Similar Projects
| Last Updated | 12/14/2018 05:59 AM |
| Project Title | D12 2018 Superstructures-1 |
| Physical Address | View project details and contacts |
| City, State (County) | PA (Washington 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 | $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 of the project is as follows. Superstructure replacement of 3 bridges in Washington County and 2 bridges in Westmoreland County. The work consists of abutment rehabilitation, beam replacement, deck replacement, minor approach work and other miscellaneous construction, as indicated on the approved drawings included in the bid package as follows STATE ROUTE 2023, SECTION 01M, in Carroll Township from segment 0180 offset 0524 to segment 0180 offset 1134. STATE ROUTE 3038, SECTION 01M, in North Franklin Township from T-504 (Ridgewood Dr.) to T-504 (Ridgewood Dr.). STATE ROUTE 4026, SECTION 02M, in Robinson Township from SR 4004 segment 0200 offset 2845 to SR 4026 segment 0010 offset 0899. STATE ROUTE 0259, SECTION 02M, in Fairfield Township and Bolivar Borough from segment 0280 offset 0939 to segment 0280 offset 1559. STATE ROUTE 0271, SECTION 04M, in Ligonier Township from segment 0030 offset 1084 to segment 0040 offset 0075. 0203-0001 Cubic Yard 703.000 01** n c Class 1 Excavation 0205-0363 Ton 414.000 01** n c1 Selected Borrow Excavation Rock, Class r-3 0205-0366 Ton 413.000 06** n c1 Selected Borrow Excavation Rock, Class r-6 0205-0381 Ton 198.000 01** n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0212-0014 Square Yard 611.000 01** n c3, h, m2 Geotextile, Class 4, Type a 0213-0002 Dollar 5,000.000 $1.0000 $5,000.00 01 y z Temporary Project Air Pollution Control 0311-0320 Square Yard 1,128.000 01** n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 0311-0323 Square Yard 92.000 14 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0311-0437 Ton 1,221.000 03 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 0311-0528 Square Yard 420.000 05 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 3 To < 10 Million Esals, 25.0 Mm Mix, 7" Depth 0350-0106 Square Yard 1,640.000 01** n c, e Subbase 6" Depth (No. 2a) 0411-0384 Square Yard 1,307.000 04 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-m 0411-0385 Square Yard 1,740.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0411-0483 Square Yard 4,521.000 03 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-g 0411-0582 Square Yard 1,077.000 05 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-1395 Ton 777.000 01** n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0411-6350 Square Yard 1,128.000 01** n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0411-6470 Ton 268.000 03 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0411-6550 Square Yard 420.000 05 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 3 To < 10 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0411-7370 Ton 44.000 01** n f Superpave Asphalt Mixture Design, Wma Binder Course (Leveling), Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix 0460-0003 Square Yard 17,106.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 947.000 01** n f4 Bituminous Prime Coat 0491-0013 Square Yard 7,006.000 01** n f3 Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0501-0020 Square Yard 70.000 03 n g, g1, k Plain Cement Concrete Pavement, 4" Depth 0606-0050 Set 6.000 03 n c1, k Grade Adjustment Of Existing Inlets 0608-0001 Lump Sum 1.000 13 n x Mobilization 0609-0003 Lump Sum 1.000 12 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 12 n x Std Equipment Package 0619-0459 Each 5.000 02** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 4620-0015 Each 9.000 01** n Yes j Proj Thrie-Beam To Vertical Wall Bridge Barrier Transition With Extra Length Posts 0620-0400 Each 5.000 03** n j Terminal Section, Single 0620-0503 Linear Foot 2,408.000 01** n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0870 Each 1.000 02 n j Anchored Backslope Terminal, Type 1 0620-0900 Each 1.000 02 n c1, j Remove Concrete Anchorage 0620-1605 Linear Foot 1,962.500 01** n j Type 31-s Guide Rail With Extra Length Posts 0620-1660 Each 5.000 03** n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 5.000 03** n j Type 31-Strong Post In-Line Anchor 0627-3020 Linear Foot 1,830.000 14 n j1 Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0628-3020 Linear Foot 320.000 14 n j1 Reset Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' 0630-0001 Linear Foot 124.000 03** n k Plain Cement Concrete Curb 0633-0225 Linear Foot 216.000 03 n k Plain Concrete Mountable Curb, Type b 0643-0001 Linear Foot 250.000 14 n j1 Temporary Concrete Barrier, Structure Mounted 0644-0001 Linear Foot 250.000 14 n j1 Temporary Concrete Barrier, Structure Mounted, Reset 0686-0010 Lump Sum 1.000 01 n x Construction Surveying, Type a 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0696-0610 Each 14.000 14 n j1 Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0697-0610 Each 6.000 14 n j1 Reset Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 0804-0003 Pound 39.000 01** n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 8.000 01** n m3 Seeding - Formula e, Including Mulch 4810-0024 Lump Sum 1.000 01** n Yes m1 Proj Tree Trimming To An Unlimited Height , Sr 2023 And Sr 0259 0811-0003 Linear Foot 1,032.