Similar Projects
Last Updated | 03/05/2021 04:54 AM |
Project Title | Design Activities Are Limited To: Concrete Curb Ramps |
Physical Address | View project details and contacts |
City, State (County) | PA (Allegheny County) |
Category(s) | Heavy and Highway |
Sub-Category(s) | Site Development |
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: This is a partial Design Build roadway project. Design activities are limited to: Concrete curb ramps For the milling and resurfacing, concrete pavement rehabilitation, drainage, guide rail, curb and sidewalk, signing and pavement marking, signals, bridge preservation, and other miscellaneous construction, all within a length of 10,787.05 linear feet (2.043 miles) as indicated on the approved drawings included in the bid package for STATE ROUTE 0019 SECTION A75 (Washington Road) and STATE ROUTE 3038 (Gilkeson Road and Connor Road), in ALLEGHENY COUNTY, UPPER ST. CLAIR and MT. LEBANON TOWNSHIPS, BETHEL PARK BOROUGH, Commonwealth of Pennsylvania. This project being situated as follows: From a point approximately 155 feet south of the intersection of McLaughlin Run Rd./ McMurray Rd. at Segment 0050/0051 Offset 2280/2271 (Station 120+95) to approximately the intersection of Connor Rd./ Gilkeson Rd. at Segment 0090/0091 Offset 2446/2422 (Station 108+01). 0203-0001 Cubic Yard 60.000 01 n c Class 1 Excavation 0203-0003 Cubic Yard 22.000 01** n c1 Class 1a Excavation 0203-0004 Cubic Yard 789.000 01** n c1 Class 1b Excavation 0205-0001 Cubic Yard 6.000 01 n c1 Common Borrow Excavation 0313-0537 Ton 10.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 3 To < 10 Million Esals, 25.0 Mm Mix 4316-0437 Ton 661.000 01 n Yes e, f1 Proj Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix Modified 0350-0121 Ton 24.000 01 n c, e Subbase (No. 2a) 4405-0001 Dollar 78,000.000 $1.00 $78,000.00 01 y Yes x Std Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive Modified 0413-3469 Square Yard 83,882.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64e-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-e 0413-3473 Square Yard 347.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Rps, Pg 64e-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0413-6057 Ton 2.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 3 To < 10 Million Esals, 19.0 Mm Mix 0413-9999 Dollar 23,005.000 $1.00 $23,005.00 01 y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0450-3410 Ton 10.000 01 n f1 Superpave Asphalt Mixture Design, Binder Course, Manual Patching, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 84,563.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0469-0022 Linear Foot 3,750.000 01 n f2 Asphalt Joint And Crack Sealing For Asphalt Surfaces 4491-0012 Square Yard 84,229.000 01 n Yes f3 Std Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor Modified 0501-0020 Square Yard 660.000 01 n g, g1, k Plain Cement Concrete Pavement, 4" Depth 4501-0080 Square Yard 322.000 01 n Yes g Std Accelerated Plain Cement Concrete Pavement, 9" Depth Modified 4512-0001 Linear Foot 116.000 11 n Yes g1, g4 Proj Longitudinal Joint Cleaning And Sealing Modified 0515-0001 Linear Foot 13,867.000 01 n g1, g4 Sawing And Sealing Of Asphalt Overlays 0516-1109 Square Yard 363.000 01 n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type b, 9" Depth 0516-2008 Linear Foot 264.000 01 n g1, g4 New Pavement Joint 0516-2021 Cubic Yard 68.000 01 n c1, e, g1 Subbase Material For Concrete Pavement Patching 0601-5901 Linear Foot 200.