Overlay With Standard And Recycled Asphalt Shingle Mixtures, And Also Including, Base Repair, Guiderail, Drainage And Pavement Markings, As Indicated On The Approved Drawings Included In The Bid Package For State Route 1004 Section m21, In Mercer County Fairview Township From Approximately The Intersection With Sr 2015 (Airport Rd) At Segment 0010 Offset 0000 East To Approximately The Intersection With Sr 2021 (Hendersonville Rd) At Segment 0130 Offset 2909. 0203-0004 Cubic Yard 10.000 01 n c1 Class 1b Excavation 0203-0006 Linear Foot 40.000 01 n g4 Saw Cutting 0205-0390 Ton 70.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 2a 0316-0337 Ton 400.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0413-0205 Ton 537.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-1019 Ton 589.000 01 n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l e 0413-7007 Ton 8,700.000 01 n f Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix o 4413-0010 Ton 8,700.000 01 n Req f Std Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix - Modified High Rap Requirements 0413-9999 Dollar 22,000.000 $1.00 $22,000.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0003 Square Yard 102,600.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 15,133.000 01 n f4 Asphalt Prime Coat 4491-0019 Square Yard 22,722.000 01 n Yes f3 Proj Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor Shoulder Backup 4501-0124 Square Yard 218.000 01 n Req g Proj h.e.s. Plain Cement Concrete Pavement, 6" Depth 0515-0001 Linear Foot 278.000 01 n g1, g4 Sawing And Sealing Of Asphalt Overlays 0601-5431 Cubic Yard 5.000 01 n h, k1 Class c Cement Concrete For Miscellaneous Drainage 0605-2770 Set 4.000 01 n k Type c Frame And Grate 4605-2850 Each 1.000 01 n Yes k Proj Standard Inlet Box, Height < /= 10' Includes Pipe Stubs 4605-2854 Each 2.000 01 n Yes k Proj Type 4 Inlet Box, Height < /= 10' Cast-In-Place (Includes Pipe Stubs) 4605-4010 Each 3.000 01 n Req c1, h Std Remove Existing Inlet 0606-0150 Set 2.000 01 n c1, k Grade Adjustment Of Existing Manholes 0606-0161 Set 1.000 01 n c1, k Grade Adjustment Of Existing Gas Valves 0607-0013 Vertical Foot 1.000 01 n k Rebuilt Inlet Box 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0004 Lump Sum 1.000 02 n x Inspector's Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 02 n x Std Equipment Package 0619-0459 Each 15.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 6.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 4,316.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0872 Each 1.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0900 Each 13.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 3,010.000 01 n j Type 31-s Guide Rail 0620-1602 Linear Foot 175.000 01 n j Type 31-s Guide Rail With 8' Extra Length Posts 0620-1645 Linear Foot 75.000 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 0620-2010 Each 4.000 01 n j Thrie-Beam Guide Rail To Concrete Bridge Barrier Transition Without Curb 0620-2012 Each 4.000 01 n j Thrie-Beam Guide Rail To Concrete Bridge Barrier Transition With Curb And Inlet Near Bridge Barrier 0630-0010 Linear Foot 120.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 4676-0001 Square Yard 85.000 01 n Yes k Std Cement Concrete Sidewalk For Ada Curb Ramps 4677-0002 Ton 90.000 01 n Yes c1, e Std Selected Material Surfacing Replace In Kind 0689-0001 Lump Sum 1.000 01 n x Narrative Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 4695-0004 Square Foot 80.000 01 n Yes k Std Detectable Warning Surface, Polymer Composite Color Specific 0901-0001 Lump Sum 1.000 01 n q Std Maintenance And Protection Of Traffic During Construction 0937-0107 Each 60.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0334 Each 30.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Yellow Sheeting 0965-0005 Linear Foot 328.000 01 n o2 6" White Preformed Thermoplastic Pavement Markings 0965-0021 Linear Foot 99.000 01 n o2 24" White Preformed Thermoplastic Pavement Markings 9000-0001 Square Yard 10,262.000 01 n f Proj Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 9000-0002 Square Yard 3,756.000 01 n f Proj Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l, With Recycled Asphalt Shingles 9000-0003 Ton 24.000 01 n e, f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, <0.3 Million Esals, 25.0 Mm Mix, For Ada Ramps e 9000-0004 Ton 45.000 01 n f Proj Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix, Drive Adjustment o 9000-0005 Ton 45.000 01 n f Proj Superpave Asphalt Mixture Design, Binder Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 19.0 Mm Mix - Modified High Rap Requirements, Drive Adjustment 9000-0006 Dollar 1,500.000 $1.00 $1,500.00 01 y x Std Hamburg Wheel Track And Cracking Tolerance Index Testing 9000-0007 Each 1.000 01 n k Proj Concrete Top Slab For Existing Inlet 9000-0008 Dollar 1,500.000 $1.00 $1,500.00 01 y x Proj Performance Testing For Control Section 9000-5002 Each 8.000 01 n x Std Curb Ramp Analysis With Limited Submissions 9000-5100 Lump Sum 1.000 01 n x Std Electronic Ticketing System

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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