03 Atch3 Volume II Unit Price Book.pdf

15 Dec 22

SABER

SIMPLIFIED ACQUISITION OF BASE ENGINEER

REQUIREMENTS

VOLUME II

UNIT PRICE BOOK (UPB)

MISAWA AIR BASE

JAPAN

Attachment 3, Contract No. FA520524D0001

DATE 12/15/22

UNIT PRICE BOOK - VOLUME II

INDEX

MAJOR

BASIC

MINOR

BASIC DESCRIPTION

DIVISION 01 GENERAL

01010 SUMMARY OF WORK

01020 ALLOWANCES

DIVISION 02 SITE WORK

02210 00000 SUBSURFACE BORING AND SAMPLING

02220 00000 SITE DEMOLITION

02221 00000 SELECTIVE DEMOLITION (1)

02222 00000 SELECTIVE DEMOLITION (2)

02223 00000 MISCELLANEOUS SITE MATERIALS

02224 00000 STRUCTURE MOVING

02231 00000 CLEANING AND GRUBBING

02301 00000 EARTHWORK FOR STRUCTURES AND PAVEMENTS

02302 00000 EXCAVATION, BACKFILLING, AND COMPACTING FOR

UTILITIES

02303 00000 FILLING

02304 00000 SHORING & UNDERPINNING

02305 00000 HAULING

02306 00000 SOIL STABILIZATION

02307 00000 SOIL TREATMENT

02308 00000 EROSION & SEDIMENTATION CONTROL

02309 00000 TUNNELING, BORING & JACKING

02405 00000 PRECAST/PRESTRESSED CONCRETE PILE

02510 00000 WATER DISTRIBUTION

02530 00000 SANITARY SEWERAGE

02630 00000 STORM DRAINAGE

02640 00000 SUBDRAINAGE

02741 00000 PAVEMENT REMOVAL AND REPLACEMENT

02745 00000 CURBS AND GUTTERS

02746 00000 TRAFFIC SIGNS & SIGNALS

02747 00000 SIDEWALKS

02748 00000 FLEXIBLE PAVEMENT COATING

02749 00000 ATHLETIC/RECREATIONAL SURFACES

02761 00000 PAVEMENT MARKINGS, COST INCLUDES PREPARATION,

MEASUREMENT, CLEAN UP, PRIMER, PAINT, AND CURING.

02821 00000 CHAIN LINK FENCE AND GATES

02823 00000 RETAINING WALLS

02824 00000 WALK/ROAD/PARKING APPURTENANCES

02870 00000 SITE FURNISINGS

02921 00000 TURF

02930 00000 EXTERIOR PLANTS

02931 00000 PLANT MAINTENANCE

02932 00000 TRANSPLANTING

02933 00000 PLANT PREPARATION

02934 00000 GENERAL PLANTING

22935 00000 PLANTING ACCESSORIES

MISAWA AIR BASE - SABER CONTRACTING SYSTEM

DIVISION 00 INDEX Page 1

INDEX

MAJOR

BASIC

MINOR

BASIC DESCRIPTION

MISAWA AIR BASE - SABER CONTRACTING SYSTEM

DIVISION 03 CONCRETE

03300 00000 CAST-IN-PLACE CONCRETE

DIVISION 04 MASONRY

04200 00000 UNIT MASONRY

04230 00000 REINFORCED MASONRY

DIVISION 05 METALS

05120 00000 STRUCTURAL STEEL

05500 00000 METAL FABRICATION

DIVISION 06 WOOD AND PLASTICS

06100 00000 ROUGH CARPENTRY

06200 00000 FINISH CARPENTRY

DIVISION 07 THERMAL AND MOISTURE PROTECTION

07121 00000 BUILT-UP BITUMINOUS ROOFING

07141 00000 FLUID-APPLIED WATERPROOFING

07216 00000 LOOSE FILL INSULATION

07232 00000 CEILING, WALL, AND FLOOR INSULATION

07410 00000 METAL ROOF AND WALL PANELS

07511 00000 BUILT-UP ASPHALT ROOFING (AGGREGATE SURFACED)

