Grading, Drainage, Construction

The grading, drainage, construction of a concrete box bridge, noise wall and paving on U.S. 79 (S.R. 76) from west of Cades-Atwood Road in Gibson County to east of S.R. 77 in Carroll County. Item No. Description Quantity Units 105-01 Construction Stakes, Lines And Grades (1) Ls 109-10.01 Trainee 5,680.000 Hour 201-01 Clearing And Grubbing (1) Ls 202-01 Removal Of Structures And Obstructions (1) Ls 203-01 Road & Drainage Excavation (Unclassified) 1,130,118.000 c.y. 203-03.10 Select Granular Material 364,020.000 Ton 203-04 Placing And Spreading Topsoil 66,598.000 c.y. 203-06 Water 21,680.000 m.g. 203-08 Channel Excavation (Unclassified) 4,321.000 c.y. 203-08.50 Sediment Basin Excavation (Common) 13,672.000 c.y. 203-15.03 Compacted Clay 115.000 c.y. 203-50 Construction Of Haul Road (1) Ls 204-08 Foundation Fill Material 475.000 c.y. 207-01.01 Subgrade Constuction And Preparation 20.000 Sta. 208-01.05 Brooming & Degrassing Shoulders 3.300 l.m. 208-02.01 Ditch (Riprap, Sand & Plastic Sheeting) 370.000 l.f. 209-02.05 12" Temporary Slope Drain 900.000 l.f. 209-03.36 Stream Mitigation-Step Pool 17.000 Each 209-03.41 Stream Mitigation - Boulder Riffle 250.000 l.f. 209-03.42 Stream Mitigation - Live Brush Layering 1,150.000 l.f. 209-03.47 Stream Mitigation - Longitudinal Stone Toe (Descrip) 50.000 c.y. 209-03.67 Stream Mitigation – Wood Toe w/Reinforced Earth 217.000 l.f. 209-03.70 Berm Ditch With Side Slope Drainage 12.000 Each 209-05 Sediment Removal 4,565.000 c.y. 209-08.02 Temporary Silt Fence (With Backing) 214,200.000 l.f. 209-08.03 Temporary Silt Fence (Without Backing) 109,380.000 l.f. 209-08.07 Rock Check Dam 305.000 Each 209-08.08 Enhanced Rock Check Dam 70.000 Each 209-09.01 Sandbags 2,250.000 Bag 209-09.04 Sediment Filter Bag(15' x 10') 18.000 Each 209-20.03 Polyethylene Sheeting (6 Mil. Minimum) 1,800.000 s.y. 209-20.21 Sediment Pond Outlet Structure (Descr.) (Skimmer Type With 1" Orifice) (1) Ls 209-40.34 Catch Basin Protection (Type e) 24.000 Each 209-40.41 Catch Basin Filter Assembly(Type 1) 25.000 Each 209-65.03 Temporary Diversion Channel 470.000 l.f. 209-65.04 Temporary In Stream Diversion 210.000 l.f. 303-01 Mineral Aggregate, Type a Base, Grading d 238,879.000 Ton 303-01.01 Granular Backfill (Roadway) 21,745.000 Ton 303-02 Mineral Aggregate, Type b Base, Grading (Description) (d) 2,500.000 Ton 303-10.01 Mineral Aggregate (Size 57) 470.000 Ton 307-01.01 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading a 25,760.000 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading b-m2 28,021.000 Ton 307-01.20 Asp. Conc. Mix(Pg64-22) (Bpmb-Hm) Gr. a-s 18,925.000 Ton 402-01 Bituminous Material For Prime Coat (Pc) 347.000 Ton 402-02 Aggregate For Cover Material (Pc) 1,231.000 Ton 403-01 Bituminous Material For Tack Coat (Tc) 226.000 Ton 411-01.07 Acs Mix (Pg64-22) Grading e Shoulder 3,824.000 Ton 411-01.10 Acs Mix(Pg64-22) Grading d 13,297.000 