Similar Projects
| Last Updated | 12/14/2018 05:40 AM |
| Project Title | D12 2018 Superstructures-2 |
| Physical Address | View project details and contacts |
| City, State (County) | (Fayette, Greene, Westmoreland Counties) |
| 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 | The description and location of the project is as follows. Superstructure replacement of 1 bridge located in Fayette County, 3 bridges located in Greene County, and 1 Bridge located 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 3013, SECTION 15M, IN German Township from segment 0080 offset 0342 to segment 0080 offset 0982. STATE ROUTE 2017, SECTION 01M, in Cumberland Township from segment 0080 offset 2348 to segment 0080 offset 2958. STATE ROUTE 4017, SECTION 03M, in Center Township from segment 0010 offset 3115 to segment 0020 offset 0108. STATE ROUTE 4021, SECTION 01M, in Morris Township from segment 0040 offset 2689 to segment 0050 offset 0302. STATE ROUTE 0381, SECTION 02M, in Donegal Township from segment 0030 offset 0239 to segment 0030 offset 0949. 0201-0001 Lump Sum 1.000 04 n a Clearing And Grubbing 0203-0001 Cubic Yard 582.000 01** n c Class 1 Excavation 0205-0363 Ton 142.000 01** n c1 Selected Borrow Excavation Rock, Class r-3 0205-0366 Ton 376.000 06** n c1 Selected Borrow Excavation Rock, Class r-6 0205-0381 Ton 62.000 01** n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0212-0014 Square Yard 67.000 05 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 1,339.000 01** n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 3" Depth 0311-0322 Square Yard 281.000 01** n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 4" Depth 0350-0106 Square Yard 1,618.000 01** n c, e Subbase 6" Depth (No. 2a) 0411-0385 Square Yard 4,186.000 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 0411-1395 Ton 287.000 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 1,339.000 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 0411-7370 Ton 29.000 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 8,372.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 868.000 01** n f4 Bituminous Prime Coat 0491-0013 Square Yard 2,568.000 01** n f3 Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0608-0001 Lump Sum 1.000 12 n x Mobilization 0609-0003 Lump Sum 1.000 11 n x Inspector's Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 11 n x Std Equipment Package 0619-0459 Each 8.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 4620-0015 Each 4.000 01** n Yes j Proj Thrie-Beam To Vertical Wall Bridge Barrier Transition With Extra Length Posts 0620-0400 Each 6.000 01** n j Terminal Section, Single 0620-0503 Linear Foot 1,549.000 01** n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0870 Each 1.000 03 n j Anchored Backslope Terminal, Type 1 0620-1605 Linear Foot 1,687.500 01** n j Type 31-s Guide Rail With Extra Length Posts 0620-1660 Each 6.000 01** n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 6.000 01** n j Type 31-Strong Post In-Line Anchor 0686-0010 Lump Sum 1.000 01 n x Construction Surveying, Type a 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0804-0003 Pound 14.000 01** n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 5.000 01** n m3 Seeding - Formula e, Including Mulch 4810-0024 Lump Sum 1.000 04 n Yes m1 Proj Tree Trimming To An Unlimited Height , Sr 4021 0811-0003 Linear Foot 94.000 02 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 13 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 840.000 13 n q Additional Warning Lights, Type b 0901-0240 Square Foot 200.000 13 n q, r Additional Traffic Control Signs 0931-0003 Square Foot 83.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0935-0001 Square Foot 3.000 05 n r Post Mounted Signs, Type f 0937-0076 Each 12.000 01 n o1, q Non Plowable Raised Pavement Markers (One Way w/b) 0937-0107 Each 45.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 45.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0937-0232 Each 12.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (w/w) 0941-0001 Each 1.000 01 n r Reset Post Mounted Signs, Type b 0945-0001 Each 3.000 01 n r Reset Post Mounted Signs, Type f 0962-1000 Linear Foot 2,040.000 05 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 2,040.000 05 n o 4" Yellow Waterborne Pavement Markings 0971-0001 Each 9.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 4.000 01 n r Remove Post Mounted Signs, Type f 1002-0053 Pound 77,000.000 06** n s7 Reinforcement Bars, Epoxy Coated 1002-0220 Pound 520.000 06** n s7 Stainless Steel Reinforcement Bars 1017-0000 Linear Foot 159.000 09 n k1 Pressure Mortar Pointing 5018-0051 Lump Sum 1.000 10 n Yes t1 Proj Removal Of Portion Of Existing Bridge 0381 5018-0052 Lump Sum 1.000 07 n Yes t1 Proj Removal Of Portion Of Existing Bridge 2017 5018-0053 Lump Sum 1.000 06 n Yes t1 Proj Removal Of Portion Of Existing Bridge 3013 5018-0054 Lump Sum 1.000 09 n Yes t1 Proj Removal Of Portion Of Existing Bridge 4021 5018-0055 Lump Sum 1.000 08 n Yes t1 Proj Removal Of Portion Of Existing Bridge 4017 1090-0620 Square Foot 180.000 06** n s2 Proj Class a Cement Concrete Repairs 1091-0331 Linear Foot 125.000 06** n k1 Epoxy Injection Crack Seal 8010-0001 Lump Sum 1.000 10 n Yes s1 Std Prestressed Concrete Spread Box Beam Bridge Superstructure, 0381 8010-0002 Lump Sum 1.000 07 n Yes s1 Std Prestressed Concrete Spread Box Beam Bridge Superstructure, 2017 8010-0003 Lump Sum 1.000 06 n Yes s1 Std Prestressed Concrete Spread Box Beam Bridge Superstructure, 3013 8020-0001 Lump Sum 1.000 09 n Yes s1 Std Prestressed Adjacent Box Beam Bridge Superstructure, 4021 8020-0002 Lump Sum 1.000 08 n Yes s1 Std Prestressed Adjacent Box Beam Bridge Superstructure, 4017 9000-0001 Each 16.000 01** n j Proj Thrie-Beam To Vertical Wall Bridge Barrier Transition With Extra Length Posts, Narrow Termination Section 9000-0003 Dollar 200,000.000 $1.0000 $200,000.00 13 y f, f1 Proj Repair Of Detour Routes 9000-5000 Each 5.000 01** n m2 Std Concrete Washout | ||||||||||||||||||||
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| Project Documents |
 Engineered Spec Sheet  Architectural Plans  Other Documents |