07571 00000 FOAMED INSULATION AND ROOFING

07600 00000 FLASHING AND SHEETMETAL

01000 SHEET METAL ROOFING

02000 FLASHING AND TRIM

03000 COPING

04000 GUTTERS AND DOWNSPOUTS

05000 GRAVEL STOP

07920 00000 JOINT SEALANTS

DIVISION 08 DOORS AND WINDOWS

08110 00000 STEEL DOOR AND FRAMES

08120 00000 ALUMINUM DOORS AND FRAMES

08210 00000 WOOD DOORS

08331 00000 ROLLING SERVICE AND FIRE DOOR

08342 00000 STEEL SLIDING HANGER DOOR

08520 00000 ALUMINUM WINDOWS

08550 00000 WOOD WINDOW

08710 00000 DOOR HARDWARE

08800 00000 GLAZING

DIVISION 00 INDEX Page 2

INDEX

MAJOR

BASIC

MINOR

BASIC DESCRIPTION

MISAWA AIR BASE - SABER CONTRACTING SYSTEM

DIVISION 09 FINISHES

09100 00000 METAL SUPPORT ASSEMBLIES

09151 00000 CEMENT MORTAR AND WALL REPAIRS

09205 00000 FURRING AND LATHING

09212 00000 PLASTER AND STUCCO

09250 00000 GYPSUM BOARD

09510 00000 ACOUSTICAL CEILING

09651 00000 RESILIENT TILE FLOORING

09655 00000 RESILIENT SHEET FLOORING

09670 00000 CERAMIC AND QUARRY TILEING

09680 00000 CARPET

09670 00000 WALL COVERINGS

09900 00000 PAINTS AND COATINGS

DIVISION 10 SPECIALTIES

10153 TOILET PARTITIONS AND ACCESSORIES

10350 FLAGPOLES

10410 DIRECTORY AND BULLETIN BOARDS

10440 IDENTIFICATION DEVICES

10500 LOCKERS

10520 FIRE EXTINGUISHERS, CABINETS, AND ACCESSORIES

10617 METAL PARTITIONS

10670 STORAGE SHELVING

DIVISION 13 SPECIAL CONSTRUCTION

13121 PREENGINEERING MATAL BUILDING (RIGIT FRAME)

13125 METAL BUILDING SYSTEM

13281 ENGINEERING CONROL OF ASBESTOS CONTAINING

MATERIALS

13283 REMOVAL/CONTROL AND DISPOSAL OF PAINT WITH LEAD

13610 PRE CAST CONCRETE PRODUCT

13620 FOOD SERVICE EQUIPMENT

13622 COOKING EQUIPMENT

13623 DISHWASHING EQUIPMENT

13630 ATHLETIC EQUIPMENT

13640 INDUSTRIAL EQUIPMENT

13650 SHOP EQUIPMENT

13670 RESIDENTIAL EQUIPMENT

13672 RESIDENTIAL WASHING EQUIPMENT

13673 RESIDENTIAL ENVIRONMENTAL EQUIPMENT

13674 CONSTRUCTION AIDS

13680 HOISTS AND CRANES

13690 TEMPORARY SCAFFOLDING

DIVISION 15 MECHANICAL

DIVISION 00 INDEX Page 3

INDEX

MAJOR

BASIC

MINOR

BASIC DESCRIPTION

MISAWA AIR BASE - SABER CONTRACTING SYSTEM

15010 GENERAL PROVISIONS

15100 PIPE AND PIPE FITTINGS

15110 STEEL PIPE

15120 LINING AND COATING STEEL PIPE

15130 CAST IRON PIPE AND FITTINGS

15140 COPPER PIPE AND FITTINGS

15160 STAINLESS STEEL PIPE

15170 CONDUIT PIPE

15180 PIPING ACCESSORIES

15200 PIPING SPECIALTIES

15210 VALVES FOR GENERAL PURPOSE

15220 VALVES FOR WATER SUPPLY

15230 CONTROL VALVES

15240 TEMPERATURE CONTROL VALVE

15260 PUMPS

15270 AIR COMPRESSOR AND DRYER

15300 PLUMBING FIXTURE

15310 BATHROOM, KITCHEN AND OTHER

15320 FAUCETS AND VALVES

15330 DRAINS

15340 DOMESTIC HOT WATER HEATERS

15350 HAND DRYERS

15360 STEEL TANKS

15370 SPECIAL PIPING SYSTEMS AND WASTE WATER DISPOSAL

AND TREATMENT SYSTEM

15400 VENTILATION

15410 FANS

15420 TAILPIPE EXHAUST EQUIPMENT

15421 DUST COLLECTORS

15500 HEATING AND AIR CONDITIONING

15510 BOILERS

15520 SPACE HEATING EQUIPMENT

15530 REFRIGERATION

15540 LIQUID HEAT TRANSFER

15550 PACKAGED AIR CONDITIONING EQUIPMENT

15560 AIR HANDLING UNITS

15570 CONTROL EQUIPMENT

15580 METER AND GAUGES

15600 AIR DISTRIBUTION

15610 DUCT WORK

15620 DIFFUSERS AND GRILLES

15630 DAMPERS

15700 MECHANICAL INSULATION WORK

15710 PIPE INSULATION

15720 DUCT INSULATION

15730 INSULATION FOR EQUIPMENT

15740 INSULATION FOR VALVES

15800 FIRE PROTECTION

15810 DELUGE AUTOMATIC SPRINKLER SYSTEMS

15820 HALON FIRE PROTECTION SYSTEMS

DIVISION 00 INDEX Page 4

INDEX

MAJOR

BASIC

MINOR

BASIC DESCRIPTION

MISAWA AIR BASE - SABER CONTRACTING SYSTEM

15830 DRY CHEMICAL SPRINKLER SYSTEM

15840 SPRINKLER EQUIPMENT

15850 STANDPIPE AND FIRE HOSE EQUIPMENT

15860 FIRE HOSE CABINETS AND ACCESSORIES

15900 SNOW MELTING SYSTEM

15910 CROSSLINKED POLYETHYLENE PIPES

15920 CROSSLINKED POLYETHYLENE PIPES FITTING

15930 SNOW MELTING SYSTEM, ASSEMBLY

DIVISION 16 ELECTRICAL

16050 BASIC ELECTRICAL MATERIALS AND METHODS

16100 INTERIOR AND EXTERIOR DISTRIBUTION SYSTEM

16110 RACEWAYS

16120 CABLE TRAYS

16130 CONDUITS

16140 WIRE AND CABLE

16150 WIRE CONNECTION DEVICES

16160 WIRING DEVICES

16170 MOTOR CONTROL DEVICES

16180 HEATING DEVICES

16200 POWER GENERATION

16234 STANDBY GENERATORS

16300 POWER TRANSMISSION

16310 PAD-MOUNTED TRANSFORMERS

16320 PRIMARY AND SECONDARY POWER STATIONS

16400 SERVICE AND DISTRIBUTION

16420 OVERHEAD TRANSMISSION AND DISTRIBUTION

16430 UNDERGROUND TRANSMISSION AND DISTRIBUTION

16440 GROUNDING

16450 BOX-TYPE SWITCHGEAR ASSEMBLIES FOR POWER

DISTRIBUTION PURPOSE

16460 SPECIALIZED MOTOR CONTROL PANEL

16470 SPECIALIZED LIGHTING CONTROL PANEL

16480 EXPLOSION-PROOF ASSEMBLED CIRCUIT BREAKERS

16500 LIGHTING

16510 INTERIOR LIGHTING

16511 RESIDENTIAL FIXTURES

16512 COMMERCIAL FIXTURES

16513 WORKSHOP FIXTURES

16514 INDUSTRIAL FIXTURES

16550 EXTERIOR LIGHTING

16551 AREA LIGHTING

16552 TRAFFIC LIGHTING

16570 EMERGENCY/EXIT LIGHTING

16580 EXIT LIGHTING

16700 FIRE DETECTION AND ALARM SYSTEM

16710 DETECTION AND ALARM

16800 COMMINUCATIONS

16820 CLOCK AND PROGRAM SYSTEMS

DIVISION 00 INDEX Page 5

INDEX

MAJOR

BASIC

MINOR

BASIC DESCRIPTION

MISAWA AIR BASE - SABER CONTRACTING SYSTEM

16830 PUBLIC ADDRESS SYSTEMS

16840 LAN SYSTEMS

16850 TV SYSTEMS

16900 OTHER MISCELLANEOUS

16910 REINSTALLATION / MISCELLANEOUS WORK

16920 GP INSTALLATION WORK

DIVISION 00 INDEX Page 6

DIVISION 01 GENERAL

BASIC SUFFIX DESCRIPTION

UNIT

MEAS

REG TIME

YEN

NON-REG

YEN

DEMO

RATE

01000 0000 GENERAL REQUIREMENT

01010 0000 SUMMARY OF WORK

01010 1000 CONSTRUCTION FINAL CLEAN-UP

01010 1100 GENERAL

01010 1101 SWEEP DEBRIS M2 438 542

01010 1200 FLOORS

01010 1201 CLEAN & POLISH TILE/WOOD FLOORS M2 314 389

01010 1202 VACUUM CARPET FLOORS M2 259 321

01010 1203 STEAM CLEAN CARPET M2 821 1,017

01010 1300 GLASS

01010 1301 CLEAN GLASS SURFACES M2 314 389

01010 2000 IDENTIFICATION SIGN

01010 2001 CONSTRUCTION SIGN EA 58,965 63,278

01020 0000 ALLOWANCES

01020 1000 SPECIAL PROJECT PROCEDURES

01020 1100

01020 1101 CIVIL SHOP DRAWINGS AND QUANTITY

CALCULATION

JOB 460,000 460,000

01020 1102 ARCHITECT SHOP DRAWINGS AND

QUANTITY CALCULATION

JOB 460,000 460,000

01020 1103 STRUCTURAL SHOP DRAWINGS AND

QUANTITY CALCULATION

JOB 460,000 460,000

01020 1104 MECHANICAL SHOP DRAWINGS AND

QUANTITY CALCULATION

JOB 460,000 460,000

01020 1105 ELECTRICAL SHOP DRAWINGS AND

QUANTITY CALCULATION

JOB 460,000 460,000

01020 1200

01020 1201 CIVIL SHOP DRAWINGS AND QUANTITY

CALCULATION

JOB 172,500 172,500

01020 1202 ARCHITECT SHOP DRAWINGS AND

QUANTITY CALCULATION

JOB 172,500 172,500

01020 1203 STRUCTURAL SHOP DRAWINGS AND

QUANTITY CALCULATION

JOB 172,500 172,500

01020 1204 MECHANICAL SHOP DRAWINGS AND

QUANTITY CALCULATION

JOB 172,500 172,500

01020 1205 ELECTRICAL SHOP DRAWINGS AND

QUANTITY CALCULATION

JOB 172,500 172,500

01020 1300

01020 1301 MISCELLANEOUS SHOP DRAWINGS AND

QUANTITY CALCULATION

JOB 86,250 86,250

01020 1400

01020 1401 GENERAL OFFICE WOKER HR 2,890 3,612

01020 1402 CONSTRUCTION SPECIAL WORKER HR 3,934 4,917

01020 1403 CONSTRUCTION GENERAL WORKER HR 2,890 3,612

MISAWA AIR BASE - SABER CONTRACTING SYSTEM

SURVEY AND TEST - QUANTITY SURVEY REPORT AND SHOP DRAWINGS (1 JOB =

APPROXIMATELY TEN A1 SIZE SHEETS OR EQUIVALENT EFFORT)

SURVEY AND TEST - QUANTITY SURVEY REPORT AND SHOP DRAWINGS (1 JOB =

APPROXIMATELY FIVE A1 SIZE SHEETS OR EQUIVALENT EFFORT)

SURVEY AND TEST - QUANTITY SURVEY REPORT AND SHOP DRAWINGS (1 JOB =

APPROXIMATELY THREE A1 SIZE SHEETS OR EQUIVALENT EFFORT)

ADDITIONAL COORDINATION EFFORT/SUPPLEMENTAL LABOR REQUIRED FOR SPECIAL

PROJECT IN THE AIRFIELD OR OTHER HIGH SECURITY AREAS

DIVISION 01 GENERAL REQUIREMENT Page 7

DIVISION 02 SITE WORK

BASIC SUFFIX DESCRIPTION UNIT

MEAS

REG TIME

YEN

NON-REG

YEN

DEMO

RATE

02200 0000 SITE PREPARATION

02210 0000 SUBSURFACE BORING AND SAMPLING

02210 1000 02210 1100

02210 1101 2-1/2 IN (64MM) DIA. LF 10,396 12,215

02210 1102 4 IN (100MM) DIA. LF 15,353 18,042

02210 1200

02210 1201 2-1/2 IN (64MM) DIA. LF 31,937 37,529

02210 1202 4 IN (100MM) DIA. LF 36,896 43,356

02210 2000 02210 2100

02210 2101 NO SAMPLING LF 19,814 23,285

02210 2102 WITH CASING AND SAMPLING LF 41,357 48,600

02210 2200

02210 2201 NO SAMPLING LF 33,145 38,949

02210 2202 WITH CASING AND SAMPLING LF 54,689 64,265

02210 3000 02210 3100

02210 3101 LIGHT SOIL CY 5,770 7,186

02210 3102 HEAVY SOIL CY 10,384 12,932

02220 0000 SITE DEMOLITION

02220 1000 BUILDING DEMOLITION

02220 1100

02220 1101 CHUTE-PREFAB-STEEL M 9,868 11,207

02220 1200 WOODEN BUILDING

02220 1201 RESIDENTIAL BUILDING, BY HAND M2 5,270 6,203

02220 1202 RESIDENTIAL BUILDING, BY HAND AND

MACHINE

M2 3,727 4,387

02220 1203 COMMERCIAL BUILDING, BY HAND AND

MACHINE

M2 3,214 3,783

02220 1300

02220 1301 BY HEAVY EQUIPMENTS M3 6,394 7,296

02220 1302 BY HAND TOOLS M3 19,280 22,695

02220 1303 BY HEAVY EQUIPMENTS AND HAND TOOLS M3 12,854 15,131

02220 1400

02220 1401 BY HEAVY TOOLS M3 8,314 9,484

02220 1500

02220 1501 HEAVY STRUCTURE M2 7,841 9,230

02220 1502 INTERMEDIATE STRUCTURE M2 6,041 7,110

02220 1503 LIGHT STRUCTURE M2 3,600 4,238

02220 1600

02220 1601 BY HEAVY EQUIPMENTS M3 4,476 5,108

02220 1602 BY HAND TOOLS M3 15,424 18,156

02220 1603 BY HEAVY EQUIPMENTS AND HAND TOOLS M3 6,941 8,170

02220 2000 02220 2100

02220 2101 WOODEN BUILDING, BY HAND M3 24,423 28,748

CHUTE INSTALLATION;

NOTE --- PRICES INCLUDE ALL MATERIALS AND ERECTION COST FOR A COMPLETE

BORINGS

AUGER HOLES IN EARTH, NO SAMPLE

CASED BORINGS IN EARTH, WITH SAMPLES

DRILLING IN ROCK, NX CORE

TEST PITS

TEST PITS - HAND-DUG

DRILLING, CORE

DRILLING IN ROCK, BX CORE

RC BUILDING

SRC BUILDING

S BUILDING

MISAWA AIR BASE - SABER CONTRACTING SYSTEM

CONCRETE FLOOR SLAB

FOOTINGS AND FOUNDATIONS DEMOLITION

FOUNDATION OF BUILDING

DIVISION 02 SITE WORK Page 8

DIVISION 02 SITE WORK

BASIC SUFFIX DESCRIPTION UNIT

MEAS

REG TIME

YEN

NON-REG

YEN

DEMO

RATE

MISAWA AIR BASE - SABER CONTRACTING SYSTEM

02220 2102 WOODEN BUILDING, BY HAND AND MACHINE M3 15,424 18,156

02220 2103 WOODEN BUILDING, BY MACHINE M3 9,915 11,392

02220 2104 S/RC/SRC, BY HAND M3 26,992 31,773

02220 2105 S/RC/SRC, BY HAND AND MACHINE M3 16,710 19,670

02220 2106 S/RC/SRC, BY MACHINE M3 10,449 11,925

02220 2200 02220 2210

02220 2211 CONCRETE PLAIN, BY MACHINE M3 8,399 9,716

02220 2212 CONCRETE PLAIN, BY HAND M3 36,313 44,339

02220 2213 CONCRETE REINF, BY MACHINE M3 14,895 17,281

02220 2214 CONCRETE REINF, BY HAND M3 54,748 67,237

02220 2220

02220 2221 CONCRETE PLAIN, BY MACHINE M3 6,231 7,317

02220 2222 CONCRETE PLAIN, BY HAND M3 29,196 36,120

02220 2223 CONCRETE REINF, BY MACHINE M3 11,787 13,880

02220 2224 CONCRETE REINF, BY HAND M3 47,633 59,021

02220 4000

02220 4100

02220 4101 50 MM THICK M2 1,164 1,371

02220 4102 100 MM THICK M2 1,286 1,515

02220 4103 200 MM THICK M2 1,876 2,209

02220 4104 300 MM THICK M2 2,415 2,842

02220 4200

02220 4201 50 MM (2 IN) THICK M2 1,401 1,651

02220 4202 100 MM (4 IN) THICK M2 1,736 2,044

02220 4203 200 MM (8 IN) THICK M2 2,328 2,740

02220 4204 300 MM (12 IN) THICK M2 2,935 3,455

02220 4300

02220 4301 CONCRETE CURBING M 998 1,157

02220 4302 CONCRETE GUTTER M 1,267 1,468

02220 4303 CONCRETE GUTTER W/CURBING M 1,551 1,798

02220 4400

02220 4401 15 MM (5/8 IN) THICK M2 6,958 8,209

02220 4402 30 MM (1-1/4 IN) THICK M2 9,275 10,941

02220 4500

02220 4501 MASONRY OR CONCRETE, ABANDON EA 20,620 23,888

02220 4502 MASONRY 5 FT (1.5M) DEEP -4 FT (1.2M) DIA.

