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Last Updated 05/21/2021 04:34 AM
Project Title

Design activities are limited to: Traffic Control Plan and Bridge Structure

Physical Address View project details and contacts
City, State (County) Glenfield, Sewickley Hills, PA   (Allegheny 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 $30,000,000 to $34,999,999
Plans Available from
Owner View project details and contacts
Architect View project details and contacts
Description

The description and location of the project is as follows: This is a Partial Design Build project. Design activities are limited: Traffic Control Plan and Bridge Structure For the bridge rehabilitation and preservation, sign structure rehabilitation, new sign structures, asphalt milling and resurfacing, guide rail updates, drainage, signing and pavement marking, and other miscellaneous construction, all within a length of 32,218.36 linear feet (6.10 miles) as indicated on the approved drawings included in the Bid Package for State Route 0079 Section a67, State Route 0065 Section a58, State Route 4022 Section a15, And State Route 4049 Section a07 In Allegheny County, Glenfield Borough, Kilbuck Township, Aleppo Township, Sewickley Hills Borough, Ohio Township, And Franklin Park Borough, Commonwealth of Pennsylvania. This project being situated as follows: From approximately the northern end of the Neville Island Bridge over SR 0065 at Segments 0650 NB/0651 SB Offsets 4324 NB/4448 SB (Stations 854+61 NB/SB) to approximately the SR 0079/SR 0279 interchange at Segments 0714 NB/0715 SB Offsets 0713 NB/0736 SB (Stations 621+00 NB/121+00 SB). 0201-0001 Lump Sum 1.000 01 n a Clearing And Grubbing 0203-0001 Cubic Yard 9,689.000 01** n c Class 1 Excavation 0203-0004 Cubic Yard 2,913.000 01** n c1 Class 1b Excavation 0203-0005 Cubic Yard 200.000 01 n c1 Class 1c Excavation 0203-0006 Linear Foot 633.000 01 n g4 Saw Cutting 0205-0263 Cubic Yard 180.000 01 n c1 Selected Borrow Excavation Rock, Class r-3 0205-0264 Cubic Yard 50.000 01 n c1 Selected Borrow Excavation Rock, Class r-4 0205-0267 Cubic Yard 90.000 01 n c1 Selected Borrow Excavation Rock, Class r-7 0205-0268 Cubic Yard 200.000 01 n c1 Selected Borrow Excavation Rock, Class r-8 0205-0281 Cubic Yard 459.000 01 n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0205-0292 Cubic Yard 106.000 11** n c1, s4 Structure Backfill 0205-0364 Ton 55.000 13 n c1 Selected Borrow Excavation Rock, Class r-4 0208-0001 Hour 4.000 01 n c Special Rolling 0212-0014 Square Yard 1,004.000 01 n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 600.000 01 n c3, h, m2 Geotextile, Class 4, Type c 0313-0422 Square Yard 721.