Tagihan 8#22 Agt 11#9,90%#74,11%

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PROJECT : TANJUNG AWAR-AWAR POWER PLAN'S MOSQUE PROJECT

LOCATION : TANJUNG AWAR-AWAR POWER PLAN AREA - TUBAN - EAST JAVA

YEAR : 2011

SPK NUMBER : 01/CWTS/AK.IV/T.AWAR/SPK-SUB/2010

ADDENDUM NUMBER : -

CONTRACTOR : PT. SAKA GRAHA INDONESIA

ADDRESS : JL. KEDINDING LOR II A/33 SURABAYA

CONTRACT VALUE :

PERCENTAGE UP TO REPORT : 8 Date 8-Aug-11 up to Date 22-Aug-11 = 74.11%

LAST PERIOD : Date 23-Jul-11 up to Date 7-Aug-11 = 64.22%THIS PERIOD : = 9.90%

( Rp. ) ( % ) ( Rp. ) ( % )

II MOSQUE BUILDING 94.99% 97.00%

II.1 Excavation & backfilling 37,063,939.72 2.80% 36,591,067.32 98.72% 37,063,939.72 100.00%

II.2 Reinforcement Concrete Work

II.2.1 Foundation and Lower Structure 42,317,471.94 3.19% 42,317,471.94 100.00% 42,317,471.94 100.00%

II.2.2 Upper Structure 123,057,223.53 9.29% 123,057,223.53 100.00% 123,057,223.53 100.00%

II.3 Architectural and Finishing 376,550,728.64 28.42% 296,323,422.93 78.69% 319,986,148.56 84.98%

II.4 Roof 149,777,726.80 11.30% 146,089,511.04 97.54% 149,777,726.80 100.00%

III MOSQUE TOWER 65.24% 68.12%

III.1 Excavation & backfilling 1,760,214.36 0.13% 1,694,078.36 96.24% 1,707,305.56 96.99%

III.2 Reinforcement Concrete Work

III.2.1 Foundation and Lower Structure 9,448,184.99 0.71% 9,448,184.99 100.00% 9,448,184.99 100.00%

III.2.2 Upper Structure 36,520,029.06 2.76% 9,976,434.19 27.32% 14,964,651.29 40.98%

III.3 Architectural and Finishing Work 44,239,728.55 3.34% 5,584,901.76 12.62% 5,584,901.76 12.62%

III.4 Miscellaneous Work 12,991,000.00 0.98% 11,691,900.00 90.00% 11,691,900.00 90.00%

IV MECHANICAL AND ELECTRICAL WORK 22.71% 42.65%

IV.1 MECHANICAL AND ELECTRICAL WORK MOSQUE BUILDING

M/E MOSQUE BUILDING 227,752,088.22 17.19% 102,426,776.81 44.97% 158,586,063.54 69.63%

IV.2 MECHANICAL AND ELECTRICAL WORK MOSQUE TOWER

M/E MOSQUE TOWER 6,213,949.60 0.47% - 0.00% - 0.00%

IV.3 MECHANICAL AND ELECTRICAL WORK SITE DEVELOPMENT

M/E SITE DEVELOPMENT 61,487,387.95 4.64% 14,236,753.99 23.15% 35,864,997.49 58.33%

V SITE DEVELOPMENTSITE DEVELOPMENT 195,744,691.50 14.77% 51,425,759.25 26.27% 71,951,244.00 36.76%

1,325,000,000.00 100.00% 850,863,486.14 64.22% 982,001,759.20 74.11%

TOTAL UNTIL THIS PERIOD 982,001,759.20 74.11%

TOTAL PREVIOUS PERIOD 850,863,486.14 64.22%

TOTAL THIS PERIOD 131,138,273.07 9.90%

Terbilang :

C

RECAPITULATION

1,325,000,000.00Rp

B

LAST PERIOD UNTIL THIS PERIODNO DESCRIPTION

PROGRESSORIGINAL CONTRACT

AMOUNT ( Rp. ) PERCENT ( % )

TOTALA

D

PT. SAKA GRAHA INDONESIAPT. ADHI KARYA (PERSERO) Tbk

( PROJECT MANAGER ) ( QS )( PROJECT MANAGER ) ( PROJECT ENGINEER)

Ir. SLAMET HARIYONO, MT. SEPTAVIANTO, ST. Ir. PRIYONO HARIS B.

DIPERIKSA OLEH,MENYETUJUI, DIPERIKSA OLEH, DIBUAT OLEH,

Seratus Tiga Puluh Satu Juta Seratus Tiga Puluh Delapan Ribu Dua Ratus Tujuh Puluh Tiga, Nol Tujuh Rupiah

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NOTE

8/2/2019 Tagihan 8#22 Agt 11#9,90%#74,11%

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PROJECT : TANJUNG AWAR-AWAR POWER PLAN'S MOSQUE PROJECT

LOCATION : TANJUNG AWAR-AWAR POWER PLAN AREA - TUBAN - EAST JAVA

YEAR : 2011

SPK NUMBER : 01/CWTS/AK.IV/T.AWAR/SPK-SUB/2010

ADDENDUM NUMBER : -

CONTRACTOR : PT. SAKA GRAHA INDONESIA

ADDRESS : JL. KEDINDING LOR II A/33 SURABAYA

CONTRACT VALUE :

PERCENTAGE UP TO REPORT : 8 Date 8-Aug-11 up to Date = 74.11%LAST PERIOD : Date 23-Jul-11 up to Date = 64.22%

THIS PERIOD : = 9.90%

WEEK TO PLAN :

POSITION ON THE PLAN (TIME SCHEDULE)

Q'TY ( % ) Q'TY ( % ) Q'TY ( % )

