CONSTRUCTORA CLAVE S DE RL DE CV DATE: DECEMBER 18 … HR...CONSTRUCTORA CLAVE S DE RL DE CV DATE:...

CONSTRUCTORA CLAVE S DE RL DE CV DATE: DECEMBER 18 2015

FERROCARRIL 3 LOS VENADOS 22123

RFC: CCL1108226BA

Arq. Joseph Park

Hyundai Translead

Dear Sir,

We are pleased to submit our proposal, this is summarized below:

A) PROJECT: I LINE BUILDING

B) TOTAL AMOUNT: 23,933,092.01$ US

CIVIL WORK 4,234,593.85$ US

I LINE BLDG 19,619,748.16$ US

C) CONSTRUCTION PERIOD: SHOP BUILDING MAY 31 2015

FINAL COMPLETION AUG 31 2015

D) PAYMENT CONDITION: 20% Advanced Payment

20% After 2 weeks

58% Accordign to Progress

2% Last Payment

E) IVA: (16% NOT INCLUDED)

F) PRICE IS VALID FOR 30 DAYS PERIOD

G) NOTES:

PROJECT MUST BE DONE CLEARLY WITHOUT SIGNIFICANT CHANGES

STEEL STRUCTURE PROJECT SHOULD BE DESIGNED BEFORE START THE JOB

PRICES MAY VARY ACCORDDING TO STEEL MARKET FLUCTUATIONS

Thank you for the opportunity to work with you. Please feel free to contact me if you have any

questions regarding this or any other items.

Best Regards,

Arq. Abelino Beltran / Project Manager

Constructora Clave S.de R.L. de C.V.

152*1020464*2

664 625 4905

664 410 6402

www.clavemex.com

[email protected]

ELECTRICAL AND MECHANICAL BOQ'S ARE NOT INCLUDED;

TOTAL VOLUMN OF WORK WILL BE REVISED ACCORDING TO UPDATED PROJECT

NO PERMITS OR MUNICIPALITY FEES ARE INCLUDED

NO PAYMENTS TO UNION/MUNICIPALITY/STATE/FEDERAL DEPARTMENTS ARE INCLUDED

http://www.clavemex.com/

mailto:[email protected]

SUMMARYNO SORT ITEM UNIT Q'TY AMOUNT REMARK

23,933,092.01

4,234,593.85

1 PAVEMENT L/S 1.0 2,894,514.37

2 STORMWATER L/S 1.0 917,315.93

3 WASTEWATER L/S 1.0 174,698.74

4 FENCE L/S 1.0 248,064.80

19,619,748.16

5 TEMPORARY WORK L/S 1.0 90,320.00

6 EARTH & SOIL GROUND WORK L/S 1.0 420,763.00

7 REINFORCED CONCRETE WORK L/S 1.0 3,802,305.00

8 STEEL FRAME WORK L/S 1.0 9,919,443.00

9 MASONRY WORK L/S 1.0 209,672.00

10 WATERPROOF WORK L/S 1.0 490,829.00

11 PLASTER WORK L/S 1.0 298,316.26

12 TILE WORK L/S 1.0 141,093.00

13 STONE WORK L/S 1.0 6,498.00

14 METAL WORK L/S 1.0 323,851.31

15 DOOR & WINDOW WORK L/S 1.0 334,436.00

16 GLASS WORK L/S 1.0 290,331.00

17 PAINTING WORK L/S 1.0 122,613.22

18 INTERIOR FINISHING WORK L/S 1.0 518,783.62

19 PANEL WORK L/S 1.0 2,144,568.00

20 ROOF & DRAIN WORK L/S 1.0 173,383.00

21 AGGREGATE COST L/S 1.0 310,321.74

22 WASTE DISPOSAL COST 1.0 22,221.00

23 ADDITIONAL WORK 1.0 0.00

78,750.00

TEMPORAL FACILITIES L/S 1.0 28,100.00

TEMPORAL ENERGY SUPPLY L/S 1.0 50,650.00

OTHERS

CIVIL

ARCHI.

TOTAL

UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE

1. Pavement 2,894,514.37

1.01 Concrete Pavement

1) Road T=45cm (Base: 25㎝; Con'c: 20㎝) ㎡ 82,051.40 23.25 1,907,695.05 2.85 233,846.49 1.57 128,492.49 27.67 2,270,034.03

2) Parking T=45cm (Base: 25㎝; Con'c: 20㎝) ㎡ 5,917.00 23.25 137,570.25 2.85 16,863.45 1.57 9,266.02 27.67 163,699.72

3) Sidewalk T=20cm (Base: 10㎝; Con'c: 10㎝) ㎡ 15,500.38 12.50 193,754.75 2.30 35,650.87 0.89 13,764.34 15.69 243,169.96

1.02 Curbstone

1) Curbstone(Roadway-Sidewalk) 150x150x1,000 m 11,304.00 11.05 124,909.20 4.40 49,737.60 0.93 10,478.81 16.38 185,125.61

2) Curbstone(Outer Sidewalk) 100x100x1,000 m 1,873.44 4.80 8,992.51 4.40 8,243.14 0.55 1,034.14 9.75 18,269.79

1.03 Lane marking

1) Yellow full line m 2,168.00 1.00 2,168.00 0.25 542.00 0.08 162.60 1.33 2,872.60

2) White full line m 4,851.50 1.00 4,851.50 0.25 1,212.88 0.08 363.86 1.33 6,428.24

3) White dotted line m 3,709.00 1.00 3,709.00 0.25 927.25 0.08 278.18 1.33 4,914.43

2. Stormwater 917,315.93

2.01 Earth work

1) Excavation ㎥ 21,444.92 4.55 97,574.39 0.40 8,577.97 0.30 6,369.14 5.25 112,521.50

2) Refilling ㎥ 12,277.47 4.50 55,248.62 1.20 14,732.96 0.34 4,198.89 6.04 74,180.47

3) Surplus soil ㎥ 9,167.45 2.05 18,793.27 0.12 1,127.60 2.17 19,920.87

2.02 Stormwater sewer

1) Storm sewer D450mm m 915.00 27.00 24,705.00 5.20 4,758.00 1.93 1,767.78 34.13 31,230.78

D610mm m 184.00 78.75 14,490.00 18.00 3,312.00 5.81 1,068.12 102.56 18,870.12

D760mm m 441.00 112.50 49,612.50 25.00 11,025.00 8.25 3,638.25 145.75 64,275.75

D910mm m 62.00 163.13 10,113.75 58.00 3,596.00 13.27 822.59 234.39 14,532.34

D1070mm m 203.00 220.50 44,761.50 51.00 10,353.00 16.29 3,306.87 287.79 58,421.37

D2130mm m 120.00 734.40 88,128.00 162.40 19,488.00 53.81 6,456.96 950.61 114,072.96

2) Lateral sewer D250mm m 421.00 29.25 12,314.25 7.80 3,283.80 2.22 935.88 39.27 16,533.93

2.03 Manhole

1) Manhole 900x900, H=1.69m EA 12.00 700.45 8,405.45 189.31 2,271.74 53.39 640.63 943.15 11,317.83

2) Manhole 900x900, H=2.02m EA 10.00 757.25 7,572.48 189.31 1,893.12 56.79 567.94 1,003.35 10,033.54

3) Manhole 1200x1200, H=1.87m EA 2.00 1,090.44 2,180.88 272.61 545.22 81.78 163.57 1,444.83 2,889.67

4) Manhole 1400x1200, H=2.45m EA 4.00 1,452.77 5,811.07 392.64 1,570.56 110.72 442.90 1,956.13 7,824.53

2.04 Street inlet 300x400 EA 62.00 83.83 5,197.75 22.66 1,404.80 6.39 396.15 112.88 6,998.69

HT QUOTATION FORM (CIVIL)

ITEM SPEC UNIT Q'TY

MATERIAL COST LABOR COST EXPENSES SUM

REMARK

2.05 Wing walls

1) Wing walls D450 EA 2.00 828.06 1,656.12 223.80 447.60 63.11 126.22 1,114.97 2,229.94

2) Wing walls D760 EA 1.00 1,512.00 1,512.00 378.00 378.00 113.40 113.40 2,003.40 2,003.40

3) Wing walls D910 EA 1.00 1,810.40 1,810.40 452.60 452.60 135.78 135.78 2,398.78 2,398.78

4) Wing walls D1070 EA 1.00 220.50 220.50 51.00 51.00 16.29 16.29 287.79 287.79

5) Wing walls D2130 EA 2.00 734.40 1,468.80 162.40 324.80 53.81 107.62 950.61 1,901.22

2.06 U-Ditch

1) U-Ditch 0.3x0.3 270.00 21.65 5,845.50 5.45 1,471.50 1.63 439.02 28.73 7,756.02

2) U-Ditch 0.5x0.3~0.5 m 700.00 33.40 23,380.00 8.35 5,845.00 2.51 1,753.50 44.26 30,978.50

3) U-Ditch 0.5x0.5 m 464.00 45.15 20,949.60 11.25 5,220.00 3.38 1,570.18 59.78 27,739.78

4) U-Ditch 0.5x0.5~0.7 m 490.00 50.20 24,598.00 12.55 6,149.50 3.77 1,844.85 66.52 32,592.35

5) U-Ditch 0.5x0.7~1.0 m 446.00 55.20 24,619.20 13.80 6,154.80 4.14 1,846.44 73.14 32,620.44

6) U-Ditch 0.5x1.0 m 265.00 70.25 18,616.25 17.55 4,650.75 5.27 1,396.02 93.07 24,663.02

7) U-Ditch 0.7x0.5~0.7 m 190.00 63.36 12,038.40 16.90 3,210.24 4.82 914.92 85.07 16,163.56

8) U-Ditch 0.7x0.7~1.0 m 200.00 81.50 16,300.00 20.74 4,147.20 6.13 1,226.83 108.37 21,674.03

9) U-Ditch 0.7x1.0~1.2 m 200.00 105.22 21,044.00 24.58 4,915.20 7.79 1,557.55 137.58 27,516.75

10) U-Ditch 1.0x1.0~1.2 m 230.00 82.20 18,906.00 20.55 4,726.50 6.17 1,417.95 108.92 25,050.45

11) U-Ditch 1.0x1.2~1.4 m 230.00 104.15 23,954.50 26.05 5,991.50 7.81 1,796.76 138.01 31,742.76

