Pine Creek Br 6 (PS06)

The description and location of the project is as follows: For the existing structure replacement, full depth pavement, drainage, guide rail, signing, pavement marking, and other miscellaneous construction, all within a length of 305.64 Linear Feet (0.058 miles) as indicated on the approved drawings included in the Bid Package for PINE CREEK SOUTH BRANCH BRIDGE NO.6, in ALLEGHENY COUNTY, SHALER TOWNSHIP, Commonwealth of Pennsylvania. The project being situated as follows: From a point approximately 3,100 feet west of the intersection of Vilsack Road and Mount Royal Boulevard (SR 4019) at Station 12+25.00 to a point approximately 3,500 feet east of the intersection of Vilsack Road and Thompson Run Road at Station 16+33.00. 0201-0001 Lump Sum 1.000 01 N A Clearing And Grubbing 0203-0001 Cubic Yard 1,063.000 01 N C Class 1 Excavation 0203-0006 Linear Foot 101.000 01 N G4 Saw Cutting 0204-0001 Cubic Yard 361.000 01 N C1, H Class 2 Excavation 4205-0390 Ton 60.000 01 N Req C1 Std Selected Borrow Excavation, Coarse Aggregate, No. 2a 0208-0001 Hour 4.000 01 N C Special Rolling 0212-0014 Square Yard 2,598.000 01 N C3, H, M2 Geotextile, Class 4, Type A 0313-0426 Square Yard 917.000 01 N E Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 6" Depth 0350-0106 Square Yard 924.000 01 N C, E Subbase 6" Depth (No. 2a) 0413-0245 Square Yard 965.000 01 N F Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-H 0413-0255 Ton 3.000 01 N F Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-H 0413-6045 Square Yard 929.000 01 N F Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001 Square Yard 1,887.000 01 N F4 Asphalt Tack Coat 0461-0002 Gallon 63.000 01 N F4 Asphalt Prime Coat 0491-0012 Square Yard 29.000 01 N F3 Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0491-0017 Square Yard 12.000 01 N F3 Milling Of Asphalt Pavement Surface, 4" Depth, Milled Material Retained By Contractor 0501-0020 Square Yard 7.000 01 N G, G1, K Plain Cement Concrete Pavement, 4" Depth 0601-7313 Linear Foot 88.000 01 N H 18" Reinforced Concrete Pipe, Type B, 15' - 1.5' Fill 0605-2781 Set 3.000 01 N K Type M Frame And Bicycle Safe Grate 0605-2850 Each 3.000 01 N K Standard Inlet Box, Height < /= 10' 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 0610-7002 Linear Foot 396.000 01 N H2 6" Pavement Base Drain 0615-0022 Linear Foot 14.000 01 N H2 6" Subsurface Drain Outlets 0615-0040 Each 2.000 01 N H2 Subsurface Drain Outlet Endwall 0615-0066 Each 2.000 01 N C1, H2, R 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 2.000 01 N J1, J3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 3.000 01 N J Terminal Section, Single 0620-0503 Linear Foot 428.000 01 N C1, J Remove Existing Guide Rail (Contractor'S Property) 0620-1600 Linear Foot 238.000 01 N J Type 31-S Guide Rail 0620-1625 Linear Foot 88.000 01 N J Type 31-Sc Guide Rail 0620-1635 Linear Foot 38.000 01 N J Type 31-Scc Guide Rail 0620-1670 Each 1.000 01 N J Type 31-Strong Post In-Line Anchor 0627-2150 Linear Foot 48.000 01 N J1 Temporary Barrier, Test Level 2, Barrier Deflection Distance < /=15' 0686-0050 Lump Sum 1.000 01 N X Construction Surveying, Type D 0689-0005 Lump Sum 1.000 01 N X Cpm Schedule, With Updates 0690-0001 Dollar 1,000.000 $1.00 $1,000.00 94 Y X Internal Facilitation 0703-0020 Cubic Yard 229.000 01 N C1, H No. 1 Coarse Aggregate 4802-0001 Cubic Yard 262.000 01 N Req C1, M Std Topsoil Furnished And Placed 0804-0003 Pound 27.000 01 N M3 Seeding And Soil Supplements - Formula D, Including Mulch 0804-0004 Pound 16.000 01 N M3 Seeding - Formula E, Including