II MOSQUE BUILDING

II.1 Excavation & backfilling

1 Soil excavation 225.00 m3 25,982.00 5,845,950.00 0.44% 225.00 100.00% - 225.00 100.00%

2 Backfilling 95.00 m3 7,086.00 673,170.00 0.05% 95.00 100.00% - 95.00 100.00%

3 Sand filling under pile cap, tie beam and ground

floor, thickness = 10 cm 6.18 m3 100,385.00 619,877.38 0.05% 6.18 100.00% - 6.18 100.00%

4 Sand-stone filling for ground floor levelling,thickness = 75 Cm 246.92 m3 100,385.00 24,786,780.41 1.87% 246.92 100.00% - 246.92 100.00%

5 Remove of surplus excavated materials from site 23.11 m3 17,715.00 409,437.94 0.03% 23.11 100.00% - 23.11 100.00%

6 Termite control 572.00 m2 8,267.00 4,728,724.00 0.36% 514.80 90.00% 57.20 10.00% 572.00 100.00%

Sub Total 37,063,939.72 2.80% 2.76% 0.04% 2.80%

II.2 Reinforcement Concrete Work

II.2.1 Foundation and Lower Structure

1 Masonry Foundation 79.30 m3 301,155.00 23,881,591.50 1.80% 79.30 100.00% - 79.30 100.00%

2 Strouss Foundation, Circular Cross-Section of

30 Cm Diameter

- Concrete K-250 14.13 m3 - - 0.00% - 0.00% - - 0.00%

- Reinforcement Bar 2,383.84 kg - - 0.00% - 0.00% - - 0.00%

- Strouss Pile 200.00 m1 - - 0.00% - 0.00% - - 0.00%

3 Plain concrete K-175 as described 6.78 m3 53,145.00 360,323.10 0.03% 6.78 100.00% - 6.78 100.00%

4 Pile Cap 225 x 225 x 50 cm

- Concrete K-250 10.12 m3 44,287.50 448,189.50 0.03% 10.12 100.00% - 10.12 100.00%

- Reinforcement Bar 1,477.80 kg 708.60 1,047,169.08 0.08% 1,477.80 100.00% - 1,477.80 100.00%

- Formwork 16.00 m2 53,145.00 850,320.00 0.06% 16.00 100.00% - 16.00 100.00%

5 Pile Cap 150 x 150 x 40 cm

- Concrete K-250 10.80 m3 44,287.50 478,305.00 0.04% 10.80 100.00% - 10.80 100.00%

- Reinforcement Bar 1,211.90 kg 708.60 858,752.34 0.06% 1,211.90 100.00% - 1,211.90 100.00%

- Formwork 10.53 m2 53,145.00 559,497.27 0.04% 10.53 100.00% - 10.53 100.00%

6 Pile Cap 150 x 150 x 35 cm

- Concrete K-250 6.32 m3 44,287.50 279,897.00 0.02% 6.32 100.00% - 6.32 100.00%


- Formwork 16.81 m2 53,145.00 893,282.42 0.07% 16.81 100.00% - 16.81 100.00%

7 Pile Cap 125 x 125 x 35 cm

- Concrete K-250 6.60 m3 44,287.50 292,297.50 0.02% 6.60 100.00% - 6.60 100.00%

- Reinforcement Bar 930.73 kg 708.60 659,517.26 0.05% 930.73 100.00% - 930.73 100.00%

- Formwork 20.99 m2 53,145.00 1,115,619.84 0.08% 20.99 100.00% - 20.99 100.00%8 Tie Beam 20/30

- Concrete K-250 7.98 m3 44,287.50 353,414.25 0.03% 7.98 100.00% - 7.98 100.00%


- Formwork 79.80 m2 53,145.00 4,240,971.00 0.32% 79.80 100.00% - 79.80 100.00%

9 Tie Beam 15/20

- Concrete K-250 3.42 m3 44,287.50 151,463.25 0.01% 3.42 100.00% - 3.42 100.00%


- Formwork 45.59 m2 53,145.00 2,422,806.15 0.18% 45.59 100.00% - 45.59 100.00%

10 Concrete Slab

- Concrete K-175 25.35 m3 44,287.50 1,122,820.99 0.08% 25.35 100.00% - 25.35 100.00%

Sub Total 42,317,471.94 3.19% 3.19% 0.00% 3.19%

II.2.2 Upper Structure

a. Level 1 s/d 5

1 Column 40 x 40 cm

- Concrete K-250 4.74 m3 76,765.00 363,559.04 0.03% 4.74 100.00% - 4.74 100.00%- Reinforcement Bar 733.22 kg 708.60 519,561.66 0.04% 733.22 100.00% - 733.22 100.00%

- Formwork 47.36 m2 88,575.00 4,194,912.00 0.32% 47.36 100.00% - 47.36 100.00%

2 Column 45 x 45 cm

- Concrete K-250 11.99 m3 76,765.00 920,258.82 0.07% 11.99 100.00% - 11.99 100.00%


- Formwork 106.60 m2 88,575.00 9,441,855.49 0.71% 106.60 100.00% - 106.60 100.00%

3 Column 50 x 50 cm tinggi 11.50m'

- Concrete K-250 12.75 m3 100,385.00 1,279,908.75 0.10% 12.75 100.00% - 12.75 100.00%


- Formwork 102.00 m2 94,480.00 9,636,960.00 0.73% 102.00 100.00% - 102.00 100.00%

4 Column 30 x 30 cm

- Concrete K-250 15.12 m3 76,765.00 1,160,686.80 0.09% 15.12 100.00% - 15.12 100.00%


- Formwork 201.55 m2 88,575.00 17,852,255.82 1.35% 201.55 100.00% - 201.55 100.00%5 Beam 20 x 30 cm El. +5.00

