Similar Projects
| Last Updated | 03/29/2019 07:33 AM |
| Project Title | Butler Bypass |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Butler 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 | $15,000,000 to $19,999,999 |
| Plans Available from | |
| Owner | View project details and contacts |
| Architect | View project details and contacts |
| Description | Patch Existing Concrete Four-Lane Roadway And Overlay With Bituminous Binder And Wearing Courses; Update Drainage And Guide Rail; Replace Concrete Median Barrier; Preservation Work On Four Structures And Other Miscellaneous Construction, As Indicated On The Approved Drawings Included In The Bid Package For State Route 422, Section 230, In Butler County Butler And Summit Townships From Approximately 2380 Feet West Of The Sr 422/Sr 3039 Intersection At Eastbound Segment 0310 Offset 0768 And Westbound Segment 0311 Offset 0776 To Approximately 1200 Feet West Of The Sr 422/Sr 1025 Intersection At Eastbound Segment 0450 Offset 1269 And Westbound Segment 451 Offset 1232. 0203-0001 Cubic Yard 10,780.000 01 n c Class 1 Excavation 0203-0003 Cubic Yard 1,860.000 01 n c1 Class 1a Excavation 0203-0004 Cubic Yard 8,079.000 01 n c1 Class 1b Excavation 0205-0263 Cubic Yard 11,479.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0265 Cubic Yard 1,951.000 08 n c1 Selected Borrow Excavation Rock, Class r-5 0212-0014 Square Yard 7,754.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0213-0002 Dollar 500.000 $1.0000 $500.00 01 y z Temporary Project Air Pollution Control 0311-0437 Ton 9,416.000 08 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0350-0121 Ton 7,152.000 01 n c, e Subbase (No. 2a) 0404-0012 Dollar 134,400.000 $1.0000 $134,400.00 01 y e, f Bituminous Pavement Ride Quality Incentive, Schedule b 0405-0001 Dollar 49,500.000 $1.0000 $49,500.00 01 y x Bituminous Pavement Longitudinal Joint Density Incentive/Disincentive 0411-1995 Ton 12,838.000 08 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 76-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-l 0411-4981 Square Yard 238,547.000 08 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Rps, Pg 76-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-e 0411-6950 Square Yard 236,488.000 08 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 0460-0004 Gallon 49,886.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 4461-0001 Square Yard 52,514.000 01 n Yes f4 Proj Bituminous Prime Coat Modified 0467-0001 Square Yard 9,800.000 01 n f2 Heavy Duty Membranes 0491-0019 Square Yard 2,667.000 01 n f3 Milling Of Bituminous Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0525-0032 Square Foot 560.000 01 n g3 Concrete Pavement Partial-Depth Repair, Type 1, Rapid-Set 0525-0036 Linear Foot 2,000.000 01 n g4 Concrete Pavement Partial-Depth Repair, Joint Sealing 0601-5901 Linear Foot 6,205.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-5902 Linear Foot 2,775.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Over 36" e 0604-0315 Linear Foot 50.000 01 n h 24" Perforated Thermoplastic Pipe, Group Ip, 15'-1.5' Fill o 0604-7325 Linear Foot 50.000 n h 24" Reinforced Concrete Pipe, Type b, (Open Joint), 2' - 1.5' Fill o 0604-9395 Linear Foot 50.000 n h 24" Perforated Corrugated Aluminized Steel Pipe, Type i, (2 2/3" x 1/2" Corrugations), 14 Gage 0605-2731 Set 53.000 01 n k Type m Concrete Top Unit And Bicycle Safe Grate 4605-2740 Set 68.000 01 n Yes k Proj Type s Concrete Top Unit And Grate Modified 0605-2850 Each 7.000 01 n k Standard Inlet Box, Height < /= 10' 0605-2858 Each 1.000 01 n k Type 5 Inlet Box, Height < /= 10' 0607-0013 Vertical Foot 75.000 01 n k Rebuilt Inlet Box 4607-0013 Vertical Foot 114.000 01 n Yes k Proj Rebuilt Inlet Box Modified 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0002 Lump Sum 1.000 02 n x Inspector's Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 02 n x Equipment Package 0610-0002 Linear Foot 5,024.000 01 n h2 6" Pipe Underdrain Type i Backfill 0615-0022 Linear Foot 6.000 01 n h2 6" Subsurface Drain Outlets 0619-0470 Each 19.