SR 11 From East Main St to 6th St

The description and location of the project are as follows: This work is for roadway reconstruction including excavation, selected borrow excavation, geotextile, Superpave Asphalt Mixture Design base, binder, leveling, scratch, and wearing courses, subbase, milling, plain cement concrete pavement, drainage, grade adjustment of existing manholes, guide rail, plain cement concrete curb, modular architectural block system, cement concrete sidewalk, membrane waterproofing system installed on other surfaces, detectable warning surface, tree planting, tree trimming, selective tree removal, temporary traffic signals, traffic signal installation, pavement markings, signs, highway lighting, parking meter post, retaining wall, fencing, trolley track removal, and other miscellaneous construction all within an overall length of 7,514.25 linear feet (1.423 miles) all as indicated on the approved drawings included in the bid package for STATE ROUTE 11, SECTION 114 from approximately 0.06 miles northeast of the intersection with State Route 4009 at Segment 0140 Offset 0354/Segment 0141 Offset 0354 to approximately 0.00 miles northwest of the intersection with State Route 487 at Segment 0150 Offset 1971, STATE ROUTE 11, SECTION 115 from approximately 0.00 miles northeast of the intersection with State Route 487 at Segment 0160 Offset 0000 to approximately 2.00 miles southwest of the intersection with State Route 1001 at Segment 0170 Offset 1286, STATE ROUTE 11, SECTION 65E from approximately 0.13 miles east of the intersection with State Route 4009 at Segment 0150 Offset 0271 (State Route 11) to approximately 0.00 miles northwest of the intersection with State Route 487 at Segment 0150 Offset 1930 (State Route 11) and from approximately 0.55 miles northwest of the intersection with State Route 2009 at Segment 0240 Offset 0516 (State Route 487) to approximately 0.00 miles east of the intersection with State Route 11 at Segment 0260 Offset 0348 (State Route 487), and STATE ROUTE 487, SECTION 100 from approximately 0.36 miles northwest of the intersection with State Route 2009 at Segment 0230 Offset 1918 to approximately 0.00 miles east of the intersection with State Route 11 at Segment 0260 Offset 0363 in Town Of Bloomsburg, Columbia County. 0201-0001 Lump Sum 1.000 11 n a Std Clearing And Grubbing 0203-0001 Cubic Yard 12,647.000 11** n c Class 1 Excavation 0205-0100 Cubic Yard 500.000 32 n c1 Foreign Borrow Excavation 0205-0381 Ton 1,914.000 11** n c1 Selected Borrow Excavation, Coarse Aggregate, No. 1 0212-0001 Linear Foot 7,635.000 11** n c3, h, m2 Geotextile, Class 1 0212-0014 Square Yard 3,396.000 11** n c3, h, m2 Geotextile, Class 4, Type a 0212-0016 Square Yard 1,316.000 11** n c3, h, m2 Geotextile, Class 4, Type c 4222-0015 Square Yard 1,358.000 11** n Yes c3 Proj Geocell Load Distribution Mat Type a, 8" Depth, Smooth Walls/Perforated (Measurement & Payment) 0313-0337 Ton 7,082.000 11** n e Superpave Asphalt Mixture Design, Base Course, Pg 64s-22, < 0.3 Million Esals, 25.0 Mm Mix 0350-0106 Square Yard 9,510.000 11** n c, e Subbase 6" Depth (No. 2a) 0350-0108 Square Yard 11,057.000 11** n