Last Updated 01/31/2020 05:33 AM
Project Title

Limekiln Pike O/Septa RR Design Build Limited to ADA Ramps

Physical Address View project details and contacts
City, State (County) PA   (Montgomery County)
Category(s) Heavy and Highway
Sub-Category(s) Bridge
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
Owner View project details and contacts
Architect View project details and contacts
Description

The description and location of the project is as follows: Bridge rehabilitation of SR 152 LPS over SEPTA, including utility relocation, ADA ramp, signing and pavement marking, and other miscellaneous construction, as indicated on the approved drawings included in the bid package for STATE ROUTE 152, SECTION LPS, in Montgomery County Cheltenham And Abington Township from segment 50 offset 2822 to segment 60 offset 0066. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 275.000 01** n c Class 1 Excavation 0204-0150 Cubic Yard 30.000 01 n c1, h, s Class 4 Excavation 0212-0001 Linear Foot 161.000 01 n c3, h, m2 Geotextile, Class 1 0311-0323 Square Yard 39.000 03 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0311-0420 Square Yard 540.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 3" Depth 0311-0422 Square Yard 26.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0350-0106 Square Yard 891.000 01** n c, e Subbase 6" Depth (No. 2a) 0411-0345 Square Yard 39.000 03 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 12.5 Mm Mix, 1 1/2" Depth, Srl-l 0411-0482 Square Yard 1,784.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-6450 Square Yard 540.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001 Square Yard 1,823.000 01** n f4 Bituminous Tack Coat 0491-0012 Square Yard 1,153.000 01 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0601-6100 Linear Foot 50.000 01 n h 14" x 23" Elliptical Reinforced Concrete Pipe, Type a Horizontal, < 1.5` Fill, 100 Year Design Life 0605-2780 Set 2.000 01 n k Type m Frame And Grate 0605-2850 Each 2.000 01 n k Standard Inlet Box, Height < /= 10` 0608-0001 Lump Sum 1.000 04 n x Mobilization 0609-0002 Lump Sum 1.000 05 n x Inspector`s Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 05 n x Std Equipment Package 0612-0001 Linear Foot 161.000 01 n c1, h Subgrade Drains 0619-0470 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals, Tangent) 4620-0015 Each 2.000 01 n Yes j Proj Thrie-Beam To Vertical Wall Bridge Barrier Transition , Extra Length Posts 0620-0400 Each 2.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 92.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 13.000 01 n j Type 31-s Guide Rail 0624-0001 Linear Foot 60.000 01 n j2 Right-Of-Way Fence, Type 1 0624-0300 Each 6.000 01 n j2 End Posts For Type 1 Right-Of-Way Fence 0624-0600 Each 3.000 01 n j2 Line Posts For Type 1 Right-Of-Way Fence 0627-3020 Linear Foot 125.000 03 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 0628-3020 Linear Foot 111.000 03 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2` 4630-0010 Linear Foot 278.000 01 n Yes k Proj Plain Cement Concrete Curb, Including Removal Of Existing Curb , 2" And 4" Height 0633-0200 Linear Foot 65.000 01 n k Plain Concrete Mountable Curb, Type a 4643-0001 Linear Foot 154.000 02 n Yes j1 Proj Temporary Concrete Barrier, Structure Mounted , Type b Installation 0676-0001 Square Yard 272.000 01 n k Cement Concrete Sidewalk 0686-0060 Lump Sum 1.000 01 n x Construction Surveying, Type d, Modified 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 05 y x Internal Facilitation 0696-0600 Each 2.000 03 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 2 0697-0600 Each 2.000 03 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 2 0802-0001 Cubic Yard 7.000 01 n c1, m Topsoil Furnished And Placed 0804-0014 Pound 1.000 01 n m3 Seeding - Formula e 0804-0020 Pound 5.000 01 n m3 Seeding And Soil Supplements - Formula l 0805-0022 Ton 1.000 01 n m3 Mulching - Straw 0806-0113 Square Yard 50.