Dooker's Hollow BR (DK01)

This work is the replacement of the existing two lane, 4-span steel deck truss structure (Dookers Hollow Bridge) carrying Bell Avenue over O'Connell Boulevard including approach pavement, drainage, street lighting and miscellaneous construction, as indicated on the approved drawings included in the bid package for dookers hollow bridge (dk01) in allegheny county, north braddock and east pittsburgh boroughs from approximately .2 miles east of the intersection with Keller Road at station 20+25.00 to approximately .3 miles west of the intersection with State Route 30 at station 32+04. The description and location of the project is as follows: This project involves the reconstruction of the County owned Dooker's Hollow Bridge with a 5 span, 2 lane, steel girder bridge, and other miscellaneous construction, all as indicated on the drawings approved TBD for Local Road, Bell Ave., in Allegheny County, North Braddock Borough, over O’Connell Boulevard. 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0202-0001 Lump Sum 1.000 01 n b Demolition 0202-0002 Lump Sum 1.000 01 n b Demolition 0203-0001 Cubic Yard 3,548.000 01 n c Class 1 Excavation 0203-0004 Cubic Yard 37.000 01 n c1 Class 1b Excavation 0204-0001 Cubic Yard 366.000 01 n c1, h Class 2 Excavation 0204-0100 Cubic Yard 74.000 11 n c1, s1, t1 Class 3 Excavation 0208-0001 Hour 1.000 01 n c Special Rolling 0212-0001 Linear Foot 411.000 01 n c3, h, m2 Geotextile, Class 1 0311-0324 Square Yard 458.000 01 n e Superpave Asphalt Mixture Design, Wma Base Course, Pg 64-22, < 0.3 Million Esals, 25.0 Mm Mix, 5" Depth 0350-0104 Square Yard 152.000 01 n c, e Subbase 4" Depth (No. 2a) 0350-0106 Square Yard 1,086.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0121 Ton 102.000 01 n c, e Subbase (No. 2a) 0411-0385 Square Yard 1,825.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-l 0411-0582 Square Yard 874.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course, Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-h 0411-1592 Ton 25.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Leveling), Pg 64-22, 3 To < 10 Million Esals, 9.5 Mm Mix, Srl-h 0411-2395 Ton 18.000 01 n f Superpave Asphalt Mixture Design, Wma Wearing Course (Scratch), Pg 64-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0411-6350 Square Yard 458.000 01 n f Superpave Asphalt Mixture Design, Wma Binder Course, Pg 64-22, < 0.3 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0460-0001 Square Yard 3,714.000 01 n f4 Bituminous Tack Coat 0491-0012 Square Yard 1,556.000 01 n f3 Milling Of Bituminous Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor 0501-0124 Square Yard 152.000 01 n g h.e.s. Plain Cement Concrete Pavement, 6" Depth 0501-0200 Square Yard 353.000 01 n g Reinforced Cement Concrete Pavement, 8" Depth 0501-0304 Square Yard 464.000 01 n g h.e.s. Reinforced Cement Concrete Pavement, 12" Depth e 4601-0493 Linear Foot 411.000 01 n Req h Std 18" Corrugated Polyethylene (Pe) Culvert Pipe, Group v, 7`-2.5` Fill, Shore/Trench Box o 4601-4683 Linear Foot 411.000 01 n Req h Std 18" Corrugated Galvanized Steel Pipe, Type i, Polymer Coated, (2 2/3" x 1/2" Corrugations), 14 Gage, Shore/Trench Box o 4601-5023 Linear Foot 411.000 01 n Req h Std 18" Corrugated Aluminum Alloy Pipe, Type i, (2 2/3" x 1/2" Corrugations), 16 Gage, Shore/Trench Box 4601-0760 Linear Foot 140.000 01 n Req h Std 12" Ductile Iron Pipe e 4601-1663 Linear Foot 105.000 01 n Req h Std 18" Spiral Rib Aluminized Steel Pipe, Type Ir, (3/4" x 3/4" x 7 1/2" Corrugations), 16 Gage o 4601-7313 Linear Foot 105.000 01 n Req h Std 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill 0601-5901 Linear Foot 70.