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 5,000.000 $1.0000 $5,000.00 01 y m2 Unforeseen Water Pollution Control 0867-0012 Linear Foot 1,084.000 01** n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 14 n q Maintenance And Protection Of Traffic During Construction 0901-0121 Day 14.000 14 n q Speed Display Signs 0901-0203 Each 4.000 14 n q Arrow Panel 0901-0231 Day 350.000 14 n q Additional Warning Lights, Type b 0901-0232 Day 1,337.000 14 n q Additional Warning Lights, Type c 0901-0240 Square Foot 200.000 14 n q, r Additional Traffic Control Signs 0901-0451 Each 6.000 14 n q 3-Line Changeable Message Sign Without Telecommunications 4901-0702 Each 1.000 14 n Yes p, q Proj Temporary Traffic Signals (Portable Only) , Two Overhead Signals 4901-0730 Each 1.000 14 n Yes p, q Proj Temporary Traffic Signals (Portable Only) Including Reset Of Devices 4901-0731 Each 1.000 14 n Yes p, q Proj Temporary Traffic Signals (Portable Only) Including Reset Of Devices 0931-0003 Square Foot 152.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 88.000 01 n r Post Mounted Signs, Type f 0937-0076 Each 10.000 01 n o1, q Non Plowable Raised Pavement Markers (One Way w/b) 0937-0107 Each 60.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 60.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0937-0232 Each 10.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (w/w) 0941-0001 Each 5.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 5.000 01 n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 20,171.000 01** n o 4" White Waterborne Pavement Markings 0962-1004 Linear Foot 78.000 14 n o 24" White Waterborne Pavement Markings 0962-1005 Linear Foot 7,184.000 01 n o 4" Yellow Waterborne Pavement Markings 0963-0001 Square Foot 968.000 14 n o2, o3 Pavement Marking Removal 0971-0001 Each 6.000 01 n r Remove Post Mounted Signs, Type b 1002-0053 Pound 212,500.000 06** n s7 Reinforcement Bars, Epoxy Coated 5002-0152 Each 642.000 06** n Yes s7 Proj Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated , Including Reinforcement 5002-0153 Each 24.000 06** n Yes s7 Proj Mechanical Splice System For No. 6 Reinforcement Bars, Epoxy Coated , Including Reinforcement 5002-0155 Each 72.000 06** n Yes s7 Proj Mechanical Splice System For No. 8 Reinforcement Bars, Epoxy Coated , Including Reinforcement 1002-0220 Pound 840.000 06** n s7 Stainless Steel Reinforcement Bars 5018-0051 Lump Sum 1.000 08 n Yes t1 Proj Removal Of Portion Of Existing Bridge 4026 5018-0052 Lump Sum 1.000 09 n Yes t1 Proj Removal Of Portion Of Existing Bridge 0259 5018-0053 Lump Sum 1.000 06 n Yes t1 Proj Removal Of Portion Of Existing Bridge 2023 5018-0054 Lump Sum 1.000 07 n Yes t1 Proj Removal Of Portion Of Existing Bridge 3038 5018-0055 Lump Sum 1.000 10 n Yes t1 Proj Removal Of Portion Of Existing Bridge 0271 1090-0620 Square Foot 240.000 06** n s2 Proj Class a Cement Concrete Repairs 1091-0331 Linear Foot 150.000 06** n k1 Epoxy Injection Crack Seal 8010-0001 Lump Sum 1.000 08 n Yes s Std Prestressed Concrete Spread Box Beam Bridge Superstructure, 4026 8010-0002 Lump Sum 1.000 09 n Yes s1 Std Prestressed Concrete Spread Box Beam Bridge Superstructure, 0259 8010-0003 Lump Sum 1.000 06 n Yes s1 Std Prestressed Concrete Spread Box Beam Bridge Superstructure, 2023 8010-0004 Lump Sum 1.000 07 n Yes s Std Prestressed Concrete Spread Box Beam Bridge Superstructure, 3038 8010-0005 Lump Sum 1.000 10 n Yes s1 Std Prestressed Concrete Spread Box Beam Bridge Superstructure, 0271 8800-0001 Lump Sum 1.000 11 n h Proj Ltma Sr 0271 Waterline Relocation 9000-0001 Each 11.000 01** n j Proj Thrie-Beam To Vertical Wall Bridge Barrier Transition With Extra Length Posts, Narrow Termination Section 9000-0002 Dollar 6,000.000 $1.0000 $6,000.00 14 y j3 Proj Repair Temporary Impact Attenuating Device, Type v (Standard), Test Level 3 9000-0003 Dollar 200,000.000 $1.0000 $200,000.00 14 y f, f1 Proj Repair Of Detour Routes 9000-5000 Each 5.000 01** n m2 Std Concrete Washout 9203-0101 Lump Sum 1.000 09 n c1 Std Temporary Excavation Support And Protection System 0259 9203-0102 Lump Sum 1.000 06 n c1 Std Temporary Excavation Support And Protection System 2023 9203-0103 Lump Sum 1.000 10 n c1 Std Temporary Excavation Support And Protection System 0271 | ||||||||||||||||||||
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