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 0.3 To < 3 Million Esals, 25.0 Mm Mix, 4" Depth 0313-0637 Ton 2,894.000 01 n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, 10 To < 30 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 721.000 01 n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 3,684.000 01 n c, e Subbase 8" Depth (No. 2a) 4405-0001 Dollar 75,000.000 $1.00 $75,000.00 01 y Yes x Std Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive Modified 0413-0244 Square Yard 29,997.000 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-e 0413-0248 Square Yard 55,864.000 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-l 0413-0347 Square Yard 3,881.000 01 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 10 To < 30 Million Esals, 9.5 Mm Mix, 1 1/2" Depth, Srl-e 0413-6063 Ton 1,418.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 10 To < 30 Million Esals, 25.0 Mm Mix 0413-8064 Square Yard 2,445.000 01 n f Superpave Asphalt Mixture Design, Binder Course, Rps, Pg 64s-22, 10 To < 30 Million Esals, 19.0 Mm Mix, 2 1/2" Depth 0419-0000 Predetermined Amt 1.000 $25,000.00 $25,000.00 01 y f Demonstration Placement 0419-0007 Square Yard 198,582.000 01 n f Stone Matrix Asphalt Mixture Design, Wearing Course, Rps Pg 64e-22, Lts Acceptance 9.5 Mm Mix, 1 1/2" Depth, Srl-e 0450-1625 Ton 10.000 01 n f1 Superpave Asphalt Mixture Design, Wearing Course, Manual Patching, Pg 64s-22, 10 To < 30 Million Esals, 9.5 Mm Mix, Srl-l 0460-0003 Square Yard 296,710.000 01 n f4 Asphalt Tack Coat (Ntt/Cntt) 0461-0002 Gallon 13,050.000 01 n f4 Asphalt Prime Coat 4491-0012 Square Yard 208,970.000 01 n Yes f3 Std Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained By Contractor Modified 4491-0020 Square Yard 1,993.000 01 n Yes f3 Std Milling Of Asphalt Pavement Surface, 6" Depth, Milled Material Retained By Contractor Modified 4491-0023 Square Yard 3,409.000 01 n Yes f3 Std Milling Of Asphalt Pavement Surface, 5" Depth, Milled Material Retained By Contractor Modified 0504-0001 Linear Foot 24.000 01 n g1, g4 Pavement Relief Joint 4505-0001 Square Yard 148.000 15 n Yes g, g1 Proj Bridge Approach Slab Accelerated 4512-0001 Linear Foot 327.000 15 n Yes g1, g4 Proj Longitudinal Joint Cleaning And Sealing Modified 0515-0001 Linear Foot 16,100.000 01 n g1, g4 Sawing And Sealing Of Asphalt Overlays 0516-1013 Square Yard 16.000 01 n g1 Accelerated Concrete Pavement Patching, Perpendicular Joints, Type a, 13" Depth 0516-2007 Linear Foot 48.000 01 n g1, g4 Patching Joint 0601-5901 Linear Foot 10,000.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 0601-5902 Linear Foot 500.000 01 n h1 Cleaning Existing Pipe Culverts, Diameters Over 36" 0605-1300 Each 75.000 01 n c1, h1 Cleaning Drainage Structures 0605-2700 Each 11.000 01 n k Inlet Grate 0605-2701 Each 7.000 01 n k Bicycle Safe Inlet Grate 0605-2710 Set 1.000 01 n k Type c Concrete Top Unit And Grate 0605-2730 Set 3.000 01 n k Type m Concrete Top Unit And Grate 0605-2740 Set 2.000 01 n k Type s Concrete Top Unit And Grate 0606-0050 Set 80.000 01 n c1, k Grade Adjustment Of Existing Inlets 0607-0014 Vertical Foot 10.000 01 n k Rebuilt Type m Inlet 0607-0015 Vertical Foot 1.000 01 n k Rebuilt Type c Inlet 0607-0200 Vertical Foot 4.000 01 n k Rebuilt Manhole 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 1,290.000 01 n h2 6" Pavement Base Drain 0615-0022 Linear Foot 150.000 01 n h2 6" Subsurface Drain Outlets 0619-0450 Each 9.000 01 n j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Flared (Mash) 0619-0459 Each 18.000 01 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0619-0744 Each 3.000 01 n j3 Permanent Impact Attenuating Device, Type v, Test Level 3, Mash, Widths Less Than Or Equal To 36 Inches 0620-0010 Each 3.