Geotechnical Maint 41

The Description And Location Of The Project Is As Follows: For The Remediation Of Damaged Roadway, Shoulder, And Other District Right-Of Way Areas Using h-Beam And Lagging Retaining Walls, Gabions, Dumped Rock, And Other Restoration Methods To Repair Washouts, Slopes, Drainage Systems, Asphalt Or Concrete Roadways, Shoulder Failures And Other Miscellaneous Construction, All As Specified In The Bid Package For Geotech Maintenance 41, In Allegheny, Beaver, And Lawrence Counties, Various Municipalities, Commonwealth Of Pennsylvania. This Project Being Situated As Follows: Along Various State Routes In Allegheny, Beaver, And Lawrence Counties. 4205-0364 Ton 1,000.000 01** n Yes c1 Proj Selected Borrow Excavation Rock, Class r-4 Modified 4205-0365 Ton 1,000.000 01** n Yes c1 Proj Selected Borrow Excavation Rock, Class r-5 Modified 4205-0367 Ton 1,356.000 01** n Yes c1 Proj Selected Borrow Excavation Rock, Class r-7 Modified 4205-0385 Ton 750.000 01** n Yes c1 Proj Selected Borrow Excavation, Coarse Aggregate, No. 57 Modified 4205-0390 Ton 750.000 01** n Yes c1 Proj Selected Borrow Excavation, Coarse Aggregate, No. 2a Modified 0313-0437 Ton 1,000.000 01** n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix 4350-0121 Ton 400.000 01** n Yes c, e Proj Subbase (No. 2a) Modified 0413-0254 Ton 907.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-e 0413-0256 Ton 907.000 01** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-g 0413-6047 Ton 1,714.000 01** n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0460-0002 Gallon 40.000 01** n f4 Bituminous Tack Coat 4601-0393 Linear Foot 130.000 01** n Yes h Proj 18" Corrugated Polyethylene (Pe) Culvert Pipe, Group v, 7'-2.5' Fill Modified 4601-0395 Linear Foot 90.000 01** n Yes h Proj 24" Corrugated Polyethylene (Pe) Culvert Pipe, Group v, 7'-2.5' Fill Modified 4601-4653 Linear Foot 100.000 01** n Yes h Proj 18" Corrugated Galvanized Steel Pipe, Type i, Polymer Coated, (2 2/3" x 1/2" Corrugations), 16 Gage, Shore/Trench Box Modified 4601-4655 Linear Foot 100.000 01** n Yes h Proj 24" Corrugated Galvanized Steel Pipe, Type i, Polymer Coated, (2 2/3" x 1/2" Corrugations), 16 Gage, Shore/Trench Box Modified 4601-7308 Linear Foot 72.000 01** n Yes h Proj 15" Reinforced Concrete Pipe, Type b, 20' - 1.5' Fill Modified 4601-7314 Linear Foot 112.000 01** n Yes h Proj 18" Reinforced Concrete Pipe, Type b, 20' - 1.5' Fill Modified 4601-7328 Linear Foot 90.000 01** n Yes h Proj 24" Reinforced Concrete Pipe, Type b, 20' - 1.5' Fill Modified 4601-7357 Linear Foot 50.000 01** n Yes h Proj 36" Reinforced Concrete Pipe, Type b, 25' - 1.5' Fill Modified 4601-7372 Linear Foot 60.000 01** n Yes h Proj 48" Reinforced Concrete Pipe, Type b, 20' - 1.5' Fill Modified 4608-0011 Dollar 5,000.000 $1.00 $5,000.00 01** y Yes x Std Pennsylvania Turnpike Insurance Modified 0609-0009 Lump Sum 1.000 94 n x Std Equipment Package 4626-0030 Cubic Yard 400.000 01** n Yes m2 Proj Corrosion Resistant Gabions, Type b Material 4627-3020 Linear Foot 175.000 01** n Yes j1 Std Temporary Barrier, Test Level 3, Barrier Deflection Distance < /=2' Modified 0689-0001 Lump Sum 1.000 01** n x Narrative Schedule 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01** y x Internal Facilitation 0695-0004 