PROJEK RUNDING TERUS SEKOLAH SECARA REKA DAN BINASEKOLAH MENENGAH KEBANGSAAN KOTA PUTERI 2, MASAI, JOHORKONTRAKTOR TURNKEY : BAKTI INSANI SDN BHD

ACADEMIC BLOCK

TENDER BUDGET ACTUAL

REF ELEMENT/DESCRIPTION AMOUNT (RM) TOTAL LAB. TOTAL MATL TOTAL MARGIN TOTAL LABOUR

SUMMARY

1 Piling works 208,705.00 234,235.00 11,300.00 245,535.00 (36,830.00) - - 177,560.46 177,560.46 2 Work Below Lowest Floor Level 170,209.15 46,266.14 99,705.85 145,971.99 24,237.16 24,768.58 110,915.33 34,448.00 170,131.90 3 Frame 453,962.25 125,603.40 235,355.75 360,959.15 93,003.10 - 4 Upper Floor Construction 254,725.00 73,902.75 145,125.70 219,028.45 35,696.55 - 5 Roof and roof covering 226,331.00 28,552.60 143,771.70 172,324.30 54,006.70 - 6 Staircases 81,211.40 13,496.53 48,890.90 62,387.43 18,823.97 - 7 External wall 74,394.00 15,765.20 50,765.00 66,530.20 7,863.80 - 8 Internal wall and partition 23,564.00 6,255.10 15,306.00 21,561.10 2,002.90 - 9 Door and window 284,360.00 17,116.60 144,707.00 161,823.60 122,536.40 - 10 Floor finishes 43,494.00 18,110.00 20,492.50 38,602.50 4,891.50 - 11 Wall finishes 115,472.00 42,075.00 45,332.80 87,407.80 28,064.20 - 12 Ceiling finishes 94,845.00 50,781.70 20,875.50 71,657.20 23,187.80 - 13 Sanitary appliances 79,380.00 - 61,050.00 61,050.00 18,330.00 - 14 Apron and perimeter drain 37,818.50 7,506.50 19,033.75 26,540.25 11,278.25 - 15 Internal signages 30,000.00 - 25,000.00 25,000.00 5,000.00 -

TOTAL 2,178,471.30 679,666.52 1,086,712.45 1,766,378.97 412,092.33 24,768.58 110,915.33 212,008.46 347,692.36

TOTAL MATERIAL

TOTAL SUB-RATE

TOTAL AMOUNT

ACADEMIC BLOCKPILING

TENDER BUDGET ACTUAL GROSS REMARKS

REF ELEMENT/DESCRIPTION UNIT QTY RATE AMOUNT (RM) LAB. RATE MATL. RATE TOTAL LAB. TOTAL MATL TOTAL QTY LABOUR MATERIAL TOTAL RATE AMOUNT PROFIT ACTUAL

1 PILING WORKS A Mobilisation equipments & demobilisation LS 1 2,000.00 1,800.00 - 1,800.00 1,800.00 LS 4,000.00 4,000.00 200.00 (2,000.00)B Setting out,piling record & as-built drawings LS 1 1,000.00 9,500.00 - 9,500.00 9,500.00 LS 5,227.00 5,227.00 (8,500.00) (4,227.00)C Supply PC G45 250mm x 250mm piles M 4515 32.00 144,480.00 40.00 180,600.00 - 180,600.00 (36,120.00) 144,480.00

12m starter No 156 309.00 48,204.00 - (48,204.00)12m extension No 222 320.00 71,040.00 - (71,040.00)9m extension No 32 278.78 8,920.96 - (8,920.96)

D Handle,transport and pitch for 250mm x 250mm piles No 430 6.00 2,580.00 9.00 3,870.00 - 3,870.00 - (1,290.00) 2,580.00 E Drive only for 250mm x 250mm piles M 4515 8.00 36,120.00 6.00 27,090.00 - 27,090.00 4095.5 7.00 28,668.50 9,030.00 7,451.50 F Jointing/extension for 250mm x 250mm piles No 215 15.00 3,225.00 20.00 4,300.00 - 4,300.00 201 21.00 4,221.00 (1,075.00) (996.00)G Cut off pile head for 250mm x 250mm piles No 215 20.00 4,300.00 25.00 5,375.00 - 5,375.00 - (1,075.00) 4,300.00

Chainsaw No 42 35.00 1,470.00 - (1,470.00)Hacking No 237 20.00 4,740.00 - (4,740.00)

H Preliminary testing No 2 4,500.00 9,000.00 3,500.00 7,000.00 - 7,000.00 1,069.00 1,069.00 2,000.00 7,931.00 I Subsequent testing No 2 3,000.00 6,000.00 3,000.00 6,000.00 - 6,000.00 - 6,000.00 rate incl. In prelim.

Sub-total 208,705.00 234,235.00 11,300.00 245,535.00 177,560.46 (36,830.00) 31,144.54 test

PROFIT BUDGET

BLOK AKADEMIK

TENDER BUDGET ACTUAL

REF ELEMENT/DESCRIPTION UNIT QTY RATE AMOUNT (RM) TOTAL LAB. TOTAL MATL TOTAL MARGIN LAB. RATE SUB RATE TOTAL LAB.LAB. RATE

MATL. RATE

QTY W/DONE

MATE. RATE

ACTUAL

TOTAL MATL TOTALTOTAL SUB RATE

BLOK AKADEMIK

TENDER BUDGET ACTUAL

REF ELEMENT/DESCRIPTION UNIT QTY RATE AMOUNT (RM) TOTAL LAB. TOTAL MATL TOTAL MARGIN QTY W/DONE LAB. RATE SUB RATE TOTAL LAB. TOTAL MATL TOTAL

2 WORK BELOW LOWEST FLOOR LEVEL

A Exc. oversite 250mm deep M2 1586 2.50 3,965.00 2.00 - 3,172.00 3,172.00 793.00 1,586.00 - - 2.00 - - 3,172.00 3,172.00 B Exc. pile caps/footing not exc. 1.50m deep M3 195 8.50 1,657.50 8.00 1,560.00 - 1,560.00 97.50 195.00 - - 6.00 - - 1,170.00 1,170.00 C Ditto exc. 3.00m deep M3 2 10.00 20.00 8.00 16.00 - 16.00 4.00 2.00 - - 8.00 - - 16.00 16.00 D Exc. for ground beam ditto M3 107 8.50 909.50 8.00 856.00 - 856.00 53.50 107.00 - - 8.00 - - 856.00 856.00 E 150mm thick hardcore M2 1586 8.50 13,481.00 2.50 5.70 3,965.00 9,040.20 13,005.20 475.80 1,380.00 2.00 2.10 - 2,760.00 2,898.00 - 5,658.00 F 50mm thick lean concrete G15 beneath pile cap M2 130 7.00 910.00 1.30 5.50 169.00 715.00 884.00 26.00 140.00 2.00 5.50 - 280.00 770.00 - 1,050.00 G 50mm ditto ground beam M2 241 7.00 1,687.00 1.30 5.50 313.30 1,325.50 1,638.80 48.20 220.00 2.00 5.50 - 440.00 1,210.00 - 1,650.00 H VRC G25 in pile cap/pad footing M3 15 185.00 2,775.00 28.60 122.10 429.00 1,831.50 2,260.50 514.50 - - - - - - - - I Ditto Column stumps M3 11 185.00 2,035.00 28.60 122.10 314.60 1,343.10 1,657.70 377.30 - - - - - - - - J Ditto ground beam M3 145 185.00 26,825.00 28.60 122.10 4,147.00 17,704.50 21,851.50 4,973.50 176.00 23.50 111.00 - 4,136.00 19,536.00 - 23,672.00

