Cost Control Spreadsheet - Blk A

ADMINISTRATION BLOCK( BLOCK A )

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

BLOK PENTADBIRAN

TENDER BUDGET ACTUAL PROFIT

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

SUMMARY

1 Piling works 139,519.00 153,973.00 11,300.00 165,273.00 (25,754.00) - - 82,121.24 82,121.24 (25,754.00) 57,397.76 2 Work Below Lowest Floor Level 145,740.00 36,905.90 87,050.00 123,955.90 21,784.10 26,353.51 118,298.54 20,408.00 165,060.04 21,784.10 (19,320.04)3 Frame 271,696.45 77,041.04 138,790.55 215,831.59 55,864.86 2,794.27 10,951.61 7,063.20 20,809.07 24,217.38 101,038.28 4 Upper Floor Construction 233,055.00 61,564.25 147,494.10 209,058.35 23,996.65 - 5 Roof and roof covering 161,442.00 20,278.20 102,641.40 122,919.60 38,522.40 - 6 Staircases 29,397.25 4,865.00 17,790.95 22,655.95 6,741.30 - 7 External wall 46,105.20 8,545.80 32,924.60 41,470.40 4,634.80 - 8 Internal wall and partition 16,243.20 4,323.90 10,557.60 14,881.50 1,361.70 - 9 Door and window 174,960.00 1,844.00 102,214.00 104,058.00 70,902.00 -

10 Floor finishes 30,044.00 14,904.00 13,590.00 28,494.00 1,550.00 - 11 Wall finishes 54,498.00 24,059.00 21,529.20 45,588.20 8,909.80 - 12 Ceiling finishes 58,572.50 27,799.60 13,316.50 41,116.10 17,456.40 - 13 Sanitary appliances 26,940.00 - 23,000.00 23,000.00 3,940.00 - 14 Apron and perimeter drain 15,699.20 2,830.40 8,305.00 11,135.40 4,563.80 - 15 Internal signages 15,000.00 - 13,000.00 13,000.00 2,000.00 -

TOTAL 1,418,911.80 438,934.09 743,503.90 1,182,437.99 236,473.81 29,147.77 129,250.14 109,592.44 267,990.35 20,247.48 139,116.00

TOTAL SUB RATE

ADMINISTRATION BLOCK

REF ELEMENT/DESCRIPTION UNIT QTY TENDER BUDGET ACTUAL GROSS REMARKS LAB. RATE MATL. RATE TOTAL LAB. TOTAL MATL TOTAL MARGIN QTY LABOUR MATERIAL TOTAL RATE AMOUNT PROFIT

RATE AMOUNT (RM) BUDGET ACTUAL

1 PILING WORKS A Mobilisation equipments & demobilisation LS 1 2,000.00 1,800.00 - 1,800.00 1,800.00 200.00 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 (8,500.00) LS 5,227.00 5,227.00 (8,500.00) (4,227.00)C Supply PC G45 250mm x 250mm piles M 2877 32.00 92,064.00 40.00 115,080.00 - 115,080.00 (23,016.00)

12m extension NO 118 - - 320.00 37,760.00 9m extension NO 58 - - 278.78 16,169.24

53,929.24 (23,016.00) 38,134.76 D Handle,transport and pitch for 250mm x 250mm piles No 274 6.00 1,644.00 9.00 2,466.00 - 2,466.00 (822.00) 0 - - - - (822.00) 1,644.00 rate incl. In drive E Drive only for 250mm x 250mm piles M 2877 8.00 23,016.00 6.00 17,262.00 - 17,262.00 5,754.00 1968 - - 7.00 13,776.00 5,754.00 9,240.00 F Jointing/extension for 250mm x 250mm piles No 137 15.00 2,055.00 20.00 2,740.00 - 2,740.00 (685.00) 91 - - 21.00 1,911.00 (685.00) 144.00 G Cut off pile head for 250mm x 250mm piles No 137 20.00 2,740.00 25.00 3,425.00 - 3,425.00 (685.00) - (685.00)

Chainsaw No 18 35.00 630.00 Hacking No 79 20.00 1,580.00

2,210.00 - 530.00 H Preliminary testing No 2 4,500.00 9,000.00 3,500.00 7,000.00 - 7,000.00 2,000.00 LS 1,068.00 1,068.00 2,000.00 7,932.00 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 prelime test