- Concrete K-250 4.13 m3 76,765.00 317,039.45 0.02% 4.13 100.00% - 4.13 100.00%


- Formwork 55.05 m2 94,480.00 5,201,397.99 0.39% 55.05 100.00% - 55.05 100.00%

6 Beam 20 x 30 cm El. +6.00

- Concrete K-250 4.13 m3 76,765.00 317,039.45 0.02% 4.13 100.00% - 4.13 100.00%


- Formwork 55.05 m2 94,480.00 5,201,397.99 0.39% 55.05 100.00% - 55.05 100.00%

7 Beam 25 x 35 cm El. +6.00

- Concrete K-250 3.17 m3 76,765.00 243,037.99 0.02% 3.17 100.00% - 3.17 100.00%


- Formwork 34.37 m2 94,480.00 3,247,585.79 0.25% 34.37 100.00% - 34.37 100.00%

8 Beam 15 x 20 cm El. +6.00

- Concrete K-250 6.14 m3 76,765.00 471,337.10 0.04% 6.14 100.00% - 6.14 100.00%

- Reinforcement Bar 2,032.85 kg 708.60 1,440,477.24 0.11% 2,032.85 100.00% - 2,032.85 100.00%- Formwork 81.85 m2 94,480.00 7,732,828.98 0.58% 81.85 100.00% - 81.85 100.00%

9 Beam 20 x 30 cm El. +9.50

- Concrete K-250 3.96 m3 94,480.00 374,140.80 0.03% 3.96 100.00% - 3.96 100.00%


- Formwork 52.79 m2 94,480.00 4,987,296.86 0.38% 52.79 100.00% - 52.79 100.00%

10 Beam 30 x 40 cm El. +9.50

- Concrete K-250 3.60 m3 94,480.00 340,128.00 0.03% 3.60 100.00% - 3.60 100.00%


- Formwork 23.98 m2 94,480.00 2,265,252.48 0.17% 23.98 100.00% - 23.98 100.00%

11 Beam 30 x 40 cm El. +11.50

- Concrete K-250 3.60 m3 100,385.00 361,386.00 0.03% 3.60 100.00% - 3.60 100.00%


- Formwork 23.98 m2 100,385.00 2,406,830.76 0.18% 23.98 100.00% - 23.98 100.00%

12 Concrete Slab El. +6.00

- Concrete K-250 22.80 m3 76,765.00 1,750,242.00 0.13% 22.80 100.00% - 22.80 100.00%


1,325,000,000.00Rp

UNTIL THIS PERIOD

22-Aug-117-Aug-11

WORK PROGRESS REPORT

AMOUNTPERCENT ( %

)UNITQ'TY UNIT PRICENO DESCRIPTION NOTE

PROGRESS

LAST PERIOD THIS PERIOD

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- Formwork 228.00 m2 82,670.00 18,848,760.00 1.42% 228.00 100.00% - 228.00 100.00%


- Concrete K-250 2.55 m3 100,385.00 256,182.52 0.02% 2.55 100.00% - 2.55 100.00%


- Formwork 25.52 m2 82,670.00 2,109,738.40 0.16% 25.52 100.00% - 25.52 100.00%


- Concrete K-250 9.00 m3 76,765.00 690,885.00 0.05% 9.00 100.00% - 9.00 100.00%


- Formwork 100.80 m2 82,670.00 8,333,136.00 0.63% 100.80 100.00% - 100.80 100.00%

Sub Total 123,057,223.53 9.29% 9.29% 0.00% 9.29%

II.3 Architectural and Finishing1 Brick Masonry 1 : 3 Batu Bata Lokal 355.76 m2 64,955.00 23,108,390.80 1.74% 355.76 100.00% - 355.76 100.00%

2 Brick Masonry 1 : 5 Batu Bata Lokal 533.64 m2 62,002.50 33,087,014.10 2.50% 533.64 100.00% - 533.64 100.00%

3 Wall Plaster Work 1 : 3 711.50 m2 23,620.00 16,805,724.48 1.27% 711.50 100.00% - 711.50 100.00%

4 Wall Plaster Work 1 : 5 1,067.26 m2 22,439.00 23,948,157.38 1.81% 1,067.26 100.00% - 1,067.26 100.00%

5 Concrete Plaster Work 398.00 m2 17,715.00 7,050,570.00 0.53% 398.00 100.00% - 398.00 100.00%

6 Practical Concrete Column 2.18 m3 253,915.00 552,265.13 0.04% 2.18 100.00% - 2.18 100.00%

7 Practical Concrete Beam 2.35 m3 242,105.00 568,946.75 0.04% 2.35 100.00% - 2.35 100.00%

8 Ceramic Floor tiles, size 50 x 50 Cm 427.35 m2 119,281.00 50,974,735.35 3.85% 256.41 60.00% 64.10 15.00% 320.51 75.00%

9 Ceramic Floor tiles, size 33.3 x 33.3 Cm 22.08 m2 100,385.00 2,216,500.80 0.17% 13.25 60.00% 3.31 15.00% 16.56 75.00%

10 Ceramic Border tiles, size 3 x 33.3 Cm 98.70 m2 94,480.00 9,325,176.00 0.70% 88.83 90.00% - 88.83 90.00%

11 Ceramic Wall tiles, size 50 x 50 Cm 142.96 m2 129,910.00 18,571,933.60 1.40% 128.66 90.00% - 128.66 90.00%

12 Ceramic Wall tiles, size 33.3 x 50 Cm 80.10 m2 129,910.00 10,405,791.00 0.79% 48.06 60.00% 12.02 15.00% 60.08 75.00%

13 Ceramic Wall tiles, size 40 x 40 Cm 36.00 m2 118,100.00 4,251,600.00 0.32% 32.40 90.00% - 32.40 90.00%

14 Ceramic Border tiles, size 16.5 x 50 Cm 104.67 m2 88,575.00 9,271,145.25 0.70% 94.20 90.00% - 94.20 90.00%

15 Exterior wall painting ex. Dulux Water Sheald 1,074.34 m2 17,715.00 19,031,933.10 1.44% 966.91 90.00% - 966.91 90.00%

16 Interior wall painting ex. ICI Catylac 927.23 m2 10,038.50 9,307,998.36 0.70% 834.51 90.00% - 834.51 90.00%

17 Ceiling painting ex. ICI Catylac 581.80 m2 10,038.50 5,840,399.30 0.44% 349.08 60.00% 232.72 40.00% 581.80 100.00%

18 Door and window

- Door P-1 Kamper Finish Cat 1.00 unit 2,371,059.21 2,371,059.21 0.18% 0.90 90.00% - 0.90 90.00%