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0605-2401 Set 4.000 01 n k Manhole Frame And Cover 0605-2711 Set 3.000 01 n k Type c Concrete Top Unit And Bicycle Safe Grate 0605-2850 Each 3.000 01 n k Standard Inlet Box, Height < /= 10` 0605-3011 Each 4.000 01 n k Type 4 Manhole, Storm Water, Height >5` And < /= 10` 0608-0001 Lump Sum 1.000 01 n x Mobilization 0609-0002 Lump Sum 1.000 94 n x Inspector`s Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 94 n x Std Equipment Package 0610-7002 Linear Foot 401.000 01 n h2 6" Pavement Base Drain 0612-0001 Linear Foot 84.000 01 n c1, h Subgrade Drains 0615-0022 Linear Foot 124.000 01 n h2 6" Subsurface Drain Outlets 0615-0050 Each 2.000 01 n h2 Subsurface Drain Outlet Endwall (Sloped) 0615-0066 Each 2.000 01 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0616-1302 Each 3.000 01 n h Slope Pipe Fittings For 18" Pipe 0619-0459 Each 2.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0400 Each 2.000 01 n j Terminal Section, Single 0620-0503 Linear Foot 187.000 01 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 125.000 01 n j Type 31-s Guide Rail 0620-1660 Each 2.000 01 n j Type 31-Strong Post Anchor Terminal 0626-0020 Cubic Yard 111.000 01 n m2 Corrosion Resistant Gabions, Type a 0627-2090 Linear Foot 100.000 01 n j1 Temporary Barrier, Test Level 2, Barrier Deflection Distance < /=9` 0630-0001 Linear Foot 218.000 01 n k Plain Cement Concrete Curb 4630-0001 Linear Foot 67.000 01 n Yes k Proj Plain Cement Concrete Curb h.e.s. 0676-0001 Square Yard 171.000 01 n k Cement Concrete Sidewalk 0686-0050 Lump Sum 1.000 01 n x Construction Surveying, Type d 0688-0002 Lump Sum 1.000 94 n x Microcomputer With Battery Backup System, Type a 0688-0020 Lump Sum 1.000 94 n x Microcomputer, Type c 0688-0021 Lump Sum 1.000 94 n x Microcomputer, Type c 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 0802-0001 Cubic Yard 1,781.000 01 n c1, m Topsoil Furnished And Placed 0804-0004 Pound 194.000 01 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 284.000 01 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0806-0113 Square Yard 4,806.000 01 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0811-0003 Linear Foot 500.000 01 n j2, m Temporary Protective Fence 0845-0001 Dollar 10,000.000 $1.00 $10,000.00 01 y m2 Unforeseen Water Pollution Control 0849-0010 Each 6.000 01 n c1 Rock Construction Entrance 0855-0003 Each 4.000 01 n m2 Pumped Water Filter Bag 0855-0004 Each 8.000 01 n m2 Replacement Pumped Water Filter Bag 0860-0002 Each 5.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0018 Linear Foot 576.000 01 n m2 Compost Filter Sock, 18" Diameter 0867-0022 Linear Foot 240.000 01 n m2 Compost Filter Sock, 24" Diameter 0901-0001 Lump Sum 1.000 01 n q Maintenance And Protection Of Traffic During Construction 0901-0231 Day 520.000 01 n q Additional Warning Lights, Type b 0901-0240 Square Foot 100.000 01 n q, r Additional Traffic Control Signs 0910-0002 Each 1.000 01 n c1, p8 Junction Boxes j.b.-2 0910-1122 Each 4.000 01 n p8 Aluminum Lighting Pole With 6-Foot Bracket Arm (40-Foot Mounting Height) Type a 0910-1124 Each 2.000 01 n p8 Aluminum Lighting Pole With 8-Foot Bracket Arm (40-Foot Mounting Height) Type a 0910-4116 Linear Foot 2,353.000 01 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0910-5055 Linear Foot 20.000 01 n c1, p8 2" Direct Burial Conduit 0910-6000 Linear Foot 20.000 01 n c1, p8 Trench 4910-7020 Each 1.000 01 n Req p8 Proj Complete Power Supply System 0910-7210 Lump Sum 1.000 01 n p8 Testing Of Entire Lighting System 0931-0003 Square Foot 20.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0937-0104 Each 4.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 2.