Similar Projects
| Last Updated | 03/01/2019 12:55 AM |
| Project Title | US 119 Over Zellers Run |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Westmoreland 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 | $1,000,000 to $2,499,999 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | Replacement Of The Existing Bridge Structure With a 14'-0" x 8'-0" Precast Concrete Box Culvert, Reconstruction Of The Approach Roadway, And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 119, Section p10, In Westmoreland County South Greensburg And Southwest Greensburg Boroughs From Segment 0290 Offset 0971 Nb To Segment 0290 Offset 1901 Nb And Segment 0291 Offset 0964 Sb To Segment 0291 Offset 1894 Sb. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 1,291.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 136.000 01** n c1 Class 1b Excavation 0205-0100 Cubic Yard 300.000 01 n c1 Foreign Borrow Excavation 0205-0281 Cubic Yard 641.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0212-0001 Linear Foot 360.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 1,067.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 640.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0311-0531 Square Yard 1,219.000 01** n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 8 1/2" Depth 0311-0537 Ton 13.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix 0350-0108 Square Yard 1,178.000 01 n c, e Subbase 8" Depth (No. 2a) 0411-0981 Square Yard 7,557.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 76-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-e 0411-1991 Ton 187.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 76-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-e 0411-6950 Square Yard 1,219.000 01** n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 76-22, 3 To < 10 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0411-6970 Ton 15.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 76-22, 3 To < 10 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 15,234.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0491-0013 Square Yard 6,390.000 01 n f3 Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Contractor 4601-7014 Linear Foot 17.000 01 n Yes h Proj 18" Reinforced Concrete Pipe, Type a, 15' - 2' Fill, 100 Year Design Life Excavation And Backfill 0605-2730 Set 1.000 01 n k Type m Concrete Top Unit And Grate 0605-2771 Set 1.000 01 n k Type c Frame And Bicycle Safe Grate 0605-2850 Each 2.000 01 n k Standard Inlet Box, Height < /= 10' 0608-0001 Lump Sum 1.000 04 n x Std Mobilization 0609-0009 Lump Sum 1.000 03 n x Std Equipment Package 0610-7002 Linear Foot 360.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 63.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 2.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 2.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 1.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0015 Each 4.000 01 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 0620-0400 Each 1.000 01 n j Terminal Section, Single 0620-0402 Each 1.000 01 n j Terminal Section, Bridge Connection 0620-0503 Linear Foot 301.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0900 Each 1.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 175.000 01 n j Type 31-s Guide Rail 0620-1650 Each 1.000 01 n j Type 31-Strong Post End Treatment 0620-1660 Each 1.000 01 n j Type 31-Strong Post Anchor Terminal 0627-0011 Each 2.000 05 n j1 Temporary End Transition 4627-3020 Linear Foot 360.000 05 n Yes j1 Std Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' With 12" Paint Line And Delineators 0628-0010 Each 2.000 05 n j1 Reset Temporary End Transition 4628-3020 Linear Foot 360.000 05 n Yes j1 Std Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' With 12" Paint Line And Delineators 4633-0225 Linear Foot 798.000 01 n Yes k Proj Plain Concrete Mountable Curb, Type b , Accelerated Strength Concrete 4641-0005 Square Yard 