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition Without Inlet Placement 0620-0011 Each 2.000 01 n j Typical And Alternate Concrete Bridge Barrier Transition With Inlet Placement 0620-0015 Each 28.000 01 n j Thrie-Beam To Vertical Wall Bridge Barrier Transition 0620-0400 Each 30.000 01 n j Terminal Section, Single 0620-0402 Each 2.000 01 n j Terminal Section, Bridge Connection 0620-0503 Linear Foot 52,106.000 01 n c1, j Remove Existing Guide Rail (Contractor's Property) 0620-0575 Linear Foot 350.000 01 n j Guide Rail Element 0620-0872 Each 4.000 01 n j Buried-In-Backslope Terminal, Single Panel 0620-0873 Each 2.000 01 n j Buried-In-Backslope Terminal, Double Panel 0620-0900 Each 6.000 01 n c1, j Remove Concrete Anchorage 0620-1600 Linear Foot 49,626.000 01 n j Type 31-s Guide Rail 0620-1602 Linear Foot 350.000 01 n j Type 31-s Guide Rail With 8' Extra Length Posts 0620-1625 Linear Foot 225.000 01 n j Type 31-Sc Guide Rail 0620-1635 Linear Foot 100.000 01 n j Type 31-Scc Guide Rail 0620-1660 Each 28.000 01 n j Type 31-Strong Post Anchor Terminal 0620-1670 Each 2.000 01 n j Type 31-Strong Post In-Line Anchor 4623-0001 Linear Foot 7.000 01 n Yes j1 Proj Concrete Median Barrier Modified 0623-0052 Linear Foot 24.000 01 n j1 Single Face Concrete Barrier 0623-0122 Each 1.000 01 n j1 End Transition, Single Face Concrete Barrier 0623-0275 Linear Foot 80.000 01 n j1 Removal Of Existing Concrete Median Barrier 0660-0005 Linear Foot 124,625.000 01 n f3 Milled Asphalt Pavement Shoulder/Gore Rumble Strips For Interstates, Expressways And Freeways 0677-0001 Cubic Yard 120.000 01 n c1, e Selected Material Surfacing 0686-0020 Lump Sum 1.000 01 n x Construction Surveying, Type b 0686-0040 Lump Sum 1.000 01 n x Construction Surveying, Type c 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 0690-0002 Dollar 1,000.000 $1.00 $1,000.00 01 y x Semi-Formal Facilitation 0703-0025 Cubic Yard 4.000 23** n c1, h No. 57 Coarse Aggregate 0802-0001 Cubic Yard 4,430.000 01 n c1, m Topsoil Furnished And Placed 0804-0003 Pound 2,569.000 01 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0845-0001 Dollar 5,000.000 $1.00 $5,000.00 01 y m2 Unforeseen Water Pollution Control 0860-0000 Each 180.000 01 n m2 Inlet Filter Bag For Type m Inlet 0860-0001 Each 36.000 01 n m2 Inlet Filter Bag For Type s Inlet 0860-0002 Each 9.000 01 n m2 Inlet Filter Bag For Type c Inlet 0867-0012 Linear Foot 2,000.000 01 n m2 Compost Filter Sock, 12" Diameter 0901-0331 Linear Foot 46,300.000 01 n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0332 Linear Foot 3,250.000 01 n o 8" Standard Pavement Markings, Paint & Beads, White 4910-0001 Each 9.000 01 n Yes c1, p8 Proj Junction Boxes j.b.-1 Modified 4910-0002 Each 6.000 01 n Yes c1, p8 Proj Junction Boxes j.b.