REMOVE

EA 36,086 41,803

02220 4503 CONCRETE 5 FT (1.5M) DEEP -4 FT (1.2M) DIA.

REMOVE

EA 36,086 41,803

02220 4600

02220 4601 REMOVE RAILROAD TRACK AND TIES M 3,005 3,495

02220 4602 REMOVE AND RE-INSTALL TIE AND TRACK

WITH NEW BOLTS AND SPIKES

M 13,185 15,540

02220 4603 REMOVE BALLAST M3 526 621

02220 4604 TURNOUTS WITH NEW BOLTS AND SPIKES EA 200,949 236,849

02220 4700

02220 4701 REMOVE FENCE AND LOADING ON TRUCK M 1,736 2,087

CONCRETE CHIPPING

REMOVE ASPHALT PAVEMENT

MORE THAN 10M3 (VOLUME)

SITE DEMOLITION

OTHER CONCRETE STRUCTURAL DEMOLITION

UP TO 10M3 (VOLUME)

NOTE --- PRICE INCLUDE MACHINE BREAK-UP AND LOADING

CONCRETE PAVEMENT

CURBING REMOVED AND LOADED

CATCH BASINS OR MANHOLE

RAILROAD TRACKAGE

FENCE REMOVALS - CHAIN LINK

DIVISION 02 SITE WORK Page 9

DIVISION 02 SITE WORK

BASIC SUFFIX DESCRIPTION UNIT

MEAS

REG TIME

YEN

NON-REG

YEN

DEMO

RATE

MISAWA AIR BASE - SABER CONTRACTING SYSTEM

02220 4702 REMOVE AND RESET M 2,632 3,166

02221 0000 SELECTIVE DEMOLITION (1)

02221 1000 02221 1100

02221 1101 PLYWOOD, GYPSUM BOARD M2 1,680 2,020

02221 2000 02221 2100

02221 2101 ELEVATED SLABS WITH LIGHT REINFORCING

UNDER 6 CF (.17M3)

M3 61,946 75,263

02221 2102 ELEVATED SLABS WITH LIGHT REINFORCING

OVER 6 CF (.17M3)

M3 51,617 62,737

02221 2103 ELEVATED SLABS WITH BAR REINFORCING

UNDER 6 CF (.17M3)

M3 92,906 112,893

02221 2104 ELEVATED SLABS WITH BAR REINFORCING

OVER 6 CF (.17M3)

M3 77,415 94,081

02221 2105 WALLS-BAR REINF. UNDER 6 CF (.17M3) M3 77,415 94,081

02221 2106 WALLS-BAR REINF. OVER 6 CF (.17M3) M3 71,503 86,882

02221 2200

02221 2201 4 IN (100MM) THICK M2 5,382 6,542

02221 2202 8 IN (200MM) THICK M2 6,565 7,978

02221 2203 12 IN (305MM) THICK M2 7,365 8,949

02221 2300

02221 2301 4 IN (100MM) THICK M2 4,898 5,952

02221 2302 8 IN (200MM) THICK M2 5,971 7,263

02221 2303 12 IN (305MM)THICK M2 6,691 8,128

02221 2400

02221 2401 4 IN (100MM) THICK M2 5,137 6,240

02221 2402 8 IN (200MM) THICK M2 6,266 7,615

02221 2403 12 IN (305MM) THICK M2 7,035 8,545

02221 2500

02221 2501 WALL M2 2,384 2,965

02221 2502 CEILING M2 2,514 3,125

02221 4000 02221 4100

02221 4101 100MM THICK, UP TO 50M2 M2 4,854 5,835

02221 4102 100MM THICK, UP TO 100M2 M2 3,884 4,670

02221 4103 100MM THICK, ABOVE 100M2 M2 1,942 2,337

02221 4104 150MM THICK, UP TO 50M2 M2 5,511 6,626

02221 4105 150MM THICK, UP TO 100M2 M2 4,407 5,298

02221 4106 150MM THICK, ABOVE 100M2 M2 2,206 2,652

02221 4200

02221 4201 CHIPPING CONCRETE FLOOR 30MM THICK M2 5,511 6,626

02221 4202 SANDING CONCRETE FLOOR (MEARASHI) M2 1,831 2,201

02221 4203 TRENCH CUT, 60 X 60MM M 2,820 3,391

02221 4204 TRENCH CUT, 90 X 90MM M 3,608 4,338

02221 4205 TRENCH CUT, 100 X 100MM M 4,198 5,048

CEILING DEMOLITION

BRICK OR BLOCK WALLS

NOTE --- OVER 4 SF FOR DOORS AND WINDOWS, NOT INCLUDING TOOTHING.

CHIPPING

CEILING

CUTOUT DEMOLITION

NOTE --- NOT INCLUDING TOOTHING TO 4 SF (.37M2) OPENING

NOTE --- NOT INCLUDING TOOTHING TO 4 SF (.37M2) OPENING

STUCCO, GYPSUM BOARD OR WOOD

FLOOR DEMOLITION

REINFORCED CONCRETE FLOOR

CONCRETE

BRICK WALLS

CONCRETE BLOCK WALLS

DIVISION 02 SITE WORK Page 10

DIVISION 02 SITE WORK

BASIC SUFFIX DESCRIPTION UNIT

MEAS

REG TIME

YEN

NON-REG

YEN

DEMO

RATE

MISAWA AIR BASE - SABER CONTRACTING SYSTEM

02221 4300

02221 4301 CERAMIC OR QUARRY TILE M2 3,872 4,814

02221 4302 VINYL M2 2,206 2,741

02221 4303 WOOD M2 2,442 3,037

02221 7000 02221 7100

02221 7101 METAL M2 1,898 2,222

02221 7102 WATERRPROOF MATERIAL M2 2,337 2,748

02221 8000

NOTE --- PRICE INCLUDES KNOCK DOWN

02221 8100

02221 8101 100MM THICK M2 2,811 3,381

02221 8102 150MM THICK M2 3,791 4,558

02221 8200

02221 8201 150MM THICK M2 5,084 6,112

02221 8300

02221 8301 4 IN (100MM) THICK TO 12 IN (310MM) THICK M3 21,127 25,681

02221 8400

02221 8401 METAL OR WOOD WITH DRYWALL BOTH

SIDES

M2 2,707 3,370

02221 8500

02221 8501 GYPSUM WALL BOARD M2 1,763 2,120

02221 8502 TILE (INCLUDES MORTAR) M2 3,583 4,309

02221 8600

02221 8601 MORTAR 30MM THICK M2 3,247 3,904

02221 8602 TILE 30MM THICK M2 3,640 4,376

02221 8603 CONCRETE 30MM THICK M2 5,807 6,982

02222 0000 02222 1000

02222 1001 WALL M2 4,623 5,444

02222 2000 02222

02222 2001 SURPLUS SOIL M3 1,106 1,106

02222 2002 CONCRETE DEBRIS M3 3,375 3,375

02222 2003 TREE, STUMPS, AND WEED TON 17,850 17,850

02222 2004 BUILDING MATERIAL M3 11,248 11,248

02222 2005 METALLIC SCRAP TON 28,119 28,119

02222 2006 GYPSUM BOARD TON 60,737 60,737

02222 2007 FIBROUS - GLASS/ROCK WOOL TON 155,400 155,400

02222 2008 PLASTICS - EXPANDED POLYSTYRENE,

URETHANE FOAM

TON 275,566 275,566

02222 2009 POLYETHYLENE PIPE KG 78 78

02222 2010 GLASS, PORCELAIN, TILE TON 48,300 48,300

02222 3000 02222 3100

02222 3101 MACHINE LOADING TO TRUCK M3 421 496

02222 3102 HAND LOADING TO TRUCK M3 2,219 2,668

02222 5000 02222 5100

CONCRETE BLOCK PARTITIONS

CONCRETE PARTITIONS CAST IN PLACE

FLOORING REMOVAL

ROOFING AND SIDING DEMOLITION

ROOFING

WALLS AND PARTITIONS DEMOLITION

NOTE --- IF IT IS NEEDED TO ADD TRANSPORT TO DISPOSAL PLACE, SEE 02305-1000

RUBBISH HANDLING (MATL VOL)

SAW CUTTING, PER 50MM

RUBBISH HANDLING

SAW CUTTING

BRICK MASONRY PARTITIONS

STUD PORTIONS

WALL SURFACE REMOVAL

WALL CHIPPING

SELECTIVE DEMOLITION (2)

MASONRY DEMOLITION (MATL VOL)