Square Foot 60.000 01** n k Detectable Warning Surface, Polymer Composite 4703-0020 Cubic Yard 370.000 01** n Yes c1, h Proj No. 1 Coarse Aggregate Modified 0804-0011 Pound 50.000 01** n m3 Seeding And Soil Supplements - Formula b 0805-0021 Ton 3.000 01** n m3 Mulching - Hay 0845-0001 Dollar 1,000.000 $1.00 $1,000.00 01** y m2 Unforeseen Water Pollution Control 4850-0031 Cubic Yard 4.000 01** n Yes c1 Proj Rock, Class r-3 Modified 4850-0034 Cubic Yard 119.000 01** n Yes c1 Proj Rock, Class r-6 Modified 0901-0100 Day 10.000 01** n q Shadow Vehicle 4901-0204 Day 150.000 01** n Yes q Proj Arrow Panel Pennsylvania Turnpike Right Of Way 0901-0451 Each 2.000 01** n q 3-Line Changeable Message Sign Without Telecommunications 1002-0053 Pound 500.000 01** n s7 Reinforcement Bars, Epoxy Coated 9000-0002 Hour 320.000 01** n c1 Proj Hi-Lift, 4 Cy, Rubber Tire 9000-0003 Hour 600.000 01** n c1 Proj Hi-Lift, 2 Cy, Rubber Tire 9000-0004 Hour 2,200.000 01** n c1 Proj Tri-Axle Truck, 10 Cy 9000-0005 Hour 100.000 01** n c1 Proj Pick-Up Truck, 3/4 Ton 9000-0006 Day 100.000 01** n c1 Proj Compressor, 100-300 Cfm 9000-0008 Hour 500.000 01** n c1 Proj Hydraulic Excavator, >10-20 Mt, 1 1/4 Cy 9000-0009 Hour 500.000 01** n c1 Proj Drop Deck, 2 Axle, 50 Ton 9000-0010 Hour 500.000 01** n c1 Proj Hydraulic Excavator, 2 Cy 9000-0011 Hour 295.000 01** n f Proj Asphalt Paver, Standard Width 8' Minimum - 16' Maximum 9000-0012 Hour 80.000 01** n f, f1 Proj Vibratory Or Oscillating Roller, Drum Width 60" Minimum-84" Maximum, 5-12 Ton 9000-0013 Hour 87.000 01** n c1 Proj Hydraulic Excavator, Truck Or Crawler Mounted, 10 Mt And Under, 1/2 Cy Bucket 9000-0014 Hour 70.000 01** n c1 Proj Skid Loader 9000-0015 Day 8.000 01** n c1 Proj Hydraulic Rock Splitter 9000-0016 Hour 10.000 01** n c1 Proj Skid Loader Standby 9000-0017 Hour 5,000.000 01** n c1 Proj Laborer - Regular Time 9000-0018 Hour 500.000 01** n c1 Proj Laborer - Premium Time 9000-0019 Hour 2,000.000 01** n c1 Proj Foreman - Regular Time 9000-0020 Hour 200.000 01** n c1 Proj Foreman - Premiuim Time 9000-0021 Hour 60.000 01** n c1 Proj Tractor, d-5 Minimum 9000-0022 Dollar 351,331.000 $1.00 $351,331.00 01** y c1 Proj Unforeseen Equipment, Labor And Materials 9000-0027 Hour 40.000 01** n c1 Proj Hi-Lift, 4 Cy Standby 9000-0029 Hour 10.000 01** n c2 Proj Seismic Monitoring 9000-0030 Hour 200.000 01** n c1 Proj Hi-Lift, 2 Cy Standby 9000-0031 Hour 80.000 01** n c1 Proj Tri-Axle Truck, 10 Cy Standby 9000-0032 Hour 10.000 01** n c1 Proj Pick-Up Truck, 3/4 Ton Standby 9000-0034 Hour 50.000 01** n c1 Proj Hydraulic Excavator, > 20-30 Mt, 2 Cy Standby 9000-0035 Hour 120.000 01** n c1 Proj Hydraulic Excavator, >10-20 Mt, 1 1/4 Cy Standby 9000-0036 Hour 44.000 01** n c1 Proj Drop Deck, 2 Axle, 50 Ton Standby 9000-0039 Hour 14.000 01** n c1 Proj Tractor, d-5 Minimum Standby 9000-0041 Hour 140.000 01** n f, f1 Proj Asphalt Paver, Standard Width 8' Minimum - 16' Maximum - Standby 9000-0042 Hour 39.000 01** n f, f1 Proj Vibratory Or Oscillating Roller, Drum Width 60" Minimum-84" Maximum, 5-12 Ton Standby 9000-0043 Hour 38.000 01** n c1 Proj Hydraulic Excavator, Truck Or Crawler Mounted, 10 Mt And Under, 1/2 Cy Bucket - Standby 9000-0044 Hour 700.000 01** n c1 Proj 1 1/2 Cy Loader Backhoe 9000-0045 Hour 70.000 01** n