-2 Modified 0910-0006 Each 4.000 11 n c1, p8 Junction Boxes j.b.-25 0910-4111 Linear Foot 4,470.000 01 n p8 Awg 1/0 Underground Cable, Copper, 1 Conductor 0910-4115 Linear Foot 1,524.000 01 n p8 Awg 6 Underground Cable, Copper, 1 Conductor 0910-4116 Linear Foot 4,172.000 11 n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0910-5055 Linear Foot 1,873.000 01** n c1, p8 2" Direct Burial Conduit 0910-5255 Linear Foot 968.000 11 n c1, p8 2" Conduit In Structure 0910-6000 Linear Foot 2,702.000 01** n c1, p8 Trench 0910-7020 Each 1.000 01 n p8 Complete Power Supply System 0930-0004 Square Foot 2,083.000 01 n r Post Mounted Signs, Type a 0930-0101 Pound 750.000 01 n r Steel s Or w Beam Posts 0930-0110 Each 3.000 01 n r Breakaway System Replacement 0931-0003 Square Foot 875.000 01 n r Post Mounted Signs, Type b, Steel Square Post 0932-0001 Square Foot 1,302.000 01 n r Post Mounted Signs, Type c 0933-0001 Square Foot 30.000 01 n r Post Mounted Signs, Type d 0934-0002 Square Foot 215.000 01 n r Post Mounted Signs, Type e 0935-0001 Square Foot 362.000 01 n r Post Mounted Signs, Type f 0936-0001 Square Foot 669.000 01 n r Structure Mounted Extruded Aluminum Channel Signs 0936-0200 Square Foot 51.000 01 n r Structure Mounted Flat Sheet Aluminum Signs 4936-0200 Square Foot 45.000 01 n Yes r Proj Structure Mounted Flat Sheet Aluminum Signs Modified 0937-0076 Each 45.000 01 n o1, q Non Plowable Raised Pavement Markers (One Way w/b) 0937-0077 Each 200.000 01 n o1, q Non Plowable Raised Pavement Markers (One Way y/b) 0937-0104 Each 230.000 01 n j, r Guide Rail Mounted Delineator Type b, (y/b) 0937-0106 Each 450.000 01 n j, r Guide Rail Mounted Delineator Type b, (w/b) 0937-0211 Each 180.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (w/b) 0937-0212 Each 50.000 01 n j1, r Barrier Mounted Delineator, Top-Mount Type s, (y/y) 0937-0330 Each 145.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Blank Sheeting 0937-0331 Each 20.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, White Post With White/Red Sheeting 0937-0333 Each 190.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Blank Sheeting 0937-0335 Each 20.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Yellow Post With Yellow/Red Sheeting 0937-0339 Each 33.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With White/Blank Sheeting 0937-0340 Each 50.000 01 n r Flexible Delineator Post, Ground-Mount Type Gm-2, Red Post With Yellow/Blank Sheeting 0938-0001 Each 94.000 01 n r Distance Marker Units 0948-0300 Lump Sum 1.000 26 n r1 Steel Sign Structure - Cantilever 0948-0600 Lump Sum 1.000 23 n r1 Steel Sign Structure - Centermount 0948-0601 Lump Sum 1.000 25 n r1 Steel Sign Structure - Centermount 0948-0602 Lump Sum 1.000 24 n r1 Steel Sign Structure - Centermount 0954-0401 Each 4.000 01 n p8 Electrical Service, Type a 0954-0500 Linear Foot 284.000 01 n c6, p8 Directional Boring 0960-0021 Linear Foot 350.000 01 n o2 24" White Hot Thermoplastic Pavement Markings 0960-0101 Each 4.000 01 n o2 White Hot Thermoplastic Legend, "Only", 8' - 0" 0960-0141 Each 