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3 (Energy Absorbing Terminals, Tangent) 0620-0010 Each 16.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 1.000 01 n j Terminal Section, Single 0620-0500 Linear Foot 7,450.000 01 n j Reset Guide Rail 0620-0503 Linear Foot 30,610.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0871 Each 30.000 01 n j Buried-In-Backslope Terminal 0620-0900 Each 30.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 5,625.000 01 n j Type 31-s Guide Rail 0620-1602 Linear Foot 16,500.000 01 n j Type 31-s Guide Rail With 8' Extra Length Posts 0620-1625 Linear Foot 825.000 01 n j Type 31-Sc Guide Rail 0620-1627 Linear Foot 9,768.000 01 n j Type 31-Sc Guide Rail With 8' Extra Length Posts 4620-1645 Linear Foot 38.000 01 n Yes j Proj Curved w-Beam Guide Rail At Intersections Modified 0620-1660 Each 1.000 01 n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 1.000 01 n j Type 31-Strong Post In-Line Anchor 0623-0001 Linear Foot 22,000.000 01 n j1 Concrete Median Barrier 4623-0001 Linear Foot 492.000 01 n Yes j1 Proj Concrete Median Barrier Modified 0623-0275 Linear Foot 22,000.000 01 n j1 Removal Of Existing Concrete Median Barrier 0627-3019 Linear Foot 9,502.000 01 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1' 0628-3019 Linear Foot 9,502.000 01 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=1' 0643-0001 Linear Foot 2,418.000 01 n j1 Temporary Concrete Barrier, Structure Mounted 0644-0001 Linear Foot 2,418.000 01 n j1 Temporary Concrete Barrier, Structure Mounted, Reset 0686-0040 Lump Sum 1.000 01 n x Construction Surveying, Type c 0689-0001 Lump Sum 1.000 01 n x Narrative Schedule 0696-0610 Each 10.000 01 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 4.000 01 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0845-0001 Dollar 500.000 $1.0000 $500.00 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 4.000 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 500.000 01 n q, r Additional Traffic Control Signs 0901-0270 Each 26.000 01 n q Sequential Warning Lights 0901-0320 Linear Foot 123,200.000 01 n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 122,000.000 01 n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 30,800.000 01 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0332 Linear Foot 19,300.000 01 n o 8" Standard Pavement Markings, Paint & Beads, White 0901-0461 Each 4.000 01 n q Full-Matrix Changeable Message Sign Without Telecommunications 0937-0104 Each 50.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 360.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0207 Each 760.000 01 n j1, r Barrier Mounted Delineator, Top And Side-Mount Type r, (y/b) 0937-0208 Each 110.000 01 n j1, r Barrier Mounted Delineator, Top And Side-Mount Type r, (w/b) 0937-0209 Each 380.000 01 n j1, r Barrier Mounted Delineator, Top And Side-Mount Type r, (y/y) 0937-0300 Each 11.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-1, White Post With White Sheeting 0937-0301 Each 10.000 01 n r Flexible Delineator Post, Surface-Mount Type Sm-1, Yellow Post With Yellow Sheeting 0937-0330 Each 160.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0333 Each 65.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0937-0339 Each 105.