137.000 01 n Yes k Proj Plain Cement Concrete Curb Gutter Accelerated Strength Concrete, 4" Reveal 4643-0001 Linear Foot 40.000 05 n Yes j1 Proj Temporary Concrete Barrier, Structure Mounted With 12" Paint Line And Delineators 4644-0001 Linear Foot 40.000 05 n Yes j1 Proj Temporary Concrete Barrier, Structure Mounted, Reset With 12" Paint Line And Delineators 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0696-0600 Each 2.000 05 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 2 0697-0600 Each 2.000 05 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 2 0802-0001 Cubic Yard 50.000 01 n c1, m Topsoil Furnished And Placed 0804-0001 Pound 19.000 01 n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 13.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 5.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 9.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0805-0050 Square Yard 448.000 01 n m3 Mulch Control Netting 0806-0113 Square Yard 92.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0845-0001 Dollar 4,000.000 $1.0000 $4,000.00 01 y m2 Unforeseen Water Pollution Control 0855-0003 Each 1.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 1.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 1.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0002 Each 2.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0012 Linear Foot 43.000 01 n m2 Compost Filter Sock, 12" Diameter 0867-0022 Linear Foot 35.000 01 n m2 Compost Filter Sock, 24" Diameter 4901-0001 Lump Sum 1.000 05 n Yes q Proj Maintenance And Protection Of Traffic During Construction With Additional Provisions 0901-0203 Each 1.000 05 n q Arrow Panel 0901-0231 Day 15.000 05 n q Additional Warning Lights, Type b 0901-0232 Day 15.000 05 n q Additional Warning Lights, Type c 0901-0240 Square Foot 350.000 05 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 4,014.000 05 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0324 Linear Foot 152.000 05 n o 24" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 7,133.000 05 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 415.000 05 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 333.000 05 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0451 Each 7.000 05 n q 3-Line Changeable Message Sign Without Telecommunications 0931-0001 Square Foot 151.000 01 n r Post Mounted Signs, Type b 0931-0003 Square Foot 128.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0932-0001 Square Foot 58.000 01 n r Post Mounted Signs, Type c 0935-0001 Square Foot 146.000 01 n r Post Mounted Signs, Type f 0936-0200 Square Foot 257.000 01 n r Structure Mounted Flat Sheet Aluminum Signs 0937-0106 Each 5.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0113 Each 5.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 4937-0301 Each 75.000 01 n Yes r Proj Flexible Delineator Post, Surface-Mount Type Sm-1, Yellow Post With Yellow Sheeting With Anchor 0945-0001 Each 3.000 01 n r Reset Post Mounted Signs, Type f 0951-4022 Each 3.000 01 n p Pedestrian Stub Pole, Type b 4952-1020 Each 1.000 01 n Yes p Std Nema Ts-1 Controller Assembly, Type 1 Mounting , On Existing Pad, With Queue Preemption, Upgraded Surge Protection 4952-1021 Each 1.000 01 n Yes p Proj Nema Ts-1 Controller Assembly, Type 2 Mounting , With Queue Preemption And Upgraded Surge Protection 0954-0011 Linear Foot 675.000 01 n p8 1 Inch Conduit 0954-0012 Linear Foot 170.000 01 n p8 2 Inch Conduit 4954-0012 Linear Foot 30.000 01 n Yes p8 Proj 2 Inch Conduit , Rigid Steel 0954-0013 Linear Foot 195.000 01 n p8 3 Inch Conduit 0954-0103 Linear Foot 520.000 01 n p8 Signal Cable, 12 Awg, 7 Conductor 0954-0151 Linear Foot 630.000 01 n c1, p8 Trench And Backfill, Type i 0954-0152 Linear Foot 166.000 01 n c1, p8 Trench And Backfill, Type Ii 0954-0153 Linear Foot 214.000 01 n c1, p8 Trench And Backfill, Type Iii 0954-0201 Linear Foot 350.000 01 n p8 Signal Cable, 14 Awg, 3 Conductor 0954-0202 Linear Foot 125.000 