Grading, Drainage, Signals, Lighting and Paving on U.S. 64 (S.R 460, Somerville Beltway) from near U.S. 64 (S.R. 15)

Project No. NH-460(10), 24092-3404-14 (PIN 101607.01) The grading, drainage, signals, lighting and paving on U.S. 64 (S.R 460, Somerville Beltway) from near U.S. 64 (S.R. 15) west of Somerville to near S.R. 76 south of Somerville. 105-01 Construction Stakes, Lines And Grades (1) Ls 109-10.01 Trainee 5,240.000 Hour 201-01 Clearing And Grubbing (1) Ls 202-01 Removal Of Structures And Obstructions (1) Ls 203-01 Road & Drainage Excavation (Unclassified) 514,319.000 c.y. 203-03 Borrow Excavation (Unclassified) 452,956.000 c.y. 203-03.10 Select Granular Material 7,407.000 Ton 203-04 Placing And Spreading Topsoil 42,856.958 c.y. 203-05 Undercutting 37,399.000 c.y. 203-10.05 Settlement Plate / Monitoring Device 2.000 Each 204-08 Foundation Fill Material 1,657.419 c.y. 204-08.01 Backfill Material (Flowable Fill) 340.000 c.y. 209-03.99 Protected Area Marker (White With Decal) 6.000 Each 209-05 Sediment Removal 3,316.000 c.y. 209-08.02 Temporary Silt Fence (With Backing) 69,175.000 l.f. 209-08.03 Temporary Silt Fence (Without Backing) 40,627.000 l.f. 209-08.07 Rock Check Dam 89.000 Each 209-08.08 Enhanced Rock Check Dam 35.000 Each 209-09.01 Sandbags 3,000.000 Bag 209-09.03 Sediment Filter Bag (15' x 15') 36.000 Each 209-20.03 Polyethylene Sheeting (6 Mil. Minimum) 100.000 s.y. 209-40.33 Catch Basin Protection (Type d) 6.000 Each 209-40.41 Catch Basin Filter Assembly(Type 1) 6.000 Each 209-65.03 Temporary Diversion Channel 4,946.000 l.f. 303-01.01 Granular Backfill (Roadway) 18,471.339 Ton 303-02 Mineral Aggregate, Type b Base, Grading (Description) (c Or d) 426.049 Ton 303-10.01 Mineral Aggregate (Size 57) 356.000 Ton 307-01.01 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading a 3,658.000 Ton 307-01.20 Asp. Conc. Mix(Pg64-22) (Bpmb-Hm) Gr. a-s 955.000 Ton 411-01.10 Acs Mix(Pg64-22) Grading d 1,084.000 Ton 411-12.01 Scoring Shoulders (Continuous) (16in Width) 0.280 l.m. 411-12.02 Scoring Shoulders (Non-Continuous) (16in Width) 4.730 l.m. 415-01.02 Cold Planing Bituminous Pavement 6,962.000 s.y. 604-01.01 Class a Concrete (Roadway) 2,776.577 c.y. 604-01.02 Steel Bar Reinforcement (Roadway) 382,113.180 Lb. 607-03.02 18" Concrete Pipe Culvert (Class Iii) 478.000 l.f. 607-05.02 24" Concrete Pipe Culvert (Class Iii) 528.000 l.f. 607-05.03 24" Concrete Pipe Culvert (Class Iv) 215.000 l.f. 607-06.02 30" Concrete Pipe Culvert (Class Iii) 20.000 l.f. 607-06.03 30" Concrete Pipe Culvert (Class Iv) 263.000 l.f. 607-06.04 30" Concrete Pipe Culvert (Class v) 266.000 l.f. 607-07.02 36" Concrete Pipe Culvert (Class Iii) 740.000 l.f. 607-07.04 36" Concrete Pipe Culvert (Class v) 316.000 l.f. 607-08.02 42" Concrete Pipe Culvert (Class Iii) 310.000 l.f. 607-08.03 42" Concrete Pipe Culvert (Class Iv) 104.000 l.f. 607-08.04 42" Concrete Pipe Culvert (Class v) 204.000 l.f. 607-39.02 18" Pipe Culvert (Side Drain) 371.000 l.f. 607-39.03 24" Pipe Culvert (Side Drain) 100.000 l.f. 607-39.04 30" Pipe Culvert (Side Drain) 102.000 l.f. 611-01.02 Manholes, > 