c, e Subbase 8" Depth (No. 2a) 0350-0120 Cubic Yard 908.000 11** n c, e Subbase (No. 2a) 0405-0001 Dollar 5,000.000 $1.00 $5,000.00 11 y x Asphalt Pavement Longitudinal Joint Density Incentive/Disincentive 0413-0205 Ton 74.000 11** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-0255 Ton 891.000 32 n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0413-0499 Ton 1,992.000 11** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-h 0413-0502 Ton 71.000 11** n f Superpave Asphalt Mixture Design, Wearing Course, Pg 64e-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-1024 Ton 615.000 11** n f Superpave Asphalt Mixture Design, Wearing Course (Scratch), Pg 64s-22, 0.3 To < 3 Million Esals, 9.5 Mm Mix, Srl-l 0413-2059 Ton 27.000 11** n f Superpave Asphalt Mixture Design, Wearing Course (Leveling), Pg 64s-22, < 0.3 Million Esals, 9.5 Mm Mix, Srl-l 0413-6047 Ton 4,953.000 11** n f Superpave Asphalt Mixture Design, Binder Course, Pg 64s-22, 0.3 To < 3 Million Esals, 19.0 Mm Mix 0413-9999 Dollar 55,000.000 $1.00 $55,000.00 11** y x Percent Within Limits (Pwl) Lot Incentive/Disincentive 0460-0004 Gallon 3,517.000 11** n f4 Asphalt Tack Coat (Ntt/Cntt) 0491-0019 Square Yard 14,256.000 11** n f3 Milling Of Asphalt Pavement Surface, Variable Depth, Milled Material Retained By Contractor 0501-0024 Square Yard 105.000 11** n g Plain Cement Concrete Pavement, 6" Depth e 0601-0353 Linear Foot 62.000 11 n h 18" Thermoplastic Pipe, Group Iii, 8`-2` Fill o 0601-0763 Linear Foot 62.000 11 n h 18" Ductile Iron Pipe o 0601-7313 Linear Foot 62.000 11 n h 18" Reinforced Concrete Pipe, Type b, 15` - 1.5` Fill e 0601-0773 Linear Foot 1,730.000 11** n h 18" Ductile Iron Pipe, 100 Year Design Life o 0601-7014 Linear Foot 1,730.000 11** n h 18" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life e 0601-0775 Linear Foot 66.000 31 n h 24" Ductile Iron Pipe, 100 Year Design Life o 0601-7028 Linear Foot 66.000 31 n h 24" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life e 0601-0776 Linear Foot 186.000 11 n h 30" Ductile Iron Pipe, 100 Year Design Life o 0601-7043 Linear Foot 186.000 11 n h 30" Reinforced Concrete Pipe, Type a, 15` - 2` Fill, 100 Year Design Life e 0601-0973 Linear Foot 454.000 11** n h 18" Ductile Iron Pipe, Shore/Trench Box, 100 Year Design Life o 0601-7511 Linear Foot 454.000 11** n h 18" Reinforced Concrete Pipe, Type a, 15` - 3` Fill, Shore/Trench Box, 100 Year Design Life 0601-5901 Linear Foot 500.000 31 n h1 Cleaning Existing Pipe Culverts, Diameters Up To And Including 36" 4605-2401 Set 38.000 14** n Yes k Std Manhole Frame And Cover (Sanitary Sewer) 0605-2771 Set 51.000 11** n k Type c Frame And Bicycle Safe Grate 0605-2850 Each 40.000 11** n k Standard Inlet Box, Height < /= 10` 0605-2854 Each 1.000 31 n k Type 4 Inlet Box, Height < /= 10` 0605-3021 Each 3.000 11 n k Type 5 Manhole, Storm Water, Height >5` And < /= 10` 0606-0050 Set 63.000 11** n c1, k Grade Adjustment Of Existing Inlets 0606-0150 Set 12.000 13** n c1, k Grade Adjustment Of Existing Manholes 0608-0001 Lump Sum 1.000 11** n x Mobilization 0609-0002 Lump Sum 1.000 15** n x Inspector`s Field Office And Inspection Facilities, Type