DISPOSAL ONLYSEE 02320-1000

DIVISION 02 SITE WORK Page 11

DIVISION 02 SITE WORK

BASIC SUFFIX DESCRIPTION UNIT

MEAS

REG TIME

YEN

NON-REG

YEN

DEMO

RATE

MISAWA AIR BASE - SABER CONTRACTING SYSTEM

02222 5101 BITUMINOUS PAVING M 216 241

02222 5102 CONCRETE PAVING M 902 976

02222 5103 CONCRETE SLABS PLAIN M 775 836

02222 5104 CONCRETE SLABS -MESH REINF M 1,138 1,233

02222 5105 CONCRETE SLABS -ROD REINF M 1,349 1,464

02222 5106 CONCRETE WALLS -LIGHT REINF M 2,992 3,305

02222 5107 CONCRETE WALLS -ROD REINF M 5,213 5,757

02222 5108 BLOCK MASONRY M 1,247 1,353

02222 5109 BRICK MASONRY M 1,434 1,556

02222 6000 02222 6100

02222 6101 STEEL PLATE -TORCH CUT M 1,999 2,380

02223 0000 02223 1000 02223 1100

02223 1101 GUARD FENCE, 1800MM HEIGHT M 430 448

02223 1102 MINI FENCE, 1200MM HEIGHT M 356 380

02223 1103 A TYPE BARRICADE M 280 296

02223 1104 LIGHT EA 274 291

02223 1105 TRAFFIC LIGHT INCLUDES GENERATOR SET 12,418 13,279

02223 1200

02223 1201 FLAG MAN, PER DAY DAY 11,198 13,520

02223 2000

02223 2100

02223 2101 UNDER ONE MONTH USING M2 3,281 3,623

02223 2102 OVER ONE MONTH USING, ADD COST PER

ONE MONTH

M2 326 327

02223 2200

02223 2201 UNDER ONE MONTH USING M2 5,222 5,738

02223 2202 OVER ONE MONTH USING, ADD COST PER

ONE MONTH

M2 1,935 2,127

02223 3000

02223 3001 CURRING SHEET (BLUE SHEET) M2 362 429

02223 3002 PLYWOOD CURRING ONE SIDE M2 2,975 3,526

02223 3003 PLYWOOD CURRING BOTH SIDES M2 4,269 5,058

02224 0000 02224 1000

02224 1001 WOOD OR STEEL FRAME BUILDING, BASED

ON GROUND FLOOR AREA

M2 75,023 88,903

02224 1002 ADD TO MOVING, PER 100 LF M2 3,936 4,659

02231 0000 02231 1000 02231 1100

02231 1101 LIGHT TREES TO 6 IN (150MM) DIA. CUT A 30,834 37,074

02231 1102 GRUB STUMPS AND REMOVE A 15,744 18,929

STRUCTURE MOVING

CUT TREES - GRUB ROOTS AND STUMP

NOTE --- ONE DAY MOVE, UP TO 24 FT WIDE. RESET ON NEW FOUNDATIONS, PATCH AND HOOK

CLEARING AND GRUBBING

CLEAR AND GRUB

FLAG MAN

COVERING PLATE FOR ACCESS

SAFETY MATERIALS, PER ONE WEEK

NOTE --- THE COST INCLUDES LOAD/UNLOAD

METAL PLATE

TORCH CUTTING

TORCH CUTTING

MISCELLANEOUS SITE MATERIALS

SAFETY MATERIALS

ROAD DECKING PANEL

MOVING BUILDING

CURRING MATERIALS

DIVISION 02 SITE WORK Page 12

DIVISION 02 SITE WORK

BASIC SUFFIX DESCRIPTION UNIT

MEAS

REG TIME

YEN

NON-REG

YEN

DEMO

RATE

MISAWA AIR BASE - SABER CONTRACTING SYSTEM

02231 1103 MEDIUM TREES TO 10 IN (25CM)DIA. CUT A 37,390 44,957

02231 1104 GRUB STUMPS AND REMOVE A 21,354 25,675

02231 1105 HEAVY TREES TO 16 IN (41CM) DIA. CUT A 77,412 93,080

02231 1106 GRUB STUMPS AND REMOVE A 33,065 39,756

02300 0000 EARTHWORK

02301 1000 02301 1100

02301 1101 ROADWAY CLEARING OR GENERAL AREA

GRADING WITH GRADER (ROUGH)

A 19,726 22,972

02301 1102 SUBGRADE -FINE GRADING +/- .1FT A 22,269 25,933

02301 1103 CUT + EMBANKMENT SLOPES INCLUDES

DITCHES TO 3 FT (lM) DEEP AND SLOPES TO 1V/2H

M3 991 1,155

02301 1104 ROUGH GRADING LARGE AREA WITH DOZER M3 702 746

02301 1105 ROUGH GRADING SMALL AREA WITH DOZER M3 1,130 1,334

02301 1106 GENERAL AREA CLEARING BY DOZER IN

ROUGH TERRAIN OR HARD SOIL MATERIAL

A 8,235 8,746

02301 1200

02301 1201 SUBGRADE OR SUBBASE COURSES A 8,017 9,336

02301 1202 FINISH GRADE -BASE OR LEVELNG A 15,652 18,228

02301 1300 02301 1310

02301 1311 WITH DOZER 140 HP PUSH TO PILE M3 298 335

02301 1320

02301 1321 WITH GRADER WINDROW EXCESS M2 426 497

02301 1322 HAND CLEAN FOR CONCRETE PLACING OR

PIPE BEDDING

M2 701 870

02301 2000 02301 2100

02301 2101 TRIM AND SHAPE MACHINE EXCAVATED

AREAS BY HAND

M2 675 843

02301 2102 TRIM AND SHAPE FOR SLAB ON GRADE M2 1,172 1,460

02301 2103 FINE GRADE GRAVEL BEDDING BY HAND M2 701 870

02301 2104 FINE GRADE GRAVEL M2 283 353

02301 2200 02301 2210

02301 2211 ROUGH GRADE A 25,580 28,359

02301 2220

02301 2221 SEMI GRADE 2 PASSES A 29,494 34,346

02301 2222 FINE GRADE 3 PASSES A 58,989 68,696

02301 3000 02301 3100 02301 3110

02301 3111 TRENCH DRAIN 2 FT X 3 FT EXC. M3 1,888 2,187

02301 3112 12 IN (36CM) CORRUGATED METAL PIPE.

INSTALL AND REMOVE W/EXCAV (ASSUME 3

USES)

M 11,035 12,080

ROUGH GRADE FOR STRUCTURES AND SLABS

HAND DIGGING AND GRADING

WITH DOZER

DEWATERING

TEMPORARY DRAINAGE SYSTEMS GRAVITY RUN-OFF SYSTEM

FINISH GRADE FOR STRUCTURES AND SLABS

FINISH GRADING FOR STRUCTURES AND SLABS

MACHINE OPERATIONS

WITH GRADER

SAND DRAINS

GRADING

STRUCTURE GRADING

SITE GRADING

ROADWAY GRADING

DIVISION 02 SITE WORK Page 13

DIVISION 02 SITE WORK

BASIC SUFFIX DESCRIPTION UNIT

MEAS

REG TIME

YEN

NON-REG

YEN

DEMO

RATE

MISAWA AIR BASE - SABER CONTRACTING SYSTEM

02301 3113 18 IN CORRUGATED METAL PIPE. INSTALL

AND REMOVE W/EXCAV. (ASSUME 3 USES)

M 13,910 15,109

02301 4000 WELLS

02301 4100

02301 4101 UNLINED HOLE M3 7,507 8,519 10%

02301 4102 12 IN (36CM) DIA. W/CORRUGATED METAL

LINER

M 17,182 18,899 10%

02301 4103 15 IN (38CM) DIA. W/CORRUGATED METAL

LINER

M 21,361 23,544 10%

02301 4104 24 IN (61CM) DIA. W/CORRUGATED METAL

LINER

M 34,033 37,034 10%

02301 4105 WOOD LINED HOLE UP TO 4 FT X 4 FT

(CONTACT AREA)

