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Last Updated | 04/17/2020 02:43 AM |
Project Title | Blue Ridge Ave Brg |
Physical Address | View project details and contacts |
City, State (County) | PA (Dauphin 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 | Bridge Replacement and other miscellaneous construction, as indicated on the approved drawings included in the bid package for state route 2030, section 006, in dauphin county lower paxton township from approximately 1,000 feet from Piketown Road at segment 40 offset 0 to approximately 175 feet from Piketown Road at segment 40 offset 846. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 712.000 01 n c Class 1 Excavation 0205-0263 Cubic Yard 95.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 4205-0263 Cubic Yard 176.000 01 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-3 Modified 0205-0264 Cubic Yard 225.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0266 Cubic Yard 24.000 01 n c1 Selected Borrow Excavation Rock, Class r-6 4205-0266 Cubic Yard 100.000 01 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-6 Modified 4205-0267 Cubic Yard 500.000 01 n Yes c1 Proj Selected Borrow Excavation Rock, Class r-7 Modified 0213-0002 Dollar 1,000.000 $1.00 $1,000.00 01 y z Temporary Project Air Pollution Control 0311-0423 Square Yard 739.000 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 0316-0423 Square Yard 47.000 01 n e, f1 Superpave Asphalt Mixture Design, Flexible Base Replacement, Pg 64-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4 1/2" Depth 0350-0108 Square Yard 932.000 01 n c, e Subbase 8" Depth (No. 2a) 0411-0482 Square Yard 1,659.000 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-h 0411-1495 Ton 59.000 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 739.000 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 0460-0001 Square Yard 3,258.000 01 n f4 Bituminous Tack Coat 0461-0002 Gallon 238.000 01 n f4 Bituminous Prime Coat 0491-0014 Square Yard 920.000 01 n f3 Milling Of Bituminous Pavement Surface, 2 1/2" Depth, Milled Material Retained By Contractor 4601-7305 Linear Foot 24.000 01 n Yes h Proj 12" Reinforced Concrete Pipe, Type b, 30` - 1.5` Fill Modified 4605-2399 Each 1.000 01 n Yes k Proj Spring Box Type a Modified 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0007 Lump Sum 1.000 01 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 01 n x Std Equipment Package 0615-0022 Linear Foot 44.000 01 n h2 6" Subsurface Drain Outlets 0615-0066 Each 4.000 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) 0620-0010 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 0620-0503 Linear Foot 483.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 288.000 01 n j Type 31-s Guide Rail 0620-1625 Linear Foot 50.000 01 n j Type 31-Sc Guide Rail 0620-1645 Linear Foot 88.000 01 n j Curved w-Beam Guide Rail At Intersections 0620-1670 Each 3.000 01 n j Type 31-Strong Post In-Line Anchor 0677-0001 Cubic Yard 25.000 01 n c1, e Selected Material Surfacing 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0689-0003 Lump Sum 1.000 01 n x Cpm Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 08 y x Internal Facilitation 0804-0011 Pound 13.000 01 n m3 Seeding And Soil Supplements - Formula b 0804-0013 Pound 50.000 01 n m3 Seeding And Soil Supplements - Formula d 0804-0014 Pound 1.000 01 n m3 Seeding - Formula e 0804-0021 Pound 1.000 01 n m3 Seeding And Soil Supplements - Formula w 0806-0113 Square Yard 1,472.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0811-0003 Linear Foot 149.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y m2 Unforeseen Water Pollution Control 0850-0021 Square Yard 32.000 01 n c1 Rock, Class r-3 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 0867-0022 Linear Foot 405.000 01 n m2 Compost Filter Sock, 24" Diameter 0901-0001 Lump Sum 1.000 01 n q Proj Maintenance And Protection Of Traffic During Construction 0901-0240 Square Foot 50.000 07 n q, r Additional Traffic Control Signs 0931-0001 Square Foot 18.000 01 n r Post Mounted Signs, Type b 0935-0001 Square Foot 7.000 01 n r Post Mounted Signs, Type f 0937-0219 Each 2.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type o, (w/w) 0937-0232 Each 2.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (w/w) 0962-1000 Linear Foot 1,125.000 01 n o 4" White Waterborne Pavement Markings 0962-1005 Linear Foot 1,006.000 01 n o 4" Yellow Waterborne Pavement Markings 5018-0001 Lump Sum 1.000 01 n Yes t1 Proj Removal Of Existing Bridge Modified e 8010-0001 Lump Sum 1.000 20 n Yes s1 Std Bridge Structure, As Designed,s-38358 a 1002-0052 Pound 28,649.000 20 n s7 Reinforcement Bars, Epoxy Coated a 1019-0050 Square Yard 265.000 20 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) o 8000-0001 Lump Sum 1.000 20 n s1 Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 20 n s1 Std Steel Bridge Structure 9000-0001 Linear Foot 236.000 01 n f, g4 Proj Sawcutting 9000-0002 Lump Sum 1.000 07 n q Proj Video Log Of Township Roads 9000-0003 Ton 125.000 07 n f1 Proj Repair Of Township Roads 9000-0004 Linear Foot 120.000 01 n m2 Proj Temporary Barrier Cofferdam 9000-0005 Each 1.000 01 n m, r Proj Mailbox Relocation 9000-0006 Linear Foot 48.000 01 n m2 Proj Reset Temporary Barrier Cofferdam 9000-0007 Linear Foot 70.000 01 n m2 Proj Turbidity Curtain 9000-0008 Each 1.000 01 n k1 Proj Dismantle And Reset Stone Masonary Headwall 9000-0301 Cubic Yard 10.000 01 n c1 Proj Over-Excavation And Backfilling With Class c Cement Concrete |
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