12) U-Ditch 1.0x1.4~1.6 m 265.00 131.50 34,847.50 32.90 8,718.50 9.86 2,613.96 174.26 46,179.96

2.07 Soil Ditch 0.5x0.5 m 2,971.00 4.20 12,478.20 1.05 3,119.55 0.32 935.87 5.57 16,533.62

2.08 Soil Ditch(Mountain Side Ditch) 622.00 4.45 2,767.90 1.10 684.20 0.33 207.13 5.88 3,659.23

3. Wastewater 174,698.74

3.01 Earth work

1) Excavation ㎥ 5,641.00 4.55 25,666.55 0.40 2,256.40 0.30 1,675.38 5.25 29,598.33

2) Refilling ㎥ 4,111.00 4.50 18,499.50 1.20 4,933.20 0.34 1,405.96 6.04 24,838.66

3) Surplus soil ㎥ 1,530.00 2.05 3,136.50 0.12 188.19 2.17 3,324.69

3.02 Waste sewer

1) Waste sewer D250mm m 2,052.00 31.20 64,022.40 7.80 16,005.60 2.34 4,801.68 41.34 84,829.68

3.03 Manhole

1) Manhole 900x900 EA 32.00 757.25 24,232.00 189.31 6,057.98 56.79 1,817.40 1,003.36 32,107.38

4. Fence H=2.1m m 3,562.00 52.50 187,005.00 13.20 47,018.40 3.94 14,041.40 69.64 248,064.80


TEMPORARY WORK

BATTER BOARD SIDE EA 93.00 14.60 1,357.00 3.65 339.00 1.10 101.00 19.00 1,797.00 100, 200, 300, 400, 500, 800

BATTER BOARD CORNER EA 35.00 14.60 511.00 3.65 127.00 1.10 38.00 19.00 676.00 100, 200, 300, 400, 500, 800, 810, 820, 911

Steel support 3Month, 4.2m Below M2 19.44 124.00 2,410.00 31.00 602.00 9.30 180.00 164.00 3,192.00 100

Steel support / PIT 3Month, 0.4~0.6m M2 11.58 124.00 1,436.00 31.00 359.00 9.30 107.00 164.00 1,902.00 100

Steel support / Office(Curve Deck) 3Month, H=3.5m EA 4.00 20.80 83.00 5.20 20.00 1.56 6.00 27.00 109.00 300

Steel support / Office(Curve Deck) 3Month, H=4.925m EA 167.00 26.40 4,408.00 6.60 1,102.00 1.98 330.00 34.00 5,840.00 300

Steel support / Office(Curve Deck) 3Month, H=5.225m EA 159.00 30.40 4,833.00 7.60 1,208.00 2.28 362.00 40.00 6,403.00 300

STEEL PIPE SCAFFOLDING DOUBLE 1 JOINT(2m), 3 MONTH EA 56.00 288.00 16,128.00 72.00 4,032.00 21.60 1,209.00 381.00 21,369.00 100, 200, 300, 400, 500, 800, 810, 820, 911

STEEL PIPE SCAFFOLDING DOUBLE 2 JOINT(4m), 3 MONTH EA 4.00 576.00 2,304.00 144.00 576.00 43.20 172.00 763.00 3,052.00 100

STEEL PIPE SCAFFOLDING DOUBLE 3 JOINT(6m), 3 MONTH EA 1.00 864.00 864.00 216.00 216.00 64.80 64.00 1,144.00 1,144.00 300

Aerial Work Platforms Interior ceiling L/S 7.00 116.00 812.00 29.00 203.00 8.70 60.00 153.00 1,075.00 100, 200

CONC CURING M2 53,568.73 0.16 8,570.00 0.04 2,142.00 0.01 642.00 0.00 11,354.00 100, 200, 300, 400, 500, 800, 810, 820, 911, 930, 950

TILE CURING M2 1,138.40 0.16 182.00 0.04 45.00 0.01 13.00 0.00 240.00 100, 200, 300, 800, 810

STRUCTURE FIELD CLEAN SRC M2 53,191.01 0.04 2,127.00 0.01 531.00 0.00 159.00 0.00 2,817.00 100, 200, 300, 400, 500, 800, 810, 820, 911

MARKING TEMPORARY WORK M2 53,249.33 0.35 18,637.00 0.17 9,052.00 0.03 1,661.00 0.00 29,350.00 100, 200, 300, 400, 500, 800, 810, 820, 911

[ S U M ] 90,320.00

EXPENSES SUM

REMARK (Corresponding Building #)

HT QUOTATION FORM (ARCHI.)

ITEM SPEC UNIT Q'TY

MATERIAL COST LABOR COST


EXPENSES SUM



ITEM SPEC UNIT Q'TY


EARTH & SOIL GROUND WORK

EXCAVATION BACKHOE 90%+MAN POWER 10% M3 30,718.76 4.55 139,770.36 0.40 12,287.50 0.30 9,123.47 5.00 161,181.00 100, 200, 300, 400, 500, 700, 800, 810, 820, 911, 930, 950, 960

BACKFILL / COMPACTION BACK HOE SHOVEL+RAMMER M3 5,239.89 4.50 23,579.48 1.20 6,287.86 0.34 1,792.04 6.00 31,659.00 100, 200, 300, 400, 500, 700, 800, 810, 820, 911, 930, 950, 960

DISPOSAL BACK HOE + DUMP TRUCK 15TON M3 25,478.88 0.00 0.00 1.22 31,084.23 0.07 1,865.05 1.00 32,949.00 100, 200, 300, 400, 500, 700, 800, 810, 820, 911, 930, 950, 960

SUB BASE 95% COMPACTION M2 55,254.20 0.15 8,288.13 0.05 2,762.71 0.01 663.05 0.00 11,713.00 100, 200, 300, 400, 500, 700, 800, 810, 820, 911, 930, 950, 960

P.E Film FLOOR 0.02mm*2PLY M2 56,374.89 0.20 11,274.98 0.05 2,818.74 0.02 845.62 0.00 14,939.00 100, 200, 300, 400, 500, 700, 800, 810, 820, 911, 930, 950

P.E FILM INSTALLATION FLOOR M2 56,374.89 0.20 11,274.98 0.05 2,818.74 0.02 845.62 0.00 14,939.00 100, 200, 300, 400, 500, 700, 800, 810, 820, 911, 930, 950

CAND COMPACTION M3 2,848.37 10.48 29,850.94 3.08 8,784.38 0.81 2,318.12 14.00 40,953.00 100, 200, 300, 400, 500, 700, 800, 810, 820, 911, 930, 950, 960

RUBBLE COMPACTION M3 14,241.90 4.98 70,924.66 2.47 35,141.89 0.45 6,363.99 7.00 112,430.00 100, 200, 300, 400, 500, 700, 800, 810, 820, 911, 930, 950, 960

[ S U M ] 420,763.00


EXPENSES SUM



ITEM SPEC UNIT Q'TY


REINFORED CONCRETE WORK

READY MIXED CONCRETE/STRUCTURE fck=25Mpa M3 16,279.77 79.00 1,286,101.59 3.65 59,421.15 4.96 80,731.36 87.00 1,426,254.00 100, 200, 300, 400, 500, 700, 800, 810, 820, 911, 930, 950, 960

READY MIXED CONCRETE/PLAIN 25-18-8 M3 2,905.33 79.00 229,521.15 3.65 10,604.46 4.96 14,407.54 87.00 254,533.00 100, 200, 300, 400, 500, 700, 800, 810, 820, 911, 930, 950, 960

READY MIXED CONCRETE/PLAIN 25-18-12 M3 975.10 79.00 77,033.14 3.65 3,559.13 4.96 4,835.54 87.00 85,427.00 100, 200, 300, 400, 500, 700

READY MIXED CONCRETE/PLAIN 25-24-15 M3 107.69 79.00 8,507.75 3.65 393.08 4.96 534.05 87.00 9,434.00 100, 200, 300

READY MIXED CONCRETE/PAD 25-18-12 M3 28.50 79.00 2,251.42 3.65 104.02 4.96 141.33 87.00 2,496.00 100, 400

CONCRETE PUMP/STRUCTURE M3 16,118.59 7.50 120,889.41 1.00 16,118.59 0.51 8,220.48 9.00 145,228.00 100, 200, 300, 400, 500, 700, 800, 810, 820, 911, 930, 950, 960

CONCRETE PUMP/PLAIN M3 3,937.88 7.50 29,534.12 1.00 3,937.88 0.51 2,008.32 9.00 35,480.00 100, 200, 300, 400, 500, 700, 800, 810, 820, 911, 930, 950, 960

CONCRETE VIBRATOR M3 16,081.99 0.20 3,216.40 0.10 1,608.20 0.02 289.48 0.00 5,114.00 100, 200, 300, 400, 500, 700, 800, 810, 820, 911, 930, 950, 960

RE-BAR(DEFORMATION) #3 (HD-10) TON 69.10 580.00 40,076.26 0.00 0.00 34.80 2,404.58 614.00 42,480.00 100, 200, 300, 400, 500, 700, 810, 960

RE-BAR(DEFORMATION) #4 (HD-13) TON 894.23 580.00 518,652.24 0.00 0.00 34.80 31,119.13 614.00 549,771.00 100, 200, 300, 400, 500, 700, 800, 810, 820, 911, 930, 950

RE-BAR(DEFORMATION) #5 (HD-16) TON 254.06 580.00 147,355.38 0.00 0.00 34.80 8,841.32 614.00 156,196.00 100, 200, 300, 400, 500, 700, 800, 810, 820

RE-BAR(DEFORMATION) #6 (HD-19) TON 43.28 580.00 25,100.08 0.00 0.00 34.80 1,506.00 614.00 26,606.00 100, 200, 400, 500, 930, 950, 960

RE-BAR(DEFORMATION) #7 (HD-22) TON 134.05 580.00 77,749.58 0.00 0.00 34.80 4,664.97 614.00 82,414.00 100, 200, 300, 400, 500

RE-BAR(DEFORMATION) #8 (HD-25) TON 56.54 580.00 32,790.30 0.00 0.00 34.80 1,967.42 614.00 34,757.00 100, 200, 300, 400, 500

