Atch J-3 UNIT PRICE GUIDE.pdf

SABER

DEPARTMENT OF THE ARMY

US ARMY GARRISON JAPAN

DIRECTORATE OF PUBLIC WORKS

UNIT

PRICE

GUIDE

FY22

SABER

CONTRACT

31 MAR 2022

FY22

BASIC SUFFIX PAGE

01000 0000 D01-1 01100 0000 D01-1

02000 0000 D02-1 02100 0000 D02-1 02200 0000 D02-1 02300 0000 D02-1 02400 0000 D02-2 02500 0000 D02-2 02600 0000 D02-2 02700 0000 D02-2

03000 0000 D03-1 03100 0000 D03-1

04000 0000 D04-1

05000 0000 D05-1 05100 0000 D05-1

06000 0000 D06-1 06100 0000 D06-1 06200 0000 D06-1

07000 0000 D07-1 07100 0000 D07-1 07200 0000 D07-1

Temporary Enclosure Construction Aids

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

Workers Investigation, Survey and Test

Temporary Work

For Structures

Cast in Place Concrete Work Concrete Finishing Concrete Formwork

Steel Structures Steel Structures Assembring Hot Dip Zinc Coating

DESCRIPTION

Scaffolding for Exteriior Scaffolding for Interior Safety System Curing Cleaning and Tydying up

Foundation Work

Excavation, Backfill and Compaction Shoring Work

CONCRET BLOCK, ALC PANEL AND EXTRUSIONMOLDING CEMENT BOARD

WORK

DIVISION 08

DIVISION 01

DIVISION 07

DIVISION 06

DIVISION 05

DIVISION 04

DIVISION 03

DIVISION 02

STEEL STRUCTURAL WORK

CONCRETE WORK

REINFORCING BAR WORK

EARTH WORK

FOUNDATION WORK

GENERAL WORK

TEMPORARY WORK

For Pavement

INDEX-1

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

DESCRIPTION

08000 0000 D08-1 08100 0000 D08-1

09000 0000 D09-1

09100 0000 D09-4

11000 0000 D11-1

12000 0000 D12-1 12100 0000 D12-1 12200 0000 D12-2 12300 0000 D12-2 12400 0000 D12-3

13000 0000 D13-1 13100 0000 D13-2 13200 0000 D13-2

14000 0000 D14-1 14100 0000 D14-1 14200 0000 D14-2

15000 0000 D15-1 15100 0000 D15-1

DOORS AND WINDOWS WORK

Waterproof Multi Layers Finishing Material for Textured Coating of Building

WATER PROOFING WORK

Cement Mortar Work Self Leveling Work

Concrete Block Work Autoclaved Light-Weight Concrete Panel Work

PLASTER WORK

METAL WORK

ROOFING AND GUTTER WORK

CARPENTARY WORK

TILE WORK

STONE MASONRY WORK

No Item

DIVISION 12

DIVISION 11

DIVISION 10

DIVISION 09

Exterior Work Interior Work Miscellaneous Work

DIVISION 16

DIVISION 15

DIVISION 14

DIVISION 13

Tile Work

Wooden Structures

Waterproofing

Plywood Work Finishing Carpentary Thermal Insulation Material Termite Control

Metal Roofing Eaves Gutter Downspout

INDEX-2

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

DESCRIPTION

16000 0000 D16-1 16100 0000 D16-1 16200 0000 D16-1 16300 0000 D16-2 16400 0000 D16-3 16500 0000 D16-3 16600 0000 D16-3 16700 0000 D16-4 16800 0000 D16-6 16900 0000 D16-6

18000 0000 D18-1 18100 0000 D18-2 18200 0000 D18-3

19000 0000 D19-1 19100 0000 D19-1 19200 0000 D19-2 19300 0000 D19-2 19400 0000 D19-3 19500 0000 D19-4

20000 0000 D20-1 20100 0000 D20-2

21000 0000 D21-1 21100 0000 D21-1

22000 0000 D22-1 22100 0000 D22-2

Pavement Works Ancillay Works

Interior Finish for Floor Interior Repair Finishes

Miscellaneous Works

Paint Work (General) Coating Materials for Textured Finishes of Buildinhg Heat Resistant Paint

Interior Finish for Ceiling Interior Finish for Molding Interior Finish for Wall Interior Finish for Baseboard

No Item

PAINTING WORK

Glass Work Films

Rolling Shutters Stainless Steel Doors

Sealing Work

CURTAIN WALL WORK

DIVISION 19 INTERIOR WORK

DIVISION 18

DIVISION 17

Wooden Doors Steel Doors Aluminum Sashes Aluminum Doors

DIVISION 20 EQUIPMENT AND UNIT WORK

DIVISION 21 DRAINAGE SYSTEM WORK

DIVISION 22 PAVEMENT WORK

Architectural Equipment and Units

Curb, Gutter Ditch, Catch Basin and Manhole Exterior Piping Work

Civil Equipment and Units

INDEX-3

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

DESCRIPTION

23000 0000 D23-1 23100 0000 D23-1

24100 0000 D24-1 24200 0000 D24-1 24300 0000 D24-3 24400 0000 D24-4 24500 0000 D24-5

25000 0000 D25-1 25100 0000 D25-2 25200 0000 D25-15 25300 0000 D25-26 25400 0000 D25-32 25500 0000 D25-34 25600 0000 D25-36 25700 0000 D25-51 25800 0000 D25-62 25900 0000 D25-66

26000 0000 D26-1 26100 0000 D26-5 26200 0000 D26-7 26300 0000 D26-8 26400 0000 D26-10 26500 0000 D26-11 26600 0000 D26-11

Mechanical Insulation Work Painting Work Various Pump Heating, Ventilation and Air Conditioning (HVAC) System

Building Demolition Building Selective Demolition Site Demolition Abatement of Hazardous Materials Removal of Rubbish and Debris

Common Work, Operation Test and Adjustmant Piping Work Piping Accessories

DIVISION 26 ELECTRICAL WORK

DIVISION 23 PLANTING WORK

DIVISION 24 DEMOLISH, REMOVAL AND DISPOSAL WORK

DIVISION 25 MECHANICAL WORK

Tree Sodding

Communication Systems Painting Works

Basic Materials and Methods Power Transmission Service and Distribution Lighting Fire Protection Systems

Plumbing Fixtures: Bathroom, Kitchen and Other Room Miscellaneous Work Restoration Work

INDEX-4

DESCRIPTION REMARKS

PITCH

Single Phase

Three Phase

Air Conditionar

Autoclaved Light- Weight Concrete

Concrete Block

CUBIC METER PER HOUR

CUBIC METER PER MINUTE

DEPTH

DIAMETER

EACH

Elevational Square Meter

TENSION STRENGTH

COMPRESSIVE STRENGTH

Floor Square Meter

HEIGHT

Hot Dip Zinc Coated

Internatinal Protection 54

JOB

KILOGRAM

KILOGRAM NEWTON

Kilovolt- Ampere

KILO WATT

LENGTH

LITER

METER

リットル

長さ

奥行、深さ

立方メートル/分

立方メートル/時

コンクリートブロック

キロボルトアンペア

キログラムニュートン

キログラム

キロワット

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

ABBREVIATIONS JAPANESE

間隔

単相

三相

L

IP54

一式

防塵・防水保護等級54

メートル

M

KG

KW

LIT

DIA

CMH

CMM

KN

EA

f'b

1Ph

3Ph

EM2

FM2

KVA

HDZ

H

D f'c

JOB

ALC

CB

A/C

ALC

空調機器、エアコン

溶融亜鉛メッキ

高さ

床平方メートル

圧縮強度

引張強度

建平方メートル

個、ヶ所

直径 mm

DABBREVIATIONS-1 ABBREVIATIONS- 1

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

ABBREVIATIONS JAPANESE

MILLIMETER

SQUARE METER

CUBIC METER

MAN DAY

PLACE

Polyvinyl Choloride

SET

Stainless Steel

THICK

Tube Pipe Domestic

Wide

Wall Square Meter

KOUKYO KENCHIKU KOUJI HYOUJUN

SHIYOUSYO (KENCHIKU KOUJI HEN)

KOUKYO KENCHIKU KOUJI HYOUJUN

SHIYOUSYO (DENKI SETSUBI KOUJI HEN)

KOUKYO KENCHIKU KOUJI HYOUJUN

SHIYOUSYO (KIKAI SETSUBI KOUJI HEN)

KOUKYO KENCHIKU KAISHU KOUJI HYOUJUN

SHIYOUSYO (KENCHIKU KOUJI HEN)