4' - 8' Depth 1.000 Each 611-01.03 Manholes, > 8' - 12' Depth 1.000 Each 611-01.04 Manholes, > 12' - 16' Depth 1.000 Each 611-01.05 Manholes, > 16' - 20' Depth 3.000 Each 611-07.01 Class a Concrete (Pipe Endwalls) 17.000 c.y. 611-07.02 Steel Bar Reinforcement (Pipe Endwalls) 726.000 Lb. 611-07.31 18in Endwall (Side Drain) 10.000 Each 611-07.32 24in Endwall (Side Drain) 2.000 Each 611-07.33 30in Endwall (Side Drain) 2.000 Each 611-07.35 42in Endwall (Side Drain) 2.000 Each 611-07.54 18in Endwall (Cross Drain) 3:1 2.000 Each 611-07.56 18in Endwall (Cross Drain) 6:1 6.000 Each 611-07.57 24in Endwall (Cross Drain) 3:1 2.000 Each 611-07.58 24in Endwall (Cross Drain) 4:1 3.000 Each 611-07.59 24in Endwall (Cross Drain) 6:1 2.000 Each 611-07.60 30in Endwall (Cross Drain) 3:1 4.000 Each 611-07.63 36in Endwall (Cross Drain) 3:1 3.000 Each 611-07.64 36in 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 1.000 Each 611-07.69 48in Endwall (Cross Drain) 3:1 4.000 Each 611-07.70 48in Endwall (Cross Drain) 4:1 2.000 Each 611-07.71 48in Endwall (Cross Drain) 6:1 1.000 Each 611-38.01 Catch Basins, Type 38, 0' - 4' Depth 1.000 Each 611-38.02 Catch Basins, Type 38, > 4' - 8' Depth 2.000 Each 621-03.02 18" Temporary Drainage Pipe 46.000 l.f. 621-03.03 24" Temporary Drainage Pipe 190.000 l.f. 621-03.04 30" Temporary Drainage Pipe 184.000 l.f. 621-03.05 36" Temporary Drainage Pipe 104.000 l.f. 621-03.08 54" Temporary Drainage Pipe 394.000 l.f. 705-06.01 w Beam Gr (Type 2) Mash Tl-3 1,125.000 l.f. 705-06.10 Gr Terminaltrailing End (Type 13) Mash Tl-3 1.000 Each 705-06.20 Tangent Energy Absorbing Term Mash Tl-3 3.000 Each 707-01.11 Chain Link Fence (6 Foot) 300.000 l.f. 707-01.13 Gate - Chain-Link Fence-6 Foot (Description) (20' Wide) 1.000 Each 707-01.14 Gate - Chain-Link Fence-6 Foot (Description) (40' Wide) 1.000 Each 707-03.01 Stock Fence 33,626.000 l.f. 707-03.02 End, Braced Line, Corner Post Assembly(Stock Fence) 225.000 Each 707-08.11 High-Visibility Construction Fence 26,000.000 l.f. 708-02.01 Markers (Concrete r.o.w. Posts) 126.000 Each 709-05.05 Machined Rip-Rap (Class a-3) 513.000 Ton 709-05.06 Machined Rip-Rap (Class a-1) 13,512.082 Ton 709-05.08 Machined Rip-Rap (Class b) 5,284.000 Ton 709-05.09 Machined Rip-Rap (Class c) 4,252.637 Ton 710-02 Aggregate Underdrains (With Pipe) 23,957.000 l.f. 710-06.12 Lateral Underdrain Endwall (3:1) 23.000 Each 710-06.13 Lateral Underdrain Endwall (4:1) 18.000 Each 710-06.14 Lateral Underdrain Endwall (5:1) 1.000 Each 710-06.15 Lateral Underdrain Endwall (6:1) 82.000 Each 712-01 Traffic Control (1) Ls 712-02.02 Interconnected Portable Barrier Rail 2,200.000 l.f. 712-02.60 Temporary Work Zone Crash Cushion (Mash Tl-3) 4.000 Each 712-04.01 Flexible Drums (Channelizing) 116.000 Each 712-04.10 Temporary Flexible Tubular Delineator 185.000 Each 712-04.50 Barrier Rail Delineator 110.000 Each 712-05.01 Warning Lights (Type a) 54.000 Each 712-05.03 Warning Lights (Type c) 52.000 e 712-06 Signs (Construction) 1,674.312 s.f. 712-07.03 Temporary Barricades (Type Iii) 473.000 l.f. 712-08.03 Arrow Board (Type c) 2.000 Each 