Sub-total 139,519.00 153,973.00 11,300.00 165,273.00 (25,754.00) 82,121.24 (25,754.00) 57,397.76

BLOK PENTADBIRAN

TENDER BUDGET ACTUAL GROSS REMARKS

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

2 WORK BELOW LOWEST FLOOR LEVEL

A Exc. oversite 250mm deep M2 1230 2.50 3,075.00 2.00 - 2,460.00 2,460.00 1,230.00 100% 1,230.00 - - 2.00 - - 2,460.00 2,460.00 615.00 615.00

B Exc. pile caps/footing not exc. 1.50m deep M3 114 8.50 969.00 8.00 912.00 - 912.00 114.00 100% 114.00 - - 6.00 - - 684.00 684.00 57.00 285.00

C Ditto exc. 3.00m deep M3 4 10.00 40.00 8.00 32.00 - 32.00 4.00 100% 4.00 - - 8.00 - - 32.00 32.00 8.00 8.00

D Exc. for ground beam ditto M3 102 8.50 867.00 8.00 816.00 - 816.00 102.00 100% 102.00 - - 8.00 - - 816.00 816.00 51.00 51.00

E 150mm thick hardcore M2 1230 8.50 10,455.00 2.50 5.70 3,075.00 7,011.00 10,086.00 1,062.00 100% 1,062.00 2.00 2.10 - 2,124.00 2,230.20 - 4,354.20 369.00 6,100.80

F 50mm thick lean concrete G15 beneath pile cap M2 76 7.00 532.00 1.30 5.50 98.80 418.00 516.80 80.00 100% 80.00 2.00 5.50 - 160.00 440.00 - 600.00 15.20 (68.00) diff. qty

G 50mm ditto ground beam M2 161 7.00 1,127.00 1.30 5.50 209.30 885.50 1,094.80 100.00 100% 100.00 2.00 5.50 - 200.00 550.00 - 750.00 32.20 377.00

H VRC G25 in pile cap/pad footing M3 43 185.00 7,955.00 28.60 122.10 1,229.80 5,250.30 6,480.10 - 0% - - - - - - - - 1,474.90 7,955.00

I Ditto Column stumps M3 8 185.00 1,480.00 28.60 122.10 228.80 976.80 1,205.60 - 0% - - - - - - - - 274.40 1,480.00

J Ditto ground beam M3 94 185.00 17,390.00 28.60 122.10 2,688.40 11,477.40 14,165.80 71.00 100% 71.00 23.50 111.00 - 1,668.50 7,881.00 - 9,549.50 3,224.20 7,840.50

K Ditto 125mm thick in ground floor slab M2 1230 18.50 22,755.00 3.60 15.30 4,428.00 18,819.00 23,247.00 568.00 100% 568.00 23.50 111.00 - 13,348.00 63,048.00 - 76,396.00 (492.00) (53,641.00) diff. Qty

VRC G30 in pile cap/pad footing M3 58.99 100% 58.99 23.50 117.50 - 1,386.27 6,931.33 - 8,317.59 - (8,317.59) diff. Concrete

L Reinforcement bar in pile cap/footing Kg 1769 1.85 3,272.65 0.32 1.15 566.08 2,034.35 2,600.43 - 0% - - - - - - - - 672.22 3,272.65

Y 16 Kg 3,088.00 100% 3,088.00 0.29 1.12 - 895.52 3,458.56 - 4,354.08 - (4,354.08) diff. qty

R 10 Kg 295.00 100% 295.00 0.29 1.19 - 85.55 351.05 - 436.60 - (436.60) diff. qty

M Reinforcement in column stumps Kg 2598 1.85 4,806.30 0.32 1.15 831.36 2,987.70 3,819.06 - 0% - - - - - - - - 987.24 4,806.30

N Reinforcement in ground beam Kg 15373 1.85 28,440.05 0.32 1.15 4,919.36 17,678.95 22,598.31 - 0% - - - - - - - - 5,841.74 28,440.05

