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REKAPITULASI

RENCANA ANGGARAN BIAYA (RAB)

a b c d

A PEKERJAAN PERSIAPAN 898,149,670.00Rp 898,149,670.00Rp

B PEKERJAAN STRUKTUR 8,281,954,829.26Rp

I PEKERJAAN TANAH & PASIR 598,466,219.83Rp

II PEKERJAAN PONDASI BORE PILE 438,814,082.75Rp

III PEKERJAAN BETON

a. LANTAI BASEMENT EL. -4.10 M 1,893,511,244.36Rp

b. LANTAI DASAR EL. -0.10 M 1,055,597,839.59Rp

c. LANTAI SATU EL. +4.10 M 987,015,650.79Rp

d. LANTAI DUA EL. +8.30 M 1,018,731,091.36Rp

e. LANTAI TIGA EL. +12.50 M 961,330,429.30Rp

f. LANTAI EMPAT EL. +16.70 M 1,009,520,159.41Rp

g. LANTAI ATAP EL. +20.90 M 318,968,111.85Rp

C PEKERJAAN ARSITEKTUR 4,963,163,278.93Rp

I PEKERJAAN DINDING/PLESTERAN 1,674,895,746.45Rp

II PEKERJAAN KUSEN, PINTU & JENDELA LKP. ASSESORIES 1,230,650,231.07Rp

III PEKERJAAN LANGIT-LANGIT 448,508,345.59Rp

IV PEKERJAAN LANTAI 1,021,685,473.39Rp

V PEKERJAAN PENGECATAN 371,210,541.43Rp

VI PEKERJAAN SANITASI 216,212,941.00Rp

D PEKERJAAN MEKANIKAL DAN ELEKTRIKAL 5,977,904,125.50Rp

I BIAYA PENYAMBUNGAN DAYA PLN 213,800,000.00Rp

II PEKERJAAN ELEKTRIKAL 288,645,000.00Rp

III PEKERJAAN TEGANGAN RENDAH 961,593,490.00Rp

IV PEKERJAAN PENANGKAL PETIR 35,790,000.00Rp

V PEKERJAAN SYSTEM TELEPON 135,954,800.00Rp

VI PEKERJAAN SPARING OUTLET DATA 41,723,200.00Rp

VII PEKERJAAN SYSTEM MATV 126,130,000.00Rp

VIII PEKERJAAN SYSTEM CCTV 146,300,000.00Rp

IX PEK. SYSTEM TATA SUARA 79,117,000.00Rp

X PEKERJAAN FIRE ALARM 231,566,250.00Rp

XI PEKERJAAN GENSET 756,823,600.00Rp

XII PEKERJAAN PENGKONDISIAN UDARA 387,396,788.00Rp

XIII PEKERJAAN PLUMBING 757,915,397.50Rp

NO URAIAN PEKERJAAN SUB JUMLAH HARGA JUMLAH TOTAL


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a b c d

NO URAIAN PEKERJAAN SUB JUMLAH HARGA JUMLAH TOTAL

XIV PEKERJAAN PEMADAM KEBAKARAN 1,160,148,600.00Rp

XV PEKERJAAN ELEVATOR 655,000,000.00Rp

E PEKERJAAN INFRASTRUKTUR 2,322,963,477.72Rp

I PEKERJAAN DINDING PENAHAN TANAH & PENGURUGAN 217,273,997.72Rp

II PEKERJAAN JALAN LINGKUNGAN & SALURAN 476,499,480.00Rp

III PEKERJAAN LANSEKAP 13,190,000.00Rp

IV PEKERJAAN GAPURA / SCULPTURE 250,000,000.00Rp

V PEKERJAAN GROUND RESERVOIR (Luas 13 m x 7 m) 455,000,000.00Rp

VI PEKERJAAN RUMAH GENSET (Luas 94 M2) 376,000,000.00Rp

VII PEKERJAAN PAGAR DEPAN 104,500,000.00Rp

VIII PEKERJAAN PAGAR KELILING TINGGI 2 M 238,500,000.00Rp

IX PEKERJAAN POS JAGA ( Luas 12 M2) 42,000,000.00Rp

X PEKERJAAN SHELTER 150,000,000.00Rp

JUMLAH TOTAL 22,444,135,381.41Rp


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RENCANA ANGGARAN BIAYA (RAB)A. PEKERJAAN PERSIAPAN

a b c d e f = (dxe)