VRC G30 in pile cap/pad footing M3 103.59 23.50 117.50 - 2,434.37 12,171.83 - 14,606.19 Ditto Column stumps M3 11.00 23.50 117.50 - 258.50 1,292.50 - 1,551.00

K Ditto 125mm thick in ground floor slab M2 1586 18.50 29,341.00 3.60 15.30 5,709.60 24,265.80 29,975.40 (634.40) 1,672.00 2.95 14.69 - 4,932.40 24,561.68 - 29,494.08 L Reinforcement bar in pile cap/footing Kg 1908 1.85 3,529.80 0.32 1.15 610.56 2,194.20 2,804.76 725.04 - - - - - - - -

Y16 Kg 3,683.00 0.29 1.12 - 1,049.66 4,139.69 - 5,189.35 R10 Kg 375.00 0.29 1.19 - 106.87 445.88 - 552.75

M Ditto in column stumps Kg 4451 1.85 8,234.35 0.32 1.15 1,424.32 5,118.65 6,542.97 1,691.38 - - - - - - - - N Ditto in ground beam Kg 8508 1.85 15,739.80 0.32 1.15 2,722.56 9,784.20 12,506.76 3,233.04 - - - - - - - -

Y16 Kg 624.00 0.29 1.12 - 177.84 698.88 - 876.72 Y20 Kg 720.00 0.29 1.12 - 205.20 809.28 - 1,014.48 Y25 Kg 20,884.00 0.29 1.12 - 5,951.94 23,473.62 - 29,425.56

O BRC B6 in floor slab M2 1586 12.00 19,032.00 1.10 7.20 1,744.60 11,419.20 13,163.80 5,868.20 - - - - - - - - BRC A10 in floor slab M2 1,560.00 1.00 10.87 - 1,560.00 16,957.20 - 18,517.20

P Sawn formwork to sides of pile cap/footing M2 211 24.00 5,064.00 13.00 7.00 2,743.00 1,477.00 4,220.00 844.00 211.00 - - 18.00 - - 3,798.00 3,798.00 Q Ditto column stump M2 107 24.00 2,568.00 13.00 7.00 1,391.00 749.00 2,140.00 428.00 107.00 - - 18.00 - - 1,926.00 1,926.00 R Ditto ground beam M2 1140 24.00 27,360.00 13.00 7.00 14,820.00 7,980.00 22,800.00 4,560.00 1,218.00 - - 18.00 - - 21,924.00 21,924.00 S 0.25mm thick damp proof membrance M2 1586 2.00 3,172.00 0.50 1.00 793.00 1,586.00 2,379.00 793.00 1,586.00 0.30 1.23 - 475.80 1,950.78 - 2,426.58 T Prepare and apply termite treatment M2 1586 1.20 1,903.20 1.60 2,537.60 - 2,537.60 (634.40) 1,586.00 - - 1.00 - - 1,586.00 1,586.00

Sub-total 170,209.15 46,266.14 99,705.85 145,971.99 24,237.16 24,768.58 110,915.33 34,448.00 170,131.90

LAB. RATE

MATL. RATE

MATE. RATE

TOTAL SUB RATE

BLOK AKADEMIK (B,C & D)

REF. ELEMENT/DESCRIPTION

TENDER BUDGET ACTUAL GROSS REMARKS

UNIT RATE AMOUNT TOTAL LAB TOTAL MATT TOTAL MARGIN

BLOK B BLOK C BLOK D QUANTITY

QTY QTY QTY TOTAL QTY W/DONE

1 WORK BELOW LOWEST FLOOR LEVEL

A Exc. oversite 250mm deep M2 698 603 285 1,586 2.50 3,965.00 698 603 285 1,586 2.00 - 3,172.00 3,172.00 793.00 698.00 100% 698.00 603.00 100% 603.00 285.00 100% 285.00 1,586.00 1,586.00 - - 2.00 - - 3,172.00 3,172.00 793.00 793.00 B Exc. pile caps/footing not exc. 1.50m deep M3 86 74 35 195 8.50 1,657.50 86 74 35 195 8.00 1,560.00 - 1,560.00 97.50 86.00 100% 86.00 74.00 100% 74.00 35.00 100% 35.00 195.00 195.00 - - 6.00 - - 1,170.00 1,170.00 97.50 487.50 C Ditto exc. 3.00m deep M3 1 1 - 2 10.00 20.00 1 1 - 2 8.00 16.00 - 16.00 4.00 1.00 100% 1.00 1.00 100% 1.00 - - - 2.00 2.00 - - 8.00 - - 16.00 16.00 4.00 4.00 D Exc. for ground beam ditto M3 47 41 19 107 8.50 909.50 47 41 19 107 8.00 856.00 - 856.00 53.50 47.00 100% 47.00 41.00 100% 41.00 19.00 100% 19.00 107.00 107.00 - - 8.00 - - 856.00 856.00 53.50 53.50 E 150mm thick hardcore M2 698 603 285 1,586 8.50 13,481.00 698 603 285 1,586 2.50 5.70 3,965.00 9,040.20 13,005.20 475.80 620.00 100% 620.00 510.00 100% 510.00 250.00 100% 250.00 1,380.00 1,380.00 2.00 2.10 - 2,760.00 2,898.00 - 5,658.00 475.80 7,823.00 F 50mm thick lean concrete G15 beneath pile cap M2 57 50 23 130 7.00 910.00 57 50 23 130 1.30 5.50 169.00 715.00 884.00 26.00 60.00 100% 60.00 60.00 100% 60.00 20.00 100% 20.00 140.00 140.00 2.00 5.50 - 280.00 770.00 - 1,050.00 26.00 (140.00)G 50mm ditto ground beam M2 106 92 43 241 7.00 1,687.00 106 92 43 241 1.30 5.50 313.30 1,325.50 1,638.80 48.20 100.00 100% 100.00 80.00 100% 80.00 40.00 100% 40.00 220.00 220.00 2.00 5.50 - 440.00 1,210.00 - 1,650.00 48.20 37.00 H VRC G25 in pile cap/pad footing M3 7 5 3 15 185.00 2,775.00 7 5 3 15 28.60 122.10 429.00 1,831.50 2,260.50 514.50 - - - - - - - - - - - - - - - - - - 514.50 2,775.00 I Ditto Column stumps M3 5 4 2 11 185.00 2,035.00 5 4 2 11 28.60 122.10 314.60 1,343.10 1,657.70 377.30 - - - - - - - - - - - - - - - - - - 377.30 2,035.00 J Ditto ground beam M3 64 55 26 145 185.00 26,825.00 64 55 26 145 28.60 122.10 4,147.00 17,704.50 21,851.50 4,973.50 108.00 100% 108.00 48.00 100% 48.00 20.00 100% 20.00 176.00 176.00 23.50 111.00 - 4,136.00 19,536.00 - 23,672.00 4,973.50 3,153.00

VRC G30 in pile cap/pad footing M3 43.24 100% 43.24 41.35 100% 41.35 19.00 100% 19.00 103.59 103.59 23.50 117.50 - 2,434.37 12,171.83 - 14,606.19 - (14,606.19)Ditto Column stumps M3 5.00 100% 5.00 4.00 100% 4.00 2.00 100% 2.00 11.00 11.00 23.50 117.50 - 258.50 1,292.50 - 1,551.00 - (1,551.00)