712-09.02 Removable Pavement Marking (8" Barrier Line) 8,958.000 l.f. 713-02.14 Flexible Delineator (White) 130.000 Each 713-11.01 "u" Section Steel Posts 1,422.000 Lb. 713-11.02 Perforated/Knockout Square Tube Post 1,084.000 Lb. 713-13.02 Flat Sheet Aluminum Signs (0.080" Thick) 545.000 s.f. 713-13.03 Flat Sheet Aluminum Signs (0.100" Thick) 59.000 s.f. 713-15 Removal Of Signs, Posts And Footings (1) Ls 713-15.07 Suspended Flat Sheet Aluminum Sign (0.080" Thick) 2.000 Each 713-15.35 Metal Barricade (Type Iii) 5.000 Each 713-16.01 Changeable Message Sign Unit 4.000 Each 713-16.06 Dead End Sign And Support 1.000 Each 713-16.07 End Of Roadway Sign And Support 4.000 Each 713-16.21 Signs (Description) (w3-3, 36"x36") 2.000 Each 713-16.41 Relocate Sign (1) Ls 714-03 Jacked Or Bored Conduit 180.000 l.f. 714-03.01 Direct Burial Conduit (2" Pvc, Schedule 40) 2,550.000 l.f. 714-05.04 Pull Boxes (Type c) 5.000 Each 714-06.05 Cable (1/c # 6 Awg) 2,450.000 l.f. 714-06.06 Cable (1/c # 4 Awg) 3,690.000 l.f. 714-06.09 Cable (Description) (#4 Solid Copper Soft Drawn) 2,745.000 l.f. 714-08.09 Light Standards (Description) (40' Mh) 11.000 Each 714-08.23 Foundation (Only) For Light Standards 11.000 Each 714-09.09 Luminaires (Description) (150w - Led) 11.000 Each 714-12 Control Center (1) Ls 714-25 Electrical Connection 1.000 Each 716-01.05 Temporary Raised Pavement Marker 152.000 Each 716-01.21 Snowplowable Raised Pavement Markers (Bi-Dir) (1 Color) 639.000 Each 716-01.22 Snowplowable Raised Pavment Markers (Mono-Dir)(1 Color) 166.000 Each 716-01.23 Snowplowable Raised Pavement Markers (Bi-Dir)(2 Color) 50.000 Each 716-02.04 Plastic Pavement Marking(Channelization Striping) 2,704.000 s.y. 716-02.05 Plastic Pavement Marking (Stop Line) 365.000 l.f. 716-02.06 Plastic Pavement Marking (Turn Lane Arrow) 26.000 Each 716-02.08 Plastic Pavement Marking (8" Dotted Line) 421.000 l.f. 716-03.01 Plastic Word Pavement Marking (Only) 12.000 Each 716-05.02 Painted Pavement Marking (8" Barrier Line) 14,189.000 l.f. 716-05.05 Painted Pavement Marking (Stop Line) 31.000 l.f. 716-05.06 Painted Pavement Marking (Turn Lane Arrow) 4.000 Each 716-05.20 Painted Pavement Marking (6" Line) 1.980 l.m. 716-06.01 Painted Word Pvmt Mark ( ) 4.000 Each 716-08.01 Removal Of Pavement Marking (Line) 6,043.000 l.f. 716-08.02 Removal Of Pavement Marking (8" Barrier Line) 8,958.000 l.f. 716-12.01 Enhanced Flatline Thermo Pvmt Mrkng (4in Line) 1.810 l.m. 716-12.02 Enhanced Flatline Thermo Pvmt Mrkng (6in Line) 13.860 l.m. 716-12.03 Enhanced Flatline Thermo Pvmt Mrkng (8in Barrier Line) 3,952.000 l.f. 717-01 Mobilization (1) Ls 730-02.09 Signal Head Assembly (130 With Backplate) 13.000 Each 730-02.17 Signal Head Assembly (150 a2h With Backplate) 1.000 Each 730-02.30 Signal Head Assembly (Description) (Type 140a4f With Backplate) 1.000 Each 730-02.31 Signal Head Assembly (Description) (130 a3 With Backplate) 1.000 Each 730-03.21 Install Pull Box (Type b) 32.000 Each 730-05.01 Electrical Service Connection 2.000 Each 730-08.03 Signal Cable - 7 Conductor 1,725.000 l.f. 730-09.20 Span Wire Assembly 1,200.000 