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0849-0010 Each 2.000 01 n c1 Rock Construction Entrance 0855-0003 Each 1.000 01 n m2 Pumped Water Filter Bag 0860-0000 Each 2.000 01 n m2 Inlet Filter Bag For Type m Inlet 0867-0018 Linear Foot 34.000 01 n m2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 03 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0202 Each 4.000 03 n q Floodlights 0901-0231 Day 100.000 03 n q Additional Warning Lights, Type b 0901-0240 Square Foot 50.000 03 n q, r Additional Traffic Control Signs 0901-0450 Each 4.000 03 n q 3-Line Changeable Message Sign With Telecommunications 0901-0701 Each 1.000 03 n p Temporary Traffic Signals (Permanent Only) 0901-0711 Each 1.000 03 n p Temporary Traffic Control Signal Reset (Permanent Only) 0910-4066 Linear Foot 150.000 01 n p8 Awg 8 Above Ground Cable, Copper, 1 Conductor 0910-4116 Linear Foot 900.000 01 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0910-5055 Linear Foot 150.000 01 n c1, p8 2" Direct Burial Conduit 0910-5400 Linear Foot 71.000 01 n c1, p8 Conduit Sleeve 0910-5500 Each 3.000 01 n c1, p8 Buried Cable And Conduit Marker 0910-6000 Linear Foot 150.000 01 n c1, p8 Trench 4910-7020 Each 1.000 01 n Yes p8 Proj Complete Power Supply System , Peco Service 0910-7210 Lump Sum 1.000 01 n p8 Testing Of Entire Lighting System 0931-0001 Square Foot 28.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 15.000 01 n r Post Mounted Signs, Type f 0936-0200 Square Foot 30.000 01 n r Structure Mounted Flat Sheet Aluminum Signs 0941-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type f 0951-0130 Each 1.000 01 n p Traffic Signal Support, 30` Mast Arm 0951-4014 Each 1.000 01 n p Traffic Signal Support, 14` Pedestal 0954-0012 Linear Foot 45.000 01 n p8 2 Inch Conduit 0954-0013 Linear Foot 180.000 01 n p8 3 Inch Conduit 0954-0151 Linear Foot 32.000 01 n c1, p8 Trench And Backfill, Type i 0954-0152 Linear Foot 23.000 01 n c1, p8 Trench And Backfill, Type Ii 0954-0153 Linear Foot 170.000 01 n c1, p8 Trench And Backfill, Type Iii 0954-0201 Linear Foot 945.000 01 n p8 Signal Cable, 14 Awg, 3 Conductor 0954-0202 Linear Foot 70.000 01 n p8 Signal Cable, 14 Awg, 5 Conductor 0954-0302 Each 1.000 01 n p8 Junction Box, Jb-27 4955-3722 Each 1.000 01 n Yes p Std Led Countdown Pedestrian Signal Head, Type a , Steady Countdown 4956-0500 Each 6.000 01 n Yes p Std Pedestrian Push Button , Latching Led 0962-1000 Linear Foot 709.000 03 n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 500.000 03 n o 6" White Waterborne Pavement Markings 0962-1004 Linear Foot 113.000 03 n o 24" White Waterborne Pavement Markings 0962-1005 Linear Foot 1,871.000 03 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 1,626.000 01** n o2, o3 Pavement Marking Removal 0964-0001 Linear Foot 621.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 1,082.