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0605-2701 Each 27.000 01 n k Bicycle Safe Inlet Grate 0605-2711 Set 50.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 20.000 01 n k Standard Inlet Box, Height < /= 10` 0606-0050 Set 7.000 01 n c1, k Grade Adjustment Of Existing Inlets 0606-0151 Set 10.000 01 n c1, k Grade Adjustment Of Existing Manholes 0607-0013 Vertical Foot 11.000 01 n k Rebuilt Inlet Box 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 94 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 94 n x Std Equipment Package 0619-0459 Each 9.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0010 Each 1.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 4.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 2,913.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-0585 Linear Foot 100.000 01 n j Rubbing Rail 0620-0872 Each 2.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-1600 Linear Foot 100.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 2,332.000 01 n j Type 31-Sc Guide Rail 0620-1626 Linear Foot 132.000 01 n j Type 31-Sc Guide Rail With 7` Extra Length Posts 0620-1670 Each 5.000 01 n j Type 31-Strong Post In-Line Anchor 0630-0001 Linear Foot 400.000 01** n k Plain Cement Concrete Curb 0630-0010 Linear Foot 983.000 01** n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 4630-0010 Linear Foot 296.000 01 n Yes k Proj Plain Cement Concrete Curb, Including Removal Of Existing Curb Modified 0633-0200 Linear Foot 3,758.000 01** n k Plain Concrete Mountable Curb, Type a 0633-0225 Linear Foot 3,036.000 01 n k Plain Concrete Mountable Curb, Type b 0641-0005 Square Yard 21.000 01 n k Plain Cement Concrete Curb Gutter 0660-0022 Linear Foot 3,830.000 01 n f3 Milled Centerline Rumble Strips Type 2 0676-0001 Square Yard 580.000 01** n k Cement Concrete Sidewalk 0686-0030 Lump Sum 1.000 01 n x Construction Surveying, Type b, Modified 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0002 Dollar 3,000.000 $1.00 $3,000.00 01 y x Semi-Formal Facilitation e 0695-0002 Square Foot 510.000 01** n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 510.000 01** n k Detectable Warning Surface, Polymer Concrete o 0695-0004 Square Foot 510.000 01** n k Detectable Warning Surface, Polymer Composite 4802-0001 Cubic Yard 5.000 01** n Yes c1, m Std Topsoil Furnished And Placed Modified 4804-0001 Pound 3.000 01** n Yes m3 Std Seeding And Soil Supplements - Formula b, Including Mulch Modified 0845-0001 Dollar 10,000.000 $1.00 $10,000.00 01 y m2 Unforeseen Water Pollution Control 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0120 Each 2.000 01 n q Speed Display Sign 0901-0203 Each 2.000 01 n q Arrow Panel 0901-0231 Day 50.000 01 n q Additional Warning Lights, Type b 0901-0232 Day 50.000 01 n q Additional Warning Lights, Type c 0901-0240 Square Foot 250.000 01 n q, r Additional Traffic Control Signs 4901-0320 Linear Foot 12,100.000 01 n Yes o Std 4" Standard Pavement Markings, Paint & Beads, Yellow Modified 4901-0331 Linear Foot 28,770.000 01 n Yes o Std 6" Standard Pavement Markings, Paint & Beads, White Modified 0901-0340 Linear Foot 14,264.000 01 n o2, o3 4" Standard Pavement Markings, Tape, Yellow 0901-0351 Linear Foot 4,832.000 01 n o2, o3 6" Standard Pavement Markings, Tape, White 0901-0450 Each 2.000 01 n q 3-Line Changeable Message Sign With Telecommunications 0910-0005 Each 6.000 20** n c1, p8 Junction Boxes j.b.