RE-BAR(DEFORMATION) #9 (HD-29) TON 62.08 580.00 36,007.56 0.00 0.00 34.80 2,160.45 614.00 38,168.00 100, 200, 300

RE-BAR(DEFORMATION) #10 (HD-32) TON 2.78 580.00 1,609.50 0.00 0.00 34.80 96.57 614.00 1,706.00 100, 200

RE-BAR FABRICATION & MANUFACTURING TON 1,471.97 0.00 0.00 400.00 588,789.20 24.00 35,327.35 424.00 624,116.00 100, 200, 300, 400, 500, 700, 800, 810, 820, 911, 930, 950, 960

PLYWOOD FORMWORK 3 TIMES M2 419.77 24.40 10,242.39 4.30 1,805.01 1.72 722.84 30.00 12,770.00 100, 300

PLYWOOD FORMWORK 4 TIMES M2 9,232.02 16.20 149,558.72 4.30 39,697.69 1.23 11,355.38 21.00 200,611.00 100, 200, 300, 400, 500, 700, 800, 810, 820, 911, 930, 950, 960

PLYWOOD FORMWORK/Trench or Pad 6 TIMES M2 208.79 15.20 3,172.52 4.30 897.78 1.17 244.22 20.00 4,314.00 100, 300, 400, 500, 700

EURO FORM M2 2,187.34 24.40 53,371.10 4.30 9,405.56 1.72 3,766.60 30.00 66,543.00 100, 200, 300, 400, 500, 700, 960

SEPARATOR EA 5,187.33 0.45 2,334.30 0.00 0.00 0.03 140.06 0.00 2,474.00 100, 200, 300, 500, 700

SPACER EA 5,187.33 0.25 1,296.83 0.00 0.00 0.02 77.81 0.00 1,374.00 100, 300, 500, 700

SCRAP RE-BAR TON -30.90 182.00 -5,624.35 0.00 0.00 10.92 -337.46 192.00 -5,961.00 100, 200, 300, 400, 500, 700, 800, 810, 820, 911, 930, 950, 960

[ S U M ] 3,802,305.00


EXPENSES SUM



ITEM SPEC UNIT Q'TY


STEEL FRAME WORK

ROOF BRACE TON 5,698.40 820.00 4,672,688.00 790.19 4,502,797.00 130.56 743,958.00 1,740.00 9,919,443.00 100, 200, 300, 400, 500, 800, 911, 960

WALL BRACE TON 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100, 200, 300, 400, 500, 800, 960

ROOF BEAM TON 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100, 200, 300, 400, 500, 800, 911, 960

GIRDER TON 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100, 200, 300, 400, 500, 800, 960

COLUMN TON 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100, 200, 300, 400, 500, 800, 911, 960

WIND COLUMN TON 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100, 200, 300, 400

PURLIN TON 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100, 200, 300, 400, 500, 800, 911, 960

GIRTH TON 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100, 200, 300, 400, 500, 800, 911, 960

WELDING PLATE TON 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100, 200, 300, 400, 500, 800, 911, 960

CRANE GIRDER TON 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100, 200

SHOP DRAWING L/S 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100, 200, 300, 400, 500, 800, 911, 960

STEEL FABRICATION Built up TON 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100, 200

STEEL FABRICATION Rolled shape TON 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100, 200, 300, 400, 800, 911, 960

STEEL FABRICATION Server TON 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100, 200, 300, 400, 800, 911, 960

STEEL FABRICATION Steel Pipes TON 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100, 200, 300, 400, 800, 911, 960

ERECTION TON 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100, 200, 300, 400, 500, 800, 911, 960

ANCHOR BOLT INSTALL L/S 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100, 200, 300, 400, 500, 800, 911, 960

GOUNTING MORTAR M3 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100, 200, 300, 400, 500, 800, 911, 960

READY-MIXED PAINT/Steel IRON MATERIAL 2 TIMES M2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100, 200, 300, 400, 500, 800, 911, 960

RUST PROOF PAINT/Steel IRON MATERIAL 1 TIMES M2 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100, 200, 300, 400, 500, 800, 911, 960

STEEL FRAME FREIGHT TON 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100, 200, 300, 400, 500, 800, 911, 960

SCRAP STEEL TON 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 100, 200, 300, 400, 500, 800, 911, 960

[ S U M ] 9,919,443.00


EXPENSES SUM



ITEM SPEC UNIT Q'TY


MASONRY WORK

REINFORCED BLOCK INSTALLATION190*190*390(block including)+re

bar+appurtenantM2 4,523.29 25.40 114,891.59 6.35 28,722.90 1.91 8,616.87 33.00 152,231.00 100, 200, 300, 400, 500

CONC LINTEL - 8" 190*190 M 32.70 10.00 327.00 2.50 81.75 0.75 24.53 13.00 433.00 100, 200, 400

Concrete chin 100*100 M 190.57 2.80 533.59 0.70 133.40 0.21 40.02 3.00 707.00 100, 200, 400, 800

BRICK 190*90*57 SHT 18,291.29 1.25 22,864.12 0.00 0.00 0.08 1,371.85 1.00 24,235.00 300, 800

BRICK INSTALLATION 0.5B,3.6m Below

100

0SH

T

8.66 0.00 0.00 1,250.00 10,828.75 75.00 649.73 1,325.00 11,478.00 300, 800

BRICK INSTALLATION 1.0B,3.6m Excess

100

0SH

T

8.76 0.00 0.00 1,450.00 12,696.20 87.00 761.77 1,537.00 13,457.00 800

CONC LINTEL 200*200 M 11.20 11.20 125.44 2.80 31.36 0.84 9.41 14.00 166.00 300, 800

Concrete Dike 100*200 M 109.91 5.60 615.51 1.40 153.88 0.42 46.16 7.00 815.00 300

Concrete Dike 140*100 M 136.02 4.00 544.10 1.00 136.02 0.30 40.81 5.00 720.00 300

Concrete Dike 200*100 M 37.03 5.60 207.39 1.40 51.85 0.42 15.55 7.00 274.00 300, 800

Concrete Dike 200*200 M 338.30 11.20 3,788.96 2.80 947.24 0.84 284.17 14.00 5,020.00 300

Concrete Dike 240*100 M 15.12 6.80 102.80 1.70 25.70 0.51 7.71 9.00 136.00 300

[ S U M ] 209,672.00


EXPENSES SUM



ITEM SPEC UNIT Q'TY


WATERPROOF WORK

Polyurethane waterproof Floor 3mm, Unexposed M2 933.36 59.20 55,255.09 14.80 13,813.77 4.44 4,144.13 78.00 73,212.00 100, 200, 300

Polyurethane waterproof Wall 3mm, Unexposed M2 354.06 59.20 20,960.23 14.80 5,240.06 4.44 1,572.02 78.00 27,772.00 100, 300

Polyurethane waterproof/toilette Wall 3mm, Unexposed M2 679.56 59.20 40,229.83 14.80 10,057.46 4.44 3,017.24 78.00 53,304.00 100, 200, 300

Polyurethane Resin(Ucrete)/Kitchen Floor M2 268.90 48.00 12,907.30 12.00 3,226.82 3.60 968.05 63.00 17,102.00 300

SHEET WATERPROOF/ROOF FLOOR M2 3,061.89 42.40 129,823.97 10.60 32,455.99 3.18 9,736.80 56.00 172,016.00 300

SHEET WATERPROOF/ROOF WALL M2 185.21 24.00 4,445.04 6.00 1,111.26 1.80 333.38 31.00 5,889.00 300

Epoxy Waterproof Floor M2 71.58 20.00 1,431.50 5.00 357.88 1.50 107.36 26.00 1,896.00 100

Epoxy Waterproof Wall M2 124.14 20.00 2,482.70 5.00 620.68 1.50 186.20 26.00 3,289.00 100

CEMENT MORTAR LIQUID WATERPROOFING Floor M2 131.89 16.40 2,163.00 4.10 540.75 1.23 162.22 21.00 2,865.00 100, 300, 800

CEMENT MORTAR LIQUID WATERPROOFING Wall M2 280.57 16.40 4,601.36 4.10 1,150.34 1.23 345.10 21.00 6,096.00 100, 300, 800

Waterproof mortars / floor 21mm M2 28.50 24.00 683.98 6.00 170.99 1.80 51.30 31.00 906.00 300

Waterproof mortars / floor

(TRENCH-F)21mm M2 58.43 24.00 1,402.20 6.00 350.55 1.80 105.17 31.00 1,857.00 400, 500

Waterproof mortars / floor

(TRENCH-W)21mm M2 114.75 24.00 2,754.00 6.00 688.50 1.80 206.55 31.00 3,649.00 400, 500

PROTECTION MORTAR FLOOR,24mm M2 1,712.68 13.10 22,436.09 1.31 2,243.61 0.86 1,480.78 15.00 26,160.00 100

PROTECTION MORTAR FLOOR,30mm M2 724.07 16.95 12,272.90 1.70 1,227.29 1.12 810.01 19.00 14,310.00 100, 200, 300

PROTECTION MORTAR WALL,18mm M2 1,813.44 9.80 17,771.71 0.98 1,777.17 0.65 1,172.93 11.00 20,721.00 100, 300

Control joints SAW CUT+Caulking M 2,039.22 2.16 4,404.70 0.54 1,101.18 0.16 330.35 2.00 5,836.00 300

SAW CUT M 10,091.79 2.40 24,220.29 0.60 6,055.07 0.18 1,816.52 3.00 32,091.00 100, 300

WATER STOP PVC, H200*5t M 1,069.46 10.00 10,694.64 2.50 2,673.66 0.75 802.10 13.00 14,170.00 100, 300

CAULKING △5mm,Anitbacterial M 377.92 1.72 650.03 0.43 162.51 0.13 48.75 2.00 861.00 100, 200, 300, 800

CAULKING △,10mm, Window M 5,006.78 0.24 1,201.63 0.06 300.41 0.02 90.12 0.00 1,592.00 100, 200, 300, 400, 500, 800

CAULKING △,10mm, ELEV M 11.20 0.40 4.48 0.10 1.12 0.03 0.34 0.00 5.00 300

Isolation joint T=10*H:400 M 1,123.69 2.32 2,606.97 0.58 651.74 0.17 195.52 3.00 3,454.00 100, 300

Isolation joint T=10*H:500 M 341.50 2.64 901.56 0.66 225.39 0.20 67.62 3.00 1,194.00 400, 500, 800

Isolation joint T=10*H:600 M 141.00 3.12 439.92 0.78 109.98 0.23 32.99 4.00 582.00 300