KOUKYO KENCHIKU KAISHU KOUJI HYOUJUN

SHIYOUSYO (DENKI SETSUBI KOUJI HEN)

KOUKYO KENCHIKU KAISHU KOUJI HYOUJUN

SHIYOUSYO (KIKAISETSUBI KOUJI HEN)

公共建築改修工事標準仕様書 (機械設備工事編)

公共建築改修工事標準仕様書 (電気工事編)

公共建築改修工事標準仕様書 (建築工事編)

公共建築工事標準仕様書(機 械設備工事編)

公共建築工事標準仕様書(電 気設備工事編)

公共建築工事標準仕様書(建 築工事編)

壁平方メートル

幅、厚み

一般配管用

厚み

ステンレス

ミリメートル

THK、T

TPD

セット、組

塩化ビニル

１か所、１場所

人工

立法メートル

平方メートル

KKKK-A

KKK-M

KKKK-E

KKKK-M

M3

M2

KKK-E

KKK-A

WM2

MM

PLACE

SET

W

PVC

SUS

MD

DABBREVIATIONS-2 ABBREVIATIONS- 2

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

ABBREVIATIONS JAPANESE

JAPAN INDUSTRIAL STANDARD

JAPANESE ARCHITECTURALl STANDARD

SPECIFICATION

JAPANESE AGRICULTURAL STANDARDS

JAPAN WATER WORKS ASSOCIATION (社)日本水道協会

日本農林規格

建築工事標準仕様書

日本工業規格

JASS

JAS

JWWA

JIS

DABBREVIATIONS-3 ABBREVIATIONS- 3

1. The prices are indicated with Japanese YEN(￥).

2. Asbestos / LEAD survey's units are "PLACE". It means that no matter how many layers there are in that place, count it one place.

NOTE

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

INDEX-1

Serial No.

BASIC SUFFIX DESCRIPTION UNIT

UNIT

PRICE(￥)

DEMO

PRICE(￥)

REMARKS

1 01000 0000 Workers 2 01000 1000 Worker's cost 3 01000 1001 Special worker MD 37,300 4 01000 1002 Regular worker MD 32,400 5 01000 1003 Light worker MD 22,800 6 01000 1004 Landscape worker MD 31,600 7 01000 1005 Stonemason MD 40,900 8 01000 1006 Block worker MD 37,600 9 01000 1007 Electrical worker MD 35,500

10 01000 1008 Rebar worker MD 38,800 11 01000 1009 Steel frame worker MD 38,500 12 01000 1010 Painter MD 43,800 13 01000 1011 Welder MD 48,000 14 01000 1012 Special driver MD 38,400 15 01000 1013 Regular driver MD 32,500 16 01000 1014 Civil foreman MD 39,000 17 01000 1015 Forming carpenter MD 39,300 18 01000 1016 Carpenter MD 38,400 19 01000 1017 Plasterer MD 40,300 20 01000 1018 Plumber MD 33,400 21 01000 1019 Scraper MD 37,600 22 01000 1020 Waterproofing worker MD 41,200 23 01000 1021 Sheet metal worker MD 41,800 24 01000 1022 Tile worker MD 34,500 25 01000 1023 Steel sash worker MD 37,900 26 01000 1024 Roofing worker MD 33,000 27 01000 1025 Interior worker MD 42,700 28 01000 1026 Glass worker MD 38,500 29 01000 1027 Wooden sash worker MD 36,400 30 01000 1028 Duct worker MD 33,100 31 01000 1029 Insulation worker MD 34,000 32 01000 1030 Mechanical equipment worker MD 34,500 33 01000 1031 Flag person MD 23,200 34 01100 0000 Investigation, Survey and Test 35 01100 1000 Geological survey

36 01100 1100 Soil borings (gathering soil), includes analysis report documents and other necessary works

37 01100 1101 86 dia., less than 50m M 43,800

38 01100 1200 Standard penetration test, includes analysis report documents and other necessary works

39 01100 1201 "Hyojun kannyu shiken" JOB 18,300

40 01100 1300 Load test in hole, includes analysis report documents and other necessary works

41 01100 "Kounai suihei saika shiken" JOB 101,000

42 01100 1400 California Bearing Ratio (CBR) at site, includes analysis report documents and other necessary works

43 01100 1401 "Genba CBR shiken" EA 59,400

44 01100 1402 Sampling for laboratory test, undisturbed samples

EA

48,100

45 01100 1403 Sampling for laboratory test, disturbed samples EA 20,700

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

DIVISION 01 GENERAL WORK

D01-1

No.

BASIC SUFFIX DESCRIPTION UNIT

UNIT

PRICE(￥)

DEMO

PRICE(￥)

REMARKS

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

DIVISION 01 GENERAL WORK

46 01100 1404 Disturbed samples test, modified CBR EA 253,000 47 01100 1405 Disturbed samples test, design CBR EA 60,000 48 01100 1406 Undisturbed samples test, immersion EA 28,500

49 01100 1500 Soil compaction test, includes analysis report documents and other necessary works

50 01100 1501 Soil compaction using a rammer, dry-method EA 48,700 51 01100 1502 Soil compaction using a rammer, wet method EA 114,000 52 01100 1503 Unconfined compression test of soils EA 14,900 53 01100 1504 Consolidation properties of soils EA 76,000

54 01100 2000 Asbestos survey, includes analysis report and other necessary works

55 01100 2001 Survey and analyze for asbestos contained material

PLACE 31,500

56 01100 3000 LEAD survey, includes analysis report and other necessary works

57 01100 3001 Survey and analyze for lead contained material PLACE 31,500 58 01100 4000 Waterproofing survey

59 01100 4001 By visual observation and tapping, includes marking, measurement, report and drawings

M2 600

60 01100 5000 Exterior wall survey

61 01100 5001 By visual observation and tapping, includes marking, measurement, report and drawings

M2 600

62 01100 6000 Topographic survey

63 01100 6001

Perform field survey, place some GPS benchmarks and provide survey reports. The reports include the site plan, utilities plans and elevations with scale 1/100.

M2 180

64 01100 7000 Pavement coring survey 65 01100 7001 110mm, 0 - 500mm for Asphalt pavement EA 15,000 66 01100 7002 110mm, 0 - 500mm for Concrete pavement EA 31,500

D01-2

No.

BASIC SUFFIX DESCRIPTION UNIT

UNIT

PRICE(￥)

DEMO

PRICE(￥)

REMARKS

1 02000 0000 Temporary Work 2 02000 0001 Batter board M2 480 3 02000 0002 Marking M2 300 4 02100 0000 Scaffolding for Exterior 5 02100 1000

Double pole scaffolding, W=900, H=less than 10 m

6 02100 1001 Staying for 1 - 90 days EM2 2,400 7 02100 1002 Staying for 91 - 180 days EM2 3,180 8 02100 1003 Staying for 180 - 270 days EM2 3,960 9 02100 2000 Double pole scaffolding, W=900, H=11 - 20 m

10 02100 2001 Staying for 1 - 90 days EM2 2,530 11 02100 2002 Staying for 91 - 180 days EM2 3,310 12 02100 2003 Staying for 180 - 270 days EM2 4,090 13 02100 2004 Staying for 271 - 365 days EM2 4,890 14 02100 3000 Double pole scaffolding, W=900, H=21 - 30 m 15 02100 3001 Staying for 1 - 90 days EM2 2,670 16 02100 3002 Staying for 91 - 180 days EM2 3,450 17 02100 3003 Staying for 180 - 270 days EM2 4,230 18 02100 3004 Staying for 271 - 365 days EM2 5,020 19 02100 4000 Safety handrail 20 01100 4001 Staying for 1 - 90 days M 1,110 21 01100 4002 Staying for 91 - 180 days M 1,440 22 01100 4003 Staying for 180 - 270 days M 1,590 23 01100 4004 Staying for 271 - 365 days M 2,100 24 02100 5000 Ladder 25 01100 5001 Staying for 1 - 180 days M 8,250 26 01100 5002 Staying for 181 - 270 days M 9,750 27 01100 5003 Staying for 271 - 365 days M 11,200 28 02200 0000 Scaffolding for Interior 29 02200 1000 "Kyatatsu ashiba", H=1.8 m 30 02200 1001 Staying for 1 - 30 days FM2 540 31 02200 1002 Staying for 31 - 90 days FM2 765 32 02200 2000 "Wakugumi" staging, 1 - 60 days 33 02200 2001 H= less than 5.7m FM2 6,810 34 02200 2002 H= 5.8 - 7.4 m FM2 8,110 35 02200 2003 H= 7.5 - 9.1 m FM2 10,300 36 02200 3000 Rolling tower, 1 - 30 days 37 02200 3001 W1500xH2000, 1 stage, H= less than 2 m EA 15,700 38 02200 3002 W1500xH3700, 2 stages, H= 2.1 - 3.5 m EA 19,600 39 02200 3003 W1500xH5400, 3 stages, H= 3.6 - 5.0 m EA 26,100 40 02300 0000 Safety System 41 02300 1000 Curing with fire protection sheet 42 02300 1001 Staying for 1 - 90 days M2 825 43 02300 1002 Staying for 91 - 180 days M2 990 44 02300 1003 Staying for 181 - 270 days M2 1,140 45 02300 1004 Staying for 271 - 365 days M2 1,290 46 02300 2000 Curing with net 47 02300 2001 Staying for 1 - 90 days M2 780 48 02300 2002 Staying for 91 - 180 days M2 930 49 02300 2003 Staying for 181 - 270 days M2 1,090 50 02300 2004 Staying for 271 - 365 days M2 1,260

TEMPORARY WORK

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

DIVISION 02

D02-1

No.