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 4962-1000 Linear Foot 61,000.000 01 n Yes o Proj 4" White Waterborne Pavement Markings Modified 4962-1001 Linear Foot 15,400.000 01 n Yes o Proj 6" White Waterborne Pavement Markings Modified 4962-1002 Linear Foot 9,650.000 01 n Yes o Proj 8" White Waterborne Pavement Markings Modified 4962-1005 Linear Foot 61,600.000 01 n Yes o Proj 4" Yellow Waterborne Pavement Markings Modified 0963-0001 Square Foot 1,461.000 01 n o2, o3 Pavement Marking Removal 0964-0001 Linear Foot 61,000.000 01 n o 4" White Epoxy Pavement Markings 0964-0002 Linear Foot 61,600.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 15,400.000 01** n o 6" White Epoxy Pavement Markings 0964-0008 Linear Foot 9,650.000 01 n o 8" White Epoxy Pavement Markings 0964-0011 Linear Foot 200.000 01 n o 12" White Epoxy Pavement Markings 0964-0021 Linear Foot 600.000 01 n o 24" White Epoxy Pavement Markings 0966-0014 Each 50.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/r) 0966-0015 Each 930.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/r) 0966-0017 Each 785.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/b) 0966-0300 Each 1,530.000 01 n o1 Snowplowable Raised Pavement Marker, Removal Without Replacement 1001-0000 Cubic Yard 42.000 04 n s9 Class Aaa Cement Concrete 1001-0001 Cubic Yard 17.000 04 n s2 Class Aa Cement Concrete 1002-0053 Pound 8,228.000 04** n s7 Reinforcement Bars, Epoxy Coated 1002-0151 Each 28.000 04 n s7 Mechanical Splice System For No. 4 Reinforcement Bars, Epoxy Coated 1002-0153 Each 64.000 04 n s7 Mechanical Splice System For No. 6 Reinforcement Bars, Epoxy Coated 1003-0008 Each 14.000 06 n s2 Dowel Holes, 18" Depth 1003-0010 Each 4.000 06 n s2 Dowel Holes, 22" Depth 1008-0001 Linear Foot 60.000 05 n t5 Preformed Neoprene Compression Joint Seal, 1/2" Movement 1018-0050 Lump Sum 1.000 06 n t1 Removal Of Portion Of Existing Bridge 1018-0051 Lump Sum 1.000 04 n t1 Removal Of Portion Of Existing Bridge 1019-0050 Square Yard 39.000 04** n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 1026-0015 Linear Foot 117.000 04 n t6 Neoprene Strip Seal Dam, (3" Movement) 1026-0017 Linear Foot 218.000 04 n t6 Neoprene Strip Seal Dam, (4" Movement) 1090-0610 Cubic Foot 42.000 06 n s2 Proj Class a Cement Concrete Repairs 1999-9999 Hour 2,000.000 03 n z Std Trainees 9000-0001 Cubic Yard 10.000 04** n s2 Proj Class Aa Cement Concrete, Modified 9000-1674 Dollar 275,000.000 $1.0000 $275,000.00 01 y Zz Proj Superpave Pwt Incentive 9040-0002 Square Foot 4,519.000 04** n s2 Proj Concrete Bridge Deck And Approach Slab Repair, Type 2 9042-0001 Square Yard 1,600.000 01 n k2, s2 Proj Latex Modified Concrete Wearing Surface, Variable Depth 9043-0101 Square Yard 9,874.000 04** n k2, s2 Std Epoxy-Based Surface Treatment For Bridge Decks 9205-0000 Cubic Yard 1,827.000 01 n c, e Proj Select Borrow Excavation 206 Rock 9422-0001 Ton 130.000 01 n f1 Proj Fj-1 For Filling In Existing Shoulder Rumble Strips And Pavement Markers 9422-0003 Ton 140.000 01 n f1 Proj Fj-1 For Spall Repair Prior To Overlay 9469-0001 Linear Foot 219,449.000 01 n f2 Proj Longitudinal Joint Sealing For New Pavement Surfaces 9469-0021 Linear Foot 1,285.000 04** n f2 Proj Asphalt Joint And Crack Sealing For Concrete (Sealinglongitudinal Barrier Joint) 9623-0001 Linear Foot 480.000 01 n j1 Proj Concrete Median Barrier 9679-0001 Pound 67,116.000 01 n g1 Proj Slab Stabilization, High Density Polyurethane | ||||||||||
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| Prospective Bidders | View project details and contacts | ||||||||||
| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