- Window J-1 (Aluminium) 10.00 unit 145,735.40 1,457,354.00 0.11% 10.00 100.00% - 10.00 100.00%

- Window J-2 Kamper Finish Cat - unit - - 0.00% - 0.00% - - 0.00%

- Window JR-1 Hollow Steel Finish Cat 4.00 unit 2,598,200.00 10,392,800.00 0.78% 4.00 100.00% - 4.00 100.00%

- Window JR-2 Kamper Finish Cat 2.00 unit 1,588,467.68 3,176,935.35 0.24% 1.80 90.00% - 1.80 90.00%

- Window JR-3 Kamper Finish Cat 4.00 unit 1,389,445.56 5,557,782.22 0.42% 3.60 90.00% - 3.60 90.00%

- Window JR-4 Kamper Finish Cat 4.00 unit 1,009,186.23 4,036,744.92 0.30% 3.60 90.00% - 3.60 90.00%- Window JR-5 Kamper Finish Cat 4.00 unit 1,318,585.56 5,274,342.22 0.40% 3.60 90.00% - 3.60 90.00%

- Glass Block 0.80 m2 354,300.00 283,440.00 0.02% 0.80 100.00% - 0.80 100.00%

19 Exterior Wall List Profile GRC ( 10 cm ) 360.00 m1 14,762.50 5,314,500.00 0.40% 360.00 100.00% - 360.00 100.00%

20 Interior Wall List Profile GRC ( 10 cm ) 204.00 m1 14,762.50 3,011,550.00 0.23% 204.00 100.00% - 204.00 100.00%

21 Kalsiboard Ceiling Rangka Metal Foring 24.00 m2 88,575.00 2,125,800.00 0.16% - 0.00% - - 0.00%

22 Concrete Expose Ceiling 229.53 m2 11,219.50 2,575,211.84 0.19% - 0.00% 229.53 100.00% 229.53 100.00%

23 Plywood Ceiling Finish Cat 240.00 m2 76,765.00 18,423,600.00 1.39% 120.00 50.00% 120.00 50.00% 240.00 100.00%

24 Moslem Caligraphy 20.00 m1 383,825.00 7,676,500.00 0.58% - 0.00% - - 0.00%

25 Podium 1.00 unit 2,952,500.00 2,952,500.00 0.22% - 0.00% - - 0.00%

26 Cupboard Lemari Ruko Alluminium 2.00 unit 1,771,500.00 3,543,000.00 0.27% - 0.00% - - 0.00%

27 Shoe Rack - unit - - 0.00% - 0.00% - - 0.00%

28 Partition - m1 - - 0.00% - 0.00% - - 0.00%

29 Nature-stone work ex. Palimanan 128.10 m2 170,064.00 21,785,198.40 1.64% 128.10 100.00% - 128.10 100.00%

30 Column Ornament 4.00 unit 413,350.00 1,653,400.00 0.12% - 0.00% - - 0.00%

31 Waterproofing coating 24.00 m2 30,706.00 736,944.00 0.06% 24.00 100.00% - 24.00 100.00%

32 Wooden Lised Wall Profile Finish Cat 56.00 m' 41,335.00 2,314,760.00 0.17% - 0.00% - - 0.00%

33 Wooden For Main Entrance, 2cm Finish Cat 7.32 m2 129,910.00 950,941.20 0.07% - 0.00% - - 0.00%

34 Wooden For Side Entrance, 2cm Finish Cat 18.72 m2 129,910.00 2,431,915.20 0.18% - 0.00% - - 0.00%

35 Wooden Lised Ceiling Finish Cat 210.00 m1 29,525.00 6,200,250.00 0.47% - 0.00% - - 0.00%

Sub Total 376,550,728.64 28.42% 22.36% 1.79% 24.15%

II.4 Roof

1 Dome (Stainles Steel), medium 1.00 unit 43,106,500.00 43,106,500.00 3.25% 1.00 100.00% - 1.00 100.00%

2 Galvalume Roof Frame 286.00 m2 153,530.00 43,909,580.00 3.31% 286.00 100.00% - 286.00 100.00%

3 Roof Tile 286.00 m2 118,100.00 33,776,600.00 2.55% 286.00 100.00% - 286.00 100.00%

4 Rainfall PVC Pipe dia. 4" 70.40 m1 73,222.00 5,154,828.80 0.39% 56.32 80.00% 14.08 20.00% 70.40 100.00%

5 Waterproofing membrane 343.56 m2 59,050.00 20,287,218.00 1.53% 343.56 100.00% - 343.56 100.00%

6 Column Head Ornament 20.00 unit 177,150.00 3,543,000.00 0.27% 5.00 25.00% 15.00 75.00% 20.00 100.00%

Sub Total 149,777,726.80 11.30% 11.03% 0.28% 11.30%

III MOSQUE TOWERIII.1 Excavation & backfilling

1 Soil excavation 34.30 m3 25,982.00 891,182.60 0.07% 34.30 100.00% - 34.30 100.00%

2 Backfilling 7.65 m3 7,086.00 54,236.24 0.00% 7.65 100.00% - 7.65 100.00%

3 Sand Filling under pile cap, tie beam and ground floor,

thickness = 10 cm 1.76 m3 112,195.00 197,911.98 0.01% 1.76 100.00% - 1.76 100.00%

