Similar Projects
Last Updated | 06/19/2020 08:47 AM |
Project Title | Group 6-19-B10 |
Physical Address | View project details and contacts |
City, State (County) | PA (Bucks 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: The milling and resurfacing with bituminous material, general maintenance of various state roadways in Bucks County, Engineering District 6-0, Commonwealth of Pennsylvania. 0316-0524 Square Yard 11,750.000 01** n f Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 5" Depth 0316-0536 Square Yard 1,725.000 01** n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 12" Depth e 4413-0010 Ton 4,900.000 02 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 o 0413-6047 Ton 4,900.000 02 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 4413-0255 Ton 100.000 02 n Yes f Proj Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h , Pavement Adjustments 0413-0308 Ton 13,200.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-h 0413-0437 Ton 13,000.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, 10 To < 30 Million Esals, 9.5 Mm Mix, Srl-e 0413-0438 Ton 648.000 04 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, 10 To < 30 Million Esals, 9.5 Mm Mix, Srl-h 0413-2086 Ton 4,800.000 01** n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-h 0413-6057 Ton 3,325.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 3 To < 10 Million Esals, 19.0 Mm Mix 0413-9999 Dollar 111,872.000 $1.00 $111,872.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0450-1412 Ton 100.000 01 n f1 Superpave Asphalt Mixture Design, Wma Wearing Course, Manual Patching, Pg 64-22, 0.3 To < 3 Million Esals, 12.5 Mm Mix, Srl-h 0460-0003 Square Yard 487,167.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 0469-0022 Linear Foot 35,000.000 01 n f2 Asphalt Joint And Crack Sealing For Bituminous Surfaces 0491-0015 Square Yard 36,000.000 01** n f3 Milling Of Bituminous Pavement Surface, 3" Depth, Milled Material Retained By Contractor 0491-0019 Square Yard 362,167.000 01** n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0515-0001 Linear Foot 25,000.000 01 n g1, g4 Sawing And Sealing Of Bituminous Overlays 0605-2711 Set 5.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0606-0050 Set 20.000 01 n c1, k Grade Adjustment Of Existing Inlets 0607-0009 Vertical Foot 20.000 01 n k Rebuilt Type 4` Inlet 0608-0001 Lump Sum 1.000 01 n x Mobilization 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0954-0011 Linear Foot 100.000 01 n p8 1 Inch Conduit 0954-0151 Linear Foot 100.000 01 n c1, p8 Trench And Backfill, Type i 0954-0202 Linear Foot 250.000 01 n p8 Signal Cable, 14 Awg, 5 Conductor 0954-0302 Each 4.000 01 n p8 Junction Box, Jb-27 0956-0001 Linear Foot 50.000 01 n p Detector Lead In Cable 0956-0101 Linear Foot 7,500.000 01 n p Loop Sensor 0960-0001 Linear Foot 33,371.000 01** n o2 4" White Hot Thermoplastic Pavement Markings 0960-0002 Linear Foot 34,071.000 01** n o2 4" Yellow Hot Thermoplastic Pavement Markings 0960-0005 Linear Foot 18,810.000 01** n o2 6" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 4,143.000 01** n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 4,958.000 01** n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0101 Each 53.000 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 22.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12` - 0" x 3` - 0" 0960-0224 Each 39.000 01** n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0960-0431 Each 25.000 01 n o2 White Hot Thermoplastic Legend, "Bicycle With Rider", 6` - 0" x 3` -4" 0960-0432 Each 25.000 01 n o2 White Hot Thermoplastic Legend, "Straight Arrow", 6` - 0" x 1` -8" 0960-1121 Each 25.000 01 n o2 White Hot Thermoplastic Legend, Shared Lane Marking 0962-1000 Linear Foot 221,596.000 01** n o3 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 521,391.000 01** n o3 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 2,000.000 01 n o2, o3, q Pavement Marking Removal 0966-0011 Each 200.000 04 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 9000-0001 Cubic Yard 1,000.000 02 n c, e Proj Shoulder Backup e 9000-0020 Ton 13,975.000 02 n f Std Bituminous Binder Course (Leveling), Fb-2 o 0413-6047 Ton 13,975.000 02 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix o 4413-0010 Ton 13,975.000 02 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 9000-0600 Dollar 100,000.000 $1.00 $100,000.00 01 y c, h, k Proj Unforeseen Roadway Construction 9999-9950 Each 1.000 $504.00 $504.00 05 y k Std 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Concrete Base 9999-9951 Each 1.000 $474.00 $474.00 05 y k Std 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Flexible Base 9999-9952 Each 1.000 $1,335.00 $1,335.00 05 y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Concrete Base 9999-9953 Each 1.000 $1,028.00 $1,028.00 05 y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Flexible Base 9999-9954 Each 1.000 $1,257.00 $1,257.00 05 y k Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Concrete Base 9999-9955 Each 1.000 $969.00 $969.00 05 y k Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type a - Flexible Base 9999-9956 Each 1.000 $897.00 $897.00 05 y k Std 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Concrete 9999-9957 Each 1.000 $581.00 $581.00 05 y k Std 0 To 15 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Flexible Base 9999-9958 Each 1.000 $1,180.00 $1,180.00 05 y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b - Concrete Base 9999-9959 Each 1.000 $955.00 $955.00 05 y k Std 16 To 36 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b Flexible Base 9999-9960 Each 1.000 $1,236.00 $1,236.00 05 y k Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b Concrete Base 9999-9961 Each 1.000 $1,537.00 $1,537.00 05 y k Std 37 To 54 Inch Diameter Utility Casting Adjustment For Resurfacing - Type b Flexible Base 9999-9962 Vertical Foot 1.000 $1,215.00 $1,215.00 05 y k Std Utility Manhole Neck Rebuilding 9999-9963 Each 1.000 $359.00 $359.00 05 y k Std 0 To 15 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type c 9999-9964 Each 1.000 $438.00 $438.00 05 y k Std 16 To 54 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type c 9999-9965 Each 1.000 $344.00 $344.00 05 y k Std 0 To 15 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type d 9999-9966 Each 1.000 $512.00 $512.00 05 y k Std 16 To 54 Inch Diameter Utility Casting Riser Adjustment For Resurfacing - Type d 9999-9967 Each 1.000 $643.00 $643.00 05 y k Std 201 Box Adjustment For Resurfacing |
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