-12 0931-0003 Square Foot 497.000 01** n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 75.000 01 n r Post Mounted Signs, Type f 0936-0200 Square Foot 239.000 22** n r Structure Mounted Flat Sheet Aluminum Signs 4936-0200 Square Foot 615.000 20 n Yes r Proj Structure Mounted Flat Sheet Aluminum Signs Modified 0937-0106 Each 50.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0301 Each 130.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-1, Yellow Post With Yellow Sheeting 0937-0330 Each 110.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0337 Each 45.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Red/White Sheeting 0951-0140 Each 2.000 22 n p Traffic Signal Support, 40` Mast Arm 4951-0142 Each 2.000 23 n Yes p Proj Traffic Signal Support, 42` Mast Arm Modified 0951-0150 Each 1.000 22 n p Traffic Signal Support, 50` Mast Arm 4951-0155 Each 1.000 22 n Yes p Proj Traffic Signal Support, 55` Mast Arm Modified 4951-0160 Each 1.000 22 n Yes p Proj Traffic Signal Support, 60` Mast Arm Modified 4951-2125 Each 1.000 23 n Yes p Proj Traffic Signal Support, 25` Mast Arm With Luminaire Arm (30` Mounting Height) Modified 4951-2132 Each 1.000 22 n Yes p Proj Traffic Signal Support, 32` Mast Arm With Luminaire Arm (30` Mounting Height) Modified 4951-2135 Each 1.000 23 n Yes p Proj Traffic Signal Support, 35` Mast Arm With Luminaire Arm (30` Mounting Height) Modified 0951-2152 Each 1.000 23 n p Traffic Signal Support, 52` Mast Arm With Luminaire Arm (30` Mounting Height) 4951-2154 Each 1.000 23 n Yes p Proj Traffic Signal Support, 54` Mast Arm With Luminaire Arm (30` Mounting Height) Modified 4951-2155 Each 1.000 22 n Yes p Proj Traffic Signal Support, 55` Mast Arm With Luminaire Arm (30` Mounting Height) Modified 4951-2156 Each 2.000 23 n Yes p Proj Traffic Signal Support, 56` Mast Arm With Luminaire Arm (30` Mounting Height) Modified 4951-4020 Each 6.000 22** n Yes p Proj Pedestrian Stub Pole Modified 4952-1000 Each 7.000 01 n Yes p Proj Time Clock Modified 4952-1020 Each 6.000 20** n Yes p Proj Nema Ts-1 Controller Assembly, Type 1 Mounting Modified 4952-1021 Each 1.000 23 n Yes p Proj Nema Ts-1 Controller Assembly, Type 2 Mounting Modified 0954-0011 Linear Foot 385.000 20** n p8 1 Inch Conduit 0954-0012 Linear Foot 525.000 20** n p8 2 Inch Conduit 0954-0013 Linear Foot 4,006.000 20** n p8 3 Inch Conduit 0954-0151 Linear Foot 630.000 20** n c1, p8 Trench And Backfill, Type i 4954-0152 Linear Foot 189.000 20** n Yes c1, p8 Proj Trench And Backfill, Type Ii Modified 0954-0154 Linear Foot 30.000 20 n c1, p8 Trench And Backfill, Type Iv 4954-0154 Linear Foot 1,878.000 20** n Yes c1, p8 Proj Trench And Backfill, Type Iv Modified 0954-0201 Linear Foot 11,400.000 20** n p8 Signal Cable, 14 Awg, 3 Conductor 0954-0202 Linear Foot 21,900.000 20** n p8 Signal Cable, 14 Awg, 5 Conductor 0954-0203 Linear Foot 3,600.000 20** n p8 Signal Cable, 14 Awg, 7 Conductor 0954-0302 Each 20.000 20** n p8 Junction Box, Jb-27 0954-0402 Each 3.000 20** n p8 Electrical Service, Type b 0954-0403 Each 4.000 20** n p8 Electrical Service, Type c 4954-0600 Each 1.000 23 n Yes p8 Proj Uninterruptible Power Supply (Ups) Modified 4955-3208 Each 35.000 22** n Yes p Proj Vehicular Signal Head, Three 12" Sections Modified 4955-3209 Each 5.000 22** n Yes p Proj Vehicular Signal Head, Four 12" Sections Modified 4955-3722 Each 14.000 22** n Yes p Proj Led Countdown Pedestrian Signal Head, Type a Modified 4956-0500 Each 43.000 20** n Yes p Std Pedestrian Push Button Modified 4956-0601 Each 39.000 20** n Yes p Std Radar Detector Modified 0956-0801 Each 7.000 20** n p Optical Preemption System 0960-0002 Linear Foot 27,000.000 01 n o2 4" Yellow Hot Thermoplastic Pavement