a 0609-0009 Lump Sum 1.000 15** n x Std Equipment Package 0610-7002 Linear Foot 7,635.000 11** n h2 6" Pavement Base Drain 0615-0022 Linear Foot 230.000 11** n h2 6" Subsurface Drain Outlets 0615-0040 Each 6.000 31 n h2 Subsurface Drain Outlet Endwall 0615-0066 Each 6.000 31 n c1, h2, r 66" Red Subsurface Drain Outlet Marker 0619-0459 Each 4.000 32 n j1, j3 Permanent Impact Attenuating Device, Type Ii, Test Level 3, Tangent (Mash) 0620-0503 Linear Foot 430.000 32 n c1, j Remove Existing Guide Rail (Contractor`s Property) 0620-1600 Linear Foot 200.000 32 n j Type 31-s Guide Rail 4630-0001 Linear Foot 7,348.000 11** n Yes k Proj Plain Cement Concrete Curb (6" Reveal) 4630-0002 Linear Foot 130.000 41 n Yes k Proj Plain Cement Concrete Curb (4" Width) 0664-0100 Square Foot 550.000 41 n k1, s5 Modular Architectural Block System 0676-0001 Square Yard 4,595.000 11** n k Cement Concrete Sidewalk 0677-0002 Ton 21.000 31** n c1, e Selected Material Surfacing 0680-0121 Square Yard 119.000 33 n k2, s1 Membrane Waterproofing System Installed On Other Surfaces 0686-0020 Lump Sum 1.000 11 n x Construction Surveying, Type b 0689-0005 Lump Sum 1.000 11** n x Cpm Schedule, With Updates 0690-0003 Dollar 10,000.000 $1.00 $10,000.00 11** y x Formal Facilitation e 0695-0002 Square Foot 855.000 11** n k Detectable Warning Surface, Cast Iron o 0695-0003 Square Foot 855.000 11** n k Detectable Warning Surface, Polymer Concrete o 0695-0004 Square Foot 855.000 11** n k Detectable Warning Surface, Polymer Composite 0802-0001 Cubic Yard 1,446.000 11** n c1, m Topsoil Furnished And Placed 0804-0001 Pound 481.000 11** n m3 Seeding And Soil Supplements - Formula b, Including Mulch 0804-0003 Pound 60.000 11 n m3 Seeding And Soil Supplements - Formula d, Including Mulch 0804-0004 Pound 65.000 11 n m3 Seeding - Formula e, Including Mulch 0804-0006 Pound 75.000 11 n m3 Seeding And Soil Supplements - Formula l, Including Mulch 0806-0113 Square Yard 1,540.000 11 n m2 Temporary Short-Term, Rolled Erosion Control Product, Type 2d 0808-3073 Each 5.000 11 n m Red Maple - (2" Cal. b&b) 0808-3470 Each 5.000 11 n m Yellowwood - (1 1/2" Cal. b&b) 0808-3942 Each 11.000 11 n m Hedge Maple - (1 1/2" Cal. b&b) 0810-0023 Lump Sum 1.000 11 n m1 Tree Trimming To a Max Height Of 20` 4810-0023 Lump Sum 1.000 32 n Yes m1 Proj Tree Trimming To a Max Height Of 20` (Sr 487) 4810-0052 Each 21.000 11 n Yes a, m1 Proj Selective Tree Removal (Complete Stump Removal) 0811-0003 Linear Foot 5,150.000 11** n j2, m Temporary Protective Fence 0860-0000 Each 51.000 11** n m2 Inlet Filter Bag For Type m Inlet 0867-0012 Linear Foot 5,016.000 11** n m2 Compost Filter Sock, 12" Diameter 0901-0001 Lump Sum 1.000 11** n q Std Maintenance And Protection Of Traffic During Construction 0901-0231 Day 500.000 11 n q Additional Warning Lights, Type b 0901-0232 Day 500.000 11 n q Additional Warning Lights, Type c 0901-0240 Square Foot 5,000.000 11 n q, r Additional Traffic Control Signs 0901-0320 Linear Foot 33,855.000 11** n o 4" Standard Pavement Markings, Paint & Beads, Yellow 0901-0330 Linear Foot 11,210.000 11** n o 4" Standard Pavement Markings, Paint & Beads, White 0901-0331 Linear