K Ditto 125mm thick in ground floor slab M2 698 603 285 1,586 18.50 29,341.00 698 603 285 1,586 3.60 15.30 5,709.60 24,265.80 29,975.40 (634.40) 928.00 100% 928.00 512.00 100% 512.00 232.00 100% 232.00 1,672.00 1,672.00 2.95 14.69 - 4,932.40 24,561.68 - 29,494.08 (634.40) (153.08)L Reinforcement bar in pile cap/footing Kg 840 726 344 1,910 1.85 3,533.50 840 726 344 1,910 0.32 1.15 611.20 2,196.50 2,807.70 725.80 - - - - - - - - - 725.80 3,533.50

Y16 kg 1,645.00 100% 1,645.00 1,228.00 100% 1,228.00 810.00 100% 810.00 3,683.00 3,683.00 0.29 1.12 - 1,049.66 4,139.69 - 5,189.35 - (5,189.35)R10 kg 165.00 100% 165.00 124.00 100% 124.00 86.00 100% 86.00 375.00 375.00 0.29 1.19 - 106.87 445.88 - 552.75 - (552.75)

M Reinforcement in column stumps Kg 1,958 1,690 801 4,449 1.85 8,230.65 1,958 1,690 801 4,449 0.32 1.15 1,423.68 5,116.35 6,540.03 1,690.62 - - - - - - - - - 1,690.62 8,230.65 N Reinforcement in ground beam Kg 3,744 3,233 1,531 8,508 1.85 15,739.80 3,744 3,233 1,531 8,508 0.32 1.15 2,722.56 9,784.20 12,506.76 3,233.04 - - - - - - - - - 3,233.04 15,739.80

Y16 Kg - - - 249.00 100% 249.00 375.00 100% 375.00 624.00 624.00 0.29 1.12 - 177.84 698.88 - 876.72 - (876.72)Y20 Kg 720.00 100% 720.00 - 100% - - 100% - 720.00 720.00 0.29 1.12 - 205.20 809.28 - 1,014.48 - (1,014.48)Y25 Kg 10,355.00 100% 10,355.00 7,995.00 100% 7,995.00 2,534.00 100% 2,534.00 20,884.00 20,884.00 0.29 1.12 - 5,951.94 23,473.62 - 29,425.56 - (29,425.56)R10 Kg 2,727.00 100% 2,727.00 1,855.00 100% 1,855.00 441.00 100% 441.00 5,023.00 5,023.00 0.29 1.19 - 1,456.67 5,977.37 - 7,434.04 (7,434.04)

O BRC B6 in floor slab M2 698 603 285 1,586 12.00 19,032.00 698 603 285 1,586 1.10 7.20 1,744.60 11,419.20 13,163.80 5,868.20 - - - - - - - - - 5,868.20 19,032.00 BRC A10 in floor slab M2 813.00 100% 813.00 513.00 100% 513.00 234.00 100% 234.00 1,560.00 1,560.00 1.00 10.87 - 1,560.00 16,957.20 - 18,517.20 - (18,517.20)

P Sawn formwork to sides of pile cap/footing M2 93 80 38 211 24.00 5,064.00 93 80 38 211 13.00 7.00 2,743.00 1,477.00 4,220.00 844.00 93.00 100% 93.00 80.00 100% 80.00 38.00 100% 38.00 211.00 211.00 - - 18.00 - - 3,798.00 3,798.00 844.00 1,266.00 Q Ditto column stump M2 47 41 19 107 24.00 2,568.00 47 41 19 107 13.00 7.00 1,391.00 749.00 2,140.00 428.00 47.00 100% 47.00 41.00 100% 41.00 19.00 100% 19.00 107.00 107.00 - - 18.00 - - 1,926.00 1,926.00 428.00 642.00 R Ditto ground beam M2 502 433 205 1,140 24.00 27,360.00 502 433 205 1,140 13.00 7.00 14,820.00 7,980.00 22,800.00 4,560.00 580.00 100% 580.00 433.00 100% 433.00 205.00 100% 205.00 1,218.00 1,218.00 - - 18.00 - - 21,924.00 21,924.00 4,560.00 5,436.00 S 0.25mm thick damp proof membrance M2 698 603 285 1,586 2.00 3,172.00 698 603 285 1,586 0.50 1.00 793.00 1,586.00 2,379.00 793.00 698.00 100% 698.00 603.00 100% 603.00 285.00 100% 285.00 1,586.00 1,586.00 0.30 1.23 - 475.80 1,950.78 - 2,426.58 793.00 745.42 T Prepare and apply termite treatment M2 698 603 285 1,586 1.20 1,903.20 698 603 285 1,586 1.60 2,537.60 - 2,537.60 (634.40) 698.00 100% 698.00 603.00 100% 603.00 285.00 100% 285.00 1,586.00 1,586.00 - - 1.00 - - 1,586.00 1,586.00 (634.40) 317.20

Sub-total 170,209.15 46,266.14 99,705.85 145,971.99 24,237.16 26,225.25 116,892.70 34,448.00 177,565.94 24,237.16 (7,356.79)

BLOK AKADEMIK (B,C & D)

BLOCK B

BLOCK

C

BLOCK

D TOTAL

QTY BLOCK

B BLOCK

C BLOCK

D TOTAL

QTY LAB. RATE

MATE. RATE

LAB. RATE

MATE. RATE

SUB RATE

TOTAL LAB. RATE

TOTAL MATE. RATE

TOTAL SUB. RATE

TOTAL AMOUNT

PROFIT BUDGET

PROFIT ACTUAL

% W/DONE

QTY W/DONE

% W/DON

E QTY

W/DONE %

W/DONE

% x W/DONE

REF. ELEMENT/DESCRIPTION

TENDER BUDGET ACTUAL GROSS REMARKS

UNIT RATE AMOUNT TOTAL LAB TOTAL MATT TOTAL MARGIN

BLOK B BLOK C BLOK D QUANTITY

QTY QTY QTY TOTAL QTY W/DONE

6 STAIRCASES AND FINISHES

A VRC G25 in staircase M3 8 7 3 18 185.00 3,330.00 8 7 3 18 26.00 111.00 468.00 1,998.00 2,466.00 864.00 - - - - - - - - - 864.00 3,330.00 B Ditto in landing beam M3 2 2 1 5 185.00 925.00 2 2 1 5 26.00 111.00 130.00 555.00 685.00 240.00 - - - - - - - - - 240.00 925.00 C Ditto in landing slab M3 71 61 29 161 185.00 29,785.00 71 61 29 161 26.00 111.00 4,186.00 17,871.00 22,057.00 7,728.00 - - - - - - - - - 7,728.00 29,785.00 D Reinforcement in staircase KG 1,513 1,307 619 3,439 1.85 6,362.15 1,513 1,307 619 3,439 0.32 1.15 1,100.48 3,954.85 5,055.33 1,306.82 - - - - - - - - - 1,306.82 6,362.15 E Ditto in landing beam KG 911 787 373 2,071 1.85 3,831.35 911 787 373 2,071 0.32 1.15 662.72 2,381.65 3,044.37 786.98 - - - - - - - - - 786.98 3,831.35 F Ditto in landing slab KG 3,245 2,802 1,327 7,374 1.85 13,641.90 3,245 2,802 1,327 7,374 0.32 1.15 2,359.68 8,480.10 10,839.78 2,802.12 - - - - - - - - - 2,802.12 13,641.90 G Sawn formwork to sloping soffit of staircase M2 46 40 19 105 24.00 2,520.00 46 40 19 105 13.00 7.00 1,365.00 735.00 2,100.00 420.00 - - - - - - - - - 420.00 2,520.00 H Ditto of landing beam M2 29 25 12 66 24.00 1,584.00 29 25 12 66 13.00 7.00 858.00 462.00 1,320.00 264.00 - - - - - - - - - 264.00 1,584.00 I Ditto of landing slab M2 71 61 29 161 24.00 3,864.00 71 61 29 161 13.00 7.00 2,093.00 1,127.00 3,220.00 644.00 - - - - - - - - - 644.00 3,864.00 J Ditto to undercut of riser M 158 136 64 358 8.00 2,864.00 158 136 64 358 0.65 0.30 232.70 107.40 340.10 2,523.90 - - - - - - - - - 2,523.90 2,864.00 K Ditto to raking open string M 26 24 13 63 8.00 504.00 26 24 13 63 0.65 0.30 40.95 18.90 59.85 444.15 - - - - - - - - - 444.15 504.00 L Staircases finishes and railing Flight 4 3 1 8 1,500.00 12,000.00 4 3 1 8 1,400.00 - 11,200.00 11,200.00 800.00 - - - - - - - - - 800.00 12,000.00