Markings 0960-0005 Linear Foot 21,000.000 01 n o2 6" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 5,300.000 01** n o2 24" White Hot Thermoplastic Pavement Markings 0960-0022 Linear Foot 400.000 01 n o2 24" Yellow Hot Thermoplastic Pavement Markings 0960-0101 Each 86.000 01** n o2 White Hot Thermoplastic Legend, "Only", 8` - 0" 0960-0143 Each 4.000 01 n o2 White Hot Thermoplastic Legend, "Slow", 8` - 0" 0960-0220 Each 32.000 01** n o2 White Hot Thermoplastic Legend, "Straight Arrow", 12` - 0" x 1` - 8" 0960-0222 Each 21.000 01** n o2 White Hot Thermoplastic Legend, "Right Arrow", 12` - 0" x 3` - 0" 0960-0224 Each 103.000 01** n o2 White Hot Thermoplastic Legend, "Left Arrow", 12` - 0" x 3` - 0" 0960-0226 Each 6.000 01** n o2 White Hot Thermoplastic Legend, "Thru And Right Arrow", 20` - 0" x 3` - 7" 0960-0228 Each 5.000 01** n o2 White Hot Thermoplastic Legend, "Thru And Left Arrow", 20` - 0" x 3` - 7" 0963-0001 Square Foot 17,626.000 01 n o2, o3 Pavement Marking Removal 0966-0011 Each 50.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 0966-0017 Each 350.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/b) 0966-0018 Each 600.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 4971-0001 Each 1.000 01 n Yes r Std Remove Post Mounted Signs, Type b Modified 1001-0980 Square Yard 460.000 11 n g4, s9 Mechanical Texturing With Longitudinal Sawed Grooves 1040-0120 Square Foot 10.000 11 n s9 Concrete Bridge Deck Repair Accelerated, Type 2 Using Asc 1040-0210 Square Foot 5.000 11 n s9 Concrete Bridge Barrier Repair Accelerated, Type 2 Using Asc 1041-0010 Square Yard 1,840.000 11 n f3, s2 Scarification, 1/4" Depth 1047-0010 Square Yard 460.000 11 n s3 Polyester Polymer Concrete Overlay, 1" 1071-0100 Lump Sum 1.000 11 n v Spot Painting Existing Structural Steel 1072-0100 Lump Sum 1.000 11 n v2 Containment 1072-0200 Lump Sum 1.000 11 n x Waste Management 1072-0300 Lump Sum 1.000 11 n v2 Worker Health And Safety 1090-1000 Linear Foot 136.000 11 n t5 Preformed Neoprene Compression Seal Replacement 1090-1017 Linear Foot 146.000 11 n t5 Neoprene Strip Seal Gland Replacement 1999-9999 Hour 1,000.000 97 n z Std Trainees 9000-0001 Square Yard 1,158.000 01 n g1, g4 Std Transverse Joint Repair 9000-0002 Linear Foot 243.000 01 n g4 Std Sawcut The Existing Pavement 9000-0004 Square Yard 102.000 01 n g Proj h.e.s. Plain Cement Concrete Pavement, 16" Depth 9000-0005 Each 4.000 20** n k Proj Concrete Wing Wall 9000-0006 Dollar 40,000.000 $1.00 $40,000.00 94 y p Proj Miscellaneous Signal Equipment 9000-0007 Linear Foot 1,360.000 01 n a Proj Clean Existing Plain Cement Concrete Curb Gutter 9000-0008 Each 8.000 01 n o2 Proj White Hot Thermoplastic Legend, "Crossroad Symbol", 12`-6" 9000-0009 Each 4.000 95 n p Std Covid-19 Safety Plan Sign 9000-0132 Each 1.000 21 n p Proj Traffic Signal Support, 32` Mast Arm 9000-0135 Each 2.000 21 n p Proj Traffic Signal Support,35` Mast Arm 9000-0136 Each 2.000 21 n p Proj Traffic Signal Support,36` Mast Arm 9000-0138 Each 2.000 21 n p Proj Traffic Signal Support,38` Mast Arm 9000-0140 Each 2.000 21 n p Proj Traffic Signal Support,40` Mast Arm 9000-0142 Each 1.000 21 n p Proj Traffic Signal Support,42` Mast Arm 9000-0145 Each 1.000 21 n p Proj Traffic Signal Support,45` Mast Arm 9000-0148 Each 1.000 21 n p Proj Traffic Signal Support, 48` Mast Arm 9000-0150 Each 4.000 21 n p Proj Traffic Signal Support, 50` Mast Arm 9000-0180 Lump Sum 1.000 01 n p Proj Temporary Traffic Signals 9000-0250 Dollar 10,000.000 $1.00 $10,000.00 01 y c1, p8 Std Locate Existing