Ton 411-12.01 Scoring Shoulders (Continuous) (16in Width) 8.800 l.m. 411-12.02 Scoring Shoulders (Non-Continuous) (16in Width) 7.500 l.m. 411-12.03 Scoring For Rumble Stripe (Noncontinuous) (8in Width) 0.600 l.m. 415-01.01 Cold Planing Bituminous Pavement 2,667.000 Ton 604-01.01 Class a Concrete (Roadway) 1,586.000 c.y. 604-01.02 Steel Bar Reinforcement (Roadway) 296,020.000 Lb. 607-03.02 18" Concrete Pipe Culvert (Class Iii) 1,782.000 l.f. 607-05.02 24" Concrete Pipe Culvert (Class Iii) 149.000 l.f. 607-06.02 30" Concrete Pipe Culvert (Class Iii) 55.000 l.f. 607-07.02 36" Concrete Pipe Culvert (Class Iii) 260.000 l.f. 607-09.02 48" Concrete Pipe Culvert (Class Iii) 510.000 l.f. 607-39.02 18" Pipe Culvert (Side Drain) 1,392.000 l.f. 607-39.03 24" Pipe Culvert (Side Drain) 162.000 l.f. 607-39.04 30" Pipe Culvert (Side Drain) 36.000 l.f. 607-39.05 36" Pipe Culvert (Side Drain) 62.000 l.f. 607-39.07 48" Pipe Culvert (Side Drain) 75.000 l.f. 611-02.01 Spring Drain Box, Type 1 2.000 Each 611-05.01 Trench Drains 35.000 l.f. 611-07.31 18in Endwall (Side Drain) 85.000 Each 611-07.32 24in Endwall (Side Drain) 6.000 Each 611-07.33 30in Endwall (Side Drain) 2.000 Each 611-07.34 36in Endwall (Side Drain) 2.000 Each 611-07.36 48in Endwall (Side Drain) 2.000 Each 611-07.54 18in Endwall (Cross Drain) 3:1 7.000 Each 611-07.55 18in Endwall (Cross Drain) 4:1 4.000 Each 611-07.56 18in Endwall (Cross Drain) 6:1 12.000 Each 611-07.57 24in Endwall (Cross Drain) 3:1 4.000 Each 611-07.58 24in Endwall (Cross Drain) 4:1 2.000 Each 611-07.61 30in Endwall (Cross Drain) 4:1 2.000 Each 611-07.66 42in Endwall (Cross Drain) 3:1 1.000 Each 611-07.67 42in Endwall (Cross Drain) 4:1 2.000 Each 611-07.68 42in Endwall (Cross Drain) 6:1 1.000 Each 611-07.69 48in Endwall (Cross Drain) 3:1 2.000 Each 611-07.70 48in Endwall (Cross Drain) 4:1 5.000 Each 611-07.71 48in Endwall (Cross Drain) 6:1 1.000 Each 611-07.73 18in Endwall (Median Drain) 2.000 Each 611-38.01 Catch Basins, Type 38, 0' - 4' Depth 16.000 Each 611-38.02 Catch Basins, Type 38, > 4' - 8' Depth 2.000 Each 611-39.01 Catch Basins, Type 39, 0' - 4' Depth 5.000 Each 611-39.02 Catch Basins, Type 39, > 4' - 8' Depth 2.000 Each 621-03.02 18" Temporary Drainage Pipe 228.000 l.f. 621-03.03 24" Temporary Drainage Pipe 87.000 l.f. 621-03.05 36" Temporary Drainage Pipe 128.000 l.f. 621-03.07 48" Temporary Drainage Pipe 256.000 l.f. 621-03.11 72" Temporary Drainage Pipe 240.000 l.f. 705-01.04 Metal Beam Guard Fence 50.000 l.f. 705-06.01 w Beam Gr (Type 2) Mash Tl-3 3,233.000 l.f. 705-06.10 Gr Terminaltrailing End (Type 13) Mash Tl-3 16.000 Each 705-06.11 Gr Terminal (In-Inline) Mash Tl-3 6.000 Each 705-06.20 Tangent Energy Absorbing Term Mash Tl-3 27.000 Each 705-06.30 Gr Terminal (Energy Absorbing) Mash Tl-2 1.000 Each 706-06.03 Radius Rail 317.000 l.f. 707-01.11 Chain Link Fence (6 Foot) 44,860.000 l.f. 707-01.12 End & Corner Post Assembly(Chain-Link Fence 6') 147.000 