BASIC SUFFIX DESCRIPTION UNIT

UNIT

PRICE(￥)

DEMO

PRICE(￥)

REMARKS

TEMPORARY WORK

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

DIVISION 02

51 02400 0000 Curing 52 02400 0001 For finishes M2 225 53 02400 0002 For floor finishes with plywood T=12 M2 810

54 02400 0003 For floor with steel sheet T=22, includes transportation cost, indirect cost, 1 - 180 days lease

M2 8,650

55 02500 0000 Cleaning and Tydying up 56 02500 0001 Cleaning and tidying up M2 1,660 57 02600 0000 Temporary Enclosure 58 02600 1000 Steel plate fence, H=3000 59 02600 1001 Staying for 1 - 90 days M 9,760 60 02600 1002 Staying for 91 - 180 days M 10,900 61 02600 1003 Staying for 181 - 270 days M 12,100 62 02600 1004 Staying for 271 - 365 days M 13,300 63 02600 2000 Guard Fence, H=1800 64 02600 2001 Staying for 1 - 365 days M 900 65 02600 3000 Sheet gate, H=4500, W=5400 66 02600 3001 Staying for 1 - 90 days EA 213,000 67 02600 3002 Staying for 91 - 180 days EA 241,000 68 02600 3003 Staying for 181 - 270 days EA 271,000 69 02600 3004 Staying for 271 - 365 days EA 301,000 70 02600 4000 Cross gate, H=2600, W=6000, with casters 71 02600 4001 Staying for 1 - 90 days EA 52,500 72 02600 4002 Staying for 91 - 180 days EA 64,500 73 02600 4003 Staying for 181 - 270 days EA 76,500 74 02600 4004 Staying for 271 - 365 days EA 88,500 75 02700 0000 Construction Aids 76 02700 1000 Temporary equipment rental 77 02700 1100 Equipment 78 02700 1101 Temporary generator, 2.2 KVA DAY 5,250

79 02700 1102 Temporary unit house (2400 x 5600, by lease, with lighting, A/C, sink, toilet), includes plumbing and wiring work, 1 - 30 days

MONTH 172,000

80 02700 1200 Heavy duty construction vehicle 81 02700 1201 Crane truck 25 ton with operator DAY 90,000

82 02700 1202 Service platform truck / cherry picker, H=12m with operator

DAY 97,500

83 02700 1000 Rental generator (per one week)

84 02700 1100 Prepare temporary generator. Included transportation, connection of wiring, operation and filling fuel.

85 02700 1101 Single phase (1Ph-3wire, 210/105V), 20 KVA JOB 318,000 86 02700 1102 Single phase (1Ph-3wire, 210/105V), 100 KVA JOB 387,000

87 02700 1103 Three phase (3Ph-3wire, 200V or 3Ph-4wire

208/120V), 20 KVA

JOB 332,000

88 02700 1104 Three phase (3Ph-3wire, 200V or 3Ph-4wire

208/120V), 100 KVA

JOB 437,000

D02-2

No.

BASIC SUFFIX DESCRIPTION UNIT

UNIT

PRICE(￥)

DEMO

PRICE(￥)

REMARKS

1 03000 0000 Excavation, Backfill and Compaction 2 03000 1000 Excavation

3 03000 1100 Excavating, trench / continuous footing, common earth, by hand

4 03000 1101 No more than D=500 M3 9,600 5 03000 1102 D=501 - 1000 M3 10,700 6 03000 1103 D=1001 - 2000 M3 12,600

7 03000 1200 Excavating, trench / continuous footing, common earth, by machine

8 03000 1201 No more than D=5000 M3 1,390 9 03000 1300 Preparation of subgrade "Sukitori" 10 03000 1301 By hand, D=300 M3 585 11 03000 1400 Trim bottom of excavation "Tokotsuke" 12 03000 1401 By hand M2 915 13 03000 2000 Backfill and fill 14 03000 2100 Backfill "Umemodoshi" 15 03000 2101 By hand, stockpile soil M3 5,350 16 03000 2102 By machine, stockpile soil M3 1,480 17 03000 2103 By machine, borrow good soil M3 5,680 18 03000 2104 By machine, borrow good soil M3 3,780 19 03000 2105 By hand, borrow hill sand M3 7,060 20 03000 2106 By machine, borrow hill sand M3 4,950 21 03000 2200 Filling "Morido" 22 03000 2201 By hand, stockpile soil M3 5,670 23 03000 2202 By machine, stockpile soil M3 1,470 24 03000 2203 By hand, borrow good soil M3 6,510 25 03000 2204 By machine, borrow good soil M3 3,880 26 03000 2205 By hand, borrow hill sand M3 7,570 27 03000 2206 By machine, borrow hill sand M3 4,810 28 03000 2300 Loading "Tsumikomi" 29 03000 2301 By hand M3 7,470 30 03000 2302 By machine for soil M3 1,120 31 03000 2303 By machine for concrete M3 1,420 32 03000 3000 Disposal of excess soil 33 03000 3100 Temporary stockpile 34 03000 3101 On base M3 1,300 35 03000 3200 Transportation for off-base 36 03000 3201 One-way, 4 - 6 ton dump truck M3 6,190 37 03000 3202 One-way, 8 - 10 ton dump truck M3 4,570 38 03100 0000 Shoring Work 39 03100 1000 Steel sheet pile, includes rental and transportation

40 03100 1001 Type-II, L=0 - 8m, 1 - 180 days WM2 14,000

EARTH WORK

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

DIVISION 03

D03-1

No.

BASIC SUFFIX DESCRIPTION UNIT

UNIT

PRICE(￥)

DEMO

PRICE(￥)

REMARKS

1 04000 0000 Foundation Work 2 04000 1000 Bedding, includes spreading and compaction 3 04000 1100 Gravel 4 04000 1101 C-40 M3 9,000 5 04000 1102 M-40 M3 7,950 6 04000 1200 Sand 7 04000 1201 By machine M3 7,920 8 04000 2000 Vapor barrier and thermal insulation on subgrade 9 04000 2100 Polyethylene film

10 04000 2101 T=0.15 M2 300 11 04000 2200 Polystyrene form 12 04000 2201 T=20 M2 1,120 13 04000 2202 T=25 M2 1,270 14 04000 2203 T=50 M2 2,100 15 04000 3000 Soil improvement

16 04000 3001

Provide soil improvement for new pavement with cement or lime of dust-proof type, additive amount approx.. 100 kg/m3 include analysis of samples and formulation design, strength tests during and after treatment and the elution amount of hexavalent chromium meets the soil environmental standards.

M3 10,500

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

DIVISION 04 FOUNDATION WORK

D04-1

No.

BASIC SUFFIX DESCRIPTION UNIT

UNIT

PRICE(￥)

DEMO

PRICE(￥)

REMARKS

1 05000 0000 For Structures 2 05000 1000 Reinforcing steel

3 05000 1100 Reinforcing bar works includes material cost, sub-material cost, direct labor cost of bending and assembling, indirect cost and transportation cost

4 05000 1101 Bending and assembly includes wiring, splicing, support and other materials

TON 171,000

5 05000 1200 Welded wire fabric 6 05000 1201 D6 x 100 x 100 M2 1,170 7 05000 1300 For sleeve and opening 8 05000 1301 No more than 300 square or dia. EA 5,250 9 05000 1302 301 - 600 square or dia. EA 12,000

10 05000 1500

Spiral reinforcing bar works includes material cost, sub-material cost, direct labor cost of bending and assembling, indirect cost and transportation cost

11 05000 1501 D6 x 75φ, @50, D=150 M 1,870 12 05000 1502 D6 x 100φ, @50, D=180 M 2,100 13 05000 1503 D6 x 120φ, @50, D=200 M 2,320 14 05100 0000 For Pavement 15 05100 1000 Concrete pavement

16 05100 1001 Provide construction or contraction joints on concrete pavement, includes joint sealer, joint filler, dowel-bar, tie-bar and chair

M 8,100

REINFORCING BAR WORK

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

DIVISION 05

D05-1

No.