M2 8,670 9,979 10%

02301 4200

02301 4201 50MM (2") 300L/M (79 GPM) EA 91,007 96,241 10%

02301 4202 65MM (2-1/2") 360 L/M (95 GPM) EA 242,916 250,769 10%

02301 4203 80 MM (3") 500 L/M (132 GPM) EA 304,720 324,078 10%

02301 4204 100 MM (4" ) 600 L/M (159 GPM) EA 391,282 420,321 10%

02301 4300 02301 4310

02301 4311 50 MM DIA EA 2,737 3,089

02301 4312 75 (80) MM DIA EA 3,603 3,955

02301 4313 100 MM DIA EA 4,312 4,664

02301 4314 150 MM DIA EA 5,807 6,159

02301 4315 200 MM DIA EA 7,225 7,578

02301 4320

02301 4321 50 MM DIA EA 3,288 3,640

02301 4322 75 (80) MM DIA EA 4,076 4,428

02301 4323 100 MM DIA EA 4,863 5,215

02301 4324 150 MM DIA EA 6,831 7,184

02301 4325 200 MM DIA EA 8,406 8,758

02301 4330

02301 4331 50 MM DIA EA 4,076 4,428

02301 4332 75 (80) MM DIA EA 4,863 5,215

02301 4333 100 MM DIA EA 7,225 7,578

02301 4334 150 MM DIA EA 12,343 12,696

02301 4400

02301 4401 40 MM DIA M 481 583

02301 4402 50 MM DIA M 500 600

02301 4403 65 MM DIA M 562 671

02301 4404 75 MM DIA M 610 714

02301 4405 100 MM DIA M 685 796

02301 4406 125 MM DIA M 782 907

02301 4407 150 MM DIA M 967 1,101

02301 4408 200 MM DIA M 1,274 1,433

02301 4409 250 MM DIA M 1,715 1,898

02301 4410 300 MM DIA M 2,220 2,426

02302 0000

TEMPORARY PUMPS, PER ONE WEEK - SUBMERSIBLE, STARTER, LEVEL CONTROL

PUMPS - SUBMERSIBLE, STARTER, LEVEL CONTROL - 20 FT (6.1M) HEAD

RELIEF WELLS, SUMP HOLE CONSTRUCTION INCLUDES EXCAVATION AND GRAVEL

10 M HEAD

15 M HEAD

30 M HEAD

TEMPORARY PIPE, PVC

EXCAVATION, BACKFILLING, AND COMPACTING FOR UTILITIES

DIVISION 02 SITE WORK Page 14

DIVISION 02 SITE WORK

BASIC SUFFIX DESCRIPTION UNIT

MEAS

REG TIME

YEN

NON-REG

YEN

DEMO

RATE

MISAWA AIR BASE - SABER CONTRACTING SYSTEM

02302 1000

02302 1100 02302 1110

02302 1111 SAND OR SANDY SOIL M3 446 513

02302 1112 GRAVELLY SOIL OR CLAY M3 446 513

02302 1113 BLASTED ROCK OR COBBLE STONE M3 593 681

02302 1120

02302 1121 SAND OR SANDY SOIL M3 315 361

02302 1122 GRAVELLY SOIL OR CLAY M3 315 361

02302 1123 BLASTED ROCK OR COBBLE STONE M3 420 482

02302 1200 02302 1210

02302 1211 SAND OR SANDY SOIL M3 237 271

02302 1212 CLAY M3 237 271

02302 1213 GRAVELLY SOIL, BLASTED ROCK OR COBBLE

STONE

M3 314 360

02302 1220

02302 1221 SAND OR SANDY SOIL M3 857 983

02302 1222 CLAY M3 1,057 1,212

02302 1223 GRAVELLY SOIL, BLASTED ROCK OR COBBLE

STONE

M3 1,057 1,212

02302 1230

02302 1231 SAND OR SANDY SOIL M3 916 1,051

02302 1232 CLAY M3 1,140 1,308

02302 1233 GRAVELLY SOIL, BLASTED ROCK OR COBBLE

STONE

M3 1,140 1,308

02302 1240

02302 1241 SAND OR SANDY SOIL M3 998 1,146

02302 1242 CLAY M3 1,241 1,424

02302 1243 GRAVELLY SOIL, BLASTED ROCK OR COBBLE

STONE

M3 1,241 1,424

02302 2000 02302 2100 02302 2110

02302 2111 SAND OR SANDY SOIL M3 581 640

02302 2112 GRAVELLY SOIL OR CLAY M3 617 683

02302 2113 BLASTED ROCK OR COBBLE STONE M3 650 722

02302 2120

02302 2121 SAND OR SANDY SOIL M3 412 471

02302 2122 GRAVELLY SOIL OR CLAY M3 448 515

02302 2123 BLASTED ROCK OR COBBLE STONE M3 481 553

02302 2130

02302 2131 SAND OR SANDY SOIL M3 356 416

02302 2132 GRAVELLY SOIL OR CLAY M3 392 458

02302 2132 BLASTED ROCK OR COBBLE STONE M3 425 496

02302 4000 02302 4100

90 DEGREE TURNING

BACKHOE

0.60M3 CAPACITY

CLAMSHELL

45 DEGREE TURNING

135 DEGREE TURNING

0.35M3 CAPACITY

EXCAVATING

NOTE--- BULK BANK MEASURE, INCLUDE DIGGING PILING OR LOADING ON TRUCKS

135 DEGREE TURNING

EXCAVATING, BULK, DOZER

EXCAVATION WITH PUSHING SOIL BY DOZER

UP TO 200M3 VOLUME

500M3 VOLUME

MORE THAN 1,000M3 VOLUME

EXCAVATING, STRUCTURAL

NOTE --- ONLY AROUND OBSTRUCTIONS AND UTILITIES

EXCAVATION BY HAND

DIVISION 02 SITE WORK Page 15

DIVISION 02 SITE WORK

BASIC SUFFIX DESCRIPTION UNIT

MEAS

REG TIME

YEN

NON-REG

YEN

DEMO

RATE

MISAWA AIR BASE - SABER CONTRACTING SYSTEM

02302 4101 UNCLASSIFIED, INCLUDING SLOPE HAND

TRIMMING

M3 3,412 4,104

02302 4102 TEST PIT, UNCLASSIFIEED, INCLUDING HAND

WORK FOR UTILITIES

M3 7,165 8,615

02302 4200

02302 4201 LESS THAN 1.0M DEPTH M3 975 1,147

02302 4202 MORE THAN 1.0M AND LESS THAN 3.0M

DEPTH

M3 1,080 1,271

02302 4203 MORE THAN 3.0M AND LESS THAN 6.0M M3 1,326 1,562

02302 4204 MORE THAN 6.0M M3 1,542 1,816

02302 4300

02302 4301 BY HAND M2 663 796

02302 4302 BY MACHINE M2 410 482

02302 5000 02302 5100

02302 5101 UP TO D= 0.5M M3 8,528 10,238

02302 5102 UP TO D= 1.0M M3 9,375 11,255

02302 5103 UP TO D= 2.0M M3 11,718 14,069

02302 5200

02302 5201 UP TO 10M3 M3 3,059 3,673

02302 5202 UP TO 50M3 M3 2,294 2,754

02302 5203 UP TO 100M3 M3 1,912 2,296

02302 5204 ABOVE 100M3 M3 1,528 1,834

02302 5300

02302 5301 BY HAND M2 3,844 4,615

02302 5302 BY MACHINE M2 847 1,017

02302 5400

02302 5401 BY HAND M2 795 954

02302 5402 BY MACHINE M2 572 687

02302 5500

02302 5510

02302 5511 BY HAND M3 4,434 5,324

02302 5512 BY MACHINE M3 1,130 1,356

02302 5520

02302 5521 NORMAL SOIL, BY HAND M3 5,726 6,726

02302 5522 NORMAL SOIL, BY MACHINE M3 3,940 4,629

02302 5523 NON FROST SOIL, BY HAND M3 7,162 8,413

02302 5524 NON FROST SOIL, BY MACHINE M3 5,286 6,209

02302 5600

02302 5610

02302 5611 BY HAND M3 4,705 5,649

02302 5612 BY MACHINE M3 1,637 1,967

02302 5620

02302 5621 NORMAL SOIL, BY HAND M3 6,616 7,772

02302 5622 NORMAL SOIL, BY MACHINE M3 4,034 4,739

EXCAVATED SOIL

DELIVERED SOIL

NOTE --- INCLUDES MACHINE DELIVERY COST

ARCHITECTURAL EARTHWORK

NOTE --- ONLY AROUND OBSTRUCTIONS AND UTILITIES

EXCAVATION BY MACHINE

NOTE --- INCLUDES COMPACTION

TRIM BOTTOM OF EXCAVATION

EXCAVATION BY HAND

GRADING

TRIM BOTTOM OF EXCAVATION

BACKFILLING

EXCAVATION BY MACHINE

NOTE --- INCLUDES LOADING ON TRUCK

FILLING

NOTE --- INCLUDES COMPACTION

EXCAVATED SOIL

DELIVERED SOIL

DIVISION 02 SITE WORK Page 16

DIVISION 02 SITE WORK

BASIC SUFFIX DESCRIPTION UNIT

MEAS

REG TIME

YEN

NON-REG

YEN

DEMO

RATE

MISAWA AIR BASE - SABER CONTRACTING SYSTEM

02302 5623 NON FROST SOIL, BY HAND M3 7,914 9,298

02302 5624 NON FROST SOIL, BY MACHINE M3 5,145 6,043

02302 5700 02302 5700

02302 5701 BY HAND M3 9,305 10,931

02302 5702 BY MACHINE M3 7,350 8,634

02302 5800

02302 5801 POLYSTYRENE FILM, 0.1MM M2 262 308

02302 5802 POLYSTYRENE FILM, 0.15MM M2 356 419

02302 5803 POLYSTYRENE FORM, 20MM M2 1,357 1,598

02302 5804 POLYSTYRENE FORM, 25MM M2 1,589 1,871

02302 5805 POLYSTYRENE FORM, 50MM M2 2,391 2,816

02302 6000 02302 6100

02302 6110

02302 6111 D-9 CAT W/DOUBLE SHANK RIPPER M3 312 329

02302 6112 D-8 CAT W/SINGLE SHANK RIPPER M3 327 345

02302 6120

02302 6121 D-9 CAT W/DOUBLE SHANK RIPPER M3 312 329

02302 6122 D-8 CAT W/SINGLE SHANK RIPPER M3 327 345

02302 6130

02302 6131 D-9 CAT W/DOUBLE SHANK RIPPER M3 381 400

02302 6132 D-8 CAT W/SINGLE SHANK RIPPER M3 430 457

02302 6140

02302 6141 D-9 CAT W/DOUBLE SHANK RIPPER M3 430 457

02302 6142 D-8 CAT W/SINGLE SHANK RIPPER M3 641 675

02302 6150 02302

02302 6151 D-9 CAT W/DOUBLE SHANK RIPPER M3 512 539

02302 6152 D-8 CAT W/SINGLE SHANK RIPPER M3 1,068 1,127

02302 6200

02302 6201 VERY DENSE ROCK M3 4,411 5,299

02302 6202 MEDIUM DENSITY ROCK M3 3,527 4,238

02302 6203 SOFT ROCK M3 2,822 3,390

02302 7000 02302 7100 02302 7100

02302 7101 UNCLASSIFIED, INCLUDING SLOPE HAND

TRIMMING

M3 3,412 4,104

02302 7102 TEST PIT, UNCLASSIFIEED, INCLUDING HAND

WORK FOR UTILITIES

M3 7,820 9,404

02302 7200

02302 7201 LESS THAN 1.0M DEPTH M3 1,055 1,241

02302 7202 MORE THAN 1.0M AND LESS THAN 3.0M

DEPTH

M3 1,105 1,301

02302 7203 MORE THAN 3.0M AND LESS THAN 6.0M M3 1,248 1,470

02302 7204 MORE THAN 6.0M M3 1,683 1,980

NOTE - ADD FOR LOADING

NOTE --- ONLY AROUND OBSTRUCTIONS AND UTILITIES

NOTE --- INCLUDES LOADING ON TRUCK

EXCAVATING, TRENCH

EXCAVATION BY HAND

EXCAVATION BY MACHINE

ROCK BREAKING BY RIPPER

CLAYS

GLACIAL TILLS

METAMORPHIC ROCK (SLATE)

IGNEOUS ROCK (GRANITE, BASALT) HIGHLY WEATHERED-WEATHERED ROCK. NON-

WEATHERED ROCK IS BLASTED

COSTS TO USE AIR OPERATED HAMMERS TO BREAK UP ROCK

CRUSHED STONE

RIPPING

NOTE --- COSTS ARE PER TYPE OF MATERIAL W/O LOAD OR HAUL

SEDIMENTARY ROCKS (SHALE, SANDSTONE, LIMESTONE)