4 Remove of surplus excavated materials from site 29.31 m3 16,534.00 484,611.54 0.04% 29.31 100.00% - 29.31 100.00%

5 Termite Control 16.00 m2 8,267.00 132,272.00 0.01% 8.00 50.00% 1.60 10.00% 9.60 60.00%

Sub Total 1,760,214.36 0.13% 0.13% 0.00% 0.13%

III.2 Reinforcement Concrete Work

III.2.1 Foundation and Lower Structure

1 Strouss Foundation, 30 Cm Diameter

- Concrete K-250 5.65 m3 35,430.00 200,250.36 0.02% 5.65 100.00% - 5.65 100.00%


- Formwork 80.00 m2 26,572.50 2,125,800.00 0.16% 80.00 100.00% - 80.00 100.00%

2 Lean concrete K-175 as described 0.88 m3 53,145.00 46,873.89 0.00% 0.88 100.00% - 0.88 100.00%

3 Pile Cap

- Concrete K-250 24.00 m3 44,287.50 1,062,900.00 0.08% 24.00 100.00% - 24.00 100.00%


- Formwork 24.00 m2 53,145.00 1,275,480.00 0.10% 24.00 100.00% - 24.00 100.00%

4 Tie Beam

- Concrete K-250 0.72 m3 44,287.50 31,887.00 0.00% 0.72 100.00% - 0.72 100.00%


- Formwork 0.98 m2 53,145.00 52,039.58 0.00% 0.98 100.00% - 0.98 100.00%

5 Concrete Slab

- Concrete K-175 1.19 m3 53,145.00 63,242.55 0.00% 1.19 100.00% - 1.19 100.00%

6 Lean concrete K-175 as described 0.88 m3 53,145.00 46,873.89 0.00% 0.88 100.00% - 0.88 100.00%

Sub Total 9,448,184.99 0.71% 0.71% 0.00% 0.71%

III.2.2 Upper Structure

1 Column 45/45- Concrete K-250 22.48 m3 82,670.00 1,858,173.59 0.14% - 0.00% - - 0.00%

- Reinforcement Bar 6,889.78 kg 708.60 4,882,101.58 0.37% 2,755.91 40.00% 1,377.96 20.00% 4,133.87 60.00%

- Formwork 199.82 m2 100,385.00 20,058,983.90 1.51% 79.93 40.00% 39.96 20.00% 119.89 60.00%

2 Column dia. 30 cm

- Concrete K-250 2.54 m3 82,670.00 210,229.81 0.02% - 0.00% - - 0.00%

- Reinforcement Bar 613.91 kg 708.60 435,013.53 0.03% - 0.00% - - 0.00%

- Formwork 33.90 m2 100,385.00 3,402,869.80 0.26% - 0.00% - - 0.00%

3 Beam 30/40

- Concrete K-250 4.32 m3 82,670.00 357,134.40 0.03% - 0.00% - - 0.00%


- Formwork 5.88 m2 100,385.00 589,781.95 0.04% - 0.00% - - 0.00%

4 Beam 20/30

- Concrete K-250 0.55 m3 82,670.00 45,468.50 0.00% - 0.00% - - 0.00%


- Formwork 5.50 m2 100,385.00 552,117.50 0.04% - 0.00% - - 0.00%

5 Beam 15/20

- Concrete K-250 0.13 m3 82,670.00 10,416.42 0.00% - 0.00% - - 0.00%

8/2/2019 Tagihan 8#22 Agt 11#9,90%#74,11%

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- Formwork 1.68 m2 100,385.00 168,604.64 0.01% - 0.00% - - 0.00%

6 Beam 20/35

- Concrete K-250 1.12 m3 82,670.00 92,838.41 0.01% - 0.00% - - 0.00%


- Formwork 11.23 m2 100,385.00 1,127,323.55 0.09% - 0.00% - - 0.00%

7 Concrete Slab, thickness t = 12 cm

- Concrete K-250 1.68 m3 82,670.00 138,637.59 0.01% - 0.00% - - 0.00%


- Formwork 16.77 m2 94,480.00 1,584,429.60 0.12% - 0.00% - - 0.00%

Sub Total 36,520,029.06 2.76% 0.75% 0.38% 1.13%III.3 Architectural and Finishing Work