Foot 16,125.000 11** n o 6" Standard Pavement Markings, Paint & Beads, White 0901-0334 Linear Foot 192.000 11 n o 24" Standard Pavement Markings, Paint & Beads, White 0901-0461 Each 6.000 11 n q Full-Matrix Changeable Message Sign Without Telecommunications 4901-0702 Each 1.000 11 n Yes p, q Proj Temporary Traffic Signals (Portable Only) (Complete System) 4901-0725 Each 1.000 32 n Yes p Proj Temporary Traffic Signals (Permanent Only) (Complete System) 0910-4115 Linear Foot 836.000 41 n p8 Awg 6 Underground Cable, Copper, 1 Conductor 0910-4116 Linear Foot 20,044.000 11** n p8 Awg 8 Underground Cable, Copper, 1 Conductor 0910-5055 Linear Foot 3,018.000 41 n c1, p8 2" Direct Burial Conduit 0910-5400 Linear Foot 114.000 41 n c1, p8 Conduit Sleeve 0910-6000 Linear Foot 2,961.000 41 n c1, p8 Trench 0910-7210 Lump Sum 1.000 41 n p8 Testing Of Entire Lighting System 0931-0003 Square Foot 264.000 11** n r Post Mounted Signs, Type b, Steel Square Post 0932-0001 Square Foot 79.000 11** n r Post Mounted Signs, Type c 0935-0001 Square Foot 283.000 11** n r Post Mounted Signs, Type f 0936-0010 Square Foot 264.000 11** n r Structure Mounted Flat Sheet Aluminum Signs With Stiffeners 0936-0350 Each 2.000 21 n p3 Led Blank Out Sign 0937-0105 Each 4.000 32 n j, r Guide Rail Mounted Delineator Type b, (y/y) 0937-0107 Each 2.000 32 n j, r Guide Rail Mounted Delineator Type b, (w/w) 0937-0114 Each 6.000 32 n j, r Guide Rail Mounted Delineator Type d, (w/w) 0941-0001 Each 46.000 11** n r Reset Post Mounted Signs, Type b 0945-0001 Each 39.000 11** n r Reset Post Mounted Signs, Type f 0951-0126 Each 1.000 32 n p Traffic Signal Support, 26` Mast Arm 0951-0128 Each 2.000 21** n p Traffic Signal Support, 28` Mast Arm 0951-0132 Each 2.000 21 n p Traffic Signal Support, 32` Mast Arm 0951-2126 Each 1.000 11 n p Traffic Signal Support, 26` Mast Arm With Luminaire Arm (30` Mounting Height) 0951-2130 Each 2.000 11 n p Traffic Signal Support, 30` Mast Arm With Luminaire Arm (30` Mounting Height) 0951-2132 Each 1.000 11 n p Traffic Signal Support, 32` Mast Arm With Luminaire Arm (30` Mounting Height) 0951-2140 Each 2.000 21 n p Traffic Signal Support, 40` Mast Arm With Luminaire Arm (30` Mounting Height) 4951-4012 Each 8.000 11** n Yes p Proj Traffic Signal Support, 12` Pedestal Type f (With Cast Aluminum Breakaway Base) 4951-4026 Each 7.000 11** n Yes p Proj Pedestrian Stub Pole, Type f (With Cast Aluminum Breakaway Base) 4952-1040 Each 2.000 11** n Yes p Proj Nema Ts-2; Type 2 Controller Assembly, Type 1 Mounting (With Riser And Siemens m60 Traffic Signal Controller) 4953-0350 Each 1.000 21 n Yes p Proj Master Controller , Siemens (Compatible With Siemens Tactics And Maxview Traffic Management Systems) 0953-0360 Lump Sum 1.000 21 n p Closed Loop System 0954-0012 Linear Foot 334.000 11** n p8 2 Inch Conduit 0954-0013 Linear Foot 1,661.000 11** n p8 3 Inch Conduit 0954-0151 Linear Foot 306.000 11** n c1, p8 Trench And Backfill, Type i 0954-0152 Linear Foot 334.000 11** n c1, p8 Trench And Backfill, Type Ii 0954-0153 Linear Foot 312.000 11** n c1, p8 Trench And Backfill, Type Iii 0954-0201 Linear Foot 2,400.000 11** n p8 Signal Cable, 14 Awg, 3 