Underground Facilities 9000-0500 Linear Foot 406.000 11 n s9 Proj Removal Of Longitudinal Deck Joint, Accelerated 9000-0501 Lump Sum 1.000 11 n s2 Proj Power Wash Bridge Substructure 9000-0502 Set 1.000 11 n x Std Safety Harnesses, Double Lanyards And Self Retracting Lifelines, Fall Protection 9000-0610 Each 3.000 01 n j3 Proj Remove Existing Impact Attenuator (Department Property) 9000-0964 Each 12.000 09 n p4 Proj Radio Communication System (Broadband Ethernet) 9000-1000 Each 7.000 09 n p Proj Adaptive Traffic Signal System Equipment 9000-1001 Each 7.000 09 n p Proj Vehicle Detection System 9000-1006 Lump Sum 1.000 23 n r Proj Transfer Existing Signs 9000-1007 Each 7.000 09 n p5 Proj Managed Switch 9000-1008 Lump Sum 1.000 23 n p Proj Transfer Existing Pedestrian Indications 9000-1009 Each 3.000 20 n k Proj Remove Existing Pole Foundation 9000-1010 Lump Sum 1.000 20 n p, p4 Proj Wireless Communication System Site Survey 9000-1011 Lump Sum 1.000 23 n p Proj Transfer Existing Radar Detectors 9000-1013 Each 1.000 23 n p4 Proj Communication Drop 9000-2120 Each 1.000 21 n p Proj Traffic Signal Support,20` Mast Arm With 15` Luminaire Arm (30` Mounting Height) 9000-2130 Each 3.000 21 n p Proj Traffic Signal Support,30` Mast Arm With 15` Luminaire Arm (30` Mounting Height) 9000-2132 Each 1.000 21 n p Proj Traffic Signal Support,32` Mast Arm With 15` Luminaire Arm (30` Mounting Height) 9000-2135 Each 1.000 21 n p Proj Traffic Signal Support,35` Mast Arm With 15` Luminaire Arm (30` Mounting Height) 9000-2150 Each 1.000 21 n p Proj Traffic Signal Support,50` Mast Arm With 15` Luminaire Arm (30` Mounting Height) 9000-2152 Each 1.000 21 n p Proj Traffic Signal Support,52` Mast Arm With 15` Luminaire Arm (30` Mounting Height) 9000-3208 Each 36.000 20 n p Proj Vehicular Signal Head, Three 12" Sections 9000-3209 Each 9.000 20 n p Proj Vehicular Signal Head, Four 12" Sections 9000-3210 Each 3.000 20 n p Proj Vehicular Signal Head, Five 12" Sections 9000-3722 Each 30.000 20 n p Proj Led Countdown Pedestrian Signal Head, Type a 9000-4014 Each 4.000 21 n p Proj Traffic Signal Support,14` Pedestal 9000-4020 Each 14.000 20 n p Proj Pedestrian Stub Pole, Decorative 9000-4825 Each 1.000 21 n p Proj Traffic Signal Support,48/25` Dual Mast Arm With 15` Luminaire Arm (30` Mounting Height) 9000-5001 Each 50.000 02** n x Std Design Of Concrete Curb Ramp,Single Crossing 9000-5121 Linear Foot 5,500.000 01 n g1, g4 Std Joint Cleaning And Sealing Of Mountable Curb 9000-5122 Linear Foot 1,200.000 01 n g1, g4 Std Joint Cleaning And Sealing Of Concrete Curb Gutter 9000-5540 Each 1.000 21 n p Proj Traffic Signal Support, 55/40` Dual Mast Arm With 15` Luminaire Arm (30` Mounting Height) 9000-6061 Each 12.000 01 n k Std Grade Adjustment Of Municipality`s Or Authority`s Existing Valve Box Risers Or Adapters, Adjustment Only 9000-6062 Set 12.000 01 n k Std Grade Adjustment Of Municipality`s Or Authority`s Existing Valve Box Risers Or Adapters, Material Only 9000-6063 Each 28.000 01 n k Std Grade Adjustment Of Municipality`s Or Authority`s Existing Manholes, Adjustment Only 9000-6064 Set 28.000 01 n k Std Grade Adjustment Of Municipality`s Or Authority`s Existing Manholes, Material Only 9000-9011 Dollar 29,400.000 $1.00 $29,400.00 01 y x Std Off Duty Uniformed Police Officer 9000-9012 Linear Foot 27,000.000 01 n o Std 4" Yellow Temporary Shadow Line Pavement Markings 9000-9013 Linear Foot 21,000.000 01 n o Std 4" White Temporary Shadow Line Pavement Markings |
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