1 Brick Masonry 195.55 m2 62,002.50 12,124,588.88 0.92% - 0.00% - - 0.00%

2 Plaster Work with cement coating 393.60 m2 22,439.00 8,831,990.40 0.67% - 0.00% - - 0.00%

3 Wooden Door P-3 1.00 unit 2,112,809.00 2,112,809.00 0.16% 0.60 60.00% - 0.60 60.00%

4 Window - unit - - 0.00% - 0.00% - - 0.00%

5 Ceramic floor tile, 40 x 40 cm 32.49 m2 141,720.00 4,604,482.80 0.35% - 0.00% - - 0.00%

6 Exterior Wall Painting 230.06 m2 20,077.00 4,618,914.62 0.35% 138.04 60.00% - 138.04 60.00%

7 Interior Wall Painting 229.64 m2 11,219.50 2,576,445.98 0.19% 137.78 60.00% - 137.78 60.00%

8 Hand Rail 32.50 m1 206,675.00 6,716,937.50 0.51% - 0.00% - - 0.00%

9 Step Stair 45.00 nos 32,477.50 1,461,487.50 0.11% - 0.00% - - 0.00%

10 Concrete List Profil 39.00 m1 18,453.13 719,671.88 0.05% - 0.00% - - 0.00%

11 Bouvenlight J1 4.00 bh 118,100.00 472,400.00 0.04% - 0.00% - - 0.00%

Sub Total 44,239,728.55 3.34% 0.42% 0.00% 0.42%

III.4 Miscellaneous Work

1 Dome of Tower 1.00 unit 12,991,000.00 12,991,000.00 0.98% 0.90 90.00% - 0.90 90.00%

Material : Stainless steel

Sub Total 12,991,000.00 0.98% 0.88% 0.00% 0.88%

IV MECHANICAL AND ELECTRICAL WORK

IV.1 MECHANICAL AND ELECTRICAL WORK MOSQUE BUILDING

1 Plumbing

1.1 Outdoor Instalation

1 PVC (rain water) 6 inc 180.00 m1 174,345.13 31,382,122.50 2.37% 135.00 75.00% 45.00 25.00% 180.00 100.00%

2 Roof Drain 15.00 unit 265,725.00 3,985,875.00 0.30% - 0.00% 11.25 75.00% 11.25 75.00%

1.2 Indoor Instalation

Men Ablution Area (5 spot + 1 toilet)

1 Clean Water Pipe (PVC AW class 10 kg/cm2, incl. accessories)

PVC 1/2 inc 35.00 m1 16,527.92 578,477.12 0.04% 35.00 100.00% - 35.00 100.00%

PVC 3/4 inc 30.00 m1 17,992.42 539,772.51 0.04% 30.00 100.00% - 30.00 100.00%

PVC 1 inc 20.00 m1 20,014.82 400,296.41 0.03% 20.00 100.00% - 20.00 100.00%PVC 1 1/2 inc 20.00 m1 31,591.34 631,826.73 0.05% 20.00 100.00% - 20.00 100.00%

2 Valve (Class 125 psi) & Accessories

Gate Valve 1 inc 2.00 unit 232,227.71 464,455.41 0.04% 0.60 30.00% 0.60 30.00% 1.20 60.00%

Ablution Faucet 5.00 unit 161,980.06 809,900.28 0.06% 1.50 30.00% 1.50 30.00% 3.00 60.00%

Toilet Faucet 1.00 unit 161,980.06 161,980.06 0.01% 0.30 30.00% 0.30 30.00% 0.60 60.00%

3 Dirty Water Pipe (PVC AW class 10 kg/cm2, incl. accessories)

PVC 2 inc 10.00 m1 22,971.63 229,716.31 0.02% 10.00 100.00% - 10.00 100.00%

PVC 3 inc 16.00 m1 41,970.38 671,526.05 0.05% 16.00 100.00% - 16.00 100.00%

PVC 4 inc 25.00 m1 65,908.07 1,647,701.68 0.12% 25.00 100.00% - 25.00 100.00%

Floor drain 2 inc 3.00 unit 232,227.71 696,683.12 0.05% 0.90 30.00% 0.90 30.00% 1.80 60.00%

Clean out 4 inc 2.00 unit 332,650.50 665,301.00 0.05% 0.60 30.00% 0.60 30.00% 1.20 60.00%

Squatting Closet ex. TOTO 1.00 unit 372,015.00 372,015.00 0.03% 0.30 30.00% - 0.30 30.00%

1.3 Woman Ablution Area (5 spot + 1 toilet)

1 Clean Water Pipe (PVC AW class 10 kg/cm2, incl. accessories)

PVC 1/2 inc 35.00 m1 16,527.92 578,477.12 0.04% 35.00 100.00% - 35.00 100.00%

PVC 3/4 inc 30.00 m1 17,992.42 539,772.51 0.04% 30.00 100.00% - 30.00 100.00%

PVC 1 inc 20.00 m1 20,014.82 400,296.41 0.03% 20.00 100.00% - 20.00 100.00%

PVC 1 1/2 inc 20.00 m1 31,591.34 631,826.73 0.05% 20.00 100.00% - 20.00 100.00%


Gate Valve 1 inc 2.00 unit 232,227.71 464,455.41 0.04% 0.60 30.00% 0.60 30.00% 1.20 60.00%

Ablution Faucet 5.00 unit 161,980.06 809,900.28 0.06% 1.50 30.00% 1.50 30.00% 3.00 60.00%

Toilet Faucet 1.00 unit 161,980.06 161,980.06 0.01% 0.30 30.00% 0.30 30.00% 0.60 60.00%


PVC 2 inc 10.00 m1 22,971.63 229,716.31 0.02% 10.00 100.00% - 10.00 100.00%

PVC 3 inc 16.00 m1 41,970.38 671,526.05 0.05% 16.00 100.00% - 16.00 100.00%

PVC 4 inc 25.00 m1 65,908.07 1,647,701.68 0.12% 25.00 100.00% - 25.00 100.00%

Floor drain 2 inc 3.00 bh 232,227.71 696,683.12 0.05% 0.90 30.00% 0.90 30.00% 1.80 60.00%

Clean out 4 inc 2.00 bh 332,650.50 665,301.00 0.05% 0.60 30.00% 0.60 30.00% 1.20 60.00%

Squatting Closet ex. TOTO 1.00 unit 372,015.00 372,015.00 0.03% 0.30 30.00% - 0.30 30.00%1.4 Roof Tank

1 Roof Tank

Tipe : FRP type panel c/w partition & foundation 2.00 unit 3,543,000.00 7,086,000.00 0.53% - 0.00% - - 0.00%

Dimension : PxLxT (2x1x1,5) m

2 Clean Water Pipe (GSP medium class, incl. accessories)

GSP dia 3 inc 20.00 m1 159,435.00 3,188,700.00 0.24% 12.00 60.00% 8.00 40.00% 20.00 100.00%

