SR 2064, Lime Hollow Road Slide

The description and location of the project is as follows: For construction and reestablishment of existing slopes with rock slopes, precast modular retaining walls, geosynthetic reinforced soil slopes, bituminous pavement, drainage, guiderail, pavement marking, and other miscellaneous construction, all within a length of 11,398 linear feet (2.15 miles) as indicated on the approved drawings included in the bid package for STATE ROUTE 2064 SECTION A02 (Lime Hollow Road) and STATE ROUTE 2058 SECTION A14 (Verona Road) in ALLEGHENY COUNTY, PENN HILLS TOWNSHIP, Commonwealth of Pennsylvania. This project being situated as follows: STATE ROUTE 2064 SECTION A02, from a point approximately 75 feet east of Coal Hollow Road at Segment 0010 Offset 0100 (Station 1+00) to the intersection with Althea Drive at Segment 0030 Offset 1255 (Station 64+77). STATE ROUTE 2058 SECTION A14, from a point approximately 570 feet east of Mount Carmel Road at Segment 0060 Offset 0631 (Station 23+31) to a point approximately 500 feet west of Sandy Creek Road at Segment 0080 Offset 0212 (Station 77+52). 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0201-0002 Lump Sum 1.000 02 n a Clearing And Grubbing 0203-0001 Cubic Yard 2,235.000 01** n c Class 1 Excavation 0203-0004 Cubic Yard 3,001.000 01** n c1 Class 1b Excavation 0205-0365 Ton 131.000 02 n c1 Selected Borrow Excavation Rock, Class r-5 0205-0366 Ton 2,244.000 01** n c1 Selected Borrow Excavation Rock, Class r-6 0205-0381 Ton 845.000 01** n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0212-0001 Linear Foot 150.000 01 n c3, h, m2 Geotextile, Class 1 0212-0016 Square Yard 529.000 01** n c3, h, m2 Geotextile, Class 4, Type c 0311-0337 Ton 2,353.000 01** n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0121 Ton 1,598.000 01** n c, e Subbase (No. 2a) 0411-0482 Square Yard 7,776.000 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 0411-0485 Square Yard 413.000 02 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-l 0411-6450 Square Yard 6,534.000 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 13,913.000 01** n f4 Bituminous Tack Coat (Ntt/Cntt) 0461-0001 Square Yard 884.000 01 n f4 Bituminous Prime Coat 0491-0012 Square Yard 1,445.000 01 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 4491-0012 Square Yard 1,668.000 02 n Yes f3 Std Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor Modified 0601-5901 Linear Foot 273.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" e 4601-7027 Linear Foot 20.000 02 n Yes h Std 24" Reinforced Concrete Pipe, Type a, 10` - 2` Fill, 100 Year Design Life Modified o 4601-8332 Linear Foot 20.000 01 n Yes h Std 24" Reinforced Concrete Pipe, Type b, 50` - 1.5` Fill Modified o 4601-0315 Linear Foot 20.000 01 n Yes h Std 24" Thermoplastic Pipe, Group i, 15`-1.5` Fill Modified 4601-7058 Linear Foot 20.000 01 n Yes h Std 36" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, 100 Year Design Life Modified 0605-1300 Each 4.000 01 n c1, h1 Cleaning Drainage Structures 0605-2600 Each 2.000 01 n k Type d Endwall 0605-2620 Each 1.000 01 n k Type d-w Endwall 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0003 Lump Sum 1.000 94 n x Inspector`s Field Office And Inspection Facilities, Type b 0609-0009 Lump Sum 1.000 94 n x Std Equipment Package 0610-0002 Linear Foot 805.000 01** n h2 6" Pipe Underdrain Type i Backfill 0619-0459 Each 12.000 01** n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 5.000 02 n j Terminal Section, Single 0620-0503 Linear Foot 4,914.000 01** n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 4,438.000 01** n j Type 31-s Guide Rail 0620-1625 Linear Foot 200.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 275.000 01** n j Type 31-Scc Guide Rail 0620-1670 Each 4.000 02 n j Type 31-Strong Post In-Line Anchor 0656-0001 Square Yard 5.000 01 n e, f Paved Shoulders, Type 6 4686-0030 Lump Sum 1.000 01 n Req x Proj Construction Surveying, Type b, Modified 0689-0005 Lump Sum 1.000 01 n x Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 01 y x Internal Facilitation 4802-0001 Cubic Yard 430.000 01** n Yes c1, m Std Topsoil Furnished And Placed Modified 4804-0001 Pound 19.000 01** n Yes m3 Std Seeding And Soil Supplements - Formula b, Including Mulch Modified 0804-0003 Pound 72.000 01** n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0006 Pound 31.000 01** n m3 Seeding And Soil