2.000 01 n o2 White Hot Thermoplastic Pavement Legend, Slow Curve Arrow , Right (Includes Arrow, The Word Slow And 2 Transverse Bands) 0960-0222 Each 5.000 01 n o2 White Hot Thermoplastic Legend, "Right Arrow", 12' - 0" x 3' - 0" 0960-0226 Each 1.000 01 n o2 White Hot Thermoplastic Legend, "Thru And Right Arrow", 20' - 0" x 3' - 7" 0960-0230 Each 7.000 01 n o2 White Hot Thermoplastic Legend, "Wrong Way Arrow", 23' - 0" 0960-0232 Each 5.000 01 n o2 White Hot Thermoplastic Legend, "Lane Reduction Transition Arrow - Right Lane", 18' - 0" x 5' - 6" 0963-0001 Square Foot 25,400.000 01 n o2, o3 Pavement Marking Removal 0964-0002 Linear Foot 2,075.000 01 n o 4" Yellow Epoxy Pavement Markings 0964-0005 Linear Foot 2,425.000 01 n o 6" White Epoxy Pavement Markings 0964-0007 Linear Foot 360.000 01 n o 6" Black Epoxy Pavement Markings 0966-0014 Each 20.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (y/r) 0966-0015 Each 20.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/r) 0966-0018 Each 1,260.000 01 n o1 Snowplowable Raised Pavement Marker Two Way Holder With Reflector (w/b) 0966-0104 Each 20.000 01 n o1 Snowplowable Raised Pavement Marker, Two Way Bridge Deck Holder With Reflector (w/b) 0972-0001 Each 3.000 01 n r Remove Post Mounted Signs, Type c 0974-0001 Each 1.000 01 n r Remove Post Mounted Signs, Type e 1001-0611 Linear Foot 481.000 13** n t7 6" Structure Foundation Drain 1001-0980 Square Yard 6,967.000 11** n g4, s9 Mechanical Texturing With Longitudinal Sawed Grooves 1001-1000 Cubic Yard 204.000 13 n s9 Class Aaap Cement Concrete 1001-1020 Cubic Yard 1,601.000 11** n s9 Class Aaap Cement Concrete Lightweight (Lw) 1001-1080 Cubic Yard 839.000 11** n s2 Class Aa Cement Concrete 1001-1120 Cubic Yard 10.000 13** n s2 Class a Cement Concrete 1001-1200 Cubic Yard 134.000 11** n s2 Class Aa Cement Concrete, Except Use No. 8 Coarse Aggregate 1001-1220 Cubic Yard 354.000 11** n s2 Class Aa Cement Concrete Lightweight (Lw) 1002-0052 Pound 670,525.000 11** n s7 Reinforcement Bars, Epoxy Coated 1002-0140 Each 5,045.000 11** n s7 Mechanical Splice System For No. 5 Reinforcement Bars, Epoxy Coated 1002-0142 Each 305.000 11** n s7 Mechanical Splice System For No. 6 Reinforcement Bars, Epoxy Coated 1002-0150 Each 393.000 11 n s7 Mechanical Splice System For No. 3 Reinforcement Bars, Epoxy Coated 1006-0040 Each 1.000 23 n x Thermal Integrity Profiling 1006-0041 Each 1.000 25 n x Thermal Integrity Profiling 1006-0042 Each 1.000 24 n x Thermal Integrity Profiling 1006-0043 Each 1.000 26 n x Thermal Integrity Profiling 1006-1020 Linear Foot 20.000 26 n u1 54" Diameter Drilled Caissons, Shaft Section In Soil 1006-1030 Linear Foot 7.000 23 n u1 66" Diameter Drilled Caissons, Shaft Section In Soil 1006-1031 Linear Foot 7.000 25 n u1 66" Diameter Drilled Caissons, Shaft Section In Soil 1006-1032 Linear Foot 20.000 24 n u1 66" Diameter Drilled Caissons, Shaft Section In Soil 1006-1075 Linear Foot 4.000 23 n u1 66" Diameter Drilled Caissons, Shaft Section In Rock 1006-1076 Linear Foot 12.000 25 n u1 66" Diameter Drilled