GSP dia 2 inc 200.00 m1 98,325.34 19,665,067.20 1.48% 180.00 90.00% 20.00 10.00% 200.00 100.00%

GSP dia 1 inc 20.00 m1 47,766.73 955,334.52 0.07% 20.00 100.00% - 20.00 100.00%

GSP dia 3/4 inc 20.00 m1 31,666.15 633,323.06 0.05% 20.00 100.00% - 20.00 100.00%


Gate Valve 3 inc 2.00 unit 957,708.33 1,915,416.66 0.14% - 0.00% 1.20 60.00% 1.20 60.00%

Gate Valve 4 inc 5.00 unit 2,289,959.00 11,449,795.00 0.86% - 0.00% 3.00 60.00% 3.00 60.00%

Floating Valve 2 inc 2.00 set 549,165.00 1,098,330.00 0.08% - 0.00% 1.20 60.00% 1.20 60.00%

4 a. Booster Pump

Booster Pump include panel (Package Pump) 1.00 set 36,670,050.00 36,670,050.00 2.77% 0.60 60.00% 0.40 40.00% 1.00 100.00%

- Type : Centrifugal ex. THORIZMA

- Capacity : 2 x 100 liters/minute (2 Units Pump, 1 units duty & 1 standby)

- Head : 15 m

b. Panel Control, cable & accessories 1.00 set 7,015,140.00 7,015,140.00 0.53% 0.60 60.00% 0.40 40.00% 1.00 100.00%

5 Valve ( Class 125 psi )

Gate valve dia 3 inch 6.00 unit 957,708.33 5,746,249.98 0.43% - 0.00% 6.00 100.00% 6.00 100.00%

Gate valve dia 2 inch 10.00 unit 321,822.50 3,218,225.00 0.24% 6.00 60.00% 4.00 40.00% 10.00 100.00%

Check valve dia 2 inch 3.00 unit 414,531.00 1,243,593.00 0.09% 1.80 60.00% 1.20 40.00% 3.00 100.00%

Strainer ( Y-Type ) dia 2 inch 3.00 unit 545,622.00 1,636,866.00 0.12% 1.80 60.00% 1.20 40.00% 3.00 100.00%

Pressure gauge 3.00 unit 342,490.00 1,027,470.00 0.08% 1.80 60.00% 1.20 40.00% 3.00 100.00%

6 Testing dan Commissioning 1.00 lot 1,594,350.00 1,594,350.00 0.12% - 0.00% - - 0.00%

2 Sound System

2.1 Equipment TOA LOKAL

1 Radio Tunner AM/FM ( V-1034B ) 1.00 unit 2,254,187.69 2,254,187.69 0.17% - 0.00% - - 0.00%2 CD/MP3 Player 1.00 unit 2,909,747.80 2,909,747.80 0.22% - 0.00% - - 0.00%

3 Mixer Frame c/w Module ( V-1000B ) 1.00 unit 9,660,804.39 9,660,804.39 0.73% - 0.00% - - 0.00%

4 Paging mic 1.00 unit 1,722,596.27 1,722,596.27 0.13% - 0.00% - - 0.00%

5 Power Amplifier 240 w 1.00 unit 3,671,105.43 3,671,105.43 0.28% - 0.00% - - 0.00%

6 Speaker Selector 10 Channel 1.00 unit 2,415,201.69 2,415,201.69 0.18% - 0.00% - - 0.00%

7 Cabinet Rack + Blower, Incl. monitor panel 1.00 unit 8,794,322.41 8,794,322.41 0.66% - 0.00% - - 0.00%

8 Colomn Speaker 6W, TOA 6.00 unit 563,547.22 3,381,283.31 0.26% - 0.00% - - 0.00%

9 TBSS 1.00 unit 295,250.00 295,250.00 0.02% - 0.00% 0.60 60.00% 0.60 60.00%

10 Volume Control 3.00 unit 161,014.00 483,041.99 0.04% - 0.00% 1.80 60.00% 1.80 60.00%

11 Instalation for Speaker 6.00 spot 177,150.00 1,062,900.00 0.08% 6.00 100.00% - 6.00 100.00%

12 Instalation for Volume Control 3.00 spot 228,523.50 685,570.50 0.05% 3.00 100.00% - 3.00 100.00%

13 Testing Commissioning 1.00 ls 2,952,500.00 2,952,500.00 0.22% - 0.00% - - 0.00%

3 Electrical

3.1 Panel Accessories BOX Metro Komponen MG. Omron

1 PP MOSQUE 1.00 set 4,251,600.00 4,251,600.00 0.32% - 0.00% - - 0.00%

3.2 Indoor and Outdoor Lighting Instalation Artolite

1 TL Lamp 2X36 W TKO (Ablution Area) 12.00 unit 354,300.00 4,251,600.00 0.32% 3.60 30.00% 3.60 30.00% 7.20 60.00%

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2 TL Lamp 2X36 W (RM) M4 (terrace) 15.00 unit 454,685.00 6,820,275.00 0.51% 4.50 30.00% 4.50 30.00% 9.00 60.00%

3 Down Light Lamp PLE-C18 W (dia. 150) (toilet area) 4.00 unit 248,010.00 992,040.00 0.07% 1.20 30.00% 1.20 30.00% 2.40 60.00%