[ S U M ] 490,829.00


EXPENSES SUM



ITEM SPEC UNIT Q'TY


PLASTER WORK

STEEL TROWEL FINISH Finish M2 2,440.22 3.60 8,784.79 0.56 1,372.62 0.25 609.44 4.41 10,766.86 100, 200, 300, 930, 950

CONCRETE MACHINE FINISH WATERPROOF M2 53,431.91 2.40 128,236.58 0.25 13,357.98 0.16 8,495.67 2.81 150,090.23 100, 200, 300, 800

CONCRETE MACHINE FINISH Finish M2 5,703.20 2.40 13,687.68 0.38 2,138.70 0.17 949.58 2.94 16,775.96 300, 400, 500

HARDENER(POWDER+LIQUID) FLOOR M2 43,973.30 2.00 87,946.61 0.25 10,993.33 0.14 5,936.40 2.39 104,876.33 100, 200

Concrete surface finish WALL M2 224.04 2.00 448.08 0.31 70.01 0.14 31.09 2.45 549.18 200, 500

Concrete surface finish External wall M2 1,011.21 2.00 2,022.41 0.31 316.00 0.14 140.30 2.45 2,478.72 100, 200, 300, 400, 500, 800, 810, 820, 930, 950

Cement Mortar FLOOR, 30mm M2 2.00 16.80 33.60 2.63 5.25 1.17 2.33 20.59 41.18

Cement Mortar WALL, 9mm M2 146.78 17.60 2,583.29 2.75 403.64 1.22 179.22 21.57 3,166.15 300

Cement Mortar WALL, 18mm M2 156.35 28.00 4,377.66 4.38 684.01 1.94 303.70 34.32 5,365.37 300, 800

MORTAR DIRECTNESS External wall, 24mm M2 105.83 30.40 3,217.35 4.75 502.71 2.11 223.20 37.26 3,943.27 300

CON'C ROUGH SURFACE TREATMENT M2 134.13 1.60 214.61 0.25 33.53 0.11 14.89 1.96 263.03 400, 500, 800

[ S U M ] 298,316.26


EXPENSES SUM



ITEM SPEC UNIT Q'TY


TILE WORK

NON-SLIP CERAMIC TILE FLOOR,8mm M2 566.33 31.85 18,037.58 0.00 0.00 1.91 1,082.25 33.00 19,119.00 100, 200, 300, 800

CERAMIC TILE WALL,8mm M2 1,966.26 31.85 62,625.48 0.00 0.00 1.91 3,757.53 33.00 66,383.00 100, 200, 300, 800

TILE ATTACHING.300*300/VESTIBULE-1FLOOR,MORTAR 15mm+PRESSURE

5mmM2 23.55 6.30 148.36 4.50 105.97 0.65 15.26 11.00 269.00 300

TILE ATTACHING.300*300/TOILETFLOOR,MORTAR 17mm+PRESSURE

5mmM2 540.69 7.15 3,865.95 4.50 2,433.11 0.70 377.94 12.00 6,677.00 100, 200, 300

TILE ATTACHING.300*300WALL, MORTAR 16mm+PRESSURE

5mmM2 372.83 6.75 2,516.60 4.50 1,677.74 0.68 251.66 11.00 4,445.00 800

TILE ATTACHING.300*300WALL, MORTAR 16mm+PRESSURE

6mmM2 23.15 6.75 156.28 4.50 104.18 0.68 15.63 11.00 276.00 300, 800

TILE ATTACHING WALL,BONDING M2 1,577.09 12.96 20,439.13 2.29 3,611.54 0.92 1,443.04 16.00 25,493.00 100, 200, 300

TILE ATTACHING FLOOR,BONDING M2 234.67 12.96 3,041.38 2.29 537.40 0.92 214.73 16.00 3,793.00 300

POLISHING TILE FLOOR, 10mm M2 234.67 42.75 10,032.31 0.00 0.00 2.57 601.94 45.00 10,634.00 300

POLISHING TILE(ROUGH FIN) FLOOR, 10mm M2 23.91 42.75 1,022.11 0.00 0.00 2.57 61.33 45.00 1,083.00 300

POLISHING TILE BASE, 10mm M2 6.81 42.75 291.21 0.00 0.00 2.57 17.47 45.00 308.00 300

ARTIFICIAL MARBLE WASHBASINS W:600 M 57.99 34.01 1,972.19 8.50 493.05 2.55 147.91 45.00 2,613.00 800

[ S U M ] 141,093.00


EXPENSES SUM



ITEM SPEC UNIT Q'TY


STONE WORK

GRANITE/ Urinal Topping 100*30mm,Bonding M 6.97 17.72 123.47 4.43 30.87 1.33 9.26 23.00 163.00 100

GRANITE/ Urinal Topping 150*30mm,Bonding M 74.43 19.48 1,449.86 4.87 362.46 1.46 108.74 25.00 1,921.00 100, 200, 300

GRANITE 30mm, MORTAR 30mm M2 6.61 68.76 454.16 17.19 113.54 5.16 34.06 91.00 601.00 300

ARTIFICIAL MARBLE WASHBASINS W:600 M 57.99 34.01 1,972.19 8.50 493.05 2.55 147.91 45.00 2,613.00 100, 200, 300

IMITATION MARBLE(2F-HALL)parapet 20mm, Bonding M2 7.98 52.68 420.60 13.17 105.15 3.95 31.54 69.00 557.00 300

IMITATION MARBLE(2F-HALL)topping W:340*20mm,Mortar30mm M 33.27 14.60 485.74 3.65 121.44 1.10 36.43 19.00 643.00 300

[ S U M ] 6,498.00


EXPENSES SUM



ITEM SPEC UNIT Q'TY


METAL WORK

LIGHTWEIGHT STEEL FRAME M-BAR H:1m BELOW M2 1,133.68 8.50 9,636.24 4.02 4,553.12 0.75 851.36 13.27 15,040.72 100, 200, 300

LIGHTWEIGHT STEEL FRAME M-BAR H:1m MORE THAN M2 5,280.85 8.50 44,887.25 5.01 26,437.27 0.81 4,279.47 14.32 75,603.99 300, 700, 800

AL MOLDING(W TYPE) 17*15*15*25*2.0mm M 2,500.23 6.50 16,251.46 2.69 6,722.48 0.55 1,378.44 9.74 24,352.38 100, 200, 300, 700, 800

WIRE MESH #8 -150*150 M2 6,297.72 1.96 12,343.52 0.63 3,967.56 0.16 978.66 2.75 17,289.75 100, 200, 300

CORNER GUARD(Tile) SST 1.2t*30*30(Caulking 5*5) M 154.50 11.10 1,714.18 3.57 550.99 0.88 135.91 15.54 2,401.07 100, 200, 300

CORNER GUARD(Dry wall) Galvanized. 25mm M 432.00 13.06 5,639.76 4.20 1,812.78 1.04 447.15 18.29 7,899.69 300

ANGLE CORNER GUARD/Trench 2"*2"*3/16" STEEL,(Painted) M 2,416.26 7.56 18,266.90 1.85 4,470.07 0.56 1,364.22 9.97 24,101.19 100

ANGLE CORNER GUARD/SCALE L-2*2*1/4"t M 50.34 10.02 504.26 3.22 162.08 0.79 39.98 14.03 706.32 700

ANGLE CORNER GUARD L-40*40*5t M 197.07 7.35 1,448.46 2.36 465.58 0.58 114.84 10.30 2,028.88 400

Trench rail[HT-PT-AA-101] Including framework M 215.86 94.50 20,398.77 30.38 6,556.75 7.49 1,617.33 132.37 28,572.85 100

BASE PLATE[HT-PT-AA-101] 440*540*2.0t EA 8.00 12.60 100.80 4.05 32.40 1.00 7.99 17.65 141.19 100

TRENCHCheck plate,

W488*4.5t(Painted)+AngleM 633.01 26.60 16,838.07 8.55 5,412.24 2.11 1,335.02 37.26 23,585.32 100

STEEL LADDERSST,600*20000,

D38.1+22.3*2t,PaintedEA 1.00 1,557.50 1,557.50 500.63 500.63 123.49 123.49 2,181.61 2,181.61 100

STEEL LADDERSST,600*15000,

D38.1+22.3*2t,PaintedEA 1.00 1,312.50 1,312.50 421.88 421.88 104.06 104.06 1,838.44 1,838.44 200

STEEL LADDER 400*3000, D38.1+22.3*2t, Painted EA 1.00 689.50 689.50 221.63 221.63 54.67 54.67 965.79 965.79 300

LADDER SST,600*2950, D38.1+22.3*2t EA 1.00 507.50 507.50 163.13 163.13 40.24 40.24 710.86 710.86 100

Steel Cover 800*800*4.8t,Painted EA 1.00 134.40 134.40 43.20 43.20 10.66 10.66 188.26 188.26 100

Mirror frame/toilet SST, W50*1.5t M 165.18 10.50 1,734.43 3.38 557.50 0.83 137.52 14.71 2,429.44 100, 200, 300

Material Separators/SST Floor, W15*H20*1.5t M 47.12 11.20 527.78 3.60 169.64 0.89 41.85 15.69 739.27 100, 300, 800

Material Separators/SST Floor, W15*H20*1.2t M 101.52 13.30 1,350.27 4.28 434.02 1.05 107.06 18.63 1,891.34 300

Horizontal pipe washing Ø300 M 230.00 60.20 13,846.00 19.35 4,450.50 4.77 1,097.79 84.32 19,394.29 100

Bollard "I" TYPE ,Ø150*H1200 EA 106.00 108.50 11,501.00 34.88 3,696.75 8.60 911.87 151.98 16,109.62 100, 200, 500

SST HANDRAIL D50.8+31.8*1.5t, H:900 M 48.36 87.50 4,231.15 28.13 1,360.01 6.94 335.47 122.56 5,926.63 200, 300

Metal ceiling STEEL, 1.2T+Painted+frame M2 138.79 31.50 4,371.76 10.13 1,405.21 2.50 346.62 44.12 6,123.59 200, 300

Non-slip/stairs PVC, 50t M 211.68 14.70 3,111.70 4.73 1,000.19 1.17 246.71 20.59 4,358.60 200, 300

Curtain box(L-type) 150*150*1.2t, STL M 251.35 16.24 4,081.88 5.22 1,312.03 1.29 323.63 22.75 5,717.54 300