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 249.000 01 n o 6" White Epoxy Pavement Markings 0964-0021 Linear Foot 120.000 01 n o 24" White Epoxy Pavement Markings 0964-0022 Linear Foot 11.000 01 n o 24" Yellow Epoxy Pavement Markings 0964-0101 Each 1.000 01 n o3 White Epoxy Legend, "Only", 8` - 0" 0964-0224 Each 2.000 01 n o3 White Epoxy Legend, "Left Arrow", 12` - 0" x 3` - 0" 0964-0226 Each 2.000 01 n o3 White Epoxy Legend, "Thru And Right Arrow", 20` - 0" x 3` - 7" 0971-0001 Each 3.000 01 n r Remove Post Mounted Signs, Type b 4971-0001 Each 2.000 01 n Yes r Proj Remove Post Mounted Signs, Type b , Outside Work Limits 5003-0011 Each 16.000 02 n Yes s2 Proj Dowel Holes, 24" Depth Modified 5018-0050 Lump Sum 1.000 02 n Req t1 Proj Removal Of Portion Of Existing Bridge 5019-0050 Square Yard 268.000 02 n Req k2 Proj Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 5091-0331 Linear Foot 80.000 02 n Req k1 Proj Epoxy Injection Crack Seal e 8030-0001 Lump Sum 1.000 02 n Yes s1 Std Bridge Structure, As Designed, s-36895 a 1002-0053 Pound 80,700.000 02 n s7 Reinforcement Bars, Epoxy Coated a 1002-0112 Each 28.000 02 n s7 Mechanical Splice System For No. 5 Reinforcement Bars o 8000-0001 Lump Sum 1.000 02 n s1 Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 02 n s1 Std Steel Bridge Structure 9000-0001 Each 4.000 01 n p8 Proj Light Poles 9000-0002 Each 4.000 01 n p8 Proj Light Pole Foundations 9000-0003 Linear Foot 377.000 01** n g4 Proj Sawcutting 9000-0004 Linear Foot 230.000 01 n o Proj Contrast Pavement Marking 9000-0005 Each 1.000 01 n p Std Video Detection System, Four Cameras 9000-0006 Each 1.000 01 n p Std Emergency Preemption System, Four Approaches 9000-0007 Each 3.000 01 n p Proj Connection Of Communication Cable To Traffic Signal Controller 9000-0008 Linear Foot 675.000 01 n p Std Fiber Optic Cable, 12 Strands 9000-0009 Linear Foot 855.000 01 n p Std Fiber Optic Cable, 48 Strands 9000-0010 Each 3.000 01 n p Std 12 Strand Fiber Optic Cable Splice Enclosure 9000-0012 Each 3.000 01 n p Std Fiber Optic Termination Panel 9000-0013 Each 3.000 01 n p Std Master-Based System Single Mode Fiber Optic Media Converter 9000-0014 Each 1.000 01 n p Proj Led Luminaire, Arm Mount 9000-0015 Cubic Yard 10.000 02 n s2 Proj Repair Deteriorated Concrete, Substructure 9000-0016 Cubic Yard 3.000 02 n s2 Proj Class a Cement Concrete, Remediation Of Undermining 9000-0040 Lump Sum 1.000 72 n x Proj Installation Of Peco Energy Gas Facilities 9000-0050 Lump Sum 1.000 62 n h Proj Installation Of Aqua Pennsylvania Facilities 9000-0060 Lump Sum 1.000 02 n x Proj Grounding And Bonding 9000-1104 Each 1.000 01 n x Std Professional Services 9203-0101 Lump Sum 1.000 02 n c1, s5 Std Temporary Excavation Support And Protection System 9694-6002 Each 1.000 01 n x Std Design Of Concrete Curb Ramps, District 6-0

Details

Division 01 - General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 - Concrete, Concrete Reinforcing, Precast Structural Concrete.
Division 05 - Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 - Thermal and Moisture Protection, Expansion Control.
Division 09 - Finishes, High-Performance Coatings.
Division 10 - Specialties, Signage, Traffic Signage.
Division 26 - Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 - Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 - Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Rigid Paving, Paving Specialties, Pavement Markings, Painted Pavement Markings, Fences and Gates, Retaining Walls.
Division 34 - Transportation, Bridges.

Bidder's List View project details and contacts
Prospective Bidders View project details and contacts
Project Documents
 Engineered Spec Sheet
 Architectural Plans
 Other Documents