Conductor 0954-0202 Linear Foot 2,925.000 11** n p8 Signal Cable, 14 Awg, 5 Conductor 0954-0203 Linear Foot 3,950.000 11** n p8 Signal Cable, 14 Awg, 7 Conductor 0954-0304 Each 18.000 11** n p8 Junction Box, Jb-27 Galvanized Steel 0954-0403 Each 1.000 41 n p8 Electrical Service, Type c 4954-0403 Each 3.000 11** n Yes p8 Proj Electrical Service, Type c (Dual Disconnect) 4954-0500 Linear Foot 181.000 21 n Yes c6, p8 Proj Directional Boring (Minimum Depth) 4954-0600 Each 3.000 11** n Yes p8 Proj Uninterruptible Power Supply (Ups) (Loss Of Power Indicator) 0955-1503 Each 2.000 21 n p Optically Programmed Signal Head, Three 12" Sections 0955-3208 Each 21.000 11** n p Vehicular Signal Head, Three 12" Sections 0955-3210 Each 6.000 11** n p Vehicular Signal Head, Five 12" Sections 0955-3722 Each 18.000 11** n p Led Countdown Pedestrian Signal Head, Type a 4956-0500 Each 18.000 11** n Yes p Proj Pedestrian Push Button (Includes Extension Arm) 4956-0700 Each 12.000 11** n Yes p Proj Video Detector (Thermal Imaging) 0956-0801 Each 3.000 11** n p Optical Preemption System 0962-1000 Linear Foot 9,109.000 31** n o 4" White Waterborne Pavement Markings 0962-1001 Linear Foot 5,100.000 11** n o 6" White Waterborne Pavement Markings 0962-1005 Linear Foot 27,700.000 11** n o 4" Yellow Waterborne Pavement Markings 0962-1025 Each 8.000 11 n o3 White Waterborne Pavement Legend, "Only", 8`-0" 0962-1050 Each 3.000 11** n o3 White Waterborne Pavement Legend, "Rr Crossing", 6`-6", 10` Lane Width (Includes "x", "Rr", And 2 Transverse Bands) 0962-1060 Each 1.000 11 n o3 White Waterborne Pavement Legend, "Straight Arrow", 12`-0" x 1`-8" 0962-1061 Each 1.000 11 n o3 White Waterborne Pavement Legend, "Right Arrow", 12`-0" x 3`-0" 0962-1062 Each 10.000 11 n o3 White Waterborne Pavement Legend, "Left Arrow", 12`-0" x 3`-0" 0962-1063 Each 3.000 11 n o3 White Waterborne Pavement Legend, "Thru And Right Arrow", 20`-0" x 3`-7" 0962-1065 Each 4.000 11 n o3 White Waterborne Pavement Legend, "Wrong Way Arrow", 23`-0" 0963-0001 Square Foot 196.000 11** n o2, o3 Pavement Marking Removal 0963-0004 Linear Foot 16,670.000 11** n o2, o3 4" Pavement Marking Removal 0963-0006 Linear Foot 553.000 11** n o2, o3 6" Pavement Marking Removal 0963-0010 Each 25.000 11** n o2, o3 Pavement Marking Removal (Legends And Symbols) 0964-0005 Linear Foot 1,265.000 11** n o 6" White Epoxy Pavement Markings 0964-0011 Linear Foot 2,124.000 11** n o 12" White Epoxy Pavement Markings 0964-0021 Linear Foot 384.000 11** n o 24" White Epoxy Pavement Markings 0964-0022 Linear Foot 450.000 21 n o 24" Yellow Epoxy Pavement Markings 0964-0101 Each 17.000 11** n o3 White Epoxy Legend, "Only", 8` - 0" 0964-0119 Each 2.000 41 n o3 White Epoxy Legend, "Handicap Symbol", 3` - 3" x 2`-11" 0964-0150 Each 3.000 11** n o3 White Epoxy Legend, "Rr Crossing", 6` - 6", 10` Lane Width (Includes "x", "Rr", And 2 Transverse Bands) 0964-0222 Each 3.000 21** n o3 White Epoxy Legend, "Right Arrow", 12` - 0" x 3` - 0" 0964-0224 Each 21.000 11** n o3 White Epoxy Legend, "Left Arrow", 12` - 0" x 3` - 0" 0964-0228 Each 2.000 21** n o3 White Epoxy Legend, "Thru And Left Arrow", 20` - 0" x 3` - 7" 0971-0001 