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Last Updated | 04/03/2020 10:01 AM |
Project Title | East Hillis Street |
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 | The description and location of the project is as follows. Replacement of the East Hillis Street Bridge over Jack's Run, with minimal approach roadway work including bituminous pavement, guiderail, signage, and other miscellaneous construction, as indicated on the approved drawings included in the bid package. The proposed project is located in Youngwood Borough and Hempfield Township, Westmoreland County from approximately Station 1+20 to Station 6+55 along East Hillis Street. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 399.000 01 n c Class 1 Excavation 0204-0150 Cubic Yard 5.000 01 n c1, h, s Class 4 Excavation 0205-0281 Cubic Yard 219.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0390 Ton 1.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 2a 0212-0001 Linear Foot 244.000 01 n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 434.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 339.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0213-0002 Dollar 1,000.000 $1.00 $1,000.00 01 y z Temporary Project Air Pollution Control 0311-0423 Square Yard 452.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0350-0106 Square Yard 452.000 01 n c, e Subbase 6" Depth (No. 2a) 0411-0483 Square Yard 1,105.000 01 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 0411-1495 Ton 18.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0411-6450 Square Yard 452.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0003 Square Yard 2,270.000 01 n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 80.000 01 n f4 Bituminous Prime Coat 0491-0013 Square Yard 656.000 01 n f3 Milling Of Bituminous Pavement Surface, 2" Depth, Milled Material Retained By Contractor 0608-0001 Lump Sum 1.000 04 n x Mobilization 0609-0004 Lump Sum 1.000 03 n x Inspector`s Field Office And Inspection Facilities, Type c 0609-0009 Lump Sum 1.000 03 n x Std Equipment Package 0610-7002 Linear Foot 244.000 01 n h2 6" Pavement Base Drain 0610-7400 Cubic Yard 4.000 01 n h2 Additional Coarse Aggregate For Extra Depth Pavement Base Drain 0615-0022 Linear Foot 19.000 01 n h2 6" Subsurface Drain Outlets 0615-0040 Each 3.000 01 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 3.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0620-0010 Each 4.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0400 Each 3.000 01 n j Terminal Section, Single 0620-1600 Linear Foot 38.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 100.000 01 n j Type 31-Sc Guide Rail 0620-1670 Each 1.000 01 n j Type 31-Strong Post In-Line Anchor 0630-0010 Linear Foot 30.000 01 n k Plain Cement Concrete Curb, Including Removal Of Existing Curb 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0688-0002 Lump Sum 1.000 03 n x Microcomputer With Battery Backup System, Type a 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0802-0001 Cubic Yard 12.000 01 n c1, m Topsoil Furnished And Placed 0803-0001 Cubic Yard 67.000 01 n c1, m Placing Stockpiled Topsoil 0804-0003 Pound 35.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 11.000 01 n m3 Seeding - Formula e, Including Mulch 0845-0001 Dollar 5,000.000 $1.00 $5,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 2.000 01 n c1 Rock Construction Entrance 4855-0003 Each 2.000 01 n Yes m2 Proj Pumped Water Filter Bag , Pump, And Hoses 0855-0004 Each 2.000 01 n m2 Replacement Pumped Water Filter Bag 0867-0018 Linear Foot 172.000 01 n m2 Compost Filter Sock, 18" Diameter 0867-0032 Linear Foot 55.000 01 n c1, h, m2 Compost Filter Sock, 32" Diameter 0901-0001 Lump Sum 1.000 05 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0231 Day 20.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 200.000 01 n q, r Additional Traffic Control Signs 0901-0451 Each 3.000 01 n q 3-Line Changeable Message Sign Without Telecommunications 0931-0003 Square Foot 39.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0937-0107 Each 9.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 6.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0937-0195 Each 2.000 01 n j1, r Barrier Mounted Delineator, Side Mount Type r, (w/w) 0937-0196 Each 2.000 01 n j1, r Barrier Mounted Delineator, Top Mount Type r, (w/w) 0960-0126 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "Rr Crossing", 6` - 6", 11` Lane Width (Includes "x", "Rr", And 2 Transverse Bands) 0962-1005 Linear Foot 1,220.000 01 n o 4" Yellow Waterborne Pavement Markings 0964-0021 Linear Foot 22.000 01 n o 24" White Epoxy Pavement Markings 0964-0151 Each 1.000 01 n o3 White Epoxy Legend, "Rr Crossing", 6` - 6", 11` Lane Width (Includes "x", "Rr", And 2 Transverse Bands) 0971-0001 Each 11.000 01 n r Remove Post Mounted Signs, Type b 0975-0001 Each 10.000 01 n r Remove Post Mounted Signs, Type f 1018-0001 Lump Sum 1.000 02 n t1 Std Removal Of Existing Bridge e 8010-0001 Lump Sum 1.000 02 n Yes s1 Std Bridge Structure, As Designed, l-45 a 1002-0053 Pound 41,526.000 02 n s7 Reinforcement Bars, Epoxy Coated a 1005-0500 Lump Sum 1.000 02 n u Steel Beam Test Piles, Hp12x74 a 1005-1104 Linear Foot 279.000 02 n u Steel Beam Bearing Piles, Hp12x74 a 1005-1211 Each 12.000 02 n u Steel Beam (Normal Duty) Pile Tip Reinforcement, Hp 12x74 a 1019-0050 Square Yard 436.000 02 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) a 9000-0500 Linear Foot 280.000 02 n c2 Proj Mandatory Pre-Drilling For Driven Piles o 8020-0001 Lump Sum 1.000 02 n s1 Std Prestressed Concrete Bridge Structure o 8030-0001 Lump Sum 1.000 02 n s1 Std Steel Bridge Structure 9000-0001 Lump Sum 1.000 01 n j2 Proj Remove, Store, And Reset Existing Bollards And Gate 9000-0002 Each 2.000 01 n m2 Proj Temporary Cofferdam 9000-0004 Dollar 5,000.000 $1.00 $5,000.00 01 y x Proj Repair Of Access Roads 9000-0010 Each 2.000 01 n c1, k Proj Grade Adjustment Of Municipality`s Existing Manholes, Adjustment Only 9000-0020 Dollar 65,000.000 $1.00 $65,000.00 01 y Zz Proj Off-Site Disposal Of Historic Fill 9000-0025 Lump Sum 1.000 01 n Zz Proj Health And Safety Plan (Hasp) |
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