BASIC SUFFIX DESCRIPTION UNIT

UNIT

PRICE(￥)

DEMO

PRICE(￥)

REMARKS

1 06000 0000 Cast-in Place Concrete Work 2 06000 1000 Ready mixed concrete 3 06000 1100 f'c=18 N/mm2, slump 80 - 180 4 06000 1101 By pump M3 21,000 5 06000 1200 f'c=21 N/mm2, slump 80 - 210 6 06000 1201 By pump M3 21,700 7 06000 1300 f'c=24 N/mm2, slump 80 - 210 8 06000 1301 By pump M3 22,200 9 06000 1400 f'c=27 N/mm2, slump 80 - 210

10 06000 1401 By pump M3 23,700 11 06000 1500 f'c=30 N/mm2, slump 80 - 210 12 06000 1501 By pump M3 24,300 13 06000 1600 Mage 4.5, slump 2.5 - 6.5 14 06000 1601 By cart M3 28,500

15 06000 2000 Pumping for cast in place concrete work, includes curing

16 06000 2100 Ready mixed concrete 17 06000 2101 Pumping EA 82,500 18 06100 0000 Concrete Finishing 19 06100 1000 Plaster work for concrete surface 20 06100 1001 Broom finish M2 900 21 06100 1002 Trowel finish, type-a M2 840 22 06200 0000 Concrete Formwork

23 06200 1000 Structural cast in place concrete formwork includes erecting, shoring, stripping, accessories and transportation

24 06200 1001 Standard plywood sheeting form M2 8,400 25 06200 1002 Artificial plywood sheeting form M2 8,770 26 06200 2000 Expansion joint 27 06200 2100 For structure 28 06200 2101 Construction joint, 30 x 30 M 375 29 06200 2102 Crack induction joint, 30 x 30 M 450 30 06200 2103 Artificial joint, 30 x 30 M 450 31 06200 2200 Chamfer strip 32 06200 2201 W=30 M 375

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

DIVISION 06 CONCRETE WORK

D06-1

No.

BASIC SUFFIX DESCRIPTION UNIT

UNIT

PRICE(￥)

DEMO

PRICE(￥)

REMARKS

1 07000 0000 Steel Structures 2 07000 1000 Material Cost 3 07000 1001 Steel material TON 172,000 4 07100 0000 Steel Structures Assembring 5 07100 1000

Preparation and assembling at factory, includes welding

6 07100 1001 Ready made column TON 168,000 7 07100 1002 Rolling H- shaped TON 174,000 8 07100 2000 Welding 9 07100 2001 At site M 2,080

10 07100 3000 Painting at factory 11 07100 3001 Shot blast M2 1,110

12 07100 3002 Rust protecting paint (JIS K5674), includes surface preparation

M2 855

13 07100 4000 Ultrasonic inspection by a third party 14 07100 4001 At factory EA 2,920 15 07100 4002 At site EA 3,910 16 07100 5000 Transportation cost 17 07100 5001 Transportation cost TON 12,700 18 07100 6000 Field election 19 07100 6001 Includes crane, workers and equipment TON 24,700 20 07100 7000 Install high tension bolts

21 07100 7001 Includes workers and equipment, unit is bolts- ton

TON 495,000

22 07100 8000 Installing anchor bolt 23 07100 8001 For column EA 3,850 24 07100 9000 Base mortar 25 07100 9001 T=50, 300 x 300 square EA 5,590 26 07100 9002 T=50, 500 x 500 square EA 9,600 27 07200 0000 Hot Dip Zinc Coating

28 07200 1000 Hot dip zinc coating, type-2, HDZ55, includes material, sub-material, direct labor and indirect cost

29 07200 1001 Non assembled parts TON 115,000 30 07200 1100 Assembled parts 31 07200 1101 Welded truss parts TON 129,000 32 07200 1102 Welded cube parts TON 141,000

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

DIVISION 07 STEEL STRUCTURAL WORK

D07-1

No.

BASIC SUFFIX DESCRIPTION UNIT

UNIT

PRICE(￥)

DEMO

PRICE(￥)

REMARKS

1 08000 0000 Concrete Block Work 2 08000 1000 For interior 3 08000 1001 Class-A, 100x390x190 M2 11,600 4 08000 1002 Class-A, 120x390x190 M2 13,200 5 08000 1003 Class-A, 150x390x190 M2 15,700 6 08000 1004 Class-A, 190x390x190 M2 19,500 7 08000 1005 Class-B, 100x390x190 M2 12,300 8 08000 1006 Class-B, 120x390x190 M2 13,900 9 08000 1007 Class-B, 150x390x190 M2 16,900

10 08000 1008 Class-B, 190x390x190 M2 20,500 11 08000 1009 Class-C, 100x390x190 M2 12,700 12 08000 1010 Class-C, 120x390x190 M2 14,200 13 08000 1011 Class-C 150x390x190 M2 16,900 14 08000 1012 Class-C, 190x390x190 M2 21,000 15 08000 2000 For exterior

16 08000 2001 Class-C (waterproofing), 100x390x190, for exterior

M2 14,000

17 08000 2002 Class-C (waterproofing), 120x390x190, for exterior

M2 15,300

18 08000 2003 Class-C (waterproofing), 150x390x190, for exterior

M2 18,300

19 08000 2004 Class-C(waterproofing), 190x390x190, for exterior M2 23,100 20 08100 0000 Autoclaved Light-Weight Concrete Panel Work 21 08100 1000 For exterior 22 08100 1100 Roof panel 23 08100 1101 T=75 M2 5,790 24 08100 1102 T=100 M2 6,600 25 08100 1103 T=120 / 125 M2 7,810 26 08100 1104 T=150 M2 10,200 27 08100 1200 Exterior wall panel, vertical locking method 28 08100 1201 T=100 M2 8,820 29 08100 1202 T=120 / 125 M2 10,500 30 08100 1203 T=150 M2 12,800 31 08100 1300 Exterior wall panel, vertical sliding method 32 08100 1301 T=100 M2 9,790 33 08100 1302 T=120 / 125 M2 11,400 34 08100 1303 T=150 M2 13,800 35 08100 1400 Corner panel, 300X300 36 08100 1401 T=100 M 16,500 37 08100 1402 T=120 / 125 M 17,400 38 08100 1500 Exterior wall panel for steel structure building 39 08100 1501 T=50 M2 5,220

40 08100 1600 Roof board panel (fire resistance) for steel structure building

41 08100 1601 T=50 M2 4,420

42 08100 1700 Roof board panel (fire resistance) for wood structure building

43 08100 1701 T=35 M2 4,780 44 08100 2000 For interior 45 08100 2100 Floor panel 46 08100 2101 T=100 M2 6,670

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

DIVISION 08 CONCRETE BLOCK, ALC PANEL AND EXTRUSION MOLDING CEMENT BOARD WORK

D08-1

No.