Sub-total 81,211.40 13,496.53 48,890.90 62,387.43 18,823.97 - - - - - - - - - 18,823.97 81,211.40

- - - - - - - - 7 EXTERNAL WALLS - - - - - - - - - - - A 115mm thick common brickwall M2 973 841 398 2,212 26.00 57,512.00 973 841 398 2,212 7.10 17.00 15,705.20 37,604.00 53,309.20 4,202.80 - - - - - - - - - 4,202.80 57,512.00 B Damp proof course M 388 335 158 881 2.00 1,762.00 388 335 158 881 1.00 - 881.00 881.00 881.00 - - - - - - 881.00 1,762.00 C 6mm bonding ties No 528 456 216 1,200 0.60 720.00 528 456 216 1,200 0.30 - 360.00 360.00 360.00 - - - - - - 360.00 720.00 D Mild steel railing M 44 38 18 100 120.00 12,000.00 44 38 18 100 118.00 - 11,800.00 11,800.00 200.00 - - - - - - - - - 200.00 12,000.00 E 50mm Upvc spout pipe 250mm long No 53 46 21 120 20.00 2,400.00 53 46 21 120 0.50 1.00 60.00 120.00 180.00 2,220.00 - - - - - - - - - 2,220.00 2,400.00

Sub-total 74,394.00 15,765.20 50,765.00 66,530.20 7,863.80 - - - - - - - - - 7,863.80 74,394.00

- - - - - - - - 8 INTERNAL WALLS - - - - - - - - - - - A 115mm thick common brickwall M2 388 335 158 881 26.00 22,906.00 388 335 158 881 7.10 17.00 6,255.10 14,977.00 21,232.10 1,673.90 - - - - - - - - - 1,673.90 22,906.00 B Damp proof course M 105 91 43 239 2.00 478.00 105 91 43 239 1.00 - 239.00 239.00 239.00 - - - - - - - - - 239.00 478.00 C 6mm bonding ties No 132 114 54 300 0.60 180.00 132 114 54 300 0.30 - 90.00 90.00 90.00 - - - - - - - - - 90.00 180.00

Sub-total 23,564.00 6,255.10 15,306.00 21,561.10 2,002.90 - - - - - - - - - 2,002.90 23,564.00

- - - - - - - - - - -

- - - - 57,381.34 358,338.80

QUOTATION FOR SUPPLY LABOUR ONLY

BLOCK B

BLOCK

C

BLOCK

D TOTAL

QTY BLOCK

B BLOCK

C BLOCK

D TOTAL

QTY LAB. RATE

MATE. RATE

LAB. RATE

MATE. RATE

SUB RATE

TOTAL LAB. RATE

TOTAL MATE. RATE

TOTAL SUB. RATE

TOTAL AMOUNT

PROFIT BUDGET

PROFIT ACTUAL

% W/DONE

QTY W/DONE

% W/DON

E QTY

W/DONE %

W/DONE

% x W/DONE

SEKOLAH MENENGAH KEBANGSAAN KOTA PUTERI 2, MASAI, JOHOR

ACADEMIC BLOCK

TENDER BUDGET

REF. ELEMENT/DESCRIPTION UNIT RATE AMOUNT LABOUR MATERIAL TOTAL LAB TOTAL MATT RATE MARGIN

9 DOOR AND WINDOWS

A One hour fire-rated door c/w framing size 900 x No 5 4 - 9 550.00 4,950.00 5 4 - 9 28.00 605.00 252.00 5,445.00 5,697.00 (747.00)B Single flush door c/w framing size 900 x 2550 No 7 4 - 11 780.00 8,580.00 7 4 - 11 23.00 268.00 253.00 2,948.00 3,201.00 5,379.00 C Ditto c/w glass panel & framing size 900 x 2100 No 2 - - 2 500.00 1,000.00 2 - - 2 23.00 270.00 46.00 540.00 586.00 414.00 D Double flush door c/w framing size 1800x 2550 No 36 26 10 72 1,600.00 115,200.00 36 26 10 72 50.00 536.00 3,600.00 38,592.00 42,192.00 73,008.00 E Ditto c/w glass panel & framing size 1800 x 210 No - - - - 340.00 - - - - - 23.00 270.00 - - - - F PVC door size 750 x 2100 No 30 45 - 75 120.00 9,000.00 30 45 - 75 20.00 128.00 1,500.00 9,600.00 11,100.00 (2,100.00)G Sliding door size 1800 x 2550 No 10 8 4 22 800.00 17,600.00 10 8 4 22 790.00 - 17,380.00 17,380.00 220.00 H Aluminium framed casement window size 1800 No - - - - 900.00 - - - - - 560.00 - - - - I Ditto size 3600 x 1800 No - - - - 1,800.00 - - - - - 1,120.00 - - - - J Ditto size 4800 x 1800 No - - - - 2,400.00 - - - - - 1,490.00 - - - - K Ditto size 1800 x 1200 No - - - - 600.00 - - - - - 372.00 - - - - L Ditto size 3600 x 1200 No - - - - 1,200.00 - - - - - 745.00 - - - - M Ditto size 4800 x 1200 No - - - - 1,600.00 - - - - - 1,000.00 - - - - N Ditto size 5550 x 2500 No - - - - 3,850.00 - - - - - 2,400.00 - - - - O Aluminium framed top hung size 1800 x 600 No - - - - 300.00 - - - - - 200.00 - - - - P Ditto size 3600 x 600 No - - - - 600.00 - - - - - 400.00 - - - - Q Ditto size 4800 x 600 No - - - - 800.00 - - - - - 500.00 - - - - R Timber frame top hung size 1800 x 600 No 6 14 - 20 130.00 2,600.00 6 14 - 20 116.00 - 2,320.00 2,320.00 280.00 S Ditto size 3600 x 600 No 3 - - 3 260.00 780.00 3 - - 3 232.00 - 696.00 696.00 84.00 T Ditto size 4800 x 600 No - 3 - 3 350.00 1,050.00 - 3 - 3 310.00 - 930.00 930.00 120.00 U Adjustable louvres window size 600 x 1200 No 22 30 12 64 150.00 9,600.00 22 30 12 64 11.65 67.00 745.60 4,288.00 5,033.60 4,566.40 V Ditto size 1200 x 1200 No - - - - 250.00 - - - - - 23.30 134.00 - - - - W Ditto size 1200 x 1800 No - - - - 380.00 - - - - - 35.00 201.00 - - - - X Ditto size 1800 x 1800 No 53 37 12 102 550.00 56,100.00 53 37 12 102 52.00 302.00 5,304.00 30,804.00 36,108.00 19,992.00 Y Ditto size 3600 x 1800 No 2 5 2 9 1,100.00 9,900.00 2 5 2 9 104.00 604.00 936.00 5,436.00 6,372.00 3,528.00 Z Ditto size 4800 x 1800 No 16 11 5 32 1,500.00 48,000.00 16 11 5 32 140.00 804.00 4,480.00 25,728.00 30,208.00 17,792.00