01 n p8 Signal Cable, 14 Awg, 5 Conductor 0954-0302 Each 1.000 01 n p8 Junction Box, Jb-27 4954-0402 Each 2.000 01 n Yes p8 Std Electrical Service, Type b , With Upgraded Surge Protection 4954-0600 Each 2.000 01 n Yes p8 Std Uninterruptible Power Supply (Ups) , With Cabinet Warning Light 0955-3208 Each 20.000 01 n p Vehicular Signal Head, Three 12" Sections 0955-3722 Each 8.000 01 n p Led Countdown Pedestrian Signal Head, Type a 0956-0001 Linear Foot 800.000 01 n p Detector Lead In Cable 0956-0101 Linear Foot 3,271.000 01 n p8 Loop Sensor 0956-0121 Each 18.000 01 n p Loop Amplifier, 1 Channel Shelf Mounted With Timer 4956-0500 Each 8.000 01 n Yes p Proj Pedestrian Push Button With Audio Actuation, Height Adjustment And Extension 0956-0802 Each 2.000 01 n p Acoustic Preemption System 4956-0850 Each 2.000 01 n Req p Std Gps Antenna And Receiver 0960-0008 Linear Foot 625.000 01 n o2 8" White Hot Thermoplastic Pavement Markings 0960-0021 Linear Foot 240.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0222 Each 6.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12' - 0" x 3' - 0" 0960-0224 Each 26.000 01** n o2 White Hot Thermoplastic Legend, "Left Arrow", 12' - 0" x 3' - 0" 0960-0226 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "Thru And Right Arrow", 20' - 0" x 3' - 7" 0960-0228 Each 6.000 01 n o2 White Hot Thermoplastic Legend, "Thru And Left Arrow", 20' - 0" x 3' - 7" 0962-1001 Linear Foot 13,924.000 01 n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 232.000 01 n o 4" Yellow Waterborne Pavement Markings 0962-1006 Linear Foot 7,288.000 01 n o 6" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 8,734.000 01** n o2, o3 Pavement Marking Removal 0966-0017 Each 50.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/b) 0966-0018 Each 57.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 0971-0001 Each 1.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 4.000 01 n r Remove Post Mounted Signs, Type f 5018-0050 Lump Sum 1.000 02 n Yes t1 Proj Removal Of Portion Of Existing Bridge Phased Removal 1019-0050 Square Yard 47.000 02 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) e 8510-0001 Lump Sum 1.000 02 n Yes s4 Std Precast Reinforced Concrete Box Culvert, As Designed, s-38238 a 1002-0053 Pound 5,511.000 02 n s7 Reinforcement Bars, Epoxy Coated a 1002-0152 Each 75.000 02 n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated o 8510-0002 Lump Sum 1.000 02 n s4 Std 14'-0" x 8'-0" Precast Reinforced Concrete Box Culvert With Precast End Sections o 8520-0001 Lump Sum 1.000 02 n s4 Std 14'-0" x 8'-0" Cast-In-Place Reinforced Concrete Box Culvert With Cast-In-Place End Sections 9000-0001 Cubic Yard 21.000 02 n s2 Proj Overexcavation And Backfilling With Class c Cement Concrete 9000-0002 Lump Sum 1.000 01 n h Proj Utility Relocation - Sanitary Sewer 9000-0003 Lump Sum 1.000 01 n m2 Proj Temporary Stream Bypass 9000-0004 Dollar 10,000.000 $1.0000 $10,000.00 05 y f1, f2, q Proj Repair Of Detour Route 9000-0005 Lump Sum 1.000 05 n p8 Proj Temporary Traffic Signals 9000-0007 Dollar 10,000.000 $1.0000 $10,000.00 05 y j3 Proj Repair Temporary Impact Attenuating Device 9000-0009 Dollar 15,000.000 $1.0000 $15,000.00 05 y q Proj Off-Duty Uniformed Police Officer 9000-0010 Dollar 35,000.000 $1.0000 $35,000.00 01 y p8 Std Unforeseen Traffic Signal Work 9000-0012 Linear Foot 405.000 05 n q Proj Temporary Lane Separator Curb 9000-0013 Linear Foot 320.000 05 n q Proj Reset Temporary Lane Separator Curb 9000-0014 Lump Sum 1.000 05 n p8 Proj Reprogramming Of Existing Controller 9000-0015 Cubic Yard 700.000 01 n v2 Proj Load, Transport, And Dispose Of Regulated Fill Or Residual/Non-Hazardous Waste 9000-5000 Each 1.000 01 n m2 Std Concrete Washout 9203-0101 Lump Sum 1.000 02 n c1, s5 Std Temporary Excavation Support And Protection System | ||||||||||||||||||||
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| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