Each 7.000 31 n r Remove Post Mounted Signs, Type b 0975-0001 Each 10.000 21** n r Remove Post Mounted Signs, Type f 5018-0070 Lump Sum 1.000 33 n Yes c1, t1 Std Removal Of Portion Of Existing Culvert (Existing Curb Removal) 1999-9999 Hour 1,000.000 11 n z Std Trainees 9000-0001 Each 10.000 11** n p Proj Led Luminaire, 250-Watt Equivalent, Arm Mount 9000-0002 Each 1.000 21 n p Std Gps Antenna And Receiver 9000-0003 Each 2.000 11 n p Proj Pedestrian Crossing Sign And Led Beacons 9000-0004 Dollar 50,000.000 $1.00 $50,000.00 11 y f1 Proj Survey And Repair Of Detour Routes 9000-0005 Each 2.000 21 n p Proj 15 Foot Aluminum Bracket Arm 9000-0008 Linear Foot 336.000 11 n m Proj Tree Root Barriers 9000-0009 Each 6.000 11** n r Proj Decorative Street Sign Post And Foundation 9000-0010 Cubic Yard 2,237.000 11** n m2 Proj Soil Amendment Modified Mix 9000-0011 Each 3.000 21 n p8 Proj Connect To Existing Junction Box 9000-0012 Each 1.000 31 n c1 Proj Concrete Post Removal 9000-0013 Lump Sum 1.000 11 n p Proj Temporary Traffic Control Signals (Existing And Permanent) 9000-0014 Each 1.000 21 n p Proj Nema Ts-2; Type 2 Controller Assembly, Type 1 Mounting, With Riser, Siemens m60 Traffic Signal Controller, And Railroad Preemption Interface 9000-0015 Lump Sum 1.000 21 n p8 Proj Conduit Installation On Railroad Signal Support, Station 579+98 Rt 9000-0016 Lump Sum 1.000 21 n p8 Proj Conduit Installation On Railroad Signal Support, Station 580+67 Lt 9000-0017 Each 1.000 32 n p Proj Traffic Signal Support, 48` Mast Arm And 30` Mast Arm, Twin Mast Arm, With Luminaire Arm (30` Mounting Height) 9000-0018 Each 1.000 32 n p Proj Traffic Signal Support, 38` Mast Arm And 38` Mast Arm, Twin Mast Arm, With Luminaire Arm (30` Mounting Height) 9000-0019 Linear Foot 4,200.000 11** n x Proj Trolley Track Removal 9000-0020 Linear Foot 24.000 41 n j, j2 Proj Wood Fencing 9000-0021 Linear Foot 17.000 41 n j, j2 Proj Structure Mounted Wood Fencing 9000-0022 Each 40.000 41 n x Proj Parking Meter Post 9000-0023 Linear Foot 96.000 41 n j, j2 Proj Retaining Wall Fence 9000-0025 Linear Foot 677.000 41 n h Proj Downspouting 9000-0031 Dollar 10,000.000 $1.00 $10,000.00 12 y x Proj Unforeseen Soil Containation (Section 114) 9000-0032 Dollar 10,000.000 $1.00 $10,000.00 32 y x Proj Unforeseen Soil Containation (Section 100) 9000-0037 Each 1.000 11 n p Proj Timing Change 9000-0054 Lump Sum 1.000 11 n p Proj Temporary Modifications To Existing Traffic Signal 9000-0250 Dollar 4,000.000 $1.00 $4,000.00 11 y x Proj Locate Existing Unknown Underground Facilities 9000-0911 Dollar 10,000.000 $1.00 $10,000.00 11 y q Std Incident Management Plan 9000-0942 Each 1.000 21 n p Proj Communications Drop 9000-0962 Lump Sum 1.000 21 n p Proj Broadband Wireless Communication System Radios 9000-8008 Each 40.000 41 n p8 Proj Decorative Lighting Pole 14 Foot Mounting 9000-8017 Each 21.000 41 n p8 Proj Removal Of Existing Street Light 9000-8018 Each 40.000 41 n p8 Proj Street Light Pole Foundation 9000-8023 Each 40.000 41 n p8 Proj 75w Led Luminaire, Post Mounted 9000-8045 Each 1.000 41 n p8 Proj Complete Power Supply System

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