Y16 Kg 123.00 100% 123.00 0.29 1.12 - 35.67 137.76 - 173.43 - (173.43) diff. qty

Y20 Kg 1,313.00 100% 1,313.00 0.29 1.12 - 380.77 1,470.56 - 1,851.33 - (1,851.33) diff. qty

Y25 Kg 13,128.00 100% 13,128.00 0.29 1.12 - 3,807.12 14,703.36 - 18,510.48 - (18,510.48) diff. qty

R10 Kg 2,719.00 100% 2,719.00 0.29 1.19 - 788.51 3,235.61 - 4,024.12 - (4,024.12) diff. qty

- -

O BRC B6 in floor slab M2 1230 12.00 14,760.00 1.10 7.20 1,353.00 8,856.00 10,209.00 - 0% - - - - - - - - 4,551.00 14,760.00

BRC A10 in floor slab M2 1,155.00 100% 1,155.00 1.00 10.87 - 1,155.00 12,554.85 - 13,709.85 - (13,709.85) diff. qty

P Sawn formwork to sides of pile cap/footing M2 129 24.00 3,096.00 13.00 7.00 1,677.00 903.00 2,580.00 165.00 100% 165.00 - - 18.00 - - 2,970.00 2,970.00 516.00 126.00

Q Ditto column stump M2 79 24.00 1,896.00 13.00 7.00 1,027.00 553.00 1,580.00 79.00 100% 79.00 - - 18.00 - - 1,422.00 1,422.00 316.00 474.00

R Ditto ground beam M2 787 24.00 18,888.00 13.00 7.00 10,231.00 5,509.00 15,740.00 609.00 100% 609.00 - - 18.00 - - 10,962.00 10,962.00 3,148.00 7,926.00

S 0.25mm thick damp proof membrance M2 1230 2.00 2,460.00 0.50 1.00 615.00 1,230.00 1,845.00 1,062.00 100% 1,062.00 0.30 1.23 - 318.60 1,306.26 - 1,624.86 615.00 835.14

T Prepare and apply termite treatment M2 1230 1.20 1,476.00 1.60 1,968.00 - 1,968.00 1,062.00 100% 1,062.00 - - 1.00 - - 1,062.00 1,062.00 (492.00) 414.00

Sub-total 145,740.00 36,905.90 87,050.00 123,955.90 26,353.51 118,298.54 20,408.00 165,060.04 21,784.10 (19,320.04)

LAB. RATE

MATL. RATE

% W/DONE

LAB. RATE

MATE. RATE

SUB. RATE PROFIT ACTUAL

BLOK PENTADBIRAN

TENDER BUDGET ACTUAL GROSS REMARKS

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

3 FRAMEA VRC G25 in column/stiffener M3 86 185.00 15,910.00 26.00 111.00 2,236.00 9,546.00 11,782.00 - - - - - 4,128.00 15,910.00

VRC G30 in column/stiffener 86.00 45% 38.70 23.50 117.50 909.45 4,547.25 - 5,456.70 - (5,456.70)

B VRC G25 in suspended floor beam M3 174 185.00 32,190.00 26.00 111.00 4,524.00 19,314.00 23,838.00 329.00 0% - 23.50 111.00 - - - - - -

C Ditto in roof beam M3 83 185.00 15,355.00 26.00 111.00 2,158.00 9,213.00 11,371.00 12.00 0% - 23.50 111.50 - - - - - -

D Reinforcement bar in column/stiffener Kg 10946 1.85 20,250.10 0.32 1.15 3,502.72 12,587.90 16,090.62 - - - - - 4,159.48 20,250.10

Y16 Kg 225.00 45% 101.25 0.29 1.12 29.36 113.40 - 142.76 - (142.76)

Y25 Kg 16,334.00 45% 7,350.30 0.29 1.12 2,131.59 8,232.34 - 10,363.92 - (10,363.92)

R8 Kg 5,078.00 45% 2,285.10 0.29 1.19 662.68 2,719.27 - 3,381.95 - (3,381.95)

E Ditto in floor beam Kg 35132 1.85 64,994.20 0.32 1.15 11,242.24 40,401.80 51,644.04 - - - - - 13,350.16 64,994.20