c1 Proj 1 1/2 Cy Loader Backhoe - Standby 9000-0047 Day 20.000 01** n c1 Proj Rock/Concrete Barrier, 5000 Pound Minimum 9000-0048 Hour 80.000 01** n c1 Proj Single Axle Dump Truck 9000-0049 Hour 200.000 01** n c1 Proj Tandem Axle Flatbed Truck 9000-0050 Day 20.000 01** n c1 Proj Walk Behind Vibratory Roller 9000-0051 Day 20.000 01** n c1 Proj Generator, 5000 Watt Minimum, With Small Hand Tools 9000-0054 Hour 20.000 01** n c1 Proj Single Axle Dump Truck Standby 9000-0055 Hour 20.000 01** n c1 Proj Tandem Axle Flatbed Truck Standby 9000-0057 Hour 90.000 01** n c1 Proj Vibratory Or Oscillating Roller, Drum Width 42" Minimum-59" Maximum, <5 Ton 9000-0058 Hour 20.000 01** n c1 Proj Vibratory Or Oscillating Roller, Drum Width 42" Minimum-59" Maximum, <5 Ton Standby 9000-0059 Day 20.000 01** n a Proj Brush Chipper 8" Diameter Minimum 9000-0060 Foot Board Meas 2,000.000 01** n s2 Proj Lumber 9000-0061 Cubic Yard 150.000 01** n s2 Proj Class a, Aa And h.e.s. Cement Concrete Special 9000-0062 Cubic Yard 200.000 01** n g Proj Plain Cement Concrete Special 9000-0063 Hour 400.000 01** n s2 Proj Carpenter - Regular Time 9000-0064 Hour 100.000 01** n s2 Proj Carpenter - Premium Time 9000-0065 Hour 300.000 01** n s2 Proj Cement Finisher - Regular Time 9000-0066 Hour 50.000 01** n s2 Proj Cement Finisher - Premium Time 9000-0067 Hour 400.000 01** n c1 Proj Operator - Regular Time 9000-0068 Hour 100.000 01** n c1 Proj Operator - Premium Time 9000-0069 Day 20.000 01** n c1 Proj Jumping Jack Rammer 9000-0070 Day 20.000 01** n c1 Proj Vibratory Plate Tamper 9000-0071 Day 10.000 01** n x Proj Portable Light Tower 9000-0072 Hour 20.000 01** n g4 Proj Walk Behind Concrete Saw 9000-0076 Hour 10.000 01** n c1 Proj Walk Behind Concrete Saw - Standby 9000-0077 Hour 40.000 01** n c1 Proj Single Axle Flatbed Truck 9000-0078 Hour 10.000 01** n c1 Proj Single Axle Flatbed Truck - Standby 9000-0079 Hour 100.000 01** n f, f1 Proj Aspahlt Paver, Standard Width 10' Minimum - 19" Maximum 9000-0080 Hour 50.000 01** n f, f1 Proj Asphalt Paver, Standard Width 10' Minimum - 19' Maximum - Standby 9000-0090 Each 8.000 01** n k Proj Manholes 5'-10' Depth Material 9000-0091 Each 8.000 01** n k Proj Type s, c, m Inlet 3-5' Depth Material 9000-0092 Linear Foot 500.000 01** n h2 Proj 6" u-Drain With Stone 9000-0093 Dollar 10,000.000 $1.00 $10,000.00 01** y q Proj Unforeseen Traffic Control 9000-0094 Dollar 20,000.000 $1.00 $20,000.00 01** y q, r Proj Required Traffic Control Signs 9000-0095 Square Foot 150.000 01** n q, r Proj Additional Traffic Control Signs 9000-0096 Day 115.000 01** n q Proj Arrow Panel 9000-0097 Hour 1,500.000 01** n q Proj Flagger - Regular Time 9000-0098 Hour 150.000 01** n q Proj Flagger - Premium Time 9000-0099 Day 100.000 01** n p8, q Proj Portable Three Line Message Sign 9000-0100 Hour 50.000 01** n c1 Proj Hydraulic Excavator, >30-40 Mt, 2.5 c.y. 9000-0101 Hour 10.000 01** n c1 Proj Hydraulic Excavator, >30-40 Mt, 2.5 c.y. - Standby 9000-5100 Lump Sum 1.000 01 n x Std Electronic Ticketing System

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 31 -	Earthwork, Slope Protection, Gabions.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings, Retaining Walls.
Division 33 -	Utilities, Storm Drainage Utilities, Storm Drainage Structures.