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Last Updated | 04/19/2022 11:25 AM |
Project Title | SR 4040 Old Route 22 - Tulpehocken |
Physical Address | View project details and contacts |
City, State (County) | PA (Berks 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 | State Agency |
Owner | View project details and contacts |
Architect | View project details and contacts |
Description | Resurfacing of SR 4040 and SR 4018 with, asphalt overlay, blacktop-based shoulders, flexible base replacement, drainage improvements (replacement of inlet at segment/offset 220/2100), ADA ramps, replacement of bituminous curb, line painting along with other miscellaneous construction items. The project is located on SR 4040 in Upper Tulpehocken, Tilden and Upper Bern Townships, Berks County from segment 0200/0330 to segment 0300/3122 and on SR 4018 in Upper Tulpehocken Township, Berks County from segment 0094/0000 to segment 0100/2751 for a construction distance of approximately 5.61 miles (29,645 FT). Alt Item Unit Of Measure Quantity Unit Price Item Total Fc Pdp Mod Desc Cis Wcc Spec Prov Action 316-0437 Ton 4,036.000 01** n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 413-0245 Square Yard 103,439.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 413-0250 Square Yard 356.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 2" Depth, Srl-h 413-1024 Ton 3,097.000 01** n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 413-2074 Ton 19.000 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 413-9999 Dollar 44,133.000 $1.00 $44,133.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 460-0001 Square Yard 206,878.000 01** n f4 Asphalt Tack Coat 460-0003 Square Yard 356.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 491-0011 Square Yard 1,808.000 01 n f3 Milling Of Asphalt Pavement Surface, 1" Depth, Milled Material Retained By Contractor 491-0013 Square Yard 3,288.000 01** n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Contractor 491-0019 Square Yard 907.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 491-0031 Square Yard 7,232.000 01 n f3 Milling Of Asphalt Pavement Surface, 1" Depth, Milled Material Retained By Department (Delivered To Stockpile) 491-0033 Square Yard 13,152.000 01** n f3 Milling Of Asphalt Pavement Surface, 2" Depth, Milled Material Retained By Department (Delivered To Stockpile) 491-0039 Square Yard 3,698.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Department (Delivered To Stockpile) 605-2771 Set 1.000 01 n k Type c Frame And Bicycle Safe Grate 4605-2850 Each 1.000 01 n Yes k Proj Standard Inlet Box, Height < /= 10' Including Connecting Pipe And Concrete Collars 608-0001 Lump Sum 1.000 03 n x Mobilization 609-0003 Lump Sum 1.000 04 n x Inspector's Field Office And Inspection Facilities, Type b 609-0009 Lump Sum 1.000 04 n x Std Equipment Package 619-0459 Each 23.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 620-0014 Each 11.000 01 n j Thrie-Beam To Pa Bridge Barrier Transition 620-0503 Linear Foot 4,050.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 620-1600 Linear Foot 2,838.000 01 n j Type 31-s Guide Rail 620-1670 Each 4.000 01 n j Type 31-Strong Post In-Line Anchor 630-0010 Linear Foot 367.000 01** n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 636-0001 Linear Foot 400.000 01 n f1, k Asphalt Concrete Curb 651-0104 Square Yard 694.000 01 n e, f Paved Shoulders, Type 1- Sp 656-0005 Square Yard 45.000 01 n e, f Paved Shoulders, Type 6- Sp 660-0001 Linear Foot 8,149.000 01 n f3 Milled Asphalt Pavement Centerline Rumble Strips Type 1 676-0001 Square Yard 213.000 01** n k Cement Concrete Sidewalk 680-0120 Square Yard 356.000 06** n k2, s1 Membrane Waterproofing System Installed On Bridge Deck 686-0040 Lump Sum 1.000 01 n x Construction Surveying, Type c 689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation e 0695-0004 Square Foot 206.000 01** n k Detectable Warning Surface, Polymer Composite o 0695-0003 Square Foot 206.000 01** n k Detectable Warning Surface, Polymer Concrete o 0695-0002 Square Foot 206.000 01** n k Detectable Warning Surface, Cast Iron 845-0001 Dollar 2,500.000 $1.00 $2,500.00 01 y m2 Unforeseen Water Pollution Control 901-0001 Lump Sum 1.000 02 n q Proj Maintenance And Protection Of Traffic During Construction 962-1000 Linear Foot 122,004.000 01** n o 4" White Waterborne Pavement Markings 962-1005 Linear Foot 122,004.000 01** n o 4" Yellow Waterborne Pavement Markings 1040-0002 Square Foot 320.000 06** n s9 Concrete Bridge Deck Repair, Type 2 9000-0001 Each 17.000 05 n x Std Design Of Concrete Curb Ramps (By Quadrant) 9000-0002 Dollar 50,000.000 $1.00 $50,000.00 06** y s2, s9 Proj Unforeseen Bridge Repairs |
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