Caissons, Shaft Section In Rock 1008-0001 Linear Foot 278.000 13** n t5 Preformed Neoprene Compression Joint Seal, 1/2" Movement 5008-0001 Linear Foot 296.000 11 n Yes t5 Proj Preformed Neoprene Compression Joint Seal, 1/2" Movement Modified 1018-0050 Lump Sum 1.000 11 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0051 Lump Sum 1.000 11 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0052 Lump Sum 1.000 13 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0053 Lump Sum 1.000 14 n t1 Proj Removal Of Portion Of Existing Bridge 1018-0054 Lump Sum 1.000 15 n t1 Proj Removal Of Portion Of Existing Bridge 1019-0020 Square Yard 3,341.000 11** n k2 Protective Coating For Reinforced Concrete Surfaces (Epoxy Resin) 1019-0050 Square Yard 10,124.000 11** n k2 Protective Coating For Reinforced Concrete Surfaces (Penetrating Sealers, Bridge Superstructure) 1026-0015 Linear Foot 839.000 11** n t6 Neoprene Strip Seal Dam, (3" Movement) 1026-0017 Linear Foot 136.000 11 n t6 Neoprene Strip Seal Dam, (4" Movement) 1040-0120 Square Foot 5.000 15 n s9 Concrete Bridge Deck Repair Accelerated, Type 2 Using Asc 1040-0130 Square Foot 13.000 15 n s9 Concrete Bridge Deck Repair Accelerated, Type 3 Using Asc 1040-0210 Square Foot 135.000 15 n s9 Concrete Bridge Barrier Repair Accelerated, Type 2 Using Asc 1050-0080 Each 28.000 13** n t5 Plain Neoprene Bearing Pad 1050-0089 Each 20,228.000 11 n t8 Shear Connectors 5050-0090 Each 1.000 15 n Yes t7 Proj Scupper, Type a Modified 1050-0092 Each 3.000 13** n t7 Scupper, Type c 1050-0093 Each 5.000 11** n t7 Scupper, Type d 5050-0093 Each 4.000 11 n Yes t7 Proj Scupper, Type d Modified 1050-0100 Dollar 50,000.000 $1.00 $50,000.00 11 y s2, t3 Unforseen Fabricated Structural Steel Repairs 1050-0103 Dollar 10,000.000 $1.00 $10,000.00 15 y s2, t3 Unforseen Fabricated Structural Steel Repairs 1050-0201 Each 1.000 15 n s2, t3 Fabricated Structural Steel Repair 1 1050-0202 Each 12.000 15 n s2, t3 Fabricated Structural Steel Repair 2 1050-0203 Each 4.000 15 n s2, t3 Fabricated Structural Steel Repair 3 1050-0204 Each 8.000 15 n s2, t3 Fabricated Structural Steel Repair 4 1050-0205 Each 20.000 15 n s2, t3 Fabricated Structural Steel Repair 5 1050-0206 Each 10.000 11 n s2, t3 Fabricated Structural Steel Repair 6 1050-0207 Each 1.000 11 n s2, t3 Fabricated Structural Steel Repair 7 5051-0000 Linear Foot 384.000 11** n Yes t7 Proj Downspouting Modified 1070-0200 Lump Sum 1.000 15 n v Painting Existing Structural Steel 1070-0325 Lump Sum 1.000 11 n v Priming Top Flanges 1071-0100 Lump Sum 1.000 11 n v Spot Painting Existing Structural Steel 1072-0100 Lump Sum 1.000 11 n v2 Containment 1072-0102 Lump Sum 1.000 15 n v2 Containment 1072-0200 Lump Sum 1.000 11 n x Waste Management 1072-0202 Lump Sum 1.000 15 n x Waste Management 1072-0300 Lump Sum 1.000 11 n v2 Worker Health And Safety 1072-0302 Lump Sum 1.000 15 n v2 Worker Health And Safety 1090-1000 Linear Foot 84.000 15 n t5 Preformed Neoprene Compression Seal Replacement 1090-1017 Linear Foot 88.000 15 n t5 Neoprene Strip Seal Gland Replacement 1091-0331 