Y16 Kg 322.00 0% - 0.29 1.12 - - - - - -

Y20 Kg 600.00 0% - 0.29 1.12 - - - - - -

Y25 Kg 36,102.00 0% - 0.29 1.12 - - - - - -

R10 Kg 6,485.00 0% - 0.29 1.19 - - - - - -

F Ditto in roof beam Kg 19419 1.85 35,925.15 0.32 1.15 6,214.08 22,331.85 28,545.93 - - - - - 7,379.22 35,925.15

Y16 Kg 1,246.00 0% - 0.29 1.12 - - - - - -

Y20 Kg 8,445.00 0% - 0.29 1.12 - - - - - -

Y25 Kg 604.00 0% - 0.29 1.12 - - - - - -

R10 Kg 2,445.00 0% - 0.29 1.19 - - - - - -

G Sawn formwork to sides of column/stiffener M2 872 24.00 20,928.00 13.00 7.00 11,336.00 6,104.00 17,440.00 872.00 45% 392.40 18.00 - - 7,063.20 7,063.20 3,488.00 13,864.80

H Ditto suspended floor beam M2 1771 24.00 42,504.00 13.00 7.00 23,023.00 12,397.00 35,420.00 1,553.00 0% - 18.00 - - - - - -

I Ditto roof beam M2 985 24.00 23,640.00 13.00 7.00 12,805.00 6,895.00 19,700.00 851.00 0% - 18.00 - - - - - -

Sub-total 271,696.45 77,041.04 138,790.55 215,831.59 2,794.27 10,951.61 7,063.20 20,809.07 24,217.38 101,038.28

4 UPPER FLOOR CONSTRUCTIONA 125mm thick suspended floor slab M2 3417 23.00 78,591.00 3.25 13.90 11,105.25 47,496.30 58,601.55 2,232.00 0% - - - - - - -

B BRC A10 ditto M2 6038 12.00 72,456.00 1.00 12.60 6,038.00 76,078.80 82,116.80 4,338.00 0% - - - - - - -

C BMC A6 ditto M2 0 12.00 - 1.00 4.00 - - - 0% - - - - - - -

D Sawn formwork to soffit suspended floor slab M2 3417 24.00 82,008.00 13.00 7.00 44,421.00 23,919.00 68,340.00 2,108.00 0% - - - - - - -

Sub-total 233,055.00 61,564.25 147,494.10 209,058.35 - - - - - -

5 ROOF STRUCTURE AND COVERINGA Roof Structure (prefabricated roof trusses) M2 1782 38.00 67,716.00 5.80 32.00 10,335.60 57,024.00 67,359.60 0% - - - - - - -

B 125mm thick VRC G25 in roof slab M2 0 19.00 - 3.60 15.30 - - - 0% - - - - - - -

C Concrete roof covering, sisalation, wiremesh M2 1782 43.00 76,626.00 4.30 23.20 7,662.60 41,342.40 49,005.00 0% - - - - - - -

**D Fascia board and painting M 285 15.00 4,275.00 6.00 5.00 1,710.00 1,425.00 3,135.00 0% - - - - - - -

E Gutter and rainwater downpipe M 285 45.00 12,825.00 2.00 10.00 570.00 2,850.00 3,420.00 0% - - - - - - -

Sub-total 161,442.00 20,278.20 102,641.40 122,919.60 - - - - - -

MATL. RATE

% W/DONE

QTY W/DONE

LAB. RATE

MATE. RATE

SUB. RATE

TOTAL MATE

TOTAL SUB

TOTAL AMOUNT

PROFIT BUDGET

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 14 185.00 2,590.00 26.00 111.00 364.00 1,554.00 1,918.00 672.00 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 38 185.00 7,030.00 26.00 111.00 988.00 4,218.00 5,206.00 1,824.00 D Reinforcement in staircase KG 1793 1.85 3,317.05 0.32 1.15 573.76 2,061.95 2,635.71 681.34 E Ditto in landing beam KG 846 1.85 1,565.10 0.32 1.15 270.72 972.90 1,243.62 321.48 F Ditto in landing slab KG 1506 1.85 2,786.10 0.32 1.15 481.92 1,731.90 2,213.82 572.28 G Sawn formwork to sloping soffit of staircase M2 48 24.00 1,152.00 13.00 7.00 624.00 336.00 960.00 192.00 H Ditto of landing beam M2 62 24.00 1,488.00 13.00 7.00 806.00 434.00 1,240.00 248.00 I Ditto of landing slab M2 38 24.00 912.00 13.00 7.00 494.00 266.00 760.00 152.00 J Ditto to undercut of riser M 165 8.00 1,320.00 0.65 0.30 107.25 49.50 156.75 1,163.25 K Ditto to raking open string M 39 8.00 312.00 0.65 0.30 25.35 11.70 37.05 274.95 L Staircases finishes and railing Flight 4 1,500.00 6,000.00 1,400.00 - 5,600.00 5,600.00 400.00