Each 707-04 Water Crossing 325.000 l.f. 707-08.11 High-Visibility Construction Fence 44,880.000 l.f. 708-02.01 Markers (Concrete r.o.w. Posts) 149.000 Each 709-05.05 Machined Rip-Rap (Class a-3) 842.000 Ton 709-05.06 Machined Rip-Rap (Class a-1) 5,765.000 Ton 709-05.08 Machined Rip-Rap (Class b) 3,439.000 Ton 709-05.81 Rock Riffles (1) Ls 709-05.83 Embedded Riprap 30.000 Ton 710-02 Aggregate Underdrains (With Pipe) 41,106.000 l.f. 710-05 Lateral Underdrain 7,455.000 l.f. 710-06.12 Lateral Underdrain Endwall (3:1) 80.000 Each 710-06.13 Lateral Underdrain Endwall (4:1) 80.000 Each 710-06.15 Lateral Underdrain Endwall (6:1) 80.000 Each 712-01 Traffic Control (1) Ls 712-02.02 Interconnected Portable Barrier Rail 1,450.000 l.f. 712-02.60 Temporary Work Zone Crash Cushion (Mash Tl-3) 2.000 Each 712-04.01 Flexible Drums (Channelizing) 385.000 Each 712-05.01 Warning Lights (Type a) 100.000 Each 712-06 Signs (Construction) 1,617.000 s.f. 712-07.03 Temporary Barricades (Type Iii) 940.000 l.f. 712-08.03 Arrow Board (Type c) 2.000 Each 712-09.02 Removable Pavement Marking (8" Barrier Line) 3,120.000 l.f. 713-11.01 "u" Section Steel Posts 2,723.000 Lb. 713-11.02 Perforated/Knockout Square Tube Post 7,157.000 Lb. 713-11.04 Surface Mnt Breakaway Base For Sign Post 228.000 Each 713-11.22 u Post Slip Base 61.000 Each 713-13.02 Flat Sheet Aluminum Signs (0.080" Thick) 2,414.000 s.f. 713-15 Removal Of Signs, Posts And Footings (1) Ls 713-16.20 Signs (Description) (Protected Area) 79.000 Each 716-01.07 Temporary Raised Pavement Marker,Yellow 90.000 Each 716-01.21 Snowplowable Raised Pavement Markers (Bi-Dir) (1 Color) 134.000 Each 716-01.22 Snowplowable Raised Pavment Markers (Mono-Dir)(1 Color) 771.000 Each 716-01.30 Removal Of Snowplowable Reflective Marker 126.000 Each 716-02.04 Plastic Pavement Marking(Channelization Striping) 271.000 s.y. 716-02.05 Plastic Pavement Marking (Stop Line) 292.000 l.f. 716-02.06 Plastic Pavement Marking (Turn Lane Arrow) 10.000 Each 716-02.07 Plastic Pavement Marking (24" Barrier Line) 137.000 l.f. 716-02.08 Plastic Pavement Marking (8" Dotted Line) 4,540.000 l.f. 716-03.01 Plastic Word Pavement Marking (Only) 7.000 Each 716-04.13 Plastic Pavement Marking (Bikelane Symbol & Arrow) 8.000 Each 716-05.01 Painted Pavement Marking (4" Line) 1.600 l.m. 716-05.20 Painted Pavement Marking (6" Line) 10.100 l.m. 716-12.02 Enhanced Flatline Thermo Pvmt Mrkng (6in Line) 28.700 l.m. 716-12.03 Enhanced Flatline Thermo Pvmt Mrkng (8in Barrier Line) 1,400.000 l.f. 716-13.01 Spray Thermo Pvmt Mrkng (60 Mil) (4in Line) 0.900 l.m. 716-13.02 Spray Thermo Pvmt Mrkng (60 Mil) (6in Line) 11.100 l.m. 717-01 Mobilization (1) Ls 740-10.03 Geotextile (Type Iii)(Erosion Control) 14,886.000 s.y. 740-10.04 Geotextile (Type Iv)(Stabilization) 202,700.000 s.y. 740-11.03 Temporary Sediment Tube 18in 650.000 l.f. 801-01 Seeding (With Mulch) 350.000 Unit 801-01.07 Temporary Seeding (With Mulch) 3,220.000 