Sub-total 284,360.00 17,116.60 144,707.00 161,823.60 122,536.40

QUOTATION FOR SUPPLY LABOUR ONLY

SEKOLAH MENENGAH KEBANGSAAN KOTA PUTERI 2, MASAI, JOHOR

ACADEMIC BLOCK

TENDER BUDGET

REF. ELEMENT/DESCRIPTION UNIT RATE AMOUNT LABOUR MATERIAL TOTAL LAB TOTAL MATT RATE MARGIN

10 FLOOR FINISHES

A 20mm Thick cement paving M2 1,084 936 443 2,463 8.00 19,704.00 1,084 936 443 2,463 5.00 2.50 12,315.00 6,157.50 18,472.50 1,231.50 B Homogeneous tiles with screed M2 - - - - 65.00 - - - - - 21.00 46.25 - - - - C Carpet M2 - - - - 35.00 - - - - - 5.00 20.00 - - - - D Ceramic tiles ditto M2 134 116 55 305 60.00 18,300.00 134 116 55 305 19.00 19.00 5,795.00 5,795.00 11,590.00 6,710.00 E Cementitious water proofing system M2 134 116 55 305 18.00 5,490.00 134 116 55 305 28.00 - 8,540.00 8,540.00 (3,050.00)

Sub-total 43,494.00 18,110.00 20,492.50 38,602.50 4,891.50

11 WALL FINISHES

A 20mm Thick c.s. plaster to wall & column M2 2,722 2,351 1,113 6,186 8.00 49,488.00 2,722 2,351 1,113 6,186 6.00 2.50 37,116.00 15,465.00 52,581.00 (3,093.00)B Emulsion paint to internally plastered wall M2 1,749 1,510 715 3,974 4.50 17,883.00 1,749 1,510 715 3,974 2.80 - 11,127.20 11,127.20 6,755.80 C Weather sheild paint to externally ditto M2 973 841 398 2,212 5.50 12,166.00 973 841 398 2,212 2.80 - 6,193.60 6,193.60 5,972.40 D Ceramic wall tiles with screed M2 115 99 47 261 65.00 16,965.00 115 99 47 261 19.00 19.00 4,959.00 4,959.00 9,918.00 7,047.00 E Acoustic treatment M2 119 103 49 271 70.00 18,970.00 119 103 49 271 28.00 - 7,588.00 7,588.00 11,382.00

Sub-total 115,472.00 42,075.00 45,332.80 87,407.80 28,064.20

12 CEILING FINISHES

A 20mm Thick c.s. plaster to soffit of slab M2 1,884 1,628 771 4,283 8.00 34,264.00 1,884 1,628 771 4,283 6.00 2.50 25,698.00 10,707.50 36,405.50 (2,141.50)B Asbestos free ceiling sheet M2 559 483 229 1,271 28.00 35,588.00 559 483 229 1,271 7.50 8.00 9,532.50 10,168.00 19,700.50 15,887.50 C Emulsion paint to plastered surfaces M2 1,884 1,628 771 4,283 4.50 19,273.50 1,884 1,628 771 4,283 2.80 11,992.40 - 11,992.40 7,281.10 D Ditto to asbestos ceiling M2 559 483 229 1,271 4.50 5,719.50 559 483 229 1,271 2.80 3,558.80 - 3,558.80 2,160.70

Sub-total 94,845.00 50,781.70 20,875.50 71,657.20 23,187.80

13 PLUMBING AND SANITARY FITTINGS

A Cold water plumbing ( under M & E) LS 1 10,000.00 1 8,000.00 - 8,000.00 8,000.00 2,000.00 B Soil and waste plumbing ( under M & E) LS 1 12,000.00 1 10,000.00 - 10,000.00 10,000.00 2,000.00 C Water tank ( under M & E) LS 1 2,000.00 1 1,800.00 - 1,800.00 1,800.00 200.00 D Squatting WC complete with stool No 16 14 6 36 350.00 12,600.00 16 14 6 36 225.00 - 8,100.00 8,100.00 4,500.00 E Pedestal WC No 25 22 10 57 300.00 17,100.00 25 22 10 57 340.00 - 19,380.00 19,380.00 (2,280.00)F Mirror No 5 5 2 12 60.00 720.00 5 5 2 12 75.00 - 900.00 900.00 (180.00)G Wash hand basin with counter top No 34 30 14 78 320.00 24,960.00 34 30 14 78 165 - 12,870.00 12,870.00 12,090.00 H Kitchen sink No - - - - 250.00 - - - - - 200 - - - - I Dentist vanity basin No - - - - 1,700.00 - - - - - 1650 - - - -

Sub-total 79,380.00 - 61,050.00 61,050.00 18,330.00

BLOCK B

BLOCK

C

BLOCK

D TOTAL

QTY BLOCK

B BLOCK

C BLOCK

D TOTAL

QTY

BLOCK B

BLOCK

C

BLOCK

D TOTAL

QTY BLOCK

B BLOCK

C BLOCK

D TOTAL

QTY

QUOTATION FOR SUPPLY LABOUR ONLY

SEKOLAH MENENGAH KEBANGSAAN KOTA PUTERI 2, MASAI, JOHOR

ACADEMIC BLOCK

TENDER BUDGET

REF. ELEMENT/DESCRIPTION UNIT RATE AMOUNT LABOUR MATERIAL TOTAL LAB TOTAL MATT RATE MARGIN

14 APRON AND PERIMETER DRAIN

A Exc. oversite 250mm deep M2 310 268 127 705 2.50 1,762.50 310 268 127 705 2.15 - 1,515.75 1,515.75 246.75 B 150mm Thick hardcore M2 310 268 127 705 8.30 5,851.50 310 268 127 705 2.50 6.50 1,762.50 4,582.50 6,345.00 (493.50)C 100mm Thick VRC G25 apron slab M2 310 268 127 705 18.50 13,042.50 310 268 127 705 2.60 11.10 1,833.00 7,825.50 9,658.50 3,384.00 D One layer fabric reinforcement M2 310 268 127 705 12.00 8,460.00 310 268 127 705 1.00 4.00 705.00 2,820.00 3,525.00 4,935.00 E 230mm half round perimeter drain M 101 87 41 229 38.00 8,702.00 101 87 41 229 14.00 10.00 3,206.00 2,290.00 5,496.00 3,206.00

37,818.50 7,506.50 19,033.75 26,540.25 11,278.25

Sub-total

15 INTERNAL SIGNAGES

A Internal signages/lettering Ls 1 30,000.00 1 25,000.00 - 25,000.00 25,000.00 5,000.00