BASIC SUFFIX DESCRIPTION UNIT

UNIT

PRICE(￥)

DEMO

PRICE(￥)

REMARKS

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

DIVISION 08 CONCRETE BLOCK, ALC PANEL AND EXTRUSION MOLDING CEMENT BOARD WORK

47 08100 2102 T=120 / 125 M2 7,890 48 08100 2103 T=150 M2 9,340 49 08100 2200 Interior wall panel 50 08100 0501 T=75 M2 7,200 51 08100 0502 T=100 M2 8,010 52 08100 0503 T=120 / 125 M2 9,220 53 08100 0504 T=150 M2 10,600 54 08100 3000 Hardware for ALC 55 08100 3100 Insulation hardware for roof panel 56 08100 3101 C-100X50X20X3.2 M 2,490 57 08100 3102 L-65X65X6.0 M 1,800 58 08100 3200 Insulation hardware for exterior wall 59 08100 3201 L-65X65X6.0 M 1,800

60 08100 3202 L-65X65X6.0, L=120 EA 360

61 08100 3300 Horizontal support for non load bearing walls steel beam

62 08100 3301 for T=75 panel M 1,930 63 08100 3302 for T=80 panel M 1,930 64 08100 3303 for T=100 panel M 2,070 65 08100 3304 for T=120 panel M 2,070 66 08100 3305 for T=125 panel M 2,490

67 08100 3306 for T=150 panel

M 2,760

68 08100 3400 Horizontal support for non load bearing walls RC slab includes anchor (M10) and installation piece

69 08100 3401 for T=75 panel M 2,290 70 08100 3402 for T=80 panel M 2,290 71 08100 3403 for T=100 panel M 2,430 72 08100 3404 for T=120 panel M 2,430 73 08100 3405 for T=125 panel M 2,830 74 08100 3406 for T=150 panel M 3,120 75 08100 3500 Foot support for non load bearing walls RC slab

76 08100 3501 Installation piece L=65x65x6.0, for corner, L=100

EA 300

77 08100 3502 Installation foot plate T=2.3 for corner, for T=75 panel

EA 615

78 08100 3503 Installation foot plate T=2.3 for corner, for T=80 panel

EA 615

79 08100 3504 Installation foot plate T=2.3 for corner, for T=100 panel

EA 735

80 08100 3505 Installation foot plate T=2.3 for corner, for T=120 panel

EA 735

81 08100 3506 Installation foot plate T=2.3 for corner, for T=125 panel

EA 840

82 08100 3507 Installation foot plate T=2.3 for corner, for T=150 panel

EA 870

83 08100 3508 Installation foot plate T=2.3 for middle, for T=75 panel

EA 750

84 08100 3509 Installation foot plate T=2.3 for middle, for T=80 panel

EA 750

D08-2

No.

BASIC SUFFIX DESCRIPTION UNIT

UNIT

PRICE(￥)

DEMO

PRICE(￥)

REMARKS

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

DIVISION 08 CONCRETE BLOCK, ALC PANEL AND EXTRUSION MOLDING CEMENT BOARD WORK

85 08100 3510 Installation foot plate T=2.3 for middle, for T=100 panel

EA 750

86 08100 3511 Installation foot plate T=2.3 for middle, for T=120 panel

EA 750

87 08100 3512 Installation foot plate T=2.3 for middle, for T=125 panel

EA 885

88 08100 3513 Installation foot plate T=2.3 for middle, for T=150 panel

EA 885

89 08100 3600 Reinforcing for exterior wall opening 90 08100 3601 Corner plate PL-50x3.2, opening W=600 EA 1,750 91 08100 3602 Type"U" FB-50x6.0, opening W=1200 EA 2,200 92 08100 3603 Vertical piece L-65x65x6.0 M 2,070 93 08100 3604 Vertical piece L-75x75x6.0 M 2,310 94 08100 3605 Vertical piece L-90x90x7.0 M 2,880 95 08100 3606 Vertical piece L-90x90x10 M 4,150 96 08100 3607 Horizontal piece L-50x50x6.0 M 1,660 97 08100 3608 Horizontal piece L-65x65x6.0 M 2,070 98 08100 3609 Horizontal piece L-75x75x6.0 M 2,310 99 08100 3610 Horizontal piece L-75x75x6.0 M 2,590

100 08100 3611 Horizontal piece L-90x90x7.0 M 2,880 101 08100 3612 Hook bolt 12 dia. For T=100 panel EA 225 102 08100 3613 Hook bolt 12 dia. For T=125 panel EA 225 103 08100 3614 Hook bolt 12 dia. For T=150 panel EA 225 104 08100 3615 Straight bolt 12 dia. For T=100 panel EA 225 105 08100 3616 Straight bolt 12 dia. For T=125 panel EA 225 106 08100 3617 Straight bolt 12 dia. For T=150 panel EA 225 107 08100 3700 Reinforcing for interior wall opening 108 08100 3701 Vertical and horizontal L-65x65x6.0 M 2,070 109 08100 3702 Vertical and horizontal FB-50x6.0 M 1,500

D08-3

No.

BASIC SUFFIX DESCRIPTION UNIT

UNIT

PRICE(￥)

DEMO

PRICE(￥)

REMARKS

1 09000 0000 Waterproofing 2 09000 1000

Bituminous membrane waterproofing, Tajima Roofing "GUM COOL (SP color)"

3 09000 1001 GSS-2S, for existing sanded bituminous felt, horizontal part

M2 9,280

4 09000 1002 GSS-2S, for existing sanded bituminous felt, vertical part

M2 11,800

5 09000 1003 GSS-200S (w/adiabatic), for existing sanded bituminous felt, horizontal part

M2 12,300

6 09000 1004 GSS-200S (w/adiabatic), for existing sanded bituminous felt, vertical part

M2 11,800

7 09000 1005 GPS-2S, for existing membrane waterproofing, horizontal part

M2 8,230

8 09000 1006 GPS-2S, for existing membrane waterproofing, vertical part

M2 11,800

9 09000 1007 GPS-300S (w/adiabatic), for existing membrane waterproofing, horizontal part

M2 13,200

10 09000 1008 GPS-300S (w/adiabatic), for existing membrane waterproofing, vertical part

M2 11,800

11 09000 1009 GCS-2S, for existing bituminous membrane waterproofing w/protecting concrete, horizontal part M2 8,290

12 09000 1010 GCS-2S, for existing bituminous membrane waterproofing w/protecting concrete, vertical part

M2 11,800

13 09000 1011 GCS-300S (w/adiabatic), for existing bituminous membrane waterproofing w/protecting concrete, horizontal part

M2 13,400

14 09000 1012 GCS-300S (w/adiabatic), for existing bituminous membrane waterproofing w/protecting concrete, vertical part

M2 11,800

15 09000 2000 Polyvinyl chloride waterproofing sheet, Archyamade "Rivet Roof"

16 09000 2001 Mechanically fastened type, Rivet Roof SGM, T=1.5 "MIH-SGM15", horizontal part

M2 13,000

17 09000 2002 Mechanically fastened type, Rivet Roof SGM, T=1.5 "MIH-SGM15", vertical part

M2 12,700

18 09000 2003 Mechanically fastened type, Rivet Roof Cool, T=1.5 "MIH-COOL15", horizontal part

M2 14,500

19 09000 2004 Mechanically fastened type, Rivet Roof Cool, T=1.5 "MIH-COOL15", vertical part

M2 14,200

20 09000 2005 Mechanically fastened type, Rivet Roof SGM, T=2.0 "MIH-SGM20", horizontal part

M2 15,400

21 09000 2006 Mechanically fastened type, Rivet Roof SGM, T=2.0 "MIH-SGM20", vertical part

M2 15,100

22 09000 2007 Mechanically fastened type, Rivet Roof Cool, T=2.0 "MIH-COOL20", horizontal part

M2 16,900

23 09000 2008 Mechanically fastened type, Rivet Roof Cool, T=2.0 "MIH-COOL20", vertical part

M2 16,600

24 09000 2009 Mechanically fastened type, Rivet Roof SGM, T=2.0 with insulation 50mm "MIH-SGM20NUV", horizontal part

M2 32,800

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

DIVISION 09 WATERPROOFING WORK

D09-1

No.

BASIC SUFFIX DESCRIPTION UNIT

UNIT

PRICE(￥)

DEMO

PRICE(￥)

REMARKS

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

DIVISION 09 WATERPROOFING WORK

25 09000 2010 Mechanically fastened type, Rivet Roof Cool, T=2.0 with insulation T=50 "MIH-COOL20NUV", horizontal part

M2 34,300

26 09000 2011 Fully adhered type, Rivet Roof SGM, T=2.0 "F- M2 13,300

27 09000 2012 Fully adhered type, Rivet Roof SGM, T=2.0 "F- SGM20", vertical part

M2 15,100

28 09000 2013 Fully adhered type, Rivet Roof Cool, T=2.0 "F- COOL20", horizontal part

M2 14,800

29 09000 2014 Fully adhered type, Rivet Roof Cool, T=2.0 "F- COOL20", vertical part

M2 16,600

30 09000 2015 Fully adhered type, Rivet Roof SGM, T=2.0 with insulation T=50 "F-SGM20NUV", horizontal part

M2 32,800

31 09000 2016 Fully adhered type, Rivet Roof Cool, T=2.0 with insulation T=50 "F-COOL20NUV", horizontal part M2 34,300

32 09000 2017

LCS-R method, mechanically fastened type include metal bracket, Rivet Roof Cool, T=1.5 with insulation T=50 on existing V-type ribbed sheet metal roofing "MIH(F)D-COOL15NU", horizontal part