Curtain box(L-type) 300*295*1.2t, STL M 11.90 18.55 220.75 5.96 70.95 1.47 17.50 25.98 309.20 800

TRENCH(SHOWER ROOM) SST, W200*1t M 60.41 77.70 4,693.78 24.98 1,508.71 6.16 372.15 108.84 6,574.64 300

TRENCH(KITCHEN) SST, W200*1t M 39.43 77.70 3,063.87 24.98 984.81 6.16 242.92 108.84 4,291.60 300

TRENCH(KITCHEN) SST, W900*1t M 7.32 93.10 681.49 29.93 219.05 7.38 54.03 130.41 954.58 300

OPEN TRENCH 1 SIDE, L-25*25*3t,GALVANIZED M 78.00 15.40 1,201.20 4.95 386.10 1.22 95.24 21.57 1,682.54 400


EXPENSES SUM



ITEM SPEC UNIT Q'TY


TRENCHCheck plate,

W150*4.5t(Painted)+AngleM 5.40 38.50 207.90 12.38 66.83 3.05 16.48 53.93 291.21 400

TRENCHGALVANIZED GRATING, W200. I-

25*5*3tM 10.50 20.30 213.15 6.53 68.51 1.61 16.90 28.43 298.56 500

TRENCHGALVANIZED GRATING, W300. I-

50*5*3tM 103.15 30.10 3,104.82 9.68 997.98 2.39 246.17 42.16 4,348.96 500

HANDRAIL (LOBBY-2F) H:900, THK12 GLASS M 33.27 199.50 6,637.37 64.13 2,133.44 15.82 526.25 279.44 9,297.05 300

Food supply board/kitchen SST, W260 M 6.00 101.50 609.00 32.63 195.75 8.05 48.29 142.17 853.04 300

Parapet Ring SST, D100*19t EA 31.00 15.40 477.40 4.95 153.45 1.22 37.85 21.57 668.70 300

Elevator Hook Ø100*22t STL EA 1.00 129.50 129.50 41.63 41.63 10.27 10.27 181.39 181.39 300

STEEL FRAME WALL,W:600,ㅁ-100*100 M2 14.00 18.20 254.80 5.85 81.90 1.44 20.20 25.49 356.90 300

STEEL FRAME WALL,W:125,ㅁ-100*100 M2 4.00 18.20 72.80 5.85 23.40 1.44 5.77 25.49 101.97 300

Toilet handle STS304 Ø38,1.5t(L-type) SET 6.00 31.50 189.00 10.13 60.75 2.50 14.99 44.12 264.74 300, 800

Toilet handle STS304 Ø38,1.5t(T-type) SET 6.00 31.50 189.00 10.13 60.75 2.50 14.99 44.12 264.74 300, 800

WIRE MESH #8 -150*150 M2 0.00 1.96 0.00 0.63 0.00 0.16 0.00 2.75 0.00 400, 500

MESH FENCE H:3500 M 67.46 16.38 1,104.99 5.27 355.18 1.30 87.61 22.94 1,547.78 500

STOPPER PLATE 150*150,Painted EA 8.00 2.80 22.40 0.90 7.20 0.22 1.78 3.92 31.38 700

STEEL HANDRAIL D50.8+25.4*1.5t, H:900,Painted M 5.95 94.50 562.28 30.38 180.73 7.49 44.58 132.37 787.59 700

SUMP PIT COVERGALVANIZED

GRATING,1200*1200+AngleEA 2.00 133.00 266.00 42.75 85.50 10.55 21.09 186.30 372.59 700

Washbasin handle STS304 Ø38,1.5t SET 1.00 52.50 52.50 16.88 16.88 4.16 4.16 73.54 73.54 800

[ S U M ] 323,851.31


EXPENSES SUM



ITEM SPEC UNIT Q'TY


DOOR & WINDOW WORK

AD[150t AL. Excluding Accessories] 1.800 x 2.100 = 3.780 EA 18.00 439.25 7,906.50 85.00 1,530.00 31.46 566.19 555.00 10,002.00 100, 200

AG[GRILL] 11.600 x 1.200 = 13.920 EA 1.00 2,060.16 2,060.16 515.04 515.04 154.51 154.51 2,729.00 2,729.00 100

AG[GRILL] 5.900 x 1.200 = 7.080 EA 1.00 1,047.84 1,047.84 261.96 261.96 78.59 78.59 1,388.00 1,388.00 100

AG[GRILL] 11.900 x 1.200 = 14.280 EA 1.00 2,113.44 2,113.44 528.36 528.36 158.51 158.51 2,800.00 2,800.00 100

AG[GRILL] 1.000 x 2.000 = 2.000 EA 1.00 124.00 124.00 31.00 31.00 9.30 9.30 164.00 164.00 300

AG 6.000 x 1.500 = 9.000 EA 6.00 900.00 5,400.00 225.00 1,350.00 67.50 405.00 1,192.00 7,155.00 400

AW[GRILL+SL] 11.600 x 1.200 = 13.920 EA 1.00 1,948.80 1,948.80 487.20 487.20 146.16 146.16 2,582.00 2,582.00 100

AW[GRILL+SL] 5.900 x 1.200 = 7.080 EA 1.00 991.20 991.20 247.80 247.80 74.34 74.34 1,313.00 1,313.00 100

AW[GRILL+SL] 11.900 x 1.200 = 14.280 EA 1.00 1,999.20 1,999.20 499.80 499.80 149.94 149.94 2,648.00 2,648.00 100

AW[SL+FIX] 4.000 x 1.650 = 6.600 EA 4.00 924.00 3,696.00 231.00 924.00 69.30 277.20 1,224.00 4,897.00 200

AW[SL+FIX] 1.000 x 2.000 = 2.000 EA 1.00 232.00 232.00 58.00 58.00 17.40 17.40 307.00 307.00 300

AW[SL] 1.750 x 0.600 = 1.050 EA 1.00 210.00 210.00 52.50 52.50 15.75 15.75 278.00 278.00 200

AW[SL] 2.000 x 1.000 = 2.000 EA 2.00 232.00 464.00 58.00 116.00 17.40 34.80 307.00 614.00 300

AW[SL] 2.000 x 2.000 = 4.000 EA 17.00 464.00 7,888.00 116.00 1,972.00 34.80 591.60 614.00 10,451.00 300

AW[SL] 4.000 x 1.000 = 4.000 EA 8.00 464.00 3,712.00 116.00 928.00 34.80 278.40 614.00 4,918.00 300

AW[SL] 4.000 x 2.000 = 8.000 EA 45.00 928.00 41,760.00 232.00 10,440.00 69.60 3,132.00 1,229.00 55,332.00 300

AW[FIX] 1.000 x 1.000 = 1.000 EA 3.00 116.00 348.00 29.00 87.00 8.70 26.10 153.00 461.00 300

AW[FIX] 2.000 x 1.000 = 2.000 EA 2.00 232.00 464.00 58.00 116.00 17.40 34.80 307.00 614.00 300

AW[FIX,OFFICE-1] 13.200 x 1.500 = 19.800 EA 1.00 2,772.00 2,772.00 693.00 693.00 207.90 207.90 3,672.00 3,672.00 300

AW[FIX,OFFICE-2] 33.600 x 1.500 = 50.400 EA 1.00 7,056.00 7,056.00 1,764.00 1,764.00 529.20 529.20 9,349.00 9,349.00 300

AW[FIX,OFFICE-3] 19.750 x 1.500 = 29.625 EA 1.00 4,147.20 4,147.20 1,036.80 1,036.80 311.04 311.04 5,495.00 5,495.00 300

AW 7.350 x 2.300 = 16.905 EA 1.00 2,366.70 2,366.70 591.68 591.68 177.50 177.50 3,135.00 3,135.00 800

AW 2.175 x 2.300 = 5.002 EA 1.00 700.00 700.00 175.00 175.00 52.50 52.50 927.00 927.00 800

AW.GUARD BOOTH 2.450 x 1.000 = 2.450 EA 1.00 284.00 284.00 71.00 71.00 21.30 21.30 376.00 376.00 810, 820

HD[Emergency door including] 12.000 x 6.100 = 73.200 EA 1.00 5,548.00 5,548.00 1,387.00 1,387.00 416.10 416.10 7,351.00 7,351.00 100

HD[Emergency door including] 18.000 x 6.100 = 109.800 EA 1.00 6,365.60 6,365.60 1,591.40 1,591.40 477.42 477.42 8,434.00 8,434.00 100

HD[Emergency door including] 4.000 x 4.500 = 18.000 EA 2.00 1,800.00 3,600.00 450.00 900.00 135.00 270.00 2,385.00 4,770.00 500

OD[OPENNING] 1.900 x 6.100 = 11.590 EA 2.00 695.20 1,390.40 173.80 347.60 52.14 104.28 921.00 1,842.00 100

OD[OPENNING] 19.000 x 16.100 = 305.900 EA 1.00 2,855.00 2,855.00 755.00 755.00 216.60 216.60 3,826.00 3,826.00 100

FSD 0.900 x 2.100 = 1.890 EA 7.00 460.00 3,220.00 115.00 805.00 34.50 241.50 609.00 4,266.00 300

FSD 1.000 x 2.100 = 2.100 EA 3.00 380.00 1,140.00 95.00 285.00 28.50 85.50 503.00 1,510.00 400


EXPENSES SUM



ITEM SPEC UNIT Q'TY


FSD 1.800 x 2.100 = 3.780 EA 3.00 700.00 2,100.00 175.00 525.00 52.50 157.50 927.00 2,782.00 200, 300

FSD[Panic Door] 1.800 x 2.100 = 3.780 EA 2.00 444.00 888.00 111.00 222.00 33.30 66.60 588.00 1,176.00 300

RD[Shutter+Accessories] 10.000 x 6.100 = 61.000 EA 1.00 7,320.00 7,320.00 1,830.00 1,830.00 549.00 549.00 9,699.00 9,699.00 100, 200

RD[Shutter+Accessories] 6.100 x 6.100 = 37.210 EA 2.00 4,465.20 8,930.40 1,116.30 2,232.60 334.89 669.78 5,916.00 11,832.00 100, 200

RD[Shutter+Accessories] 4.000 x 4.000 = 16.000 EA 6.00 1,920.00 11,520.00 480.00 2,880.00 144.00 864.00 2,544.00 15,264.00 200