Linear Foot 146.000 11 n k1 Epoxy Injection Crack Seal 1201-3000 Lump Sum 1.000 01 n p1, p2, p3, p4, p5 Its Device Testing, Complete 1202-0001 Lump Sum 1.000 01 n p5 Atms Its Device Integration 5204-0100 Linear Foot 6,333.000 01 n Yes p4 Proj Standard Fiber Optic Cable Modified 1204-0400 Each 4.000 01 n p4 Cellular Modem 1230-2600 Each 4.000 01 n p3 Its Dynamic Message Sign, 12" Text, Front-Access, 30-Deg 5230-2600 Each 1.000 01 n Yes p3 Proj Its Dynamic Message Sign, 12" Text, Front-Access, 30-Deg Modified 1999-9999 Hour 4,000.000 97 n z Std Trainees 8217-0001 Lump Sum 1.000 02 n x Std Design Of Rehabilitation Of Bridge Structure, s-39524 8260-0001 Lump Sum 1.000 11 n s1, s2 Std Construction Of Rehabilitation Of Bridge Structure, s-39524 8914-0001 Lump Sum 1.000 02 n x Std Design Traffic Control Plan 8915-0001 Lump Sum 1.000 01 n q Std Construction Of Maintenance And Protection Of Traffic 9000-0001 Linear Foot 13,650.000 01 n j Std High Tensioned Cable Barrier System 9000-0002 Each 1.000 01 n j3 Proj Remove Existing Impact Attenuator (Contractor's Property) 9000-0003 Square Yard 70,238.000 01 n f3 Proj Milling Of Asphalt Pavement Surface, 1 1/2" Depth, Milled Material Retained On Site 9000-0004 Ton 5,795.000 01 n c1 Proj Shoulder Backfill (Recycled Millings) 9000-0005 Each 194.000 01 n m2 Proj Stone Inlet Protection 9000-0006 Linear Foot 12,600.000 01 n o1 Proj Remove Existing Cable Barrier System 9000-0007 Square Yard 548.000 01 n f3 Proj Milling Of Asphalt Pavement Surface, 7" Depth, Milled Material Retained By Contractor 9000-0008 Each 4.000 95 n r Std Covid-19 Safety Plan Sign 9000-0009 Pound 123,500.000 01 n f2, g3 Proj Liquid Asphalt Patching Material-Hot Pour Mastic 9000-0010 Linear Foot 729.000 01 n p8 Proj 4 Inch Fiberglass Conduit Attached To Bridge Barrier 9000-0011 Linear Foot 1,113.000 01 n p8 Proj 4" Multiduct Conduit 9000-0012 Linear Foot 130.000 01 n p8 Proj 5" Hdpe Conduit Sleeve 9000-0013 Linear Foot 154.000 01 n p8 Proj 6" Hdpe Conduit Sleeve 9000-0014 Linear Foot 185.000 01 n p8 Proj Remove Existing Fiber Optic Cable 9000-0015 Each 1.000 01 n j1 Proj Single Face Concrete Barrier Transition, 32" To 42" Height 9000-0016 Each 1.000 01 n k Proj 32" Concrete Median Barrier Transition To 42" Single Face Concrete Bridge Barrier 9000-0017 Each 321.000 01 n p8 Proj Replace Conventional Luminaire With Led Luminaire 9000-0018 Dollar 50,000.000 $1.00 $50,000.00 01 y m1 Proj Selective Tree Trimming And Removal 9000-0019 Each 1.000 01 n p Proj Automatic Speed Sensor Sign Assembly 9000-0020 Linear Foot 435.000 01 n p Proj Standard Fiber Optic Cable 36 Strand 9000-0021 Linear Foot 70,000.000 01 n o Proj 4" Recessed Yellow Reflective Pavement Marking Tape 9000-0022 Linear Foot 79,200.000 01 n o Proj 6" Recessed White Reflective Pavement Marking Tape 9000-0023 Linear Foot 11,000.000 01 n o Proj 8" Recessed White Reflective Pavement Marking Tape 9000-0024 Each 1.000 01 n p, p5 Proj 5 Port Managed Switch 9000-0025 Linear Foot 125.000 01 n j1 Proj Remove And Reset Existing Concrete Barrier 9000-0026 Dollar 