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0112 Each 4.000 01 n j, r Guide Rail Mounted Delineator Type d, (y/b) 0937-0113 Each 2.000 01 n j, r Guide Rail Mounted Delineator Type d, (w/b) 0937-0203 Each 18.000 01 n j1, r Barrier Mounted Delineator, Side-Mount Type o, (w/b) 0937-0205 Each 18.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type p, (w/b) 4962-1001 Linear Foot 7,240.000 01 n Yes o Std 6" White Waterborne Pavement Markings Double Application 4962-1005 Linear Foot 7,240.000 01 n Yes o Std 4" Yellow Waterborne Pavement Markings Double Application 1001-0001 Cubic Yard 9.000 01 n s2 Class Aa Cement Concrete 1001-0020 Cubic Yard 76.000 01** n k Class c Cement Concrete 1002-0053 Pound 270.000 01 n s7 Reinforcement Bars, Epoxy Coated 5016-0102 Linear Foot 100.000 01 n Yes j2, s4 Proj Sidewalk Protective Fence Steel Modified 5018-0001 Lump Sum 1.000 11 n Yes t1 Proj Removal Of Existing Bridge Modified 1019-0050 Square Yard 4,058.000 11 n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 1999-9999 Hour 2,000.000 97 n z Std Trainees e 8120-0001 Lump Sum 1.000 11 n Yes t Std Bridge Structure, As Designed, l-33 a 1002-0001 Pound 178,592.000 11 n s7 Reinforcement Bars a 1002-0053 Pound 659,503.000 11 n s7 Reinforcement Bars, Epoxy Coated a 1005-1104 Linear Foot 2,317.000 11 n u Steel Beam Bearing Piles, Hp12x74 a 1005-1108 Linear Foot 525.000 11 n u Steel Beam Bearing Piles, Hp14x117 a 1005-1266 Each 70.000 11 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 12x74 a 1005-1271 Each 25.000 11 n u Steel Beam (Heavy Duty) Pile Tip Reinforcement, Hp 14x117 a 9000-0133 Linear Foot 50.000 11 n u1 Proj 72" Diameter Drilled Caissons, Shaft Section With Scc a 9000-0332 Linear Foot 150.000 11 n u1 Proj 66" Diameter Drilled Caissons, Rock Socket With Scc a 9000-0334 Linear Foot 101.000 11 n c6 Proj Concrete Coring Of Drilled Caissons a 9000-7102 Each 4.000 11 n u Std Dynamic Pile Load Testing a 9005-0500 Linear Foot 2,930.000 11 n u Std Mandatory Pre-Drilling For Driven Piles o 8000-0001 Lump Sum 1.000 11 n t Std Prestressed Concrete Bridge Structure o 8100-0001 Lump Sum 1.000 11 n t Std Steel Bridge Structure 9000-0001 Each 1.000 01 n j2 Proj Gate Relocation 9000-0002 Dollar 15,000.000 $1.00 $15,000.00 01 y Zz Proj Unforeseen Utility Work 9000-0004 Each 1.000 01 n k Proj Connection To Existing Storm Sewer Manhole 9000-0005 Each 13.000 01 n k Proj Slope Pipe Anchors 9000-0006 Each 2.000 01 n k Proj Connection To Existing Storm Sewer 9000-0007 Linear Foot 61.000 01 n h Proj 10" Ductile Iron Pipe 9000-0008 Dollar 10,000.000 $1.00 $10,000.00 01 y Zz Proj Unforeseen Public Involvement 9000-0009 Hour 4,800.000 01 n Zz Proj Pedestrian Shuttle Service During Construction 9000-0020 Lump Sum 1.000 01 n x Proj Vibration Control And Monitoring 9000-0024 Dollar 25,000.000 $1.00 $25,000.00 11 y t3 Std Unforeseen Structural Repairs 9000-0101 Each 1.000 01 n m2 Proj Compost Sock Sediment Trap, St-1 9000-0102 Each 1.000 01 n m2 Proj Compost Sock Sediment Trap, St-2 9000-0103 Lump Sum 1.000 01 n c, c3, m3 Proj Temporary Access Road 1 9000-0104 Lump Sum 1.000 01 n c, c3, m3 Proj Temporary Access Road 2 9000-0105 Linear Foot 138.000 01 n c Proj Water Bar Construction And Maintenance 9000-0514 Square Yard 2,426.000 11 n s9 Std Texturizing Concrete Bridge Deck Surface With Longitudinal Sawed Grooves 9000-0605 Set 2.000 01 n x Std Safety Harness And Double Lanyards, Fall Protection 9000-2081 Cubic Yard 61.000 01 n c1 Std As Directed Subgrade Undercut 9000-8020 Each 6.000 01 n p8 Proj Led Cobra-Head Luminaire, Arm Mounted 9203-0101 Lump Sum 1.000 11 n c1, s5 Std Temporary Excavation Support And Protection System

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 03 -	Concrete, Concrete Reinforcing, 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, Rigid Paving, Fences and Gates, Retaining Walls.
Division 34 -	Transportation, Bridges.