Sub-total 29,397.25 4,865.00 17,790.95 22,655.95 6,741.30

7 EXTERNAL WALLSA 115mm thick common brickwall M2 1198 26.00 31,148.00 7.10 17.00 8,505.80 20,366.00 28,871.80 2,276.20 B Damp proof course M 483 2.00 966.00 1.00 - 483.00 483.00 483.00 C 6mm bonding ties No 652 0.60 391.20 0.30 - 195.60 195.60 195.60 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 80 20.00 1,600.00 0.50 1.00 40.00 80.00 120.00 1,480.00

Sub-total 46,105.20 8,545.80 32,924.60 41,470.40 4,634.80

8 INTERNAL WALLSA 115mm thick common brickwall M2 609 26.00 15,834.00 7.10 17.00 4,323.90 10,353.00 14,676.90 1,157.10 B Damp proof course 114mm Wide M 183 2.00 366.00 1.00 - 183.00 183.00 183.00 C 6mm bonding ties No 72 0.60 43.20 0.30 - 21.60 21.60 21.60

Sub-total 16,243.20 4,323.90 10,557.60 14,881.50 1,361.70


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 5 780.00 3,900.00 23.00 268.00 115.00 1,340.00 1,455.00 2,445.00 C Ditto c/w glass panel & framing size 900 x 2100 No 9 500.00 4,500.00 23.00 270.00 207.00 2,430.00 2,637.00 1,863.00 D Double flush door c/w framing size 1800x 2550 No 19 1,600.00 30,400.00 50.00 536.00 950.00 10,184.00 11,134.00 19,266.00 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 16 120.00 1,920.00 20.00 128.00 320.00 2,048.00 2,368.00 (448.00)G Sliding door size 1800 x 2550 No 0 800.00 - 790.00 - - - - H Aluminium framed casement window size 1800 x 1800 No 38 900.00 34,200.00 560.00 - 21,280.00 21,280.00 12,920.00 I Ditto size 3600 x 1800 No 12 1,800.00 21,600.00 1,120.00 - 13,440.00 13,440.00 8,160.00 J Ditto size 4800 x 1800 No 7 2,400.00 16,800.00 1,490.00 - 10,430.00 10,430.00 6,370.00 K Ditto size 1800 x 1200 No 2 600.00 1,200.00 372.00 - 744.00 744.00 456.00 L Ditto size 3600 x 1200 No 1 1,200.00 1,200.00 745.00 - 745.00 745.00 455.00 M Ditto size 4800 x 1200 No 2 1,600.00 3,200.00 1,000.00 - 2,000.00 2,000.00 1,200.00 N Ditto size 5550 x 2500 No 13 3,850.00 50,050.00 2,400.00 - 31,200.00 31,200.00 18,850.00 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 4 130.00 520.00 116.00 - 464.00 464.00 56.00 S Ditto size 3600 x 600 No 2 260.00 520.00 232.00 - 464.00 464.00 56.00 T Ditto size 4800 x 600 No 0 350.00 - 310.00 - - - - U Adjustable louvres window size 600 x 1200 No 0 150.00 - 11.65 67.00 - - - - 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 0 550.00 - 52.00 302.00 - - - - Y Ditto size 3600 x 1800 No 0 1,100.00 - 104.00 604.00 - - - - Z Ditto size 4800 x 1800 No 0 1,500.00 - 140.00 804.00 - - - -