NOTE --- INCLUDES COMPACTION

INSULATION AND MOISTURE PROOFING

DIVISION 02 SITE WORK Page 17

DIVISION 02 SITE WORK

BASIC SUFFIX DESCRIPTION UNIT

MEAS

REG TIME

YEN

NON-REG

YEN

DEMO

RATE

MISAWA AIR BASE - SABER CONTRACTING SYSTEM

02302 7300

02302 7301 BY HAND M2 719 846

02302 7302 BY MACHINE M2 444 522

02303 0000 02303 1000 02303 1100

02303 1101 BY HAND M3 3,240 3,896

02303 1102 DUMPED AND PLACED BY MACHINE M3 919 1,084

02303 1103 FILLED BY DOZER M3 357 398

02303 1104 FILLED BY LOADER M3 1,025 1,197

02303 2000 02303 2100

02303 2101 STABILIZED AGGREGATE MATERIAL M3 7,224 7,804

02303 2102 CRUSHER RUN M3 5,912 6,387

02303 2200

02303 2201 150-100 MM M3 9,277 10,021

02303 2202 200-150 MM M3 9,741 10,523

02303 2300

02303 2301 NON FROST MATERIAL M3 3,731 4,030

02303 2302 SATISFACTORY FILL MATERIAL M3 2,754 2,974

02303 3000 02303 3100

02303 3101 LARGE AREAS 150MM LIFT M3 258 277

02303 3012 LARGE AREAS 200MM LIFT M3 308 332

02303 3200

02303 3201 LARGE AREAS 150MM LIFT M3 155 182

02303 3202 LARGE AREAS 200MM LIFT M3 143 169

02303 3203 LARGE AREAS 250MM LIFT M3 133 158

02303 3300 02303 3310

02303 3311 UP TO 1 ON 4 SLOPE M2 232 273

02303 3312 ABOVE 1 ON 4 SLOPE M2 401 474

02303 3320

02303 3321 UP TO 1 ON 4 SLOPE M2 325 391

02303 3322 ABOVE 1 ON 4 SLOPE M2 427 513

02303 4000 02303 4100 02303 4100

02303 4101 BY HAND WITH AIR TAMPER M3 1,259 1,482

02303 4102 BY HAND WITH VIB PLATE HAND TAMPER M3 678 799

02303 4103 BY HAND WITH 1 TON ROLLER M3 340 400

02303 5000 02303 5100 02303 5110

02303 5111 DENSITY OF SOIL BY NUCLEAR METHOD

ASTM D2922-71 (3 MINIMUM)

EA 51,628 54,566

NOTE --- COMPACTION IN 150MM LAYERS

SOIL COMPACTION CONTROL

IN PLACE TESTS

FILLING

TRIM BOTTOM OF EXCAVATION

BEDDING, COMPACTED MATERIAL VOLUME

CRUSHED ROCK

BACKFILL, STRUCTURAL

BACKFILLING FOUNDATION, COMPACTED MATERIAL VOLUME

NOTE --- COST INCLUDES PLACING AND SPREADING MATERIAL

COMPACTION

NOTE --- COST INCLUDES PLACING AND SPREADING MATERIAL

COBBLESTONE

NOTE --- COST INCUDES DELIVERED AND SCREEN

SOIL

COMPATION BY DOZER

COMPACTION BY TIRE ROLLER

FOR SHAPING SLOPES OF EMBANKMENT ONLY

BY MACHINE

COMPACTION OF BACKFILL AROUND STRUCTURES OR IN TRENCH

FIELD DENSITY TESTS

BY HAND

COMPACTION, STRUCTURAL

DIVISION 02 SITE WORK Page 18

DIVISION 02 SITE WORK

BASIC SUFFIX DESCRIPTION UNIT

MEAS

REG TIME

YEN

NON-REG

YEN

DEMO

RATE

MISAWA AIR BASE - SABER CONTRACTING SYSTEM

02303 5120

02303 5121 BY SAND CONE -ASTM D1556064 BY RUBBER

BALLOON METHOD -ASTM D2167-66

EA 42,000 43,834

02303 5130

02303 5131 MOISTURE DENSITY RELATION OF SOILS -

STD PROCTOR

EA 3,327 3,976

02303 6000 02303 6100

02303 6101 BY HAND M3 3,661 4,403

02303 6102 BY MACHINE M3 912 1,073

02304 0000 02304 1000 02304 1100

02304 1200

02304 1210

02304 1211 UNDER ONE MONTH USING TON 76,862 86,154

02304 1212 OVER ONE MONTH USING, ADD COST PER

ONE MONTH

TON 2,235 2,271

02304 1220

02304 1221 UNDER ONE MONTH USING TON 111,116 125,294

02304 1222 OVER ONE MONTH USING, ADD COST PER

ONE MONTH

TON 2,268 2,305

02304 1300 H-STEEL PILE

02304 1301 LEFT IN PLACE MATERIAL, COST INCLUDES

MATERIAL/EQUIPMENT TRANSPORT

TON 135,004 142,925

02304 1302 CUT PILE EA 4,527 5,003

02304 1310

02304 1311 UNDER ONE MONTH USING TON 124,355 136,875

02304 1312 OVER ONE MONTH USING, ADD COST PER

ONE MONTH

TON 2,257 2,297

02304 1400

02304 1401 UNDER ONE MONTH USING TON 185,775 205,685

02304 1402 OVER ONE MONTH USING, ADD COST PER

ONE MONTH

TON 7,363 7,544

02304 2000 02304 2100

02304 2101 TO 2.0M DEEP EXCAVATION M2 3,068 3,626

02304 2102 2.0M TO 3.0M DEEP EXCAVATION M2 3,380 4,017

02304 2103 3.0M TO 4.0M DEEP EXCAVATION M2 3,684 4,354

02304 2104 4.0M TO 5.0M DEEP EXCAVATION M2 4,033 4,765

STEEL SHEET PILE LEFT IN PLACE MATERIAL,

STANDARD METHODS

LAB TEST

BACKFILL AND COMPACTION, TRENCH

BACKFILL WITH COMPACTION IN 150MM LAYERS

SHORING & UNDERPINNING

SHEET PILING

NOTE--- COST INCLUDES MATERIAL/EQUIPMENT TRASPORTATION.

STEEL SHEET PILE FOR TEMPORARY SHORING WORK,

NOTE--- COST INCLUDES MATERIAL/EQUIPMENT TRANSPORT, AND BACKFILLING AFTER

REMOVED PILES.

VIBROHAMMER, DIESEL HAMMER

PILE JACKING

H-STEEL PILE

NOTE--- FOR TEMPORARY SHORING, WALING, STRUT AND OTHER MISC. MATERIALS - COST

INCLUDES MATERIAL/EQUIPMENT TRANSPORT

SHORING

WOOD SHEATHING INSTALLATION AND PULL OUT,

NOTE--- FOR TEMPORARY SHORING WORK, COST INCLUDES MATERIAL/EQUIPMENT TRANSPORT,

AND BACKFILLING AFTER REMOVED PILES.

STEEL SUPPORT

NOTE---- COST INCLUDES WALES, CONNECTIONS AND STRUTS, W/TURNBUCKLE

DIVISION 02 SITE WORK Page 19

DIVISION 02 SITE WORK

BASIC SUFFIX DESCRIPTION UNIT

MEAS

REG TIME

YEN

NON-REG

YEN

DEMO

RATE

MISAWA AIR BASE - SABER CONTRACTING SYSTEM

02304 2105 5.0M TO 6.0M DEEP EXCAVATION M2 4,417 5,220

02304 2200

02304 2201 UNDER ONE MONTH USING M2 8,461 9,810

02304 2202 OVER ONE MONTH USING, ADD COST PER

ONE MONTH

M2 1,972 2,039

02304 2300

02304 2310

02304 2311 UP TO 3.5M DEEP EXCAVATION M2 4,817 5,596

02304 2312 4.0M TO 4.5M DEEP EXCAVATION M2 5,025 5,836

02304 2313 5.0M TO 6.5M DEEP EXCAVATION M2 5,235 6,081

02304 2320

02304 2321 UP TO 4.5M DEEP EXCAVATION M2 5,446 6,326

02304 2322 5.0M DEEP EXCAVATION M2 5,654 6,566

02304 2323 5.5M DEEP EXCAVATION M2 5,863 6,809

02304 2324 6.0M DEEP EXCAVATION M2 6,074 7,054

02305 0000 02305 1000 02305 1100

02305 1101 1 KM HAUL M3 153 180

02305 1102 2 KM HAUL M3 287 335

02305 1103 3 KM HAUL M3 416 488

02305 1104 4 KM HAUL M3 534 626

02305 1105 5 KM HAUL M3 653 765

02305 1106 8 KM HAUL M3 1,024 1,198

02305 1107 10 KM HAUL M3 1,254 1,467

02305 1108 15 KM HAUL M3 1,856 2,173

02305 1109 20 KM HAUL M3 2,366 2,770

02305 1110 30 KM HAUL M3 3,454 4,045

02305 1111 ADD HAULING COST PER 10 KM M3 1,151 1,348

02306 0000 02306 1000 02306 1100

02306 1001 SOIL STABILIZATION: LIME SLURRY 10 PCT

BY VOLUMN

M3 9,387 10,330

02306 1200

02306 1201 MAXIMUM OUTPUT M 3,768 4,306

02306 1202 MINIMUM OUTPUT M 2,261 2,585

02307 0000 SOIL TREATMENT

02307 1000 02307 1100

02307 1101 SOIL POISONING EA 12,355 15,390

NOTE--- THE COST INCLUDES ANY SUPPORTING COMPONENTS, INSTALLATION, PULL OUT, AND

TRANSPORTATION.

METAL PANEL TYPED

NOTE--- THE COST INCLUDES ANY SUPPORTING COMPONENTS, INSTALLATION, PULL OUT, AND

TRANSPORTATION.