M2 24,600

33 09000 2018

LCS-R method, mechanically fastened type include metal bracket, Rivet Roof Cool, T=1.5 with insulation T=50 "MIH(F)D-COOL15NU", vertical part

M2 14,200

34 09000 2019

LCS-R method, mechanically fastened type include metal bracket, Rivet Roof Cool, T=1.5 with insulation T=35 on existing batten seam metal roofing "MIHD-COOL15NU", horizontal part

M2 27,400

35 09000 2020

LCS-R method, mechanically fastened type include metal bracket, Rivet Roof Cool, T=1.5 with insulation T=35 "MIHD-COOL15NU", vertical part

M2 14,200

36 09000 2021 PVC coated flat type mechanical metal fastener

T=50 "FLP-4"

M 3,520

37 09000 2022 PVC coated flat type mechanical metal fastener

T=100 "FLP-100"

M 7,050

38 09000 2023 PVC coated angle type mechanical metal fastener 70 X 45mm "FLA-2N"

M 4,950

39 09000 2024 PVC coated angle type mechanical metal fastener 10 X 55mm "FLA-5N"

M 3,970

40 09000 2025 PVC coated angle type mechanical metal fastener 50 X 10mm "FLA-6N"

M 3,820

41 09000 2026 PVC coated angle type mechanical metal fastener 60 X 60mm "FLA-7"

M 6,150

42 09000 2027 PVC coated angle type mechanical metal fastener 55 X 55mm "FLA-8RN"

M 5,620

43 09000 2028 PVC coated angle type mechanical metal fastener 15 X 50mm "FLA-13N"

M 4,120

44 09000 2029 PVC coated angle type mechanical metal fastener 20 X 50mm "FLA-14R"

M 5,320

D09-2

No.

BASIC SUFFIX DESCRIPTION UNIT

UNIT

PRICE(￥)

DEMO

PRICE(￥)

REMARKS

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

DIVISION 09 WATERPROOFING WORK

45 09000 2030 PVC coated angle type mechanical metal fastener 10 X 100mm "FLA-15"

M 5,470

46 09000 2031 PVC coated flat type mechanical metal fastener 50mm L=1795 "FLP-4LCS"

M 3,820

47 09000 2032 PVC coated angle type mechanical metal fastener 15 X 50mm "FLP-13LCS"

M 4,500

48 09000 3000 Urethane liquid-applied membrane waterproofing reinforced type, Tajima Roofing "Oltac waterproofing"

49 09000 3001 KUW-3S, horizontal M2 8,710 50 09000 3002 KUW-3S, vertical M2 8,190

51 09000 4000 Apply membrane waterproofing ,Ohzekikagaku, "Paratex"

52 09000 4001 A-1, for interior M2 3,460 53 09000 4002 A-2, for canopy, balcony M2 5,140 54 09000 4003 A-3, for exterior corridor, stairs M2 5,460 55 09000 4004 B-1 M2 4,300 56 09000 4005 B-2 M2 5,770 57 09000 4006 B-3 M2 7,770 58 09000 4007 B-4 M2 10,000 59 09000 4008 B-5 M2 10,300 60 09000 4009 B-6 M2 17,100 61 09000 4010 C-1 M2 4,620 62 09000 4011 C-2 M2 6,300 63 09000 4012 C-3 M2 6,610 64 09000 4013 C-4 M2 6,400 65 09000 4014 Q M2 4,300

66 09000 5000 Polyurethane waterproof roof coating (JIS A 6021), Tajima Roofing "GO-JIN", 67 09000 5001 GO-2VSC, horizontal M2 8,710 68 09000 5002 GO-2VSC, vertical M2 8,190

69 09000 6000 Polyurethane waterproof roof coating spray method

(JIS A 6021), DYFLEX " QUICK SPRAY"

70 09000 6001 SPM-200SK M2 15,900

71 09000 6002 SPM-200KY M2 13,200

72 09000 6003 CV SPRAY M2 13,500

73 09000 7000 Ethylene vinyl acetate (EVA) resin waterproofing sheet with adhesive polymer cement ,Hasegawa Sheet "SAN A SHEET"

74 09000 7001 SA-21C1 M2 18,000

75 09000 7002 SA-211 M2 16,500

76 09000 7003 SA-411 M2 13,500

77 09000 7004 SA-511 M2 12,000

78 09000 8000 Sealing compounds for sealing and glazing in building (JIS A 5758)

79 09000 8001 MS-2, 10 x 7 M 690 80 09000 8001 MS-2, 10 x 10 M 765 81 09000 8001 MS-2, 15 x 10 M 1,000 82 09000 8001 MS-2, 20 x 10 M 1,210 83 09000 8001 SR-1, 10 x 7 M 960

D09-3

No.

BASIC SUFFIX DESCRIPTION UNIT

UNIT

PRICE(￥)

DEMO

PRICE(￥)

REMARKS

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

DIVISION 09 WATERPROOFING WORK

84 09000 8001 SR-1, 10 x 10 M 1,200 85 09000 8001 SR-1, 15 x 10 M 1,450 86 09000 8001 SR-1, 20 x 10 M 1,620 87 09000 8001 SR-2, 10 x 7 M 870 88 09000 8001 SR-2, 10 x 10 M 945 89 09000 8001 SR-2, 15 x 10 M 1,230 90 09000 8001 SR-2, 20 x 10 M 1,440 91 09000 8001 PS-2, 10 x 7 M 690 92 09000 8001 PS-2, 10 x 10 M 765 93 09000 8001 PS-2, 15 x 10 M 1,020 94 09000 8001 PS-2, 20 x 10 M 1,210 95 09000 8001 PU-1, 10 x 7 M 525 96 09000 8001 PU-1, 10 x 10 M 585 97 09000 8001 PU-1, 15 x 10 M 705 98 09000 8001 PU-1, 20 x 10 M 900 99 09000 8001 AC-1, 10 x 7 M 345

100 09000 8001 AC-1, 10 x 10 M 405 101 09000 8001 AC-1, 15 x 10 M 480 102 09000 8001 AC-1, 20 x 10 M 510 103 09000 9000 PVC expansion joint for protecting concrete 104 09000 9001 20x60, ready made M 1,230 105 09000 9002 20x80, ready made M 1,260 106 09000 9003 25x60, ready made M 1,330 107 09000 9004 25x80, ready made M 1,360

108 09100 0000 Waterproof Multi Layer Finishing Material for Textured Coating of Building

109 09100 1000 Apply surface preparation, 1 coat of primer and 5 coat of waterproof multi layer finishing material. SK Kaken "LENAEXCELLENT A"

110 09100 1001 Top coated Water-based ceramic silicone resin paint

M2 8,550

111 09100 2000

Apply surface preparation, 1 coat of primer and 2 coat of waterproof 2 coat of acrylic silicon resin emulsion top finishing material. Aron Kasei "ARON

WALL"

112 09100 2001 ST M2 15,000

113 09100 2002 Si M2 15,000

D09-4

No.

BASIC SUFFIX DESCRIPTION UNIT

UNIT

PRICE(￥)

DEMO

PRICE(￥)

REMARKS

No item

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

DIVISION 10 STONE MASONRY WORK

D10-1

No.