30,000.00 - 25,000.00 25,000.00 5,000.00

QUOTATION FOR SUPPLY LABOUR ONLY

SEKOLAH MENENGAH KEBANGSAAN KOTA PUTERI 2, MASAI, JOHOR

ACADEMIC BLOCK

TENDER BUDGET

REF. ELEMENT/DESCRIPTION UNIT RATE AMOUNT LABOUR MATERIAL TOTAL LAB TOTAL MATT RATE MARGIN ACTUAL

SUMMARY

1 Work Below Lowest Floor Level 170,209.15 46,266.14 99,705.85 145,971.99 24,237.16 #REF!2 Frame 453,962.25 125,603.40 235,355.75 360,959.15 93,003.10 3 Upper Floor Construction 254,725.00 73,902.75 145,125.70 219,028.45 35,696.55 4 Roof and roof covering 226,331.00 28,552.60 143,771.70 172,324.30 54,006.70 5 Staircases 81,211.40 13,496.53 48,890.90 62,387.43 18,823.97 6 External wall 74,394.00 15,765.20 50,765.00 66,530.20 7,863.80 7 Internal wall and partition 23,564.00 6,255.10 15,306.00 21,561.10 2,002.90 8 Door and window 284,360.00 17,116.60 144,707.00 161,823.60 122,536.40 9 Floor finishes 43,494.00 18,110.00 20,492.50 38,602.50 4,891.50 10 Wall finishes 115,472.00 42,075.00 45,332.80 87,407.80 28,064.20 11 Ceiling finishes 94,845.00 50,781.70 20,875.50 71,657.20 23,187.80 12 Sanitary appliances 79,380.00 - 61,050.00 61,050.00 18,330.00 13 Apron and perimeter drain 37,818.50 7,506.50 19,033.75 26,540.25 11,278.25 14 Internal signages 30,000.00 - 25,000.00 25,000.00 5,000.00

TOTAL 1,969,766.30 445,431.52 1,075,412.45 1,520,843.97 448,922.33

BLOCK B

BLOCK

C

BLOCK

D TOTAL

QTY BLOCK

B BLOCK

C BLOCK

D TOTAL

QTY

BLOCK B

BLOCK

C

BLOCK

D TOTAL

QTY BLOCK

B BLOCK

C BLOCK

D TOTAL

QTY

REF ELEMENT/DESCRIPTION UNIT QTY RATE AMOUNT (RM) LAB. RATE MATL. RATE TOTAL LAB. TOTAL MATL TOTAL MARGIN

3 FRAMEA VRC G25 in column/stiffener M3 124 185.00 22,940.00 26.00 111.00 3,224.00 13,764.00 16,988.00 5,952.00 B Ditto in suspended floor beam M3 290 185.00 53,650.00 26.00 111.00 7,540.00 32,190.00 39,730.00 13,920.00 C Ditto in roof beam M3 88 185.00 16,280.00 26.00 111.00 2,288.00 9,768.00 12,056.00 4,224.00 D Reinforcement bar in column/stiffener Kg 23103 1.85 42,740.55 0.32 1.15 7,392.96 26,568.45 33,961.41 8,779.14 E Ditto in floor beam Kg 76345 1.85 141,238.25 0.32 1.15 24,430.40 87,796.75 112,227.15 29,011.10 F Ditto in roof beam Kg 22297 1.85 41,249.45 0.32 1.15 7,135.04 25,641.55 32,776.59 8,472.86 G Sawn formwork to sides of column/stiffener M2 1229 24.00 29,496.00 13.00 7.00 15,977.00 8,603.00 24,580.00 4,916.00 H Ditto suspended floor beam M2 3368 24.00 80,832.00 13.00 7.00 43,784.00 23,576.00 67,360.00 13,472.00 I Ditto roof beam M2 1064 24.00 25,536.00 13.00 7.00 13,832.00 7,448.00 21,280.00 4,256.00

Sub-total 453,962.25 125,603.40 235,355.75 360,959.15 93,003.10

4 UPPER FLOOR CONSTRUCTIONA 125mm thick suspended floor slab M2 4271 23.00 98,233.00 3.25 13.90 13,880.75 59,366.90 73,247.65 24,985.35 B BRC A10 ditto M2 4403 12.00 52,836.00 1.00 12.60 4,403.00 55,477.80 59,880.80 (7,044.80)C BMC A6 ditto M2 96 12.00 1,152.00 1.00 4.00 96.00 384.00 480.00 672.00 D Sawn formwork to soffit suspended floor slab M2 4271 24.00 102,504.00 13.00 7.00 55,523.00 29,897.00 85,420.00 17,084.00

Sub-total 254,725.00 73,902.75 145,125.70 219,028.45 35,696.55

5 ROOF STRUCTURE AND COVERINGA Roof Structure (prefabricated roof trusses) M2 2466 38.00 93,708.00 5.80 32.00 14,302.80 78,912.00 93,214.80 493.20 B 125mm thick VRC G25 in roof slab M2 95 19.00 1,805.00 3.60 15.30 342.00 1,453.50 1,795.50 9.50 C Concrete roof covering, sisalation, wiremesh and e M2 2466 43.00 106,038.00 4.30 23.20 10,603.80 57,211.20 67,815.00 38,223.00

**D Fascia board and painting M 413 15.00 6,195.00 6.00 5.00 2,478.00 2,065.00 4,543.00 1,652.00 E Gutter and rainwater downpipe M 413 45.00 18,585.00 2.00 10.00 826.00 4,130.00 4,956.00 13,629.00

Sub-total 226,331.00 28,552.60 143,771.70 172,324.30 54,006.70

BLOK AKADEMIK (B,C & D)

REF. ELEMENT/DESCRIPTION

TENDER BUDGET ACTUAL

UNIT BLOCK B BLOCK C BLOCK D TOTAL QTY RATE AMOUNT BLOCK B BLOCK C BLOCK D TOTAL QTY LAB. RATE MATE. RATE TOTAL LAB TOTAL MATT TOTAL MARGIN

BLOK B BLOK C BLOK D QUANTITY

LAB. RATE MATE. RATE SUB RATE QTY % W/DONE QTY % W/DONE QTY % W/DONE % x W/DONE TOTAL QTY W/DONE

2 FRAME

A VRC G25 in column/stiffener M3 55 47 22 124 185.00 22,940.00 55 47 22 124 26.00 111.00 3,224.00 13,764.00 16,988.00 5,952.00 55 0 47 0 22 0 124 0 0 0B Ditto in suspended floor beam M3 128 110 52 290 185.00 53,650.00 128 110 52 290 26.00 111.00 7,540.00 32,190.00 39,730.00 ### 167 0 144 0 40 0 351 0 0 0C Ditto in roof beam M3 39 33 16 88 185.00 16,280.00 39 33 16 88 26.00 111.00 2,288.00 9,768.00 12,056.00 4,224.00 34 0 38 0 14 0 86 0 0 0D Reinforcement bar in column/stiffener Kg 10,165 8,779 4,159 23,103 1.85 42,740.55 10,165 8,779 4,159 23,103 0.32 1.15 7,392.96 26,568.45 33,961.41 8,779.14 0 0 0 0 0 0 0

Y25 Kg 10992 0 10992R8 Kg 1984 0 1984

E Ditto in floor beam Kg 33,592 29,011 13,742 76,345 1.85 141,238.25 33,592 29,011 13,742 76,345 0.32 1.15 24,430.40 87,796.75 ### ### 0 0 0 0 0 0 0Y20 Kg 1813Y25 Kg 28809R10 Kg