l.f. 730-10.01 Tether Wire Assembly - 1/4" Diameter 1,200.000 l.f. 730-12.01 Conduit 1" Diameter (Pvc) 2,575.000 l.f. 730-12.02 Conduit 2" Diameter (Pvc) 310.000 l.f. 730-12.03 Conduit 3" Diameter (Pvc) 130.000 l.f. 730-12.13 Conduit 2" Diameter (Jack And Bore) 220.000 l.f. 730-14.01 Shielded Detector Cable 10,325.000 l.f. 730-14.02 Saw Slot 1,970.000 l.f. 730-14.03 Loop Wire 3,950.000 l.f. 730-15.32 Cabinet (Eight Phase Base Mounted) 2.000 Each 730-16.04 Controller (Atc) 2.000 Each 730-23.01 Steel Strain Pole (Signal Support) 8.000 Each 730-40 Temporary Traffic Signal System 1.000 Each 730-50.10 Solar Powered Flashing Assembly 8.000 Each 740-07.03 Geogrid Reinforcement Type 1 4,139.000 s.y. 740-10.03 Geotextile (Type Iii)(Erosion Control) 26,946.000 s.y. 740-10.04 Geotextile (Type Iv)(Stabilization) 28,375.000 s.y. 740-11.02 Temporary Sediment Tube 12in 45,274.000 l.f. 740-11.05 Temporary Sediment Tube 24in 145,339.000 l.f. 740-11.06 Temporary Sediment Tube Check Dam 525.000 Each 795-03.06 8in Pvc Water Line 110.000 l.f. 801-01 Seeding (With Mulch) 9.587 Unit 801-01.07 Temporary Seeding (With Mulch) 8.000 Unit 801-01.30 Cover Crop Seed Mix (Ripzn/Flpl) w/Mulch 4.000 Unit 801-02 Seeding (Without Mulch) 111.826 Unit 801-03 Water (Seeding & Sodding) 3,008.000 m.g. 802-02.30 Cuttings: Salix Nigra (18in-24in Length) 134.000 Each 802-11.09 Carya Ovata (Shagbark Hickory 2-5ft Cntnr Grwn) 10.000 Each 802-11.18 Liquidamber Styraciflua (Sweetgum 2-5ft Cntnr Grwn) 8.000 Each 802-11.26 Platanus Occidentalis (Sycamore 2-5ft Cntnr Grwn) 8.000 Each 802-11.39 Quercus Rubra (Northern Red Oak 2-5ft Cntnr Grwn) 8.000 Each 802-11.44 Ulmus Americana (American Elm 2-5ft Cntnr Grwn) 8.000 Each 803-01 Sodding (New Sod) 299,642.000 s.y. 805-01.01 Turf Reinforcement Mat (Class i) 9,317.827 s.y. 806-02.03 Project Mowing 5.000 Cycl 790-03.02 Pole 40ft Class 3 Wood 3.000 Each 790-04.02 Pole 45ft Class 2 Wood 3.000 Each 790-05.01 Pole 50ft Class 1 Wood 2.000 Each 790-06.01 Pole 55ft Class 1 Wood 9.000 Each 790-07.01 Pole 60ft Class 1 Wood 3.000 Each 790-21.04 1ph Sgl Support 15kv 1.000 Each 790-21.05 1ph Dbl Primary Support 15kv 1.000 Each 790-21.07 1ph Primary Lg Angle 15kv 1.000 Each 790-21.09 1ph Primary Tap 15kv 4.000 Each 790-21.18 1ph Dde Feed Through 15kv 1.000 Each 790-25.01 3ph Crossarm Sgl 15kv 1.000 Each 790-25.07 3ph Crossarm Dbl Lrg Cond 15kv 3.000 Each 790-25.08 3ph Crossarm Sgl Lrg Cond 15kv 2.000 Each 790-25.11 3ph Crossarm Dbl Prim Sup Lrg Cond 15kv 8.000 Each 790-25.21 3ph Crossarm Deadend Sgl 15kv 11.000 Each 790-25.29 3ph Crossarm Sgl 10ft Lrg Cond 15kv 6.000 Each 790-30.01 Secondary Assemblies Small Angle 1.000 Each 790-30.03 Secondary Assemblies Deadend 3.000 Each 790-32.02 Down Guy - Through Bolt Type Heavy Duty 42.000 Each 790-32.23 Guy Guard 26.000 Each 790-33.04 Screw Type Anchor 10,000lb-12,000lb 4.000 Each 790-36.14 Transfer Conductor 74.000 Each 790-40.01 Oh Cond 4 7/1 Acsr Swanate 1,669.000 l.f. 790-40.02 Oh Cond 2 7/1 Acsr Sparate 3,883.000 l.f. 790-40.05 Oh Cond 3/0 6/1 Acsr Pigeon 2,419.000 l.f. 790-40.09 Oh Cond 336.4 18/1 Acsr Merlin 