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
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
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
UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE
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
UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE
EXPENSES SUM
REMARK (Corresponding Building #)
HT QUOTATION FORM (ARCHI.)
ITEM SPEC UNIT Q'TY
MATERIAL COST LABOR COST
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
UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE
EXPENSES SUM
REMARK (Corresponding Building #)
HT QUOTATION FORM (ARCHI.)
ITEM SPEC UNIT Q'TY
MATERIAL COST LABOR COST
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
UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE
EXPENSES SUM
REMARK (Corresponding Building #)
HT QUOTATION FORM (ARCHI.)
ITEM SPEC UNIT Q'TY
MATERIAL COST LABOR COST
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
UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE
EXPENSES SUM
REMARK (Corresponding Building #)
HT QUOTATION FORM (ARCHI.)
ITEM SPEC UNIT Q'TY
MATERIAL COST LABOR COST
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
UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE
EXPENSES SUM
REMARK (Corresponding Building #)
HT QUOTATION FORM (ARCHI.)
ITEM SPEC UNIT Q'TY
MATERIAL COST LABOR COST
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
UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE
EXPENSES SUM
REMARK (Corresponding Building #)
HT QUOTATION FORM (ARCHI.)
ITEM SPEC UNIT Q'TY
MATERIAL COST LABOR COST
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
UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE
EXPENSES SUM
REMARK (Corresponding Building #)
HT QUOTATION FORM (ARCHI.)
ITEM SPEC UNIT Q'TY
MATERIAL COST LABOR COST
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
UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE
EXPENSES SUM
REMARK (Corresponding Building #)
HT QUOTATION FORM (ARCHI.)
ITEM SPEC UNIT Q'TY
MATERIAL COST LABOR COST
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
UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE
EXPENSES SUM
REMARK (Corresponding Building #)
HT QUOTATION FORM (ARCHI.)
ITEM SPEC UNIT Q'TY
MATERIAL COST LABOR COST
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
UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE
EXPENSES SUM
REMARK (Corresponding Building #)
HT QUOTATION FORM (ARCHI.)
ITEM SPEC UNIT Q'TY
MATERIAL COST LABOR COST
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
UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE
EXPENSES SUM
REMARK (Corresponding Building #)
HT QUOTATION FORM (ARCHI.)
ITEM SPEC UNIT Q'TY
MATERIAL COST LABOR COST
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
UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE
EXPENSES SUM
REMARK (Corresponding Building #)
HT QUOTATION FORM (ARCHI.)
ITEM SPEC UNIT Q'TY
MATERIAL COST LABOR COST
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
UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE
EXPENSES SUM
REMARK (Corresponding Building #)
HT QUOTATION FORM (ARCHI.)
ITEM SPEC UNIT Q'TY
MATERIAL COST LABOR COST
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
UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE
EXPENSES SUM
REMARK (Corresponding Building #)
HT QUOTATION FORM (ARCHI.)
ITEM SPEC UNIT Q'TY
MATERIAL COST LABOR COST
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
UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE
EXPENSES SUM
REMARK (Corresponding Building #)
HT QUOTATION FORM (ARCHI.)
ITEM SPEC UNIT Q'TY
MATERIAL COST LABOR COST
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
UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE
EXPENSES SUM
REMARK (Corresponding Building #)
HT QUOTATION FORM (ARCHI.)
ITEM SPEC UNIT Q'TY
MATERIAL COST LABOR COST
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(C-100) T:150 GS12.5t*2P, BOTH SIDES(GW50t) M2 38.23 16.80 642.26 5.40 206.44 1.33 50.92 23.53 899.63 300
DRY WALL(C-150) T:200 GS12.5t*2P, BOTH SIDES(GW50t) M2 2.85 16.80 47.95 5.40 15.41 1.33 3.80 23.53 67.16 300
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
UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE
EXPENSES SUM
REMARK (Corresponding Building #)
HT QUOTATION FORM (ARCHI.)
ITEM SPEC UNIT Q'TY
MATERIAL COST LABOR COST
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
UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE
EXPENSES SUM
REMARK (Corresponding Building #)
HT QUOTATION FORM (ARCHI.)
ITEM SPEC UNIT Q'TY
MATERIAL COST LABOR COST
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
CANOPY/METAL PANEL 36100*3000*215,Including Frame EA 1.00 3,947.66 3,947.66 807.68 807.68 285.32 285.32 5,040.00 5,040.00 100
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 5,059.00 100
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
UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE
EXPENSES SUM
REMARK (Corresponding Building #)
HT QUOTATION FORM (ARCHI.)
ITEM SPEC UNIT Q'TY
MATERIAL COST LABOR COST
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
UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE
EXPENSES SUM
REMARK (Corresponding Building #)
HT QUOTATION FORM (ARCHI.)
ITEM SPEC UNIT Q'TY
MATERIAL COST LABOR COST
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
UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE
EXPENSES SUM
REMARK (Corresponding Building #)
HT QUOTATION FORM (ARCHI.)
ITEM SPEC UNIT Q'TY
MATERIAL COST LABOR COST
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
UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE UNIT COST PRICE
EXPENSES SUM
REMARK (Corresponding Building #)
HT QUOTATION FORM (ARCHI.)
ITEM SPEC UNIT Q'TY
MATERIAL COST LABOR COST
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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