Supplements - Formula l, Including Mulch 4804-0011 Pound 10.000 01** n Yes m3 Proj Seeding And Soil Supplements - Formula b Modified 0806-0121 Square Yard 198.000 01 n m2 Temporary Extended-Term, Rolled Erosion Control Product, Type 3b 0810-0024 Lump Sum 1.000 01 n m1 Tree Trimming To An Unlimited Height 0845-0001 Dollar 10,000.000 $1.00 $10,000.00 01** y m2 Unforeseen Water Pollution Control 0849-0010 Each 26.000 01** n c1 Rock Construction Entrance 0855-0003 Each 21.000 01** n m2 Pumped Water Filter Bag 0855-0004 Each 7.000 02 n m2 Replacement Pumped Water Filter Bag 0860-0000 Each 14.000 01** n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 7.000 01 n m2 Inlet Filter Bag For Type s Inlet 0867-0012 Linear Foot 3,110.000 01** n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 120.000 01** n q Additional Warning Lights, Type b 0901-0232 Day 120.000 01** n q Additional Warning Lights, Type c 0901-0240 Square Foot 500.000 01** n q, r Additional Traffic Control Signs 0901-0450 Each 4.000 01** n q 3-Line Changeable Message Sign With Telecommunications 4962-1001 Linear Foot 6,610.000 01** n Yes o Std 6" White Waterborne Pavement Markings Modified 4962-1005 Linear Foot 6,610.000 01** n Yes o Std 4" Yellow Waterborne Pavement Markings Modified 0966-0011 Each 8.000 02 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/y) 8622-0003 Lump Sum 1.000 11 n Yes s5 Std Precast Modular Retaining Wall Systems (As Designed), s-39135 8622-0004 Lump Sum 1.000 12 n Yes s5 Std Precast Modular Retaining Wall Systems (As Designed), s-39136 8622-0005 Lump Sum 1.000 13 n Yes s5 Std Precast Modular Retaining Wall Systems (As Designed), s-39137 8622-0006 Lump Sum 1.000 14 n Yes s5 Std Precast Modular Retaining Wall Systems (As Designed), s-39138 8622-0007 Lump Sum 1.000 15 n Yes s5 Std Precast Modular Retaining Wall Systems (As Designed), s-39139 8622-0008 Lump Sum 1.000 16 n Yes s5 Std Precast Modular Retaining Wall Systems (As Designed), s-39140 8622-0009 Lump Sum 1.000 17 n Yes s5 Std Precast Modular Retaining Wall Systems (As Designed), s-39141 8622-0010 Lump Sum 1.000 18 n Yes s5 Std Precast Modular Retaining Wall Systems (As Designed), s-39142 8622-0011 Lump Sum 1.000 19 n Yes s5 Std Precast Modular Retaining Wall Systems (As Designed), s-39143 8622-0012 Lump Sum 1.000 21 n Yes s5 Std Precast Modular Retaining Wall Systems (As Designed), s-39145 8622-0013 Lump Sum 1.000 20 n Yes s5 Std Precast Modular Retaining Wall Systems (As Designed), s-39144 8622-0017 Lump Sum 1.000 25 n Yes s5 Std Precast Modular Retaining Wall Systems (As Designed) s-39146 (1) 8622-0018 Lump Sum 1.000 26 n Yes s5 Std Precast Modular Retaining Wall Systems (As Designed) s-39146 (2) 8622-0019 Lump Sum 1.000 27 n Yes s5 Std Precast Modular Retaining Wall Systems (As Designed) s-39146 (3) 8622-0020 Lump Sum 1.000 28 n Yes s5 Std Precast Modular Retaining Wall Systems (As Designed) s-39147 8622-0021 Lump Sum 1.000 29 n Yes s5 Std Precast Modular Retaining Wall Systems (As Designed) s-39148 8622-0022 Lump Sum 1.000 30 n Yes s5 Std Precast Modular Retaining Wall Systems (As Designed) s-39149 8622-0023 Lump Sum 1.000 31 n Yes s5 Std Precast Modular Retaining Wall Systems (As Designed) s-39150 9000-0001 Dollar 23,150.000 $1.00 $23,150.00 01** y x Proj Utility Investigation And Test Holes 9000-0008 Cubic Yard 3.000 01** n h Std Concrete Pipe Collar 9000-0009 Dollar 30,000.000 $1.00 $30,000.00 01** y c1, s5 Proj Temporary Excavation Support And Protection System 9000-0500 Linear Foot 2,240.000 01** n c1, h, m2 Proj Temporary Cofferdam 9000-0501 Each 21.000 01** n m2 Proj Dewatering Pump 9000-0502 Lump Sum 1.000 01 n c1, h, m2 Proj Temporary Stream Diversion 1 9000-0503 Lump Sum 1.000 01 n c1, h, m2 Proj Temporary Stream Diversion 2 9000-0509 Cubic Foot 120.000 01 n c1, m2 Proj Intrustion Grout Bags 9000-1003 Lump Sum 1.000 01 n c1 Proj Channel Debris Removal 9000-1004 Lump Sum 1.000 02 n c1 Proj Channel Debris Removal 9000-6056 Each 1.000 01 n k Std Core Hole In Inlet Box 9000-9011 Dollar 15,000.000 $1.00 $15,000.00 01 y x Std Off Duty Uniformed Police Officer 9218-0200 Square Foot 3,402.000 01 n c1 Std Geosynthetic Reinforced Soil (Grs) Slopes - Type a

Division 31 -	Earthwork, Erosion and Sedimentation Controls.
Division 33 -	Utilities, Storm Drainage Utilities, Ponds and Reservoirs.
Division 35 -	Waterway and Marine Construction, Shoreline Protection, Waterway Construction and Equipment.