4 Decorative Lamp (Centre) 1.00 unit 1,328,625.00 1,328,625.00 0.10% 0.30 30.00% 0.30 30.00% 0.60 60.00%

5 Single Switch ex. Panasonic 6.00 unit 37,201.50 223,209.00 0.02% 1.80 30.00% 1.80 30.00% 3.60 60.00%

6 Double Switch ex. Panasonic 15.00 unit 47,830.50 717,457.50 0.05% 4.50 30.00% 4.50 30.00% 9.00 60.00%

7 Stop Contact ex. Panasonic 10.00 unit 30,115.50 301,155.00 0.02% 3.00 30.00% 3.00 30.00% 6.00 60.00%

8 Indoor Lighting Instalation ex. Suprime 33.00 ttk 186,598.00 6,157,734.00 0.46% 33.00 100.00% - 33.00 100.00%

9 Stop Contact Instalation ex. Suprime 10.00 ttk 207,856.00 2,078,560.00 0.16% 10.00 100.00% - 10.00 100.00%

3.3 Lighting Rod, Ceiling Fan and Grounding Panel

1 Ceiling fan ex. Panasonic 4.00 unit 608,215.00 2,432,860.00 0.18% 1.20 30.00% - 1.20 30.00%

2 Grounding Panel 1.00 ttk 2,657,250.00 2,657,250.00 0.20% 0.30 30.00% 0.30 30.00% 0.60 60.00%Sub Total 227,752,088.22 17.19% 7.73% 4.24% 11.97%

IV.2 MECHANICAL AND ELECTRICAL WORK MOSQUE TOWER

1 Sound System

1.1 Equipment

1 Horn Speaker 15W, TOA Lokal-10W 2.00 unit 251,907.30 503,814.60 0.04% - 0.00% - - 0.00%

2 Speaker Tower Instalation 2.00 unit 286,392.50 572,785.00 0.04% - 0.00% - - 0.00%

2 Electrical

2.1 Indoor and Outdoor Lighting Instalation

1 Obstaction lighting 1.00 unit 885,750.00 885,750.00 0.07% - 0.00% - - 0.00%

2 Tower Lighting Instalation 1.00 ttk 1,003,850.00 1,003,850.00 0.08% - 0.00% - - 0.00%

2.2 Lighting Rod, Ceiling Fan and Grounding Panel

1 Lighting Rod ex. Philips 1.00 ttk 3,247,750.00 3,247,750.00 0.25% - 0.00% - - 0.00%

Sub Total 6,213,949.60 0.47% 0.00% 0.00% 0.00%

IV.3 MECHANICAL AND ELECTRICAL WORK SITE DEVELOPMENT

1 Plumbing

1 PVC AW 1 inc 105.00 m1 26,572.50 2,790,112.50 0.21% 99.75 95.00% - 99.75 95.00%

PVC AW 3/4 inc 160.00 m1 17,992.42 2,878,786.70 0.22% 152.00 95.00% - 152.00 95.00%

Gate Valve 1 inc (incl. Box Valve) 2.00 unit 295,250.00 590,500.00 0.04% - 0.00% - - 0.00%

2 Garden Faucet 4.00 unit 135,815.00 543,260.00 0.04% - 0.00% 2.40 60.00% 2.40 60.00%


PVC 6 inc 30.00 m1 174,345.13 5,230,353.75 0.39% 18.00 60.00% - 18.00 60.00%

PVC 8 inc 30.00 m1 206,675.00 6,200,250.00 0.47% 18.00 60.00% - 18.00 60.00%

2 Electrical

2.1 Feeder Cable Instalation

1 PP MASJID - SDP GEDUNG TERDEKAT 250.00 m1 146,444.00 36,611,000.00 2.76% - 0.00% 150.00 60.00% 150.00 60.00%

NYY 4 x 25 mm2

2.2 Indoor and Outdoor Lighting Instalation

1 Garden Lamp ex. Saka 9.00 unit 590,500.00 5,314,500.00 0.40% - 0.00% - - 0.00%

2 Outdoor Lighting Instalation 9.00 ttk 147,625.00 1,328,625.00 0.10% 13.50 150.00% (4.50) -50.00% 9.00 100.00%Sub Total 61,487,387.95 4.64% 1.07% 1.63% 2.71%

v SITE DEVELOPMENT

1 Paving Block t=6 cm, incl. Sand Bedding 855.70 m2 76,765.00 65,687,810.50 4.96% - 0.00% - - 0.00%

2 Concrete Curb 180.00 m1 64,955.00 11,691,900.00 0.88% 45.00 25.00% 63.00 35.00% 108.00 60.00%

3 Septictank 1.00 unit 3,543,000.00 3,543,000.00 0.27% 0.85 85.00% 0.15 15.00% 1.00 100.00%

4 Fence 181.80 m1 501,925.00 91,249,965.00 6.89% 81.81 45.00% 27.27 15.00% 109.08 60.00%

5 Fence Gate 7.56 m2 708,600.00 5,357,016.00 0.40% - 0.00% - - 0.00%

6 Landscaping 1.00 ls 9,357,500.00 9,357,500.00 0.71% - 0.00% - - 0.00%

7 Name Board of Mosque 1.00 unit 8,857,500.00 8,857,500.00 0.67% 0.50 50.00% 0.25 25.00% 0.75 75.00%

8 Motorcycle Park - m2 - - 0.00% - 0.00% - - 0.00%

Sub Total 195,744,691.50 14.77% 3.88% 1.55% 5.43%

1,325,000,000.00 100.00% 64.22% 9.90% 74.11%

DIPERIKSA OLEH, DIBUAT OLEH,

( QS )

HARIS B.

( PROJECT MANAGER )

Ir. PRIYONO

MENYETUJUI, DIPERIKSA OLEH,

SLAMET HARIYONO, ST., MT. SEPTAVIANTO, ST.

( PROJECT ENGINEER )( PROJECT MANAGER )

PT. SAKA GRAHA INDONESIAPT. ADHI KARYA (PERSERO) Tbk

Tuban, 22 Agustus 2011

TOTAL M/E MOSQUE BUILDING

TOTAL M/E MOSQUE TOWER

TOTAL M/E SITE DEVELOPMENT

TOTAL SITE DEVELOPMENT

Documents

Tagihan 8#22 Agt 11#9,90%#74,11%