UP TO 3.0M WIDTH EXCAVATION, PER ONE MONTH

HAULING

SOIL STABILIZATION: LIME

3.0M TO 4.7M WIDTH EXCAVATION, PER ONE MONTH

HAULING

HAULING - INCLUDES TIME FOR LOADING, TRAVEL, DUMP AND MISC

NOTE --- PRICING DOES NOT INCLUDE COST FOR EXCAVATION AND LOADING

SHEET PILE TYPE

SOIL STABILIZATION

SOIL STABILIZATION

SOIL TREATMENT

SOIL STABILIZATION: VIBROFLOATION

TERMITE PRETREATMENT

DIVISION 02 SITE WORK Page 20

DIVISION 02 SITE WORK

BASIC SUFFIX DESCRIPTION UNIT

MEAS

REG TIME

YEN

NON-REG

YEN

DEMO

RATE

MISAWA AIR BASE - SABER CONTRACTING SYSTEM

02308 0000 02308 1000 02308 1100

02308 1101 3/8 TO 1/4 CY PIECES M3 39,794 46,545

02308 1200

02308 1201 GALVANIZED STEEL MESH BOXES STONE

FILLED, LIGHT WEIGHT

M3 28,892 31,519

02308 1202 GALVANIZED STEEL MESH BOXES STONE

FILLED, MIDDLE WEIGHT

M3 40,623 44,315

02308 1203 GALVANIZED STEEL MESH BOXES STONE

FILLED, HEAVY WEIGHT

M3 55,790 60,861

02308 2000 02308 2100

02308 2101 JUTE MESH M2 334 349

02308 2102 PLASTIC NETTING M2 205 221

02308 2103 POLYPROPYLENE MESH M2 811 826

02308 2200

02308 2201 NON-WOVEN FILTER FABRIC, 10MM THICK M2 1,032 1,127

02308 2202 IMPERVIOUS SHEET M2 2,919 3,183

02308 2300

02308 2301 SOIL CEMENT -INCLUDES MATERIALS AND

PLACEMENT (PORTLAND CEMENT CONTENT

7 PCT)

M3 58,767 66,733

02309 0000 02309 1000 02309 1100

02309 1101 24 IN (61CM) DIA. CASING -.25 IN WALL M 95,029 104,457

02309 1102 36 IN (91CM) DIA. CASING -.375 IN WALL M 158,966 173,103

02309 1103 48 IN (122CM) DIA. CASING -.375 IN WALL M 206,965 225,138

02309 1200

02309 1201 4 IN (100 MM) NOM SIZE ELEC CONDUIT M 41,083 45,327

02309 1202 24 IN (61CM) DIA. CASING -.25 IN WALL M 120,668 133,393

02309 1203 36 IN (91CM) DIA. CASING -.375 IN WALL M 213,906 235,108

02309 1204 48 IN (122CM) DIA. CASING -.375 IN WALL M 264,216 289,661

02450 0000 02450 1000

02450 1100 02450 1110

02450 1111 D=300MM EA 98,444 108,811

02450 1112 D=350MM EA 113,866 124,764

02450 1113 D=400MM EA 134,795 146,472

02450 1114 D=450MM EA 158,384 171,045

02450 1115 D=500MM EA 190,618 204,302

02450 1116 D=600MM EA 244,124 259,200

02450 1120

02450 1121 D=300MM EA 187,876 206,353

PRECAST /PRESTRESSED CONCRETE PILE

NOTE --- INCLUDES ALL MATERIAL COST

PRECAST CONCRETE PILE

L=20M

RAILROAD WORK

EROSION & SEDIMENTATION CONTROL

RIP-RAP

RANDOM - FILTER STONE DUMPED FROM TRUCKS

NOTE--- MACHINE PLACED SLOPE PROTECTION (KEYED)