Mulch 0804-0006 Pound 50.000 01 N M3 Seeding And Soil Supplements - Formula L, Including Mulch 0806-0113 Square Yard 1,037.000 01 N M2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0845-0001 Dollar 1,500.000 $1.00 $1,500.00 01 Y M2 Unforeseen Water Pollution Control 0849-0010 Each 2.000 01 N C1 Rock Construction Entrance 0850-0032 Cubic Yard 265.000 01 N C1 Rock, Class R-4 0850-0034 Cubic Yard 146.000 01 N C1 Rock, Class R-6 0850-0036 Cubic Yard 351.000 01 N C1 Rock, Class R-8 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 0860-0001 Each 3.000 01 N M2 Inlet Filter Bag For Type S Inlet 0867-0018 Linear Foot 264.000 01 N M2 Compost Filter Sock, 18" Diameter 0901-0001 Lump Sum 1.000 01 N Q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 60.000 01 N Q Additional Warning Lights, Type B 0901-0240 Square Foot 100.000 01 N Q, R Additional Traffic Control Signs 0937-0107 Each 15.000 01 N J, R Guide Rail Mounted Delineator Type B, (W/W) 0937-0114 Each 15.000 01 N J, R Guide Rail Mounted Delineator Type D, (W/W) 0937-0320 Each 3.000 01 N R Flexible Delineator Post, Ground-Mount Type Gm-1, White Post With White Sheeting 0941-0001 Each 2.000 01 N R Reset Post Mounted Signs, Type B 0945-0001 Each 2.000 01 N R Reset Post Mounted Signs, Type F 4962-1001 Linear Foot 1,074.000 01 N Req O Std 6" White Waterborne Pavement Markings 4962-1005 Linear Foot 1,074.000 01 N Req O Std 4" Yellow Waterborne Pavement Markings 4971-0001 Each 5.000 01 N Req R Std Remove Post Mounted Signs, Type B 5018-0001 Lump Sum 1.000 01 N Req T1 Proj Removal Of Existing Bridge E 8550-0001 Lump Sum 1.000 11 N Yes S4 Std Precast Reinforced Concrete Arch Culvert, As Designed, L-113 A 1001-1140 Cubic Yard 16.000 11 N K Class C Cement Concrete A 1002-0053 Pound 28,518.000 11 N S7 Reinforcement Bars, Epoxy Coated O 8430-0002 Lump Sum 1.000 11 N S4 Std Cast-In-Place Concrete Arch 9000-0001 Cubic Yard 100.000 01 N S4 Proj Grout For Grouted Rock 9000-0002 Lump Sum 1.000 11 N S4 Proj Bridge Identification Plaque 9000-0004 Lump Sum 1.000 01 N X Proj Temporary Stream Diversion 9000-0050 Lump Sum 1.000 01 N H Proj Temporary Drainage Pipe Modification 9000-0099 Each 1.000 01 N M2 Proj Rock Filter Outlet 9000-2081 Cubic Yard 299.000 01 N C1 Std As Directed Subgrade Undercut 9000-5102 Cubic Yard 189.000 01 N C1 Proj Selected Borrow Excavation, Ptm 510 Rock 9203-0101 Lump Sum 1.000 11 N C1 Std

Bridge, New Construction.

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 -	Concrete, Concrete Reinforcing, Cast-in-Place Concrete, Precast Structural Concrete.
Division 05 -	Metals, Structural Steel Framing, Structural Steel for Bridges, Steel Joist Framing, Steel Joist Girder Framing.
Division 07 -	Thermal and Moisture Protection, Expansion Control.
Division 09 -	Finishes, High-Performance Coatings.
Division 10 -	Specialties, Signage, Traffic Signage.
Division 26 -	Electrical, Exterior Lighting, Lighting Poles and Standards, Roadway Lighting.
Division 31 -	Earthwork, Embankments, Erosion and Sedimentation Controls, Slope Protection, Gabions, Riprap, Special Foundations and Load-Bearing Elements, Driven Piles.
Division 32 -	Exterior Improvements, Bases, Ballasts, and Paving, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings, Fences and Gates, Retaining Walls.
Division 33 -	Utilities, Storm Drainage Utilities, Ponds and Reservoirs, Storm Drainage Structures.
Division 34 -	Transportation, Roadway Construction, Vehicle Barriers, Impact Attenuating Devices, Bridges.
Division 35 -	Waterway and Marine Construction, Shoreline Protection, Waterway Construction and Equipment.