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Last Updated | 01/28/2022 04:07 AM |
Project Title | Baltimore Pike |
Physical Address | View project details and contacts |
City, State (County) | Franklintown, PA (York 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 Project Consists Of Superpave Overlay, Base Replacement, Milling, Drainage Improvements, Pavement Markings, And Other Miscellaneous Construction, All As Indicated On The Approved Drawings Included In The Bid Package For State Route 0194, Section 027, In York County, Washington & Franklin Townships, And Franklintown Borough From Segment 0200 Offset 1952 To Segment 0320 Offset 0125, For An Overall Project Length Of 23,419 Linear Feet (4.48 Miles). 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 56.000 01 n c Class 1 Excavation 0204-0001 Cubic Yard 12.000 01 n c1, h Class 2 Excavation 0205-0364 Ton 133.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0206-0010 Ton 1,482.000 01 n c1 Select Granular Material (2rc) 0212-0001 Linear Foot 325.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 112.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0404-0012 Dollar 5,360.000 $1.00 $5,360.00 01 y x Asphalt Pavement Ride Quality Incentive, Schedule b 0405-0001 Dollar 9,368.000 $1.00 $9,368.00 01 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 0413-0258 Ton 360.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-1024 Ton 4,941.000 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 0413-3222 Square Yard 83,145.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64s-22, 0.3 To < 3 Million Esals, 12.5 Mm Mix, 2" Depth, Srl-m 0413-9999 Dollar 33,258.000 $1.00 $33,258.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0001 Square Yard 164,642.000 01 n f4 Asphalt Tack Coat 0461-0002 Gallon 4,133.000 01 n f4 Asphalt Prime Coat 0491-0014 Square Yard 104.000 01 n f3 Milling Of Asphalt Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 1,034.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0601-5901 Linear Foot 500.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-7008 Linear Foot 40.000 01 n h 15" Reinforced Concrete Pipe, Type a, 20' - 1.5' Fill 0605-1300 Each 10.000 01 n c1, h1 Cleaning Drainage Structures 0605-2701 Each 14.000 01 n k Bicycle Safe Inlet Grate 0605-2731 Set 1.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 1.000 01 n k Standard Inlet Box, Height < /= 10' 0606-0050 Set 15.000 01 n c1, k Grade Adjustment Of Existing Inlets 0608-0001 Lump Sum 1.000 06 n x Mobilization 0609-0007 Lump Sum 1.000 08 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 08 n x Std Equipment Package 0610-1102 Linear Foot 325.000 01 n h2 8" Pipe Underdrain, Type Ii Backfill, Including Shoulder Restoration 0619-0470 Each 21.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals, Tangent) 0620-0015 Each 4.000 01 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 0620-0503 Linear Foot 3,438.000 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 17.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 1,575.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 300.000 01 n j Type 31-Sc Guide Rail 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 0677-0002 Ton 60.000 01 n c1, e Selected Material Surfacing 0686-0040 Lump Sum 1.000 01 n x Construction Surveying, Type c 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0002 Dollar 6,000.000 $1.00 $6,000.00 08 y x Semi-Formal Facilitation 0802-0001 Cubic Yard 250.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 65.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0810-0023 Lump Sum 1.000 01 n m1 Tree Trimming To a Max Height Of 20' 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0901-0001 Lump Sum 1.000 07 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0320 Linear Foot 145,720.000 07 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 48,660.000 07 n o 4" Standard Pavement Markings, Paint & Beads, White 0931-0003 Square Foot 22.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 159.000 01 n r Post Mounted Signs, Type f 0937-0323 Each 30.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-1, Red Post With White Sheeting 0937-0330 Each 1.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0962-1000 Linear Foot 48,660.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 48,640.000 01 n o 4" Yellow Waterborne Pavement Markings 0971-0001 Each 1.000 01 n r Remove Post Mounted Signs, Type b 9316-0437 Square Yard 500.000 01 n f Proj Superpave Asphalt Mixture Design, Warm Mix Asphalt, Flexible Base Replacemnt, Pg 64-22, 0.3 To <3 Million Esals, 25.0 Mm Mix, 13" Depth 9620-0001 Linear Foot 25.000 01 n j Proj Guide Rail Replacement Across Structure 9620-0002 Each 8.000 01 n j Proj Guide Rail Anchorbolt Replacement |
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