RD[Shutter+Accessories] 3.000 x 3.000 = 9.000 EA 2.00 684.00 1,368.00 171.00 342.00 51.30 102.60 906.00 1,812.00 100

RS/ROLLING AL. SHUTTER 4.000 x 6.000 = 24.000 EA 2.00 2,400.00 4,800.00 600.00 1,200.00 180.00 360.00 3,180.00 6,360.00 400

SD 1.800 x 2.100 = 3.780 EA 1.00 980.00 980.00 245.00 245.00 73.50 73.50 1,298.00 1,298.00 100, 200, 300

SD 1.200 x 2.100 = 2.520 EA 1.00 620.00 620.00 155.00 155.00 46.50 46.50 821.00 821.00 300

SD 0.900 x 2.100 = 1.890 EA 2.00 620.00 1,240.00 155.00 310.00 46.50 93.00 821.00 1,643.00 100, 200, 300, 800

SD[Including viewing window] 1.800 x 2.100 = 3.780 EA 1.00 700.00 700.00 175.00 175.00 52.50 52.50 927.00 927.00 300

SD.GUARD BOOTH 1.000 x 2.100 = 2.100 EA 1.00 700.00 700.00 175.00 175.00 52.50 52.50 927.00 927.00 810, 820

SSD[Except Automatic doors H/L] 9.190 x 3.000 = 27.570 EA 1.00 2,700.00 2,700.00 675.00 675.00 202.50 202.50 3,577.00 3,577.00 300

SSD[Except Automatic doors H/L] 9.000 x 3.250 = 29.250 EA 1.00 2,900.00 2,900.00 725.00 725.00 217.50 217.50 3,842.00 3,842.00 300

SSD[60*150*1.5t SST,H/L] 2.000 x 3.000 = 6.000 EA 2.00 600.00 1,200.00 150.00 300.00 45.00 90.00 795.00 1,590.00 300

SSD[60*150*1.5t SST,H/L] 14.650 x 3.250 = 47.612 EA 1.00 4,700.00 4,700.00 1,175.00 1,175.00 352.50 352.50 6,227.00 6,227.00 300

SSD[60*150*1.5t SST,H/L] 4.000 x 3.000 = 12.000 EA 1.00 1,200.00 1,200.00 300.00 300.00 90.00 90.00 1,590.00 1,590.00 300

SSD 0.900 x 2.100 = 1.890 EA 1.00 700.00 700.00 175.00 175.00 52.50 52.50 927.00 927.00 800

Automatic doors (Tempered Glass)Transparency, 12mm*1.0*2.4m,

Hardware includedEA 4.00 310.40 1,241.60 77.60 310.40 23.28 93.12 411.00 1,645.00 300

FILL UP URETHANE FOAM M 2,503.39 6.40 16,021.70 1.60 4,005.42 0.48 1,201.63 8.00 21,228.00 100, 200

Pivot Hinge 100kg Below, SUS(K1300) SET 153.00 28.00 4,284.00 7.00 1,071.00 2.10 321.30 37.00 5,676.00 100, 200, 300, 400, 800, 810, 820

Floor Hinge(AL DOOR) 105kg(K-7300) SET 40.00 108.00 4,320.00 27.00 1,080.00 8.10 324.00 143.00 5,724.00 100, 200

Floor Hinge Install(AL DOOR) EA 40.00 0.00 0.00 29.00 1,160.00 1.74 69.60 30.00 1,229.00 100, 200

Floor Hinge(TEMPERED GLASS DOOR) 105kg(K-8300) SET 11.00 151.20 1,663.20 37.80 415.80 11.34 124.74 200.00 2,203.00 300

Floor Hinge Install EA 11.00 0.00 0.00 29.00 319.00 1.74 19.14 30.00 338.00 300, 800

DOOR CLOSER NORMAL SET 131.00 50.00 6,550.00 15.00 1,965.00 3.90 510.90 68.00 9,025.00 100, 200, 300

DOOR CLOSER FIRE SET 22.00 68.00 1,496.00 17.00 374.00 5.10 112.20 90.00 1,982.00 300, 400, 800, 810, 820

Install door closers Exclude Material costs EA 153.00 0.00 0.00 11.00 1,683.00 0.66 100.98 11.00 1,783.00 100, 200, 300, 400, 800, 810, 820

DOOR HANDLE SST, R60 SET 113.00 25.60 2,892.80 6.40 723.20 1.92 216.96 33.00 3,832.00 100, 200, 300, 400, 800, 810, 820

DOOR HANDLE/AL.DOOR SET 40.00 25.60 1,024.00 6.40 256.00 1.92 76.80 33.00 1,356.00 100, 200

DOOR HANDLE The second lock, K380 SET 40.00 36.00 1,440.00 9.00 360.00 2.70 108.00 47.00 1,908.00 100, 300

DOOR HANDLE LEVER TYPE, H:2200 SET 8.00 25.60 204.80 6.40 51.20 1.92 15.36 33.00 271.00 300


EXPENSES SUM



ITEM SPEC UNIT Q'TY


DOOR HANDLE/Panic Door SET 4.00 36.00 144.00 9.00 36.00 2.70 10.80 47.00 190.00 300

Install door locks Steel doors, Exclude Material costs EA 153.00 0.00 0.00 21.00 3,213.00 1.26 192.78 22.00 3,405.00 100, 200, 300, 400, 800, 810, 820

Install door stopper Standard Type SET 133.00 0.00 0.00 3.00 399.00 0.18 23.94 3.00 422.00 100, 200, 300

AL INSECT NET/AG Fluoropolymer M2 46.90 20.00 938.08 5.00 234.52 1.50 70.36 26.00 1,242.00 100, 200, 300

AL INSECT NET(Including Frame) Fluoropolymer M2 277.16 20.00 5,543.12 5.00 1,385.78 1.50 415.73 26.00 7,344.00 100, 300, 800, 810, 820

AL GRILL 1000*1200 EA 6.00 36.00 216.00 9.00 54.00 2.70 16.20 47.00 286.00 100

AL GRILL 2020*1200 EA 1.00 41.60 41.60 10.40 10.40 3.12 3.12 55.00 55.00 100

TEMPERED GLASS DOORTransparency, 12mm*1.0*2.35m,

Excluded HandleEA 6.00 304.00 1,824.00 76.00 456.00 22.80 136.80 402.00 2,416.00 300

TEMPERED GLASS DOORTransparency, 12mm*1.2*2.35m,

Excluded HandleEA 2.00 304.00 608.00 76.00 152.00 22.80 45.60 402.00 805.00 300

TEMPERED GLASS DOOR Transparency, 12mm*1.0*2.1m EA 3.00 272.00 816.00 68.00 204.00 20.40 61.20 360.00 1,081.00 800

ROLL INSEC NET 1000*450 EA 1.00 204.00 204.00 51.00 51.00 15.30 15.30 270.00 270.00 300

FILL UP URETHANE FOAM M 2,503.39 6.40 16,021.70 1.60 4,005.42 0.48 1,201.63 8.00 21,228.00 300, 400, 500, 800, 810, 820

CAULKING △,10mm, Window M 5,006.78 0.24 1,201.63 0.06 300.41 0.02 90.12 0.00 1,592.00 810, 820

[ S U M ] 334,436.00


EXPENSES SUM



ITEM SPEC UNIT Q'TY


GLASS WORK

Tempered Glass Transparency, 12mm M2 6.07 145.60 883.50 36.40 220.88 10.92 66.26 192.00 1,170.00 100, 200, 300, 800, 810, 820

Tempered Glass Transparency, 6mm M2 0.34 127.20 42.74 31.80 10.68 9.54 3.21 168.00 56.00 400

Tempered Glass/AL.DOOR Transparency, 12mm M2 71.82 145.60 10,456.99 36.40 2,614.25 10.92 784.27 192.00 13,855.00 100, 200, 300

Tempered Glass/AL.DOOR Transparency, 10mm M2 99.09 103.20 10,226.29 25.80 2,556.57 7.74 766.97 136.00 13,549.00 200, 300

Fireproof Glass Transparency, 8mm M2 100.05 452.00 45,222.60 113.00 11,305.65 33.90 3,391.70 598.00 59,919.00 200, 300

Fireproof Glass/Panic Door Transparency, 10mm M2 7.56 452.00 3,417.12 113.00 854.28 33.90 256.28 598.00 4,527.00 300

Pair Glass Transparency, 24mm M2 547.11 250.00 136,776.50 15.00 8,206.59 15.90 8,698.99 280.00 153,682.00 100, 200, 300

Pair Glass/Transparency 24mm 6+12+6 M2 24.36 252.00 6,137.96 63.00 1,534.49 18.90 460.35 333.00 8,132.00 800, 810, 820

GLASS INSERT AND WIPING 10mm MORE THAN M2 188.32 6.00 1,129.92 1.50 282.48 0.45 84.74 7.00 1,497.00 100, 200, 300, 800, 810, 820

GLASS INSERT AND WIPING 10mm LESS THAN M2 100.39 6.00 602.32 1.50 150.58 0.45 45.17 7.00 798.00 200, 300, 400

GLASS INSERT AND WIPING/PAIR GLASS 24mm(6+12A+6) M2 571.46 6.80 3,885.95 1.70 971.49 0.51 291.45 9.00 5,148.00 100, 200, 300, 800, 810, 820

Caulking/Glass 5*5, Silicon M 732.72 4.40 3,223.97 1.10 805.99 0.33 241.80 5.00 4,271.00 100, 200, 300, 400, 800, 810, 820

Caulking/Pair Glass 5*5, Silicon M 4,331.82 2.41 10,418.03 1.10 4,765.00 0.21 910.98 3.00 16,094.00 100, 200, 300, 800, 810, 820

Proof mirror 5mm M2 68.87 52.00 3,581.19 13.00 895.30 3.90 268.59 68.00 4,745.00 100, 200, 300

Proof mirror 450*600*5mm+FRAME EA 48.00 44.00 2,112.00 11.00 528.00 3.30 158.40 58.00 2,798.00 300, 800

Mirrors for disabled SUS/Polishing 460*780mm EA 1.00 68.00 68.00 17.00 17.00 5.10 5.10 90.00 90.00 800

[ S U M ] 290,331.00


EXPENSES SUM



ITEM SPEC UNIT Q'TY


PAINTING WORK

RUST PROOF PAINT/FSD,SD IRON MATERIAL 1 TIMES M2 726.60 4.55 3,306.03 1.46 1,062.65 0.36 262.12 6.37 4,630.80 100, 200, 300, 400, 800, 810, 820

