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Last Updated | 05/08/2020 02:12 AM |
Project Title | SR 447 Resurface |
Physical Address | View project details and contacts |
City, State (County) | PA (Monroe 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 | The Partial Design/build project consisting of bituminous milling, base repair, scratch course, wearing course, bridge deck repairs, guide rail, ADA curb ramps, pavement markings, and other miscellaneous construction, as indicated on the approved drawings included in the bid package for State Route 447, Section m89, in Monroe County, Smithfield and Stroud Township, and East Stroudsburg Borough from segment 10 offset 0000 to segment 100 offset 2876 (22,352 ft., 4.23 miles) 0203-0001 Cubic Yard 78.000 01 n c Class 1 Excavation 0313-0437 Ton 40.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0316-0437 Ton 5,218.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0413-0245 Square Yard 76,697.000 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 0413-0383 Square Yard 10,267.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0413-1024 Ton 3,914.000 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 0413-9999 Dollar 27,831.000 $1.00 $27,831.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0001 Square Yard 173,945.000 01 n f4 Asphalt Tack Coat 0460-0003 Square Yard 115.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0491-0019 Square Yard 737.000 01 n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0491-0021 Square Yard 86,235.000 01 n f3 Milling Of Asphalt Pavement Surface, 2 1/4" Depth, Milled Material Retained By Contractor 0606-0050 Set 4.000 01 n c1, k Grade Adjustment Of Existing Inlets 0608-0001 Lump Sum 1.000 02 n x Mobilization 0609-0003 Lump Sum 1.000 05 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 05 n x Std Equipment Package 0619-0459 Each 14.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 1.000 01 n j Terminal Section, Single 0620-0402 Each 4.000 01 n j Terminal Section, Bridge Connection 0620-0503 Linear Foot 3,265.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0900 Each 11.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 1,465.000 01 n j Type 31-s Guide Rail 0620-1626 Linear Foot 2,550.000 01 n j Type 31-Sc Guide Rail With 7` Extra Length Posts 0620-1670 Each 4.000 01 n j Type 31-Strong Post In-Line Anchor 0630-0010 Linear Foot 365.000 04 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 0660-0021 Linear Foot 3,510.000 01 n f3 Milled Centerline Rumble Strips Type 1 0660-0024 Linear Foot 4,130.000 01 n f3 Milled Edgeline Rumble Strips 0676-0001 Square Yard 256.000 04 n k Cement Concrete Sidewalk 0680-0120 Square Yard 108.000 01 n k2, s1 Membrane Waterproofing System Installed On Bridge Deck 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 e 0695-0004 Square Foot 204.000 04 n k Detectable Warning Surface, Polymer Composite o 0695-0002 Square Foot 204.000 04 n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 204.000 04 n k Detectable Warning Surface, Polymer Concrete 0850-0022 Square Yard 147.000 01 n c1 Rock, Class r-4 0901-0001 Lump Sum 1.000 03 n q Proj Maintenance And Protection Of Traffic During Construction 0937-0334 Each 12.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Yellow Sheeting 0937-0339 Each 12.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0956-0101 Linear Foot 1,480.000 01 n p8 Loop Sensor 0960-0005 Linear Foot 864.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 469.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 786.000 01 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0101 Each 17.000 01 n o2 White Hot Thermoplastic Legend, "Only", 8` - 0" 0960-0220 Each 2.000 01 n o2 White Hot Thermoplastic Legend, "Straight Arrow", 12` - 0" x 1` - 8" 0960-0222 Each 6.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12` - 0" x 3` - 0" 0960-0224 Each 9.000 01 n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0962-1000 Linear Foot 85,408.000 01 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 1,220.000 01 n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 89,408.000 01 n o 4" Yellow Waterborne Pavement Markings 5040-0002 Square Foot 100.000 01 n Yes s9 Std Concrete Bridge Deck Repair, Type 2 Rapid Set Concrete 9000-0001 Each 14.000 04 n x Std Design Of Concrete Ada Curb Ramps (By Quadrant) |
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