F Ditto in roof beam Kg 9,811 8,473 4,013 22,297 1.85 41,249.45 9,811 8,473 4,013 22,297 0.32 1.15 7,135.04 25,641.55 32,776.59 8,472.86 0 0 0 0 0 0 0

G Sawn formwork to sides of column/stiffener M2 541 467 221 1,229 24.00 29,496.00 541 467 221 1,229 13.00 7.00 15,977.00 8,603.00 24,580.00 4,916.00 0 0 0 0 0 0 0H Ditto suspended floor beam M2 1,482 1,280 606 3,368 24.00 80,832.00 1,482 1,280 606 3,368 13.00 7.00 43,784.00 23,576.00 67,360.00 ### 1315 0 1644 0 572 0 3531 0 0 0I Ditto roof beam M2 468 404 192 1,064 24.00 25,536.00 468 404 192 1,064 13.00 7.00 13,832.00 7,448.00 21,280.00 4,256.00 584 0 485 0 210 0 1279 0 0 0

Sub-total ### ### ### ### ### 0 0 0 0

4 UPPER FLOOR CONSTRUCTION

A 125mm thick suspended floor slab M2 1,879 1,623 769 4,271 23.00 98,233.00 1,879 1,623 769 4,271 3.25 13.90 13,880.75 59,366.90 73,247.65 ### 0 0 0 0 0 0 0B BRC A10 ditto M2 1,937 1,673 793 4,403 12.00 52,836.00 1,937 1,673 793 4,403 1.00 12.60 4,403.00 55,477.80 59,880.80 ### 0 0 0 0 0 0 0C BMC A6 ditto M2 42 37 17 96 12.00 1,152.00 42 37 17 96 1.00 4.00 96.00 384.00 480.00 672.00 0 0 0 0 0 0 0D Sawn formwork to soffit suspended floor slab M2 1,879 1,623 769 4,271 24.00 102,504.00 1,879 1,623 769 4,271 13.00 7.00 55,523.00 29,897.00 85,420.00 ### 0 0 0 0 0 0 0

Sub-total ### ### ### ### ### 0 0 0 0

5 ROOF STRUCTURE AND COVERING

A Roof Structure (prefabricated roof trusses) M2 1,085 937 444 2,466 38.00 93,708.00 1,085 937 444 2,466 5.80 32.00 14,302.80 78,912.00 93,214.80 493.20 0 0 0 0 0 0 0B 125mm thick VRC G25 in roof slab M2 42 36 17 95 19.00 1,805.00 42 36 17 95 3.60 15.30 342.00 1,453.50 1,795.50 9.50 0 0 0 0 0 0 0C Concrete roof covering, sisalation, wiremesh M2 1,085 937 444 2,466 43.00 106,038.00 1,085 937 444 2,466 4.30 23.20 10,603.80 57,211.20 67,815.00 ### 0 0 0 0 0 0 0D Fascia board and painting M 182 157 74 413 15.00 6,195.00 182 157 74 413 6.00 5.00 2,478.00 2,065.00 4,543.00 1,652.00 0 0 0 0 0 0 0E Gutter and rainwater downpipe M 182 157 74 413 45.00 18,585.00 182 157 74 413 2.00 10.00 826.00 4,130.00 4,956.00 ### 0 0 0 0 0 0 0

Sub-total ### ### ### ### ### 0 0 0 0

TOTAL LAB. RATE

TOTAL MATE. RATE QTY

W/DONE QTY

W/DONE

ACTUAL GROSS REMARKS

TOTAL SUB. RATE

TOTAL AMOUNT

PROFIT BUDGET

PROFIT ACTUAL

REF ELEMENT/DESCRIPTION UNIT QTY RATE AMOUNT (RM) LAB. RATE MATL. RATE TOTAL LAB. TOTAL MATL TOTAL MARGIN

6 STAIRCASES AND FINISHESA VRC G25 in staircase M3 18 185.00 3,330.00 26.00 111.00 468.00 1,998.00 2,466.00 864.00 B Ditto in landing beam M3 5 185.00 925.00 26.00 111.00 130.00 555.00 685.00 240.00 C Ditto in landing slab M3 161 185.00 29,785.00 26.00 111.00 4,186.00 17,871.00 22,057.00 7,728.00 D Reinforcement in staircase KG 3439 1.85 6,362.15 0.32 1.15 1,100.48 3,954.85 5,055.33 1,306.82 E Ditto in landing beam KG 2071 1.85 3,831.35 0.32 1.15 662.72 2,381.65 3,044.37 786.98 F Ditto in landing slab KG 7374 1.85 13,641.90 0.32 1.15 2,359.68 8,480.10 10,839.78 2,802.12 G Sawn formwork to sloping soffit of staircase M2 105 24.00 2,520.00 13.00 7.00 1,365.00 735.00 2,100.00 420.00 H Ditto of landing beam M2 66 24.00 1,584.00 13.00 7.00 858.00 462.00 1,320.00 264.00 I Ditto of landing slab M2 161 24.00 3,864.00 13.00 7.00 2,093.00 1,127.00 3,220.00 644.00 J Ditto to undercut of riser M 358 8.00 2,864.00 0.65 0.30 232.70 107.40 340.10 2,523.90 K Ditto to raking open string M 63 8.00 504.00 0.65 0.30 40.95 18.90 59.85 444.15 L Staircases finishes and railing Flight 8 1,500.00 12,000.00 1,400.00 - 11,200.00 11,200.00 800.00

Sub-total 81,211.40 13,496.53 48,890.90 62,387.43 18,823.97

7 EXTERNAL WALLSA 115mm thick common brickwall M2 2212 26.00 57,512.00 7.10 17.00 15,705.20 37,604.00 53,309.20 4,202.80 B Damp proof course M 881 2.00 1,762.00 1.00 - 881.00 881.00 881.00 C 6mm bonding ties No 1200 0.60 720.00 0.30 - 360.00 360.00 360.00 D Mild steel railing M 100 120.00 12,000.00 118.00 - 11,800.00 11,800.00 200.00 E 50mm Upvc spout pipe 250mm long No 120 20.00 2,400.00 0.50 1.00 60.00 120.00 180.00 2,220.00

Sub-total 74,394.00 15,765.20 50,765.00 66,530.20 7,863.80

8 INTERNAL WALLSA 115mm thick common brickwall M2 881 26.00 22,906.00 7.10 17.00 6,255.10 14,977.00 21,232.10 1,673.90 B Damp proof course 114mm Wide M 239 2.00 478.00 1.00 - 239.00 239.00 239.00 C 6mm bonding ties No 300 0.60 180.00 0.30 - 90.00 90.00 90.00