7,226.000 l.f. 790-46.01 1ph Transformer 2.000 Each 790-52.06 25kva 1ph Oh Xformer 7.2kv 120/240 2.000 Each 790-65.03 Lightning Arrester Arm Mtd 9 Kv 1.000 Each 790-68.01 Pole Ground Rod Type 20.000 Each 790-68.10 Miscellaneous Assemblies 2.000 Each 790-72.01 Anchor Power Screw 22.000 Each 790-98.01 Remove Wire 37,973.000 l.f. 790-98.02 Remove Poles 47.000 Each 790-98.03 Remove Framing/Associated Apparatus 192.000 Each 791-02.04 4in Mdpe Gas Main 2,752.000 l.f. 791-05.03 Bore/Jack 8in - Steel Casing Pipe - Uncon. 63.000 l.f. 791-05.31 4in Steel Casing Pipe Open Cut 140.000 l.f. 791-05.53 8in Steel Casing Open Cut 195.000 l.f. 791-06.02 Connect To 2in Ex. Pe Main 1.000 Each 791-06.24 Connect To 4in Ex. Pe Main 4.000 Each 791-07.09 2in Steel Gas Valve Assembly 1.000 Each 791-07.10 4in Steel Gas Valve Assembly 2.000 Each 791-10.05 Retire In Place 4in Serv Cut & Plug 6.000 Each 791-10.10 Retire Gas Main (1) Ls 795-14.05 Concrete Encasement 50.000 l.f. 795-01.03 6in Dip Restrained Joint Water Line 60.000 l.f.795-01.05 8in Dip Restrained Joint Water Line 578.000 l.f. 795-01.06 8in Dip Slip Joint Water Line 1,280.000 l.f. 795-01.07 10in Dip Restrained Joint Water Line 147.000 l.f. 795-01.08 10in Dip Slip Joint Water Line 307.000 l.f. 795-06.05 Connect To 8in Water Line 5.000 Each 795-06.06 Connect To 10in Water Line 1.000 Each 795-06.34 Cut And Cap 8in Water Line 3.000 Each 795-06.36 Cut & Cap 10in Water Line 1.000 Each 795-07.06 8in x 8in Tapping Sleeve And Valve 2.000 Each 795-08.04 6in Gate Valve Assembly 6.000 Each 795-08.05 8in Gate Valve Assembly 7.000 Each 795-08.06 10in Gate Valve Assembly 1.000 Each 795-09.09 Relocate/Reconnect Service Assembly 2.000 Each 795-11.02 Fire Hydrant Assembly 6.000 Each 795-11.12 Retire In Place Existing Water Main 2,205.000 l.f. 795-12.01 Remove Fire Hydrant 2.000 Each 795-13.01 Di Fittings 1,500.000 Lb. 795-15.25 16in Steel Casing Pipe Open Cut Method 180.000 l.f. 797-01.53 Vent Pipe Assembly 1.000 Each 797-05.01 8in Dip Gravity Sewer 0ft-6ft Depth 370.000 l.f. 797-05.02 8in Dip Gravity Sewer 6ft-12ft Depth 1,783.000 l.f. 797-05.09 12in Dip Gravity Sewer 0ft-6ft Depth 23.000 l.f. 797-05.10 12in Dip Gravity Sewer 6ft-12ft Depth 130.000 l.f. 797-06.93 Open Cut 24in Steel Casing Pipe 566.000 l.f. 797-07.02 48in Manhole 4ft-6ft Depth 1.000 Each 797-07.03 48in Manhole 6ft-8ft Depth 11.000 Each 797-07.30 72in Manhole 16ft-20ft Depth 1.000 Each 797-07.63 Replace Manhole Casting 2.000 Each 797-10.02 Connect 8in Sewer To Exist. Manhole 1.000 Each 797-10.09 Connect Ex. 8in Sewer To New Manhole 2.000 Each 797-10.10 Connect Ex.10-18in Sewer To New Manhole 2.000 Each 797-11.25 Retirein Place 48in Manhole 7.000 Each 797-11.31 Retirein Place Existing Sewer 8in-14in 2,620.000 l.f. 203-06 Water 2,297.918 m.g. 303-01 Mineral Aggregate, Type a Base, Grading d 104,953.199 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading b-m2 6,509.579 Ton 307-01.21 Asp. Conc. Mix(Pg70-22) (Bpmb-Hm) Gr. a-s 7,074.449 Ton 307-02.01 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading a 9,065.962 Ton 307-02.08 