A PEKERJAAN PERSIAPAN

1 Pek. Bongkaran Bangunan Lama. m2 648.00 100,000.00 64,800,000.00

2 Pek. Pembuatan IMB m2 4,090.00 30,000.00 122,700,000.00

3 Pek. Penyediaan Air kerja ls 1.00 7,500,000.00 7,500,000.00

4 Pek. Penyediaan Listrik Kerja ls 1.00 7,500,000.00 7,500,000.00

5 Pek. Penyelidikan Tanah (Bor Dalam) ls 1.00 10,000,000.00 10,000,000.00

6 Pek. Direksikeet 4x8 ( 2 Unit ) m2 64.00 330,639.38 21,160,920.00

7 Pek. Pagar Pengaman Kegiatan t = 1.80 Cm m1 140.00 199,625.00 27,947,500.00

8 Sewa crane bln 5.00 2 5,000,000.00 125,000,000.00

9 Sewa Lift barang bln 5.00 15,000,000.00 75,000,000.00

10 Pek. Pengukuran Site m2 1,080.00 3,000.00 3,240,000.00

11 As built drawing ls 1.00 7,500,000.00 7,500,000.00

12 Mobilisasi dan Demobilisasi ls 1.00 25,000,000.00 25,000,000.0013 Pemindahan Instalasi Listrik dan air ls 1.00 4,200,000.00 4,200,000.00

14 Pembersihan area pekerjaan dari sisa-sisa bahan material ls 1.00 5,000,000.00 5,000,000.00

keluar lokasi

15 Soldier Pile dia. 30 , L =.4,5 m -5.00 m , Beton K-225 m1 967.50 277,500.00 268,481,250.00

16 Capping Beam 30/30 , Beton K-225 m1 128.00 462,000.00 59,136,000.00

17 Dewatering bln 6.00 9,000,000.00 54,000,000.00

18 Pemindahan gorong - gorong m1 60.00 330,000.00 0.00

19 Pasang kawat ayam & kamprot m2 256.00 39,000.00 9,984,000.00

JUMLAH A 898,149,670.00

HARGA SATUAN JUMLAH HARGANO URAIAN PEKERJAAN SAT. VOLUME


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RENCANA ANGGARAN BIAYA (RAB)B. PEKERJAAN STRUKTUR

a b c d e f = (dxe)