BASIC SUFFIX DESCRIPTION UNIT

UNIT

PRICE(￥)

DEMO

PRICE(￥)

REMARKS

1 11000 0000 Tile Work

2 11000 1000 TILE 2

3 11000 1001 Porcelain tile (standing stocks), 25 x 25 M2 6,570 4 11000 1002 Porcelain tile (standing stocks), 100 x 100 M2 8,760 5 11000 1003 Porcelain tile (standing stocks), 150 x 150 M2 9,780 6 11000 1004 Porcelain tile (standing stocks), 200 x 200 M2 10,800 7 11000 1005 Stoneware tile (standing stocks), 100 x 100 M2 8,920 8 11000 1006 Stoneware tile (standing stocks), 150 x 150 M2 9,970 9 11000 1007 Stoneware tile (standing stocks), 200 x 200 M2 11,700

10 11000 1008 Porcelain tile (standing stocks), 25 x 25, Lixil, "S-ban mosaic"

M2 10,400

11 11000 1009 Porcelain tile (standing stocks), 50 x 50, Lixil "Acordi G"

M2 13,200

12 11000 1010 Porcelain tile (standing stocks), 100 x 100, Lixil "Acordi G"

M2 14,000

13 11000 1011 Porcelain tile (standing stocks), 150 x 150, Lixil "Acordi G"

M2 17,500

14 11000 1012 Porcelain tile (standing stocks), 200 x 200, Lixil "Shin sagan tile"

M2 15,400

15 11000 1013 Stoneware tile (standing stocks), 100 x 100, Lixil "Misty floor kiramic s"

M2 15,700

16 11000 1014 Stoneware tile (standing stocks), 150 x 150, Lixil "Misty floor kiramic s"

M2 16,200

17 11000 1015 Stoneware tile (standing stocks), 200 x 200, Lixil "Misty floor kiramic s"

M2 17,700

18 11000 1016 Porcelain tile, odareishi 900 x 600, Lixil "kilamic step slim , ipf-960/sps 2 t5.5"

EA 35,800

19 11000 1017 Ceramic tile (standing stocks), 100 x 100, with adhesive (secchakuzai hari)

M2 6,100

20 11000 1018 Ceramic tile (standing stocks), 150 x 150, with adhesive (secchakuzai hari)

M2 6,760

21 11000 1019 Ceramic tile (standing stocks), 200 x 200, with adhesive (secchakuzai hari)

M2 8,310

22 11000 1020 Ceramic tile (standing stocks), 100 x 100, with mortar (kairyotsumiage hari)

M2 8,070

23 11000 1021 Ceramic tile (standing stocks), 150 x 150, with mortar (kairyotsumiage hari)

M2 8,710

24 11000 1022 Ceramic tile (standing stocks), 200 x 200, with mortar (kairyotsumiage hari)

M2 10,200

25 11000 1023 Ceramic tile (standing stocks), 100 x 100, with adhesive (secchakuzai hari), Lixil, "Misty kiramic" M2 11,800

26 11000 1024 Ceramic tile (standing stocks), 150 x 150, with adhesive (secchakuzai hari), Lixil, "Misty kiramic" M2 14,700

27 11000 1025 Ceramic tile (standing stocks), 200 x 200, with adhesive (secchakuzai hari), Lixil, "Misty kiramic" M2 14,800

28 11000 1026 Ceramic tile (standing stocks), 100 x 100, with mortar (kairyotsumiage hari), Lixil, "Misty kiramic" M2 14,100

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

DIVISION 11 TILE WORK

D11-1

No.

BASIC SUFFIX DESCRIPTION UNIT

UNIT

PRICE(￥)

DEMO

PRICE(￥)

REMARKS

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

DIVISION 11 TILE WORK

29 11000 1027 Ceramic tile (standing stocks), 150 x 150, with mortar (kairyotsumiage hari), Lixil, "Misty kiramic" M2 16,900

30 11000 1028 Ceramic tile (standing stocks), 200 x 200, with mortar (kairyotsumiage hari), Lixil, "Misty kiramic" M2 16,900

D11-2

No.

BASIC SUFFIX DESCRIPTION UNIT

UNIT

PRICE(￥)

DEMO

PRICE(￥)

REMARKS

1 12000 0000 Wooden Structures 2 12000 1000 Floor structures

3 12000 1100 Floor post method H=500, ohbiki-90 x 90 @ 900, Western hemlock (grade-1)

4 12000 1101 Floor joist-40 x 45, @360 M2 7,870 5 12000 1102 Floor joist-40 x 45, @450 M2 6,730

6 12000 1200 Floor post method H=500, ohbiki-90 x 90 @ 900,Japanese cedar (grade-1)

7 12000 1201 Floor joist-40 x 45, @360 M2 9,210 8 12000 1202 Floor joist-40 x 45, @450 M2 8,130

9 12000 1300 Floor sleeper method H=150, ohbiki- 90 x 90 @900, western hemlock (grade-1)

10 12000 1301 Floor joist-40 x 45, @300 M2 5,550 11 12000 1302 Floor joist-40 x 45, @360 M2 5,050 12 12000 1303 Floor joist-40 x 45, @450 M2 4,360

13 12000 1400 Floor sleeper method H=150, ohbiki- 90 x 90 @900, Japanese cedar (grade-1)

14 12000 1401 Floor joist-40 x 45, @300 M2 6,100 15 12000 1402 Floor joist-40 x 45, @360 M2 5,860 16 12000 1403 Floor joist-40 x 45, @450 M2 5,070 17 12000 2000 Interior wall structures 18 12000 2001 Western hemlock (grade-1) M2 6,600 19 12000 2002 Japanese cedar (grade-1) M2 7,120

20 12000 2100 Furring strip for wooden wall frame, western hemlock (grade-1)

21 12000 2101 35 x 40 M2 2,250 22 12000 2102 20 x 40 M2 1,990

23 12000 2200 Furring strip for wooden wall frame, Japanese cedar (grade-1)

24 12000 2201 35 x 40 M2 2,430 25 12000 2202 20 x 40 M2 2,070

26 12000 2300 Furring strip for concrete surface, western hemlock (grade-1)

27 12000 2301 35 x 40 M2 3,910 28 12000 2302 18 x 40 M2 2,580

29 12000 2400 Furring strip for concrete surface, Japanese cedar (grade-1)

30 12000 2401 35 x 40 M2 4,320 31 12000 2402 18 x 40 M2 2,650 32 12000 3000 Other wooden structure work 33 12000 3001 Install wooden base shoe, 30 x 30 M 900 34 12100 0000 Plywood Work 35 12100 1000 Plywood for ceiling 36 12100 1100 Lauan (grade-1) 37 12100 1101 T=4 M2 1,990 38 12100 1102 T=5.5 M2 2,160 39 12100 1200 Lauan (grade-2) 40 12100 1201 T=4 M2 1,950 41 12100 1202 T=5.5 M2 2,110 42 12100 2000 Plywood su wall 43 12100 2100 Lauan (grade-1)

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

DIVISION 12 CARPENTARY WORK

D12-1

No.

BASIC SUFFIX DESCRIPTION UNIT

UNIT

PRICE(￥)

DEMO

PRICE(￥)

REMARKS

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

DIVISION 12 CARPENTARY WORK

44 12100 2101 T=4 M2 1,860 45 12100 2102 T=5.5 M2 2,040 46 12100 2103 T=9 M2 2,740 47 12100 2200 Lauan (grade-2) 48 12100 2201 T=4 M2 1,810 49 12100 2202 T=5.5 M2 1,980 50 12100 2203 T=9 M2 2,680 51 12000 3000 Plywood sub floor 52 12100 3100 Lauan (grade-1) 53 12100 3101 T=5.5 M2 1,770 54 12100 3102 T=9.0 M2 2,500 55 12100 3103 T=12 M2 3,150 56 12100 3104 T=15 M2 3,850 57 12100 3200 Lauan (grade-2) 58 12100 3201 T=5.5 M2 1,720 59 12100 3202 T=9.0 M2 2,430 60 12100 3203 T=12 M2 3,010 61 12100 3204 T=15 M2 3,730 62 12100 4000 Decorated veneer laminated plywood 63 12100 4001 T=4 F☆☆☆☆ M2 5,140 64 12100 4002 T=5 F☆☆☆☆ M2 5,350 65 12200 0000 Finishing Carpentary 66 12200 1000 Door and window frame 67 12200 1001 Sitka spruce, 100 x 40 M 9,570 68 12200 1002 Sitka spruce, 120 x 40 M 9,850 69 12200 1003 Sitka spruce 150 x 42 M 10,900 70 12200 1004 Sitka spruce, 100 x 25 M 8,790 71 12200 1005 Sitka spruce, 120 x 25 M 9,100 72 12200 2000 Casing 73 12200 2001 Sitka spruce, 40 x 30 M 3,360 74 12200 2002 Sitka spruce, 60 x 30 M 3,450 75 12200 2003 Sitka spruce, 100 x 30 M 4,500 76 12200 2004 Western hemlock, 40 x 30 M 2,020 77 12200 3000 Base board 78 12200 3001 Western hemlock, H=60 M 2,320 79 12200 3002 Western hemlock, H=75 M 2,670 80 12200 3003 Western hemlock, H=100 M 2,760 81 12200 3004 Sitka spruce, H=60 M 3,100 82 12200 3005 Sitka spruce, H=75 M 3,480 83 12200 3006 Sitka spruce, H=100 M 3,930 84 12200 4000 Curtain box 85 12200 4001 Sitka spruce, 150x 100 x 24 M 16,500 86 12200 4002 Sitka spruce, 180 x 150 x 24 M 17,100 87 12200 5000 Ceiling furring H=450 88 12200 5001 Western hemlock (grade-1) M2 4,620 89 12200 5002 Japanese cedar (grade-1) M2 5,620 90 12200 6000 Ceiling molding 91 12200 6001 Western hemlock, 30 x 30 M 2,070 92 12200 6002 Western hemlock, 40 x 40 M 2,760 93 12200 6003 Japanese cedar, 30 x 30 M 2,890 94 12200 6004 Japanese cedar, 40 x 40 M 3,640

D12-2

No.