75,000.000 $1.00 $75,000.00 01 y f, f1 Proj Maintenance Of Project 9000-0101 Each 10.000 11 n t7 Proj Clean And Flush Bridge Seats, s-39524 9000-0102 Lump Sum 1.000 01 n x Proj Bridge Construction Survey 9000-0103 Lump Sum 1.000 11 n p8 Proj Disconnection And Reconnection Of Highway Lighting System 9000-0104 Lump Sum 1.000 11 n s2 Proj Jacking And Temporary Support System, s-39524 Nb 9000-0105 Lump Sum 1.000 11 n s2 Proj Jacking And Temporary Support System, s-39524 Sb 9000-0113 Square Yard 6,862.000 11** n s9 Proj Diamond Grinding Of Concrete Bridge Deck And Approach Slabs 9000-0201 Lump Sum 1.000 13 n s2 Proj Jacking And Temporary Support System, s-39537 9000-0202 Each 1.000 13 n t7 Proj Clean And Flush Bridge Seats, s-39537 9000-0250 Dollar 50,000.000 $1.00 $50,000.00 01 y c1, p8 Std Locate Existing Underground Facilities 9000-0301 Lump Sum 1.000 14 n s2 Proj Jacking And Temporary Support System, s-39872 9000-0302 Each 4.000 14 n t7 Proj Clean And Flush Bridge Seats, s-39872 9000-0303 Each 4,454.000 13** n s7 Proj Adhesive Anchoring System For No. 4 Bars 9000-0400 Square Yard 445.000 15 n s2 Proj Bridge Barrier And Joint Sealing, s-39640 9000-0401 Linear Foot 70.000 15 n j2, s4 Proj Replace Missing Or Damaged Bridge Rail, s-39640 9000-0402 Lump Sum 1.000 15 n s2 Proj Jacking And Temporary Support System, s-39640 9000-0403 Square Yard 1,830.000 15 n s2 Proj Hmwm Sealing Of Cracks In Bridge Deck, s-39640 9000-0404 Lump Sum 1.000 15 n c1, h, m2 Proj Rock Erosion Control, r-4, s-39640 9000-0405 Lump Sum 1.000 15 n v Proj Painting Inside Existing Structural Steel Box Girder, s-39640 9000-0406 Each 4.000 15 n t7 Proj Clean And Flush Bridge Seats, s-39640 9000-0407 Each 272.000 15 n s2 Proj Installation Of Toggle Bolts For Aluminum Railing 9000-0801 Lump Sum 1.000 16 n r1 Proj Rehabilitation Of Existing Sign Structure, s-39888 9000-0802 Lump Sum 1.000 17 n r1 Proj Rehabilitation Of Existing Sign Structure, s-39889 9000-0803 Lump Sum 1.000 18 n r1 Proj Rehabilitation Of Existing Sign Structure, s-39890 9000-0804 Lump Sum 1.000 19 n r1 Proj Rehabilitation Of Existing Sign Structure, s-39891 9000-0805 Lump Sum 1.000 20 n r1 Proj Rehabilitation Of Existing Sign Structure, s-39892 9000-0806 Lump Sum 1.000 21 n r1 Proj Rehabilitation Of Existing Sign Structure, s-39893 9000-0807 Lump Sum 1.000 22 n r1 Proj Rehabilitation Of Existing Sign Structure, s-39894 9000-1001 Set 3.000 01 n x Std Safety Harnesses, Double Lanyards & Self Retracting Lifelines 9000-5100 Lump Sum 1.000 01 n x Std Electronic Ticketing System 9000-9001 Cubic Foot 244.000 11** n s2 Std Repair Deteriorated Concrete 9000-9011 Dollar 100,000.000 $1.00 $100,000.00 01 y x Std Off Duty Uniformed Police Officer 9000-9990 Dollar 50,000.000 $1.00 $50,000.00 01 y x Proj Incident Management Plan Implementation

Details

Bridge, New Construction.
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.

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Project Documents
 Engineered Spec Sheet
 Architectural Plans
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