B PEKERJAAN STRUKTUR

I PEKERJAAN TANAH & PASIR

1 Pek. Galian Tanah Basement Tinggi 2 m (dengan alat berat) m3 2,449.96 39,971.25 97,927,963.65

2 Pek. Galian Poer m3 290.63 32,518.75 9,450,761.72

3 Pek. Galian Sloof m3 96.12 32,518.75 3,125,702.25

4 Pek. Galian R. Lift. m3 35.28 39,971.25 1,410,185.70

5 Pek. Galian pondasi tangga m3 18.36 39,971.25 733,872.15

6 Pek. Urugan Kembali m3 132.12 12,112.50 1,600,248.99

7 Pek. Pembuangan Tanah m3 2,985.03 50,000.00 149,251,250.00

8 Urugan Pasir bawah poer & sloof tbl. 10 cm m3 17.87 118,607.50 2,119,753.24

9 Lantai kerja adukan 1:3:5 tbl. 5 cm m3 8.94 585,187.12 5,229,232.13

10 Soldier Pile dia. 30 , t.4,5 m - m1 967.50 277,500.00 268,481,250.00

11 Capping beam 30/30 m1 128.00 462,000.00 59,136,000.00

JUMLAH B.I 598,466,219.83

II PEKERJAAN PONDASI BORE PILE

1 Pekerjaan Galian tanah pondasi bor pile dia. 40 cm m' 900.00 85,000.00 76,500,000.00

2 Mobilisasi & demobilisasi alat Bore pile ls 1.00 4,500,000.00 4,500,000.00

3 Pekerjaan Pondasi Bore Pile dia. 40 cm

- Beton K-350 m3 125.10 953,218.75 119,245,377.90

- Besi D 19 mm (tulangan utama) kg 19,545.50 9,552.40 186,706,472.41

- Besi 10-15 cm (sengkang) kg 5,429.24 9,552.40 51,862,232.44

JUMLAH B.II 438,814,082.75

III PEKERJAAN BETON

a. LANTAI BASEMENT EL. -4.10 M

1 Pek. Pile Cup uk. 200x200x80 cm

- Cor Beton K-350 m3 96.00 953,218.75 91,509,000.00

- Besi D 19 mm kg 16,484.16 9,783.40 161,271,130.94

- Bekisting bata m2 192.00 67,386.55 12,938,217.60

2 Pek. Pondasi Plat uk. 150x150x25 cm

- Cor Beton K-350 m3 10.13 953,218.75 9,651,339.84

- Besi D 13 mm kg 2,809.80 9,783.40 27,489,397.32

- Bekisting bata m2 27.00 67,386.55 1,819,436.85

3 Pek . Sloof 30/60

- Cor Beton K-350 m3 65.03 953,218.75 61,991,628.19

- Besi D 19 mm kg 11,279.79 9,783.40 110,354,658.35

- Besi D 13 mm kg 751.50 9,783.40 7,352,264.23

- Besi 10 mm (sengkang) kg 3,046.48 9,552.40 29,101,210.84

- Bekisting bata m2 433.56 67,386.55 29,216,112.62

4 Pek. Pondasi Lift uk. 400x400x80 cm

- Cor Beton K-350 m3 12.80 953,218.75 12,201,200.00

- Besi D 19 mm kg 1,455.74 9,783.40 14,242,125.85

- Besi D 13 mm kg 19.97 9,783.40 195,354.93

- Bekisting m2 12.80 67,386.55 862,547.84

5 Pek. Plat Lantai Basement tebal 20 cm

- Cor Beton K-350 m3 171.07 953,218.75 163,069,038.00

- Besi 10 mm - 120 mm kg 17,677.44 9,552.40 168,861,977.86

- Bekisting m2 855.36 67,386.55 57,639,759.41

6 Pek. Dinding Sun Screen tebal 10 cm (Lt. Basement s/d Lt. Atap)

- Cor Beton K-350 m3 8.82 953,218.75 8,407,389.38

- Besi 10 mm - 150 mm kg 1,458.24 9,783.40 14,266,545.22

- Bekisting m2 176.40 180,221.25 31,791,028.50

NO URAIAN PEKERJAAN SAT. VOLUME HARGA SATUAN JUMLAH HARGA


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7 Pek. Kolom 50/50

- Cor Beton K-350 m3 36.00 953,218.75 34,315,875.00

- Besi D 22 mm kg 8,439.36 9,783.40 82,565,634.62


- Bekisting m2 288.00 103,083.75 29,688,120.00

8 Pek. Kolom 40/40

- Cor Beton K-350 m3 18.14 953,218.75 17,295,201.00

- Besi D 22 mm kg 3,797.71 9,783.40 37,154,535.58

- Besi 10 mm (sengkang) kg 703.08 9,552.40 6,716,101.39

- Bekisting m2 181.44 103,083.75 18,703,515.60

9 Pek. Kolom Lift 30/70 + 30/30

- Cor Beton K-350 m3 3.51 953,218.75 3,345,797.81

- Besi D 19 mm kg 557.95 9,783.40 5,458,608.90