READY-MIXED PAINT/FSD,SD IRON MATERIAL 3 TIMES M2 726.60 3.85 2,797.41 1.24 899.17 0.31 221.79 5.39 3,918.37 100, 200, 300, 400, 800, 810, 820

WATER PAINT Inside wall M2 3,360.48 3.15 10,585.50 1.01 3,402.48 0.25 839.28 4.41 14,827.26 100, 200, 500

WATER PAINT Inside wall(all putty) M2 394.55 3.15 1,242.83 1.01 399.48 0.25 98.54 4.41 1,740.85 100, 200

WATER PAINT External wall M2 5,330.00 3.15 16,789.49 1.01 5,396.62 0.25 1,331.17 4.41 23,517.28 100, 200, 300, 400, 500, 800, 810, 820

WATER PAINT Ceiling(all putty) M2 363.66 3.15 1,145.54 1.01 368.21 0.25 90.82 4.41 1,604.57 300

CERAMIN PAINT /BASE WALL M2 106.52 5.95 633.79 1.91 203.72 0.47 50.25 8.33 887.76 100, 200

CERAMIC PAINT /BASE WALL,ALL PUTTY M2 11.26 5.95 67.00 1.91 21.53 0.47 5.31 8.33 93.84 200

EMULSION PAINT Inside wall M2 61.22 3.15 192.83 1.01 61.98 0.25 15.29 4.41 270.10 300

EMULSION PAINT Inside wall(all putty) M2 5,769.91 3.15 18,175.22 1.01 5,842.04 0.25 1,441.04 4.41 25,458.29 300, 800

EMULSION PAINT WALL M2 36.39 3.15 114.64 1.01 36.85 0.25 9.09 4.41 160.58 400, 500

EMULSION PAINT Ceiling(all putty) M2 105.11 3.15 331.11 1.01 106.43 0.25 26.25 4.41 463.79 300, 800

EPOXY PAINT FLOOR M2 2,397.41 12.60 30,207.35 4.05 9,709.51 1.00 2,395.01 17.65 42,311.87 300, 400, 500

EPOXY PAINT PAD M2 39.41 12.60 496.62 4.05 159.63 1.00 39.37 17.65 695.62 400

DUST PAINT FLOOR M2 94.21 15.40 1,450.85 4.95 466.34 1.22 115.03 21.57 2,032.23 300

[ S U M ] 122,613.22


EXPENSES SUM



ITEM SPEC UNIT Q'TY


INTERIOR FINISHING WORK

PVC CEILING PANEL Molding+Frame M2 609.68 52.50 32,008.20 16.88 10,288.35 4.16 2,537.79 73.54 44,834.34 100, 200, 300

GYPSUM BOARD Ceiling,THK9.5,1PLY (ACOUSTIC TILE) M2 5,984.41 11.50 68,820.69 4.00 23,937.63 0.93 5,565.50 16.43 98,323.82 100, 200, 300, 800

GYPSUM BOARD Ceiling,THK9.5,2PLY M2 438.86 15.40 6,758.44 4.95 2,172.36 1.22 535.85 21.57 9,466.65 300, 800

ACOUSTIC TILE Ceiling M2 250.00 19.60 4,900.00 6.30 1,575.00 1.55 388.50 27.45 6,863.50 100, 200, 300

ACOUSTIC TILE Ceiling,12T M2 64.83 19.60 1,270.63 6.30 408.42 1.55 100.74 27.45 1,779.79 800

VINYL TILE Floor,THK 3.0 M2 3,463.89 10.85 37,583.17 3.49 12,080.31 0.86 2,979.81 15.20 52,643.29 100, 200, 300, 800

VINYL TILE Stair scaffolding,THK 3.0 M2 63.50 10.85 689.02 3.49 221.47 0.86 54.63 15.20 965.12 200, 300

VINYL TILE Stairriser,THK 3.0 M2 37.80 10.85 410.13 3.49 131.83 0.86 32.52 15.20 574.47 200, 300

VINYL BASE H:100 M 14.23 8.40 119.49 2.70 38.41 0.67 9.47 11.77 167.37 200, 300, 800

DECO TILE Floor,THK 3.0 M2 1,790.68 12.95 23,189.29 3.49 6,249.47 0.99 1,766.33 17.43 31,205.09 300

ACCESS FLOOR(Conductive tile) H:300,T=3.0 M2 94.21 45.50 4,286.60 14.63 1,377.84 3.61 339.87 63.73 6,004.30 300

RESILIENT SURFACE BASE ALL PUTTY, H=100 M 2.12 9.80 20.78 3.15 6.68 0.78 1.65 13.73 29.10 100

DRY WALL(C-100) FG12.5t 2P,ONE SIDED M2 14.22 9.98 141.84 3.21 45.59 0.79 11.25 13.97 198.68 100

DRY WALL(C-100) toilet GS9.5t*1P + FG9.5t*1P,ONE SIDED M2 683.94 19.60 13,405.18 6.30 4,308.81 1.55 1,062.84 27.45 18,776.83 100, 200

DRY WALL(C-90) toilet GS12.5t*1P+WG12.5t*1P,ONE SIDED M2 88.73 22.40 1,987.64 7.20 638.88 1.78 157.59 31.38 2,784.12 100

DRY WALL(C-100) Inside wall/T=115 GS12.5t*2P,ONE SIDED M2 26.82 21.00 563.22 6.75 181.04 1.67 44.66 29.42 788.91 100, 800

DRY WALL(C-65) GS12.5t 2P,ONE SIDED M2 441.41 9.80 4,325.83 3.15 1,390.44 0.78 342.98 13.73 6,059.25 200, 800

DRY WALL(C-50) T:100 GS12.5t*2P, BOTH SIDES(GW50t) M2 9.90 16.80 166.32 5.40 53.46 1.33 13.19 23.53 232.97 300

DRY WALL(C-90) T:142 GS12.5t*2P, BOTH SIDES(GW50t) M2 1,812.18 16.80 30,444.67 5.40 9,785.79 1.33 2,413.83 23.53 42,644.29 300



DRY WALL(ㅁ-200) T:250 GS12.5t*2P, BOTH SIDES(GW50t) M2 29.71 16.80 499.13 5.40 160.43 1.33 39.57 23.53 699.14 300

DRY WALL(ㅁ-100) T:150 GS12.5t*2P, BOTH SIDES(GW50t) M2 273.47 16.80 4,594.35 5.40 1,476.75 1.33 364.27 23.53 6,435.37 300

DRY WALL(C-90) T:142GS12.5t*2P +

GS12.5t*1P+WG12.5t*1P(GW50t)M2 224.23 32.20 7,220.27 10.35 2,320.80 2.55 572.46 45.10 10,113.54 300

DRY WALL(C-150) T:200GS12.5t*2P +

GS12.5t*1P+WG12.5t*1P(GW50t)M2 12.46 32.20 401.31 10.35 128.99 2.55 31.82 45.10 562.12 300

DRY WALL(C-95*2) T:242GS12.5t*2P +

GS12.5t*1P+WG12.5t*1P(GW50t)M2 43.59 32.20 1,403.47 10.35 451.12 2.55 111.28 45.10 1,965.86 300

DRY WALL(C-100) T:152FG12.5t*2P +

GS12.5t*1P+WG12.5t*1P(GW50t)M2 66.93 32.20 2,155.15 10.35 692.73 2.55 170.87 45.10 3,018.74 300

DRY WALL(C-90) T:142GS12.5t*1P + WG12.5t*1P,BOTH

SIDES(GW50t)M2 134.31 32.20 4,324.75 10.35 1,390.10 2.55 342.89 45.10 6,057.74 300

DRY WALL(C-150) T:200GS12.5t*1P + WG12.5t*1P,BOTH

SIDES(GW50t)M2 16.14 32.20 519.77 10.35 167.07 2.55 41.21 45.10 728.05 300

DRY WALL(C-100) toilet GS9.5t*1P + FG9.5t*1P,ONE SIDED M2 437.03 22.40 9,789.45 7.20 3,146.61 1.78 776.16 31.38 13,712.22 300

DRY WALL(ㅁ-200) T:250 GS12.5t*2P + FG12.5t*2P(GW50t) M2 48.50 22.40 1,086.40 7.20 349.20 1.78 86.14 31.38 1,521.74 300


EXPENSES SUM



ITEM SPEC UNIT Q'TY


DRY WALL(C-95) T:142GS12.5t*1P+WG12.5t*1P +

FG12.5t*2P(GW50t)M2 60.52 22.40 1,355.60 7.20 435.73 1.78 107.48 31.38 1,898.81 300

DRY WALL(C-100) External wall&Inside wall GS12.5t*2P,ONE SIDED M2 965.48 21.00 20,275.14 6.00 5,792.90 1.62 1,564.08 28.62 27,632.12 300

DRY WALL(C-100) column GS12.5t*2P,ONE SIDED M2 313.86 21.00 6,591.06 6.00 1,883.16 1.62 508.45 28.62 8,982.67 300

DRY WALL(ㅁ-200) Inside wall GS12.5t*2P,ONE SIDED M2 60.77 21.00 1,276.17 6.00 364.62 1.62 98.45 28.62 1,739.24 300

DRY WALL(ㅁ-250) Inside wall GS12.5t*2P,ONE SIDED M2 28.31 21.00 594.59 6.00 169.88 1.62 45.87 28.62 810.35 300

DRY WALL(C-100) External wall FG12.5t*2P,ONE SIDED M2 688.54 21.00 14,459.34 6.00 4,131.24 1.62 1,115.43 28.62 19,706.01 300

DRY WALL(C-100) External wall FG12.5t*1P+WG12.5t*1P,ONE SIDED M2 475.84 22.40 10,658.79 7.20 3,426.04 1.78 845.09 31.38 14,929.92 300

DRY WALL(ㅁ-100) External wall FG12.5t*2P,ONE SIDED M2 169.63 22.40 3,799.80 7.20 1,221.36 1.78 301.27 31.38 5,322.44 300

DRY WALL(C-90) toilet GS12.5t*1P+WG12.5t*1P,ONE SIDED M2 88.73 22.40 1,987.64 7.20 638.88 1.78 157.59 31.38 2,784.12 300