Unit 801-01.08 Seeding (Special Mixture) With Mulch 736.000 Unit 801-01.17 Bonded Fiber Matrix Hydromulch (w/Temporary Seed) 1,445.000 Unit 801-02 Seeding (Without Mulch) 332.000 Unit 801-02.08 Temporary Seeding (Without Mulch) 100.000 Unit 801-03 Water (Seeding & Sodding) 3,916.000 m.g. 801-08 Fertilizer (Supplemental Application) 8.000 Ton 802-02.30 Cuttings: Salix Nigra (18in-24in Length) 310.000 Each 802-02.31 Cuttings: Salix Sericea (18in-24in) 310.000 Each 802-02.32 Cuttings: Cornus Amomum (18in-24in) 310.000 Each 802-02.33 Cuttings: Sambucus Canadensis (18in-24in) 310.000 Each 802-12.07 Betula Nigra (River Birch Seedlng b.r.) 191.000 Each 802-12.14 Diospyros Virginiana (Persimmon Seedlng b.r.) 254.000 Each 802-12.26 Platanus Occidentalis (Sycamore Seedlng b.r.) 630.000 Each 802-12.37 Quercus Palustris (Pin Oak Seedlng b.r.) 630.000 Each 802-12.38 Quercus Phellos (Willow Oak Seedlng b.r.) 630.000 Each 802-12.55 Carya Laciniosa (Shellbark Hickory Seedling b.r.) 630.000 Each 802-13.51 Alnus Serrulata (Hazel Alder Sdlng Bare Root) 1,050.000 Each 802-13.57 Ilex Opaca (American Holly Sdlng Bare Root) 191.000 Each 802-13.59 Lindera Benzoin (Spicebush Sdlng Bare Root) 1,050.000 Each 802-13.62 Ilex Verticillata (Cmmn Winterberry Sdlng b.r.) 1,050.000 Each 803-01 Sodding (New Sod) 380,800.000 s.y. 805-12.01 Erosion Control Blanket (Type i) 4,500.000 s.y. 805-12.02 Erosion Control Blanket (Type Ii) 4,500.000 s.y. 805-12.05 Turf Reinforcement Mat (Channel Liner) 241.000 s.y. 805-12.08 700 Gram Coir Fiber Erosion Blanket 3,200.000 s.y. 806-02.03 Project Mowing 6.000 Cycl 202-02.01 Removal Of Pipe (Size ,Sta.) (10' ø Cmp, Sta. 55+25, Church Street) 37.000 l.f. 203-08 Channel Excavation (Unclassified) 4,321.000 c.y. 604-02.01 Class a Concrete (Box Bridges) 518.000 c.y. 604-02.02 Steel Bar Reinforcement (Box Bridges) 93,742.000 Lb. 710-09.06 6" Perforated Pipe With Stone 260.000 l.f. 204-02.10 Drilled Caisson - Earth (Description) (30") 330.000 l.f. 204-02.11 Drilled Caisson - Earth (Description) (36") 18.000 l.f. 604-03.01 Class a Concrete (Bridges) 65.000 c.y. 718-01.01 Noise Barrier (Description) (Noise Wall) 3,356.000 s.f. 714-04.03 Conduit (Description) (1 1/2 Inch Pvd, Sch 40) 40.000 l.f. 714-04.04 Conduit (Description) (1 1/2 Inch Rigid) 10.000 l.f. 714-05.46 Wood Pole (Description) 1.000 Each 730-05.02 Service Cable (2 Conductor, # 8 Awg) 40.000 l.f. 730-11.01 Steel Conduit Riser Assembly 1.000 Each 790-01.04 Pole 30ft Class 5 Wood 2.000 Each 790-02.04 Pole 35ft Class 5 Wood 4.000 Each 790-03.02 Pole 40ft Class 3 Wood 6.000 Each 790-03.03 Pole 40ft Class 4 Wood 6.000 Each 790-04.03 Pole 45ft Class 3 Wood 12.000 Each 790-04.06 Pole 45ft Class 1 Metal 3.000 Each 790-05.05 Pole 50ft Class 1 Metal 4.000 Each 790-22.01 1ph Sgl Primary Support 25kv 3.000 Each 790-22.07 1ph Dbl Pts Angle 25kv 5.000 Each 790-22.11 1ph Dde Angle 25kv 2.000 Each 790-22.13 1ph Dead End 25kv 16.000 Each 790-26.12 