Sub-total 23,564.00 6,255.10 15,306.00 21,561.10 2,002.90

REF ELEMENT/DESCRIPTION UNIT QTY RATE AMOUNT (RM) LAB. RATE MATL. RATE TOTAL LAB. TOTAL MATL TOTAL MARGIN

9 DOOR AND WINDOWSA One hour fire-rated door c/w framing size 900 x 2100 No 9 550.00 4,950.00 28.00 605.00 252.00 5,445.00 5,697.00 (747.00)B Single flush door c/w framing size 900 x 2550 No 11 780.00 8,580.00 23.00 268.00 253.00 2,948.00 3,201.00 5,379.00 C Ditto c/w glass panel & framing size 900 x 2100 No 2 500.00 1,000.00 23.00 270.00 46.00 540.00 586.00 414.00 D Double flush door c/w framing size 1800x 2550 No 72 1,600.00 115,200.00 50.00 536.00 3,600.00 38,592.00 42,192.00 73,008.00 E Ditto c/w glass panel & framing size 1800 x 2100 No 0 340.00 - 23.00 270.00 - - - - F PVC door size 750 x 2100 No 75 120.00 9,000.00 20.00 128.00 1,500.00 9,600.00 11,100.00 (2,100.00)G Sliding door size 1800 x 2550 No 22 800.00 17,600.00 790.00 - 17,380.00 17,380.00 220.00 H Aluminium framed casement window size 1800 x 1800 No 0 900.00 - 560.00 - - - - I Ditto size 3600 x 1800 No 0 1,800.00 - 1,120.00 - - - - J Ditto size 4800 x 1800 No 0 2,400.00 - 1,490.00 - - - - K Ditto size 1800 x 1200 No 0 600.00 - 372.00 - - - - L Ditto size 3600 x 1200 No 0 1,200.00 - 745.00 - - - - M Ditto size 4800 x 1200 No 0 1,600.00 - 1,000.00 - - - - N Ditto size 5550 x 2500 No 0 3,850.00 - 2,400.00 - - - - O Aluminium framed top hung size 1800 x 600 No 0 300.00 - 200.00 - - - - P Ditto size 3600 x 600 No 0 600.00 - 400.00 - - - - Q Ditto size 4800 x 600 No 0 800.00 - 500.00 - - - - R Timber frame top hung size 1800 x 600 No 20 130.00 2,600.00 116.00 - 2,320.00 2,320.00 280.00 S Ditto size 3600 x 600 No 3 260.00 780.00 232.00 - 696.00 696.00 84.00 T Ditto size 4800 x 600 No 3 350.00 1,050.00 310.00 - 930.00 930.00 120.00 U Adjustable louvres window size 600 x 1200 No 64 150.00 9,600.00 11.65 67.00 745.60 4,288.00 5,033.60 4,566.40 V Ditto size 1200 x 1200 No 0 250.00 - 23.30 134.00 - - - - W Ditto size 1200 x 1800 No 0 380.00 - 35.00 201.00 - - - - X Ditto size 1800 x 1800 No 102 550.00 56,100.00 52.00 302.00 5,304.00 30,804.00 36,108.00 19,992.00 Y Ditto size 3600 x 1800 No 9 1,100.00 9,900.00 104.00 604.00 936.00 5,436.00 6,372.00 3,528.00 Z Ditto size 4800 x 1800 No 32 1,500.00 48,000.00 140.00 804.00 4,480.00 25,728.00 30,208.00 17,792.00

Sub-total 284,360.00 17,116.60 144,707.00 161,823.60 122,536.40

REF ELEMENT/DESCRIPTION UNIT QTY RATE AMOUNT (RM) LAB. RATE MATL. RATE TOTAL LAB. TOTAL MATL TOTAL MARGIN

10 FLOOR FINISHESA 20mm Thick cement paving M2 2463 8.00 19,704.00 5.00 2.50 12,315.00 6,157.50 18,472.50 1,231.50 B Homogeneous tiles with screed M2 0 65.00 - 21.00 46.25 - - - - C Carpet M2 0 35.00 - 5.00 20.00 - - - - D Ceramic tiles ditto M2 305 60.00 18,300.00 19.00 19.00 5,795.00 5,795.00 11,590.00 6,710.00 E Cementitious water proofing system M2 305 18.00 5,490.00 28.00 - 8,540.00 8,540.00 (3,050.00)

Sub-total 43,494.00 18,110.00 20,492.50 38,602.50 4,891.50

11 WALL FINISHESA 20mm Thick c.s. plaster to wall & column M2 6186 8.00 49,488.00 6.00 2.50 37,116.00 15,465.00 52,581.00 (3,093.00)B Emulsion paint to internally plastered wall M2 3974 4.50 17,883.00 2.80 - 11,127.20 11,127.20 6,755.80 C Weather sheild paint to externally ditto M2 2212 5.50 12,166.00 2.80 - 6,193.60 6,193.60 5,972.40 D Ceramic wall tiles with screed M2 261 65.00 16,965.00 19.00 19.00 4,959.00 4,959.00 9,918.00 7,047.00 E Acoustic treatment M2 271 70.00 18,970.00 28.00 - 7,588.00 7,588.00 11,382.00

Sub-total 115,472.00 42,075.00 45,332.80 87,407.80 28,064.20

12 CEILING FINISHESA 20mm Thick c.s. plaster to soffit of slab M2 4283 8.00 34,264.00 6.00 2.50 25,698.00 10,707.50 36,405.50 (2,141.50)B Asbestos free ceiling sheet M2 1271 28.00 35,588.00 7.50 8.00 9,532.50 10,168.00 19,700.50 15,887.50 C Emulsion paint to plastered surfaces M2 4283 4.50 19,273.50 2.80 11,992.40 - 11,992.40 7,281.10 D Ditto to asbestos ceiling M2 1271 4.50 5,719.50 2.80 3,558.80 - 3,558.80 2,160.70

Sub-total 94,845.00 50,781.70 20,875.50 71,657.20 23,187.80 13 PLUMBING AND SANITARY FITTINGSA Cold water plumbing ( under M & E) LS 1 10,000.00 8,000.00 - 8,000.00 8,000.00 2,000.00 B Soil and waste plumbing ( under M & E) LS 1 12,000.00 10,000.00 - 10,000.00 10,000.00 2,000.00 C Water tank ( under M & E) LS 1 2,000.00 1,800.00 - 1,800.00 1,800.00 200.00 D Squatting WC complete with stool No 36 350.00 12,600.00 225.00 - 8,100.00 8,100.00 4,500.00 E Pedestal WC No 57 300.00 17,100.00 340.00 - 19,380.00 19,380.00 (2,280.00)F Mirror No 12 60.00 720.00 75.00 - 900.00 900.00 (180.00)G Wash hand basin with counter top No 78 320.00 24,960.00 165 - 12,870.00 12,870.00 12,090.00 H Kitchen sink No 0 250.00 - 200 - - - - I Dentist vanity basin No 0 1,700.00 - 1650 - - - -

Sub-total 79,380.00 - 61,050.00 61,050.00 18,330.00

REF ELEMENT/DESCRIPTION UNIT QTY RATE AMOUNT (RM) LAB. RATE MATL. RATE TOTAL LAB. TOTAL MATL TOTAL MARGIN

14 APRON AND PERIMETER DRAINA Exc. oversite 250mm deep M2 705 2.50 1,762.50 2.15 - 1,515.75 1,515.75 246.75 B 150mm Thick hardcore M2 705 8.30 5,851.50 2.50 6.50 1,762.50 4,582.50 6,345.00 (493.50)C 100mm Thick VRC G25 apron slab M2 705 18.50 13,042.50 2.60 11.10 1,833.00 7,825.50 9,658.50 3,384.00 D One layer fabric reinforcement M2 705 12.00 8,460.00 1.00 4.00 705.00 2,820.00 3,525.00 4,935.00 E 230mm half round perimeter drain M 229 38.00 8,702.00 14.00 10.00 3,206.00 2,290.00 5,496.00 3,206.00

37,818.50 7,506.50 19,033.75 26,540.25 11,278.25 Sub-total

15 INTERNAL SIGNAGESA Internal signages/lettering Ls 1 30,000.00 25,000.00 - 25,000.00 25,000.00 5,000.00

30,000.00 - 25,000.00 25,000.00 5,000.00