BASIC SUFFIX DESCRIPTION UNIT

UNIT

PRICE(￥)

DEMO

PRICE(￥)

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SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

DIVISION 12 CARPENTARY WORK

95 12300 0000 Thermal Insulation Material 96 12300 1000

Thermal insulation material made of liquid urethane form (JIS A 9526)

97 12300 1001 T=15, spray, fro ceiling and wall M2 1,860 98 12300 1002 T=20, spray, fro ceiling and wall M2 2,170 99 12300 1003 T=25, spray, fro ceiling and wall M2 2,490

100 12300 2000 Thermal insulation board made of polystyrene form

101 12300 2001 T=20, class 2-b (JIS A 9511) M2 1,540 102 12300 2002 T=25, class 2-b (JIS A 9512) M2 1,690 103 12300 2003 T=50, class 2-b (JIS A 9513) M2 2,430

104 12300 3000 Glass wool acoustic board (JIS A 6301), for wall, installed with spindle pin, with glass cloth 32kg/m3

105 12300 3001 T=25 M2 3,580 106 12300 3002 T=50 M2 4,360

107 12300 4000 Install glass wool mat (JIS A 9504), 24kg/m3, with aluminum craft paper

108 12300 4001 T=25 M2 1,110 109 12300 4002 T=50 M2 1,360 110 12300 4003 T=100 M2 1,980

111 12300 5000 Install rock wool mat (JIS A 9504), 40kg/m3, with aluminum craft paper

112 12300 5001 T=25 M2 1,380 113 12300 5002 T=40 M2 1,590 114 12300 5003 T=50 M2 1,720

115 12300 6000 Install insulation board, phenolic foam board "Neoma Form-F" (Asahi kasei kenzai)

116 12300 6001 T=20 M2 2,950 117 12300 6002 T=25 M2 3,330 118 12300 6003 T=30 M2 3,700 119 12300 6004 T=40 M2 4,470 120 12300 6005 T=50 M2 5,370 121 12300 6006 T=100 M2 10,700 122 12400 0000 Termite Control 123 12400 1000 Termite control for existing residential building 124 12400 1001 Covered with chemical membrane M2 9,000 125 12400 1002 Covered with foaming agent M2 4,800

D12-3

No.

BASIC SUFFIX DESCRIPTION UNIT

UNIT

PRICE(￥)

DEMO

PRICE(￥)

REMARKS

1 13000 0000 Metal Roofing 2 13000 1000 Under layer 3 13000 1001 Asphalt felt, 430g/m2 M2 300 4 13000 1002 Asphalt felt, 650g/m3 M2 495 5 13000 1003 Asphalt felt, 940g/m4 M2 420

6 13000 2000 Folded plate roof lap joint type, with standard trimmer and support items, pre- painted hot-dip zinc-55% aluminum alloy coated steel

7 13000 2001 T=0.6, H=85 M2 4,260 8 13000 2002 T=0.8, H=85 M2 4,950 9 13000 2003 T=0.6, H=150 M2 4,780

10 13000 2004 T=0.8, H=150 M2 5,470 11 13000 2005 T=0.8, H=170 M2 6,600 12 13000 2006 T=1.0, H=170 M2 7,650

13 13000 3000 Folded plate roof clinch lock type, with standard trimmer and items, pre- painted hot-dip zinc-55% aluminum alloy coated steel

14 13000 3001 T=0.8, H=160 M2 4,510 15 13000 3002 T=1.0, H=160 M2 5,220 16 13000 3003 T=0.8, H=170 M2 5,130 17 13000 3004 T=1.0, H=170 M2 6,160

18 13000 4000 Folded plate roof cap lock type, with standard trimmer and support items, Pre- painted hot-dip zinc-55% aluminum alloy coated steel

19 13000 4001 T=0.8, H=80 M2 7,030 20 13000 4002 T=1.0, H=210 M2 8,140 21 13000 5000 Support items 22 13000 5100 Tight frame 23 13000 5101 H=85, bolt type M 1,210 24 13000 5102 H=150, bolt type M 1,380 25 13000 5103 H=170, bolt type M 1,560 26 13000 5104 H=160, boltless type M 1,900 27 13000 5105 H=170, boltless type M 2,340

28 13000 5200 End cap, "nokisaki menko", pre- painted hot-dip zinc-55% aluminum alloy coated steel

29 13000 5201 H=85, bolt type M 1,470 30 13000 5202 H=150, bolt type M 1,770 31 13000 5203 H=170, bolt type M 1,990 32 13000 5204 H=160, boltless type M 1,630 33 13000 5205 H=170, boltless type M 2,100

34 13000 5300 Water stoop, "mizudome menko", pre- painted hot-dip zinc-55% aluminum alloy coated steel

35 13000 5301 H=85, bolt type M 1,470 36 13000 5302 H=150, bolt type M 1,560 37 13000 5303 H=170, bolt type M 1,780 38 13000 5304 H=160, boltless type M 2,050 39 13000 5305 H=170, boltless type M 2,410

40 13000 5400 End cap frame, "nokisaki" frame, pre- painted hot-dip zinc-55% aluminum alloy coated steel

41 13000 5401 H=85, bolt type M 1,260 42 13000 5402 H=150, bolt type M 1,350

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

DIVISION 13 ROOFING AND GUTTER WORK

D13-1

No.

BASIC SUFFIX DESCRIPTION UNIT

UNIT

PRICE(￥)

DEMO

PRICE(￥)

REMARKS

SABER CONTRACT - UNIT PRICE GUIDE

UNITED STATES ARMY GARRISON JAPAN

DIVISION 13 ROOFING AND GUTTER WORK

43 13000 5403 H=170, bolt type M 1,540 44 13000 5404 H=160, boltless type M 1,420 45 13000 5405 H=170, boltless type M 1,570

46 13000 5500 Ridged cap, "munetsutsumi", Pre- painted hot-dip zinc-55% aluminum alloy coated steel

47 13000 5501 H=85 M 3,580 48 13000 5502 H=150 M 4,090 49 13000 5503 H=170 M 4,410

50 13000 6000 Batten seam roofing "shinginashi", Sankou kinzoku F-40, Pre- painted hot-dip zinc-55% aluminum alloy coated steel

51 13000 6001 T=0.5, "toushi tsuriko" M2 5,040

52 13000 6100 Ridged cap, "mune tsutsumi", pre- painted hot-dip zinc-55% aluminum alloy coated steel

53 13000 6101 T=0.4, W=300, "toushi tsuriko" M 2,950

54 13000 6200 Flashing, pre- painted hot-dip zinc-55% aluminum alloy coated steel

55 13000 6201 T=0.4, W=150, M 1,840 56 13000 6202 T=0.4, W=300 M 2,080 57 13000 6203 T=0.4, W=455 M 2,530

58 13000 6300 Valley gutter, pre- painted hot-dip zinc-55% aluminum alloy coated steel

59 13000 6301 T=0.5, W=300 M 4,030 60 13000 6302 T=0.5, W=455 M 4,140 61 13000 6303 T=0.5, W=914 M 6,150

62 13000 6304 Dip zincing metal sheet with resin polyester coat and resin ethylene propylene film gutters, Sankokinzoku "Exlon Gutter"

M2 15,000

63 13000 6400 Heat insulating work, pre- painted hot-dip zinc-55% aluminum alloy coated steel

64 13000 6401 Install expanded polyethylene sheet for steel roofing, T=4

M2 1,350

65 13100 0000 Eaves Gutter 66 13100 1000

Polyvinyl chloride coated steel eaves gutter, box type, (Panasonic)

67 13100 1001 W=120 M 3,760 68 13100 1002 W=150 M 4,420 69 13100 1003 W=180 M 5,110 70 13100 1004 W=120, front high type M 3,150 71 13100 1005 W=150, front high type M 3,540 72 13100 1006 W=200, front high type M 4,300 73 13200 0000 Downspout 74 13200 1000 Polyvinyl chloride pipe (VP) leader, JIS K-6741 75 13200 1001 65A M 3,510 76 13200 1002 75A M 3,780 77 13200 1003 100A M 4,650 78 13200 1004 125A…