3ph Crossarm Dbl Sm Angle 25kv 6.000 Each 790-26.13 3ph Crossarm Dbl Sm Angle Lrg Cond 25kv 4.000 Each 790-26.15 3ph Xarm Dbl 10ft Lrg Cond Sm Angle 25kv 2.000 Each 790-26.27 3ph Crossarm Dbl Dde 25kv 1.000 Each 790-30.01 Secondary Assemblies Small Angle 1.000 Each 790-30.02 Secondary Assemblies Lrg Angle 2.000 Each 790-30.13 Secondary Conductor 2 Al Triplex 895.000 l.f. 790-30.14 Secondary Conductor 1/0 Al Triplex 545.000 l.f. 790-31.01 Service Assembly-House Type 2.000 Each 790-31.02 Service Assembly-Pole Type 20.000 Each 790-32.02 Down Guy - Through Bolt Type Heavy Duty 34.000 Each 790-32.08 Oh Guy - Through Bolt Type Heavy Duty 4.000 Each 790-32.23 Guy Guard 21.000 Each 790-33.04 Screw Type Anchor 10,000lb-12,000lb 15.000 Each 790-40.01 Oh Cond 4 7/1 Acsr Swanate 664.000 l.f. 790-40.02 Oh Cond 2 7/1 Acsr Sparate 7,893.000 l.f. 790-40.03 Oh Cond 1/0 6/1 Acsr Raven 4,316.000 l.f. 790-40.05 Oh Cond 3/0 6/1 Acsr Pigeon 1,529.000 l.f. 790-40.09 Oh Cond 336.4 18/1 Acsr Merlin 4,587.000 l.f. 790-46.01 1ph Transformer 12.000 Each 790-52.04 15kva 1ph Oh Xformer 7.2kv 120/240 4.000 Each 790-52.06 25kva 1ph Oh Xformer 7.2kv 120/240 8.000 Each 790-68.01 Pole Ground Rod Type 36.000 Each 790-69.27 Extension Link - Epoxy -4ft 1.000 Each 790-72.01 Anchor Power Screw 6.000 Each 790-98.01 Remove Wire 24,642.000 l.f. 790-98.02 Remove Poles 36.000 Each 790-98.03 Remove Framing/Associated Apparatus 150.000 Each 791-01.02 2in Steel Gas Main 5.000 l.f. 791-02.02 2in Mdpe Gas Main 5,508.000 l.f. 791-04.02 Hdd 2in Pe Pipe - Unconsolidated 625.000 l.f. 791-05.51 4in Steel Casing Open Cut 295.000 l.f. 791-05.52 6in Steel Casing Open Cut 215.000 l.f. 791-05.53 8in Steel Casing Open Cut 625.000 l.f. 791-05.55 12in Steel Casing Open Cut 420.000 l.f. 791-05.58 16in Steel Casing Open Cut 285.000 l.f. 791-06.02 Connect To 2in Ex. Pe Main 8.000 Each 791-06.31 Connect To 2in Ex. Stl Main w/ Stopple 1.000 Each 791-08.02 3/4in Service Assembly 5.000 Each 791-08.07 3/4in Pe Service Pipe 1,007.000 l.f. 791-08.17 Hdd 3/4in Pe Service Pipe 400.000 l.f. 791-08.40 Reconnect Service Assembly 13.000 Each 791-09.02 3-Wire Cathodic Protection Station 10.000 Each 791-10.04 Retire In Place 2in Serv Cut & Plug 5.000 Each 791-10.06 Retire In Place 6in Serv Cut & Plug 3.000 Each 793-01.08 Pole 35ft Class 5 Wood 2.000 Each 793-01.39 Anchor 5/8in 2.000 Each 793-02.07 Guy Wire 6.6m Or 1/4in 2.000 Each 793-03.02 6m Strand 938.000 l.f. 793-03.12 50 Pair Cable 992.000 l.f. 793-04.02 2 Pair Aerial Drop 1,100.000 l.f. 793-04.07 Aerial Splice Closure 3.000 Each 793-04.08 Transfer Aerial Cable 3.000 Each 793-04.12 Underground Splice Closure 6.000 Each 793-07.01 12 Fiber (Material Only) 548.000 l.f. 793-07.05 96 Fiber(Material Only) 3,248.000 l.f. 793-07.16 12-96 Fiber(Installation Only) 3,796.000 l.f. 793-07.31 Single Fiber Aerial Drop 2,200.000 l.f. 793-09.01 25 Pair Buried Cable 286.000 l.f. 793-09.02 50 Pair Buried Cable 165.000 l.f. 