Sub-total 174,960.00 1,844.00 102,214.00 104,058.00 70,902.00


10 FLOOR FINISHESA 20mm Thick cement paving M2 2293 8.00 18,344.00 5.00 2.50 11,465.00 5,732.50 17,197.50 1,146.50 B Homogeneous tiles with screed M2 114 65.00 7,410.00 21.00 46.25 2,394.00 5,272.50 7,666.50 (256.50)C Carpet M2 0 35.00 - 5.00 20.00 - - - - D Ceramic tiles ditto M2 55 60.00 3,300.00 19.00 19.00 1,045.00 1,045.00 2,090.00 1,210.00 E Cementitious water proofing system M2 55 18.00 990.00 28.00 - 1,540.00 1,540.00 (550.00)

Sub-total 30,044.00 14,904.00 13,590.00 28,494.00 1,550.00

11 WALL FINISHESA 20mm Thick c.s. plaster to wall & column M2 3614 8.00 28,912.00 6.00 2.50 21,684.00 9,035.00 30,719.00 (1,807.00)B Emulsion paint to internally plastered wall M2 2416 4.50 10,872.00 2.80 - 6,764.80 6,764.80 4,107.20 C Weather sheild paint to externally ditto M2 1198 5.50 6,589.00 2.80 - 3,354.40 3,354.40 3,234.60 D Ceramic wall tiles with screed M2 125 65.00 8,125.00 19.00 19.00 2,375.00 2,375.00 4,750.00 3,375.00 E Acoustic treatment M2 0 70.00 - 28.00 - - - -

Sub-total 54,498.00 24,059.00 21,529.20 45,588.20 8,909.80

12 CEILING FINISHESA 20mm Thick c.s. plaster to soffit of slab M2 1909 8.00 15,272.00 6.00 2.50 11,454.00 4,772.50 16,226.50 (954.50)B Asbestos free ceiling sheet M2 1068 28.00 29,904.00 7.50 8.00 8,010.00 8,544.00 16,554.00 13,350.00 C Emulsion paint to plastered surfaces M2 1909 4.50 8,590.50 2.80 5,345.20 - 5,345.20 3,245.30 D Ditto to asbestos ceiling M2 1068 4.50 4,806.00 2.80 2,990.40 - 2,990.40 1,815.60

Sub-total 58,572.50 27,799.60 13,316.50 41,116.10 17,456.40

13 PLUMBING AND SANITARY FITTINGSA Cold water plumbing ( under M & E) LS 1 8,000.00 7,500.00 - 7,500.00 7,500.00 500.00 B Soil and waste plumbing ( under M & E) LS 1 10,000.00 9,500.00 - 9,500.00 9,500.00 500.00 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 10 350.00 3,500.00 225.00 - 2,250.00 2,250.00 1,250.00 E Pedestal WC No 0 300.00 - 340.00 - - - - F Mirror No 4 60.00 240.00 75.00 - 300.00 300.00 (60.00)G Wash hand basin with counter top No 10 320.00 3,200.00 165 - 1,650.00 1,650.00 1,550.00 H Kitchen sink No 0 250.00 - 200 - - - - I Dentist vanity basin No 0 1,700.00 - 1650 - - - -

Sub-total 26,940.00 - 23,000.00 23,000.00 3,940.00


14 APRON AND PERIMETER DRAINA Exc. oversite 250mm deep M2 324 2.50 810.00 2.15 - 696.60 696.60 113.40 B 150mm Thick hardcore M2 324 8.30 2,689.20 2.50 6.50 810.00 2,106.00 2,916.00 (226.80)C 100mm Thick VRC G25 apron slab M2 324 18.50 5,994.00 2.60 11.10 842.40 3,596.40 4,438.80 1,555.20 D One layer fabric reinforcement M2 324 12.00 3,888.00 1.00 4.00 324.00 1,296.00 1,620.00 2,268.00 E 230mm half round perimeter drain M 61 38.00 2,318.00 14.00 10.00 854.00 610.00 1,464.00 854.00

15,699.20 2,830.40 8,305.00 11,135.40 4,563.80 Sub-total

15 INTERNAL SIGNAGESA Internal signages/lettering Ls 1 15,000.00 13,000.00 - 13,000.00 13,000.00 2,000.00

15,000.00 - 13,000.00 13,000.00 2,000.00

Documents

Cost Control Spreadsheet - Blk A