NETTING - 100 SY (83.6M2) PER ROLL 4 FT (1.2M) WIDE - STAPLED

SHEETING FOR EROSION CONTROL

TUNNELING, BORING & JACKING

HORIZONTAL BORING

ROADWORK

GALVANIZED STEEL MESH BOXES, STONE FILLED

EROSION CONTROL

SOIL CEMENT SURFACING

PRE BORING WITH DROP HAMMER

L=10M

DIVISION 02 SITE WORK Page 21

DIVISION 02 SITE WORK

BASIC SUFFIX DESCRIPTION UNIT

MEAS

REG TIME

YEN

NON-REG

YEN

DEMO

RATE

MISAWA AIR BASE - SABER CONTRACTING SYSTEM

02450 1122 D=350MM EA 218,882 238,465

02450 1123 D=400MM EA 260,742 281,883

02450 1124 D=450MM EA 312,177 336,349

02450 1125 D=500MM EA 375,010 400,820

02450 1126 D=600MM EA 476,448 503,652

02450 1130

02450 1131 D=350MM EA 311,609 336,805

02450 1132 D=400MM EA 378,003 406,434

02450 1133 D=450MM EA 454,993 487,931

02450 1134 D=500MM EA 553,664 590,168

02450 1135 D=600MM EA 703,858 741,959

02450 1200 02450 1210

02450 1211 D=300MM EA 103,659 123,530

02450 1212 D=350MM EA 119,763 141,408

02450 1213 D=400MM EA 142,297 167,648

02450 1214 D=450MM EA 168,745 200,291

02450 1215 D=500MM EA 201,745 235,708

02450 1216 D=600MM EA 260,308 304,882

02450 1220

02450 1221 D=300MM EA 198,354 235,932

02450 1222 D=350MM EA 232,273 276,264

02450 1223 D=400MM EA 275,217 322,741

02450 1224 D=450MM EA 334,410 399,106

02450 1225 D=500MM EA 397,187 463,420

02450 1226 D=600MM EA 508,029 592,794

02450 1230

02450 1231 D=350MM EA 331,594 393,218

02450 1232 D=400MM EA 402,496 475,575

02450 1233 D=450MM EA 489,816 586,230

02450 1234 D=500MM EA 586,893 683,963

02450 1235 D=600MM EA 746,310 861,792

02450 1300 02450 1310

02450 1311 D=400MM EA 201,984 230,458

02450 1312 D=450MM EA 222,623 251,343

02450 1313 D=500MM EA 253,711 283,168

02450 1314 D=600MM EA 302,463 332,125

02450 1320

02450 1321 D=400MM EA 376,930 427,117

02450 1322 D=450MM EA 417,550 468,065

02450 1323 D=500MM EA 475,138 525,980

02450 1324 D=600MM EA 573,135 624,510

02450 1330

02450 1331 D=450MM EA 625,423 700,968

02450 1332 D=500MM EA 712,787 789,071

02450 1333 D=600MM EA 859,539 936,560

02510 0000 02510 1000

L=30M

PREBORING WITH CEMENT MILK

L=10M

L=20M

L=30M

L=20M

WATER DISTRIBUTION

PREBORING WITH AUGER AND BUCKET

L=10M

L=30M

PIPING, WATER DISTRIBUTION, DUCTILE IRON

DIVISION 02 SITE WORK Page 22

DIVISION 02 SITE WORK

BASIC SUFFIX DESCRIPTION UNIT

MEAS

REG TIME

YEN

NON-REG

YEN

DEMO

RATE

MISAWA AIR BASE - SABER CONTRACTING SYSTEM

02510 1100

02510 1101 4 IN (100MM) DIA. M 8,191 9,150 22%

02510 1102 6 IN (150MM) DIA. M 10,834 11,932 22%

02510 1103 8 IN (21CM) DIA. M 13,993 15,270 22%

02510 1104 10 IN (25CM) DIA. M 14,801 16,337 22%

02510 1105 12 IN (31CM) DIA. M 18,594 20,516 22%

02510 1106 14 IN (36CM) DIA. M 23,861 26,165 22%

02510 1107 16 IN (41CM) DIA. M 28,264 31,033 22%

02510 1108 18 IN (46CM) DIA. M 33,022 36,482 22%

02510 1109 20 IN (51CM) DIA. M 34,803 37,770 22%

02510 1200

02510 1201 4 IN (100MM) EA 25,223 28,233 22%

02510 1202 6 IN (150MM) EA 34,863 39,080 22%

02510 1203 8 IN (21CM) EA 48,077 53,345 22%

02510 1204 10 IN (25CM) EA 67,102 74,127 22%

02510 1205 12 IN (31CM) EA 87,269 95,699 22%

02510 1206 14 IN (36CM) EA 136,646 147,183 22%

02510 1207 16 IN (41CM) EA 150,764 161,855 22%

02510 1208 18 IN (46CM) EA 237,168 250,340 22%

02510 1209 20 IN (51CM) EA 273,730 289,943 22%

02510 1300

02510 1301 4 IN (100MM) EA 24,323 27,333 22%

02510 1302 6 IN (150MM) EA 33,513 37,729 22%

02510 1303 8 IN (21CM) EA 44,702 49,972 22%

02510 1304 10 IN (25CM) EA 61,478 68,503 22%

02510 1305 12 IN (31CM) EA 78,947 87,376 22%

02510 1306 14 IN (36CM) EA 110,776 121,313 22%

02510 1307 16 IN (41CM) EA 131,193 142,284 22%

02510 1308 18 IN (46CM) EA 198,701 211,874 22%

02510 1309 20 IN (51CM) EA 229,865 246,077 22%

02510 1400

02510 1401 4 IN (100MM) EA 24,436 27,445 22%

02510 1402 6 IN (150MM) EA 33,513 37,729 22%

02510 1403 8 IN (21CM) EA 44,702 49,972 22%

02510 1404 10 IN (25CM) EA 61,253 68,277 22%

02510 1405 12 IN (31CM) EA 79,171 87,601 22%

02510 1406 14 IN (36CM) EA 110,776 121,313 22%

02510 1407 16 IN (41CM) EA 131,643 142,735 22%

02510 1408 18 IN (46CM) EA 200,052 213,224 22%

02510 1409 20 IN (51CM) EA 230,990 247,201 22%

02510 1500

02510 1501 4 IN X 3 IN EA 36,915 41,496 22%

02510 1502 4 IN X 4 IN EA 37,815 42,396 22%

02510 1503 6 IN X 3 IN EA 49,973 56,560 22%

02510 1504 6 IN X 4 IN EA 50,760 57,347 22%

02510 1505 6 IN X 6 IN EA 53,347 59,933 22%

02510 1506 8 IN X 4 IN EA 65,509 73,316 22%

02510 1507 8 IN X 6 IN EA 68,434 76,240 22%

02510 1508 8 IN X 8 IN EA 71,808 79,613 22%

02510 1509 10 IN X 4 IN EA 84,404 95,495 22%

MECHANICAL JOINT

45 DEGREE ELBOW

22-1/2 DEGREE ELBOW

MECHANICAL JOINT TEE

90 DEGREE ELBOW

DIVISION 02 SITE WORK Page 23

DIVISION 02 SITE WORK

BASIC SUFFIX DESCRIPTION UNIT

MEAS

REG TIME

YEN

NON-REG

YEN

DEMO

RATE

MISAWA AIR BASE - SABER CONTRACTING SYSTEM

02510 1510 10 IN X 6 IN EA 95,651 106,743 22%

02510 1511 10 IN X 8 IN EA 97,563 108,655 22%

02510 1512 10 IN X 10 IN EA 108,023 119,115 22%

02510 1513 12 IN X 4 IN EA 109,961 121,668 22%

02510 1514 12 IN X 6 IN EA 113,336 125,043 22%

02510 1515 12 IN X 8 IN EA 116,710 128,417 22%

02510 1516 12 IN X 10 IN EA 126,833 138,540 22%

02510 1517 12 IN X 12 IN EA 131,895 143,602 22%

02510 1518 14 IN X 4 IN EA 143,800 157,396 22%

02510 1519 14 IN X 6 IN EA 144,362 157,957 22%

02510 1520 14 IN X 8 IN EA 146,274 159,869 22%

02510 1521 14 IN X 10 IN EA 148,524 162,120 22%

02510 1522 14 IN X 12 IN EA 158,647 172,243 22%

02510 1523 14 IN X 14 IN EA 168,769 182,365 22%

02510 1524 16 IN X 4 IN EA 186,359 201,970 22%

02510 1525 16 IN X 6 IN EA 187,483 203,094 22%

02510 1526 16 IN X 8 IN EA 189,733 205,345 22%

02510 1527 16 IN X 10 IN EA 191,421 207,032 22%

02510 1528 16 IN X 12 IN EA 194,907 210,518 22%

02510 1529 16 IN X 14 IN EA 212,229 227,840 22%

02510 1530 16 IN X 16 IN EA 222,352 237,963 22%

02510 1531 18 IN X 6 IN EA 256,161 273,722 22%

02510 1532 18 IN X 8 IN EA 258,860 276,422 22%

02510 1533 18 IN X 10 IN EA 273,483 291,044 22%

02510 1534 18 IN X 12 IN EA 276,856 294,418 22%

02510 1535 18 IN X 14 IN EA 302,726 320,288 22%

02510 1536 18 IN X 16 IN EA 312,849 330,411 22%

02510 1537 18 IN X 18 IN EA 340,968 358,530 22%

02510 1538 20 IN X 6 IN EA 295,787 316,863 22%

02510 1539 20 IN X 8 IN EA 296,912 317,987 22%

02510 1540 20 IN X 10 IN EA 313,783 334,858 22%

02510 1541 20 IN X 12 IN EA 314,908 335,983 22%

02510 1542 20 IN X 14 IN EA 344,152 365,226 22%

02510 1543 20 IN X 16 IN EA 353,150 374,225 22%

02510 1544 20 IN X 18 IN EA 389,142 410,217 22%

02510 1545 20 IN X 20 IN EA 393,641 414,716 22%

02510 1600

02510 1601 4 IN X 3 IN EA 44,702 49,972 22%

02510 1602 4 IN X 4 IN EA 47,514 52,783 22%

02510 1603 6 IN X 3 IN EA 56,079 63,104 22%

02510 1604 6 IN X 4 IN EA 59,228 66,253 22%

02510 1605 6 IN X 6 IN EA 64,627 71,652 22%

02510 1606 8 IN X 4 IN EA 73,772 82,202 22%

02510 1607 8 IN X 6 IN EA 79,396 87,826 22%

02510 1608 8 IN X 8 IN EA 87,269 95,699 22%

02510 1609 10 IN X 4 IN EA 100,892 112,936 22%

02510 1610 10 IN X 6 IN EA 107,641 119,684 22%

02510 1611 10 IN X 8 IN EA 114,389 126,432 22%

02510 1612 10 IN X 10 IN EA 130,136 142,179 22%

02510 1613 12 IN X 4 IN EA 122,443 135,615 22%

MECHANICAL JOINT CROSS

DIVISION 02 SITE WORK Page 24

DIVISION 02 SITE WORK

BASIC SUFFIX DESCRIPTION UNIT

MEAS

REG TIME

YEN

NON-REG

YEN

DEMO

RATE

MISAWA AIR BASE - SABER CONTRACTING SYSTEM

02510 1614 12 IN X 6 IN EA 128,067 141,239 22%

02510 1615 12 IN X 8 IN EA 133,691 146,863 22%

02510 1616 12 IN X 10 IN EA 150,562 163,734 22%

02510 1617 12 IN X 12 IN EA 159,560 172,731 22%

02510 1618 14 IN X 4 IN EA 182,353 197,407 22%

02510 1619 14 IN X 6 IN EA 182,353 197,407 22%

02510 1620 14 IN X 8 IN EA 182,353 197,407 22%

02510 1621 14 IN X 10 IN EA 187,977 203,030 22%

02510 1622 14 IN X 12 IN EA 195,850 210,903 22%

02510 1623 14 IN X 14 IN EA 219,471 234,524 22%

02510 1624 16 IN X 4 IN EA 203,972 221,535 22%

02510 1625 16 IN X 6 IN EA 213,082 230,644 22%

02510 1626 16 IN X 8 IN EA 217,245 234,806 22%

02510 1627 16 IN X 10 IN EA 223,993 241,555 22%

02510 1628 16 IN X 12 IN EA 227,367 244,930 22%

02510 1629 16 IN X 14 IN EA 250,762 268,325 22%

02510 1630 16 IN X 16 IN EA 263,359 280,921 22%

02510 1631 18 IN X 6 IN EA 290,163 311,239 22%

02510 1632 18 IN X 8 IN EA 293,537 314,612 22%

02510 1633 18 IN X 10 IN EA 313,783 334,858 22%

02510 1634 18 IN X 12 IN EA 327,280 348,355 22%

02510 1635 18 IN X 14 IN EA 338,528 359,603 22%

02510 1636 18 IN X 16 IN EA 358,774 379,849 22%

02510 1637 18 IN X 18 IN EA 415,012 436,087 22%

02510 1638 20 IN X 6 IN EA 326,777 350,195 22%

02510 1639 20 IN X 8 IN EA 330,151 353,568 22%

02510 1640 20 IN X 10 IN EA 354,896 378,314 22%

02510 1641 20 IN X 12 IN EA 366,031 389,449 22%

02510 1642 20 IN X 14 IN EA 372,330 395,746 22%

02510 1643 20 IN X 16 IN EA 392,013 415,430 22%

02510 1644 20 IN X 18 IN EA 467,372 490,790 22%

02510 1645 20 IN X 20 IN EA 471,871 495,289 22%

02510 1700 02510 1710

02510 1711 4 IN (100MM) DIA. M 8,069 9,108 22%

02510 1712 6 IN (150MM) DIA. M 9,195 10,471 22%

02510 1713 8 IN (21CM) DIA. M 11,501 12,931 22%

02510 1714 10 IN (25CM) DIA. M 14,663 16,388 22%

02510 1715 12 IN (31CM) DIA. M 18,210 20,244 22%

02510 1716 14 IN (36CM) DIA. M 21,932 24,097 22%

02510 1717 16 IN (41CM) DIA. M 24,734 26,961 22%

02510 1718 18 IN (46CM) DIA. M 28,170 30,553 22%

02510 1720

02510 1721 4 IN (100MM) DIA. EA 21,862 24,340 22%

02510 1722 6 IN (150MM) DIA. EA 31,305 34,818 22%

02510 1723 8 IN (21CM) DIA. EA 41,724 45,940 22%

02510 1724 10 IN (25CM) DIA. EA 59,445 65,467 22%

02510 1725 12 IN (31CM) DIA. EA 74,974 82,000 22%

02510 1726 14 IN (35CM) DIA. EA 130,010 138,440 22%

02510 1727 16 IN (41CM) DIA. EA 151,953 160,922 22%

STAB JOINT - NO FITTINGS

STAB JOINT - NO FITTINGS

STAB JOINT ELBOW

DIVISION 02 SITE WORK Page 25

DIVISION 02 SITE WORK

BASIC SUFFIX DESCRIPTION UNIT

MEAS

REG TIME

YEN

NON-REG

YEN

DEMO

RATE

MISAWA AIR BASE - SABER CONTRACTING SYSTEM

02510 1728 18 IN (46CM) DIA. EA 226,626 237,164 22%

02510 1730

02510 1731 4 IN (100MM) DIA. EA 32,570 36,235 22%

02510 1732 6 IN (150MM) DIA. EA 45,827 51,096 22%

02510 1733 8 IN (200MM) DIA. EA 61,643 67,934 22%

02510 1734 10 IN (25CM) DIA. EA 92,652 101,433 22%

02510 1735 12 IN (31CM) DIA. EA 113,838 123,204 22%

02510 1736 14 IN (36CM) DIA. EA 157,741 168,548 22%

02510 1737 16 IN (41CM) DIA. EA 211,107 223,504 22%

02510 1738 18 IN (46CM) DIA. EA 325,414 339,464 22%

02510 1740

02510 1741 4 IN (100MM) DIA. EA 10,348 11,778 22%

02510 1742 6 IN (150MM) DIA. EA 12,640 14,262 22%

02510 1743 8 IN (200MM) DIA. EA 17,701 20,179 22%

02510 1744 10 IN (25CM) DIA. EA 19,530 22,341 22%

02510 1745 12 IN (31CM) DIA. EA 24,555 28,068 22%

02510 1746 14 IN (36CM) DIA. EA 29,506 33,521 22%

02510 1747 16 IN (41CM) DIA. EA 39,824 44,510 22%

02510 1748 18 IN (46CM) DIA. EA 52,359 58,382 22%

02510 2000 02510 2100

02510 2101 3/4 IN (19MM) DIA. M 978 1,147 22%

02510 2102 1 IN (25MM) DIA. M 1,410 1,661 22%

02510 2103 1-1/2 IN (37MM) DIA. M 2,185 2,512 22%

02510 2104 2 IN (50MM) DIA. M 3,078 3,454 22%

02510 2105 2-1/2 IN (63MM) DIA. M 4,644 5,181 22%

02510 2106 3 IN (76MM) DIA. M 6,029 6,618 22%

02510 3000

02510 3100

02510 3101 8 IN (21CM) DIA. -3/16 IN WALL M 11,961 12,538 9%

02510 3102 10 IN (25CM) DIA. -3/16 IN WALL M 14,523 15,150 9%

02510 3103 12 IN (31CM) DIA. -1/4 IN WALL M 20,258 20,948 9%

02510 3104 14 IN (36CM) DIA. -1/4 IN WALL M 23,016 23,880 9%

02510 3105 16 IN (41CM) DIA. -1/4 IN WALL M 25,440 26,255 9%

02510 3106 18 IN (46CM) DIA. -5/16 IN WALL M 31,904 32,670 5%

02510 3107 24 IN (61CM) DIA. -3/8 IN WALL M 52,346 53,954 5%

02510 3108 30 IN (76CM) DIA. -3/8 IN WALL M 76,696 78,480 5%

02510 3109 36 IN (91CM) DIA. -3/8 IN WALL M 91,264 93,272 5%

02510 3110 42 IN (106CM) DIA. -1/2 IN WALL M 125,650 127,945 5%

02510 3111 48 IN (122CM) DIA. -1/2 IN WALL M 153,326 155,621 5%

02510 4000 02510 4100

02510 4101 PT 3/4 EA 36,127 37,108 11%

02510 4102 PT 1 EA 70,212 71,333 11%

02510 4200

02510 4201 PT 3/4 EA 17,482 18,195 11%

02510 4202 PT 1 EA 17,867 18,740 11%

ADAPTER, HEIGHT ADJUSTER SPRINKLER HEAD

PIPING, WATER DISTRIBUTION, COPPER

COPPER TUBING

STAB JOINT TEE

STAB JOINT…