793-09.04 100 Pair Buried Cable 100.000 l.f. 793-09.06 200 Pair Buried Cable 132.000 l.f. 793-09.08 400 Pair Buried Cable 44.000 l.f. 793-10.02 Buried Cable @ 36in Depth 9,887.000 l.f. 793-11.04 6in Pedestal 26.000 Each 793-11.06 8in Pedestal 6.000 Each 793-11.08 10in Pedestal 2.000 Each 793-11.13 Buried Riser Guard 5.000 Each 793-11.19 Marker Post 3.000 Each 793-11.20 Handhole 30inx48in 7.000 Each 793-12.02 Rearrangement Existing Cable 12.000 Each 793-13.12 1 Duct Formation @ 36in Depth 2,626.000 l.f. 793-13.17 2 Duct Formation @ 36in Depth 6,819.000 l.f. 793-14.19 4in Sch 80 Orange Flexpipe 10.000 l.f. 793-98.01 Remove Aerial Cable And Wire 445.000 l.f. 793-98.04 Remove Poles All Sizes 2.000 Each 795-03.02 2in Pvc Water Line 1,050.000 l.f. 795-03.05 6in Pvc Water Line 1,990.000 l.f. 795-03.06 8in Pvc Water Line 2,350.000 l.f. 795-07.06 8in x 8in Tapping Sleeve And Valve 4.000 Each 795-08.01 2in Gate Valve Assembly 2.000 Each 795-08.04 6in Gate Valve Assembly 3.000 Each 795-09.01 3/4in Water Service Meter Assembly 1.000 Each 795-09.60 3/4in Pexa Service Pipe 1,510.000 l.f. 797-03.04 2in Pvc Force Main 100.000 l.f. 797-03.05 3in Pvc Force Main 750.000 l.f. 797-05.79 __In Pvc Gravity Sewer 0ft-6ft Depth (4 In) 962.000 l.f. 797-05.80 __In Pvc Gravity Sewer 6ft-12ft Depth (4 In) 1,612.000 l.f. 797-05.81 __In Pvc Gravity Sewer 12ft-18ft Depth (4 In) 220.000 l.f. 797-07.02 48in Manhole 4ft-6ft Depth 4.000 Each 797-07.03 48in Manhole 6ft-8ft Depth 2.000 Each 797-07.04 48in Manhole 8ft-10ft Depth 5.000 Each 797-07.05 48in Manhole 10ft-12ft Depth 5.000 Each 797-07.06 48in Manhole 12ft-14ft Depth 1.000 Each 797-07.08 48in Manhole 16ft-20ft Depth 1.000 Each 797-07.56 Manhole Drop Connection Assembly 1.000 Each 797-08.20 Connect Service Lines (All Sizes) 1.000 Each 797-10.14 Connect To 2in Force Main 1.000 Each 797-10.15 Connect To 3in Force Main 1.000 Each 797-13.03 Fire Hydrant Assembly 2.000 Each 920-10.04 (Description) (Meter Box) 19.000 Each 920-11.04 (Description) (8in Gate Valve (Cutting-In) 2.000 Each 920-12 (Description) (Pow & Cntl Wiring-Panel To Sewer Pump) 50.000 l.f. 920-12.04 (Description) (Remove Ex. Valve Box (8in Check Valve) 1.000 Each 920-13.04 (Description) (Reloc. Check v. (Set In New Valve Box) 1.000 Each 920-14.04 (Description) (Seal Aband. Grav. Line Ent. Into w. Well) 1.000 Each 920-15.04 (Description) (Reloc. Sewer Pump Sta. Control Panel) 1.000 Each

Division 01 -	General Requirements, Vehicular Access and Parking, Traffic Control, Temporary Barriers and Enclosures.
Division 31 -	Earthwork, Erosion and Sedimentation Controls.
Division 32 -	Exterior Improvements, Flexible Paving, Asphalt Paving, Rigid Paving, Concrete Paving, Paving Specialties, Pavement Markings.
Division 33 -	Utilities, Storm Drainage Utilities, Ponds and Reservoirs, Storm Drainage Structures.
Division 35 -	Waterway and Marine Construction, Shoreline Protection, Waterway Construction and Equipment.