DRY WALL(C-100) toilet GS12.5t*1P+WG12.5t*1P,ONE SIDED M2 683.94 19.60 13,405.18 6.30 4,308.81 1.55 1,062.84 27.45 18,776.83 300

WINDOW SIDING THK12 MDF+SHEET M2 87.54 8.40 735.33 2.70 236.36 0.67 58.30 11.77 1,029.98 300

TOILET CUBICLE M2 338.72 18.90 6,401.88 6.08 2,057.75 1.50 507.58 26.47 8,967.21 100, 200, 800

URINAL CUBICLE W:360 EA 10.00 180.60 1,806.00 58.05 580.50 14.32 143.19 252.97 2,529.69 300

URINAL CUBICLE W:450 EA 4.00 208.60 834.40 67.05 268.20 16.54 66.16 292.19 1,168.76 300

URINAL CUBICLE W:500 EA 24.00 234.50 5,628.00 75.38 1,809.00 18.59 446.22 328.47 7,883.22 100

SHOWER CUBICLE H:1750,T-TYPE EA 47.00 318.50 14,969.50 102.38 4,811.63 25.25 1,186.87 446.13 20,967.99 300

POWDER TOPS W:600 M 6.40 122.50 784.00 39.38 252.00 9.71 62.16 171.59 1,098.16 300

INSULATIONFLOOR,POLYISOCYANURATE

40T*2PLYM2 0.00 29.40 0.00 7.96 0.00 2.24 0.00 39.60 0.00 300

S.M.C CEILING SYSTEMTHK1.2, INCLUDE FRAME &

MOLDINGM2 88.62 19.60 1,736.89 6.30 558.29 1.55 137.71 27.45 2,432.89 800

[ S U M ] 518,783.62


EXPENSES SUM



ITEM SPEC UNIT Q'TY


PANEL WORK

METAL PANEL/WALL T100,GA24 SINGLE RIB M2 21,252.27 13.43 285,417.92 10.56 224,423.92 1.44 30,590.51 25.00 540,432.00 100, 200, 400, 500, 800

METAL PANEL/WALL T125,GA24 SINGLE RIB M2 876.70 13.43 11,774.08 10.56 9,257.95 1.44 1,261.92 25.00 22,293.00 200

METAL PANEL/WALLT50,INSULATION PANEL,Including

FrameM2 1,771.39 56.70 100,428.96 14.64 25,933.15 4.28 7,581.73 75.00 133,943.00 300, 800

CANOPY/METAL PANEL 13000*4000*1000,Including Frame EA 2.00 1,919.73 3,839.45 466.64 933.28 143.18 286.36 2,529.00 5,059.00 300

CANOPY/METAL PANEL 3000*2200*500,Including Frame EA 3.00 244.55 733.64 62.80 188.40 18.44 55.32 325.00 977.00 300

SHEET PANEL/ROOFT35,GA24 KR18(KALZIP STANING

SEAM)M2 44,345.16 13.01 576,708.83 8.24 365,404.13 1.27 56,526.78 22.00 998,639.00 100, 200

SHEET PANEL/ROOF** T60,GA24 KR18 M2 2,309.74 13.01 30,038.17 8.24 19,032.26 1.27 2,944.23 22.00 52,014.00 400, 500

POLY METAL PANEL/ROOF0.8T DECK PL+50T POLYISOCYANATE

BORDM2 140.43 40.63 5,705.67 8.24 1,157.14 2.93 411.77 51.00 7,274.00 800

SHEET PANEL/Inside wall GA24 KR18 M2 1,354.83 13.01 17,619.58 8.24 11,163.81 1.27 1,727.00 22.00 30,510.00 100

Sandwich Panel/Ceiling 50t , Frame-ㅁ100*100 M2 1,014.91 74.97 76,087.80 9.84 9,986.71 5.09 5,164.47 89.00 91,238.00 100, 200

AL sheet/Canopy column T=3 M2 92.16 32.73 3,016.07 11.28 1,039.61 2.64 243.34 46.00 4,299.00 100, 300



FRP CORRUGATED SHEET THK.2.0(TRANSLUCENT) M2 3,130.00 29.58 92,585.40 10.16 31,800.80 2.38 7,463.17 42.00 131,849.00 100

FLASHING/CENTER OUT W600*0.8t C/S M 697.10 8.42 5,866.10 8.24 5,744.10 1.00 696.61 17.00 12,306.00 100, 200, 400, 500

FLASHING/CENTER IN W600*0.8t C/S M 595.90 8.42 5,014.50 8.24 4,910.22 1.00 595.48 17.00 10,520.00 100, 200

FLASHING/JOINT W400*0.8t C/S M 318.77 6.29 2,005.08 8.24 2,626.68 0.87 277.91 15.00 4,909.00 100, 200, 300

FLASHING/PARAPET W300*0.8t C/S M 1,603.24 5.19 8,312.80 8.24 13,210.70 0.81 1,291.41 14.00 22,814.00 100, 200, 300, 800

FLASHING/CORNER W300*0.8t C/S M 203.93 5.19 1,057.38 8.24 1,680.38 0.81 164.27 14.00 2,902.00 100, 200, 300, 400, 500, 800

FLASHING/BASE W200*0.8t C/S M 1,748.38 4.17 7,282.00 8.24 14,406.65 0.74 1,301.32 13.00 22,989.00 100, 200, 300, 400, 500, 800

FLASHING/GUTTER W900*H250*0.8t C/S M 1,191.80 11.56 13,777.21 8.24 9,820.43 1.19 1,415.86 20.00 25,013.00 100, 200

FLASHING/GUTTER W450*H200(200+450+930)*0.8t C/S M 9.30 6.80 63.24 8.24 76.63 0.90 8.39 15.00 148.00 800

FLASHING/PARAPET** W220(H:130+H:200+150)*0.8t C/S M 210.20 7.14 1,500.83 8.24 1,732.05 0.92 193.97 16.00 3,426.00 400, 500

FLASHING/PARAPET** W350(115+415)*0.8t C/S M 146.00 7.65 1,116.90 8.24 1,203.04 0.95 139.20 16.00 2,459.00 400, 500

FLASHING/GUTTER**W700*H350(760+350+700+1000)*0.

8t C/SM 202.40 9.44 1,909.64 8.24 1,667.78 1.06 214.65 18.00 3,792.00 400, 500

FLASHING/Fence W150*0.8t C/S M 185.00 3.66 676.18 8.24 1,524.40 0.71 132.03 12.00 2,332.00 500

FLASHING/Fence BASE W150*0.8t C/S M 185.00 3.66 676.18 8.24 1,524.40 0.71 132.03 12.00 2,332.00 500

[ S U M ] 2,144,568.00


EXPENSES SUM



ITEM SPEC UNIT Q'TY


ROOF & DRAIN WORK

ROOF DRAIN D300mm EA 76.00 250.40 19,030.40 62.60 4,757.60 18.78 1,427.28 331.00 25,215.00 100, 200, 400

ROOF DRAIN D150mm EA 20.00 125.60 2,512.00 31.40 628.00 9.42 188.40 166.00 3,328.00 300

ROOF DRAIN D100mm EA 17.00 83.20 1,414.40 20.80 353.60 6.24 106.08 110.00 1,874.00 400, 800

ROOF DRAIN D75mm EA 2.00 62.40 124.80 15.60 31.20 4.68 9.36 82.00 165.00 300

FLOOR DRAIN 100mm EA 37.00 83.20 3,078.40 20.80 769.60 6.24 230.88 110.00 4,078.00 100, 200, 300, 800

DOWN SPOUT SST,D300*2t M 879.90 116.00 102,068.40 29.00 25,517.10 8.70 7,655.13 153.00 135,240.00 100, 200, 400

DOWN SPOUT** SST,D100*2t M 210.20 11.60 2,438.32 2.90 609.58 0.87 182.87 15.00 3,230.00 400, 800

DOWN SPOUT D75mm*1.5t M 6.00 8.80 52.80 2.20 13.20 0.66 3.96 11.00 69.00 300

DOWN SPOUT D150*2t M 12.00 11.60 139.20 2.90 34.80 0.87 10.44 15.00 184.00 300

[ S U M ] 173,383.00


EXPENSES SUM



ITEM SPEC UNIT Q'TY


AGGREGATE COST

CEMENT 40KG B/G 220,652.48 0.15 33,097.87 0.00 0.00 0.01 1,985.87 0.16 35,083.74 100, 200, 300, 400, 500, 800, 911

SAND M3 3,887.84 12.20 47,431.68 0.00 0.00 0.73 2,845.90 12.93 50,277.59 100, 200, 300, 400, 500, 800, 810, 820, 911, 950, 960

GRAVEL 40mm, #467 M3 4,272.57 12.20 52,125.35 0.00 0.00 0.73 3,127.52 12.93 55,252.88 100, 200, 300, 400, 500, 800, 810, 820, 911, 950, 960

GRAVEL 25mm, #57 M3 0.97 317.00 307.33 0.00 0.00 19.02 18.44 336.02 325.77 100, 200, 300, 400, 800

RUBBLE STON M3 15,666.09 10.20 159,794.12 0.00 0.00 0.61 9,587.65 10.81 169,381.77 100, 200, 300, 400, 500, 800, 810, 820, 911, 950, 960

[ S U M ] 310,321.74


EXPENSES SUM



ITEM SPEC UNIT Q'TY


WASTE DISPOSAL COST

WASTE DISPOSAL COST Waste concrete TON 1,120.73 3.60 4,034.62 0.00 0.00 0.22 242.08 3.00 4,276.00 100

WASTE DISPOSAL COST Waste Construction TON 213.47 3.60 768.50 0.00 0.00 0.22 46.11 3.00 814.00 100

WASTE DISPOSAL COST Waste Mixed TON 384.25 3.60 1,383.30 0.00 0.00 0.22 83.00 3.00 1,466.00 100

WASTE DISPOSAL TRANSPORTATION COST 16TON AMROL TRUCK - 20km TON 1,718.45 8.60 14,778.66 0.00 0.00 0.52 886.72 9.00 15,665.00 100

[ S U M ] 22,221.00


EXPENSES SUM



ITEM SPEC UNIT Q'TY


ADDITIONAL WORK

GUARD BOOTH2000*2000*H2600,TOILET

INCLUDINGL/S 1.00 810, 820

NOT CONSIDERED IN THIS BOQ

STEEL DECK

NELSON STUD

FIREPROFF DRYWALL

GUARD BOOTH

[ S U M ]

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