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading b-m2 5,319.989 Ton 402-01 Bituminous Material For Prime Coat (Pc) 154.973 Ton 402-02 Aggregate For Cover Material (Pc) 550.750 Ton 403-01 Bituminous Material For Tack Coat (Tc) 78.917 Ton 411-01.07 Acs Mix (Pg64-22) Grading e Shoulder 2,844.779 Ton 411-02.10 Acs Mix(Pg70-22) Grading d 3,424.952 Ton 710-05 Lateral Underdrain 3,704.488 l.f. 203-06 Water 2,025.878 m.g. 303-01 Mineral Aggregate, Type a Base, Grading d 53,517.885 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading b-m2 6,509.579 Ton 307-01.21 Asp. Conc. Mix(Pg70-22) (Bpmb-Hm) Gr. a-s 7,074.449 Ton 307-02.01 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading a 9,065.962 Ton 307-02.08 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading b-m2 5,319.989 Ton 309-01.01 Mineral Aggregate (a-Cbc) 13,393.123 Ton 309-01.02 Portland Cement (a-Cbc) 652.495 Ton 309-02 Bituminous Material (a-Cbc) 38.344 Ton 402-01 Bituminous Material For Prime Coat (Pc) 154.973 Ton 402-02 Aggregate For Cover Material (Pc) 550.750 Ton 403-01 Bituminous Material For Tack Coat (Tc) 78.917 411-01.07 Acs Mix (Pg64-22) Grading e Shoulder 2,844.779 Ton 411-02.10 Acs Mix(Pg70-22) Grading d 3,424.952 Ton 710-05 Lateral Underdrain 3,704.488 l.f. 203-06 Water 2,101.303 m.g. 303-01 Mineral Aggregate, Type a Base, Grading d 78,608.147 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading b-m2 2,984.426 Ton 307-01.21 Asp. Conc. Mix(Pg70-22) (Bpmb-Hm) Gr. a-s 386.272 Ton 307-02.01 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading a 654.608 Ton 307-02.08 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading b-m2 315.560 Ton 313-03 Treated Permeable Base 75,905.353 s.y. 402-01 Bituminous Material For Prime Coat (Pc) 147.311 Ton 402-02 Aggregate For Cover Material (Pc) 523.521 Ton 403-01 Bituminous Material For Tack Coat (Tc) 22.827 Ton 411-01.07 Acs Mix (Pg64-22) Grading e Shoulder 864.319 Ton 411-02.10 Acs Mix(Pg70-22) Grading d 490.939 Ton 501-01.01 Portland Cement Concrete Pavement (Plain) 8" 74,885.406 s.y. 710-05 Lateral Underdrain 2,444.527 l.f. 203-06 Water 1,965.629 m.g. 303-01 Mineral Aggregate, Type a Base, Grading d 41,265.782 Ton 307-01.08 Asphalt Concrete Mix (Pg64-22) (Bpmb-Hm) Grading b-m2 2,984.426 Ton 307-01.21 Asp. Conc. Mix(Pg70-22) (Bpmb-Hm) Gr. a-s 386.272 Ton 307-02.01 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading a 654.608 Ton 307-02.08 Asphalt Concrete Mix (Pg70-22) (Bpmb-Hm) Grading b-m2 315.560 Ton 309-01.01 Mineral Aggregate (a-Cbc) 17,128.568 Ton 309-01.02 Portland Cement (a-Cbc) 834.481 Ton 309-02 Bituminous Material (a-Cbc) 65.719 Ton 313-03 Treated Permeable Base 75,905.353 s.y. 402-01 Bituminous Material For Prime Coat (Pc) 147.311 Ton 402-02 Aggregate For Cover Material (Pc) 523.521 Ton 403-01 Bituminous Material For Tack Coat (Tc) 22.827 Ton 411-01.07 Acs Mix (Pg64-22) Grading e Shoulder 864.319 Ton 411-02.10 Acs Mix(Pg70-22) Grading d 490.939 Ton 501-01.01 Portland Cement Concrete Pavement (Plain) 8" 74,885.406 s.y. 710-05 Lateral Underdrain 2,444.527 l.f.

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.