- Bekisting m2 32.76 103,083.75 3,377,023.6510 Pek. Kolom Lift 30/60 + 30/30

- Cor Beton K-350 m3 3.16 953,218.75 3,011,218.03

- Besi D 19 mm kg 557.95 9,783.40 5,458,608.90


- Bekisting m2 28.08 103,083.75 2,894,591.70

11 Pek. Balok Lift 25/40

- Cor Beton K-350 m3 0.80 953,218.75 762,575.00

- Besi D 19 mm kg 149.86 9,783.40 1,466,101.19

- Besi 10 mm kg 10.42 9,552.40 99,497.80

- Besi 10 mm (sengkang) kg 64.48 9,552.40 615,938.75

- Bekisting m2 8.40 105,352.50 884,961.00

12 Pek. Balok Bracket / Dudukan Lift 20/30- Cor Beton K-350 m3 0.48 953,218.75 457,545.00

- Besi D 13 mm kg 52.42 9,783.40 512,806.69

- Besi 10 mm kg 10.42 9,552.40 99,497.80


- Bekisting m2 6.40 105,352.50 674,256.00

13 Pek. Dinding Penahan Tanah t = 20 Cm

- Cor Beton K-350 m3 93.89 953,218.75 89,495,802.00

- Besi D 19 mm kg 14,733.46 9,783.40 144,143,345.61

- Besi D 13 mm kg 6,509.57 9,783.40 63,685,707.57

- Bekisting m2 938.88 180,221.25 169,206,127.20

14 Pek. Dinding Lift. T = 20 Cm

- Cor Beton K-350 m3 9.58 953,218.75 9,135,648.50

- Besi D 19 mm kg 1,601.59 9,783.40 15,668,956.47

- Besi D 13 mm kg 688.65 9,783.40 6,737,371.02

- Bekisting m2 98.44 180,221.25 17,740,979.85

15 Pek. Tangga

a. Pek. Pondasi plat beton tangga tbl. 20 cm

- Cor Beton K-350 m3 3.06 953,218.75 2,916,849.38

- Besi 12 mm kg 323.25 9,552.40 3,087,794.20

- Bekisting bata m2 6.90 67,386.55 464,967.20

b. Pek. Kolom Stump tangga tbl. 12 cm

- Cor Beton K-350 m3 1.47 953,218.75 1,400,087.70

- Besi 10 mm kg 387.68 9,552.40 3,703,312.64

- Bekisting m2 25.92 103,083.75 2,671,930.80


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c. Pek. Plat bordes tangga tbl. 12 cm

- Cor Beton K-350 m3 11.09 953,218.75 10,575,008.81

- Besi 10 mm kg 1,597.54 9,552.40 15,260,302.89

- Bekisting m2 92.45 140,483.75 12,987,722.69

d. Pek. Plat beton anak tangga

- Cor Beton K-350 m3 3.93 953,218.75 3,742,289.15

- Besi 10 mm kg 565.34 9,552.40 5,400,323.25

- Bekisting m2 32.72 140,483.75 4,596,101.49

e. Pek. Balok Bordes 20/30

- Cor Beton K-350 m3 1.18 953,218.75 1,120,985.25

- Besi 12 mm kg 109.90 9,552.40 1,049,782.01


- Bekisting m2 15.68 105,352.50 1,651,927.20

15 Pek. Water stop m' 10.00 250,000.00 2,500,000.00

16 Pek. Stek Kolom Praktis- Besi 10 mm kg 57.29 9,552.40 547,237.89

17 Pek. Struktur Sumpit (uk. 3 m x 1,70 m x 1,70 m) unit 1.00 20,400,000.00 20,400,000.00

JUMLAH B.III.a 1,893,511,244.36

b. LANTAI DASAR EL. -0.10 M

1 Pek. Balok Induk 30/60

- Cor Beton K-350 m3 64.15 953,218.75 61,150,889.25

- Besi D 19 mm kg 11,126.81 9,783.40 108,858,013.39

- Besi D 13 mm kg 741.31 9,783.40 7,252,551.82


- Bekisting m2 449.06 105,352.50 47,310,015.06

2 Pek. Balok Anak 20/40

- Cor Beton K-350 m3 15.25 953,218.75 14,532,773.06- Besi D 19 mm kg 4,945.25 9,783.40 48,381,339.28

- Besi D 13 mm kg 576.58 9,783.40 5,640,873.64


- Bekisting m2 210.67 105,352.50 22,194,821.88

3 Pek. Plat Lantai tebal 12 cm

- Cor Beton K-350 m3 116.02 953,218.75 110,596,633.54

- Besi 10 mm - 120 mm kg 19,981.98 9,552.40 190,875,865.75

- Bekisting m2 966.87 122,333.75 118,280,832.86

4 Pek. Struktur Dinding Sun Screen (Lt. basement s/d Lt. satu)

a. Pondasi plat beton uk. 100x100x20 cm

- Cor Beton K-350 m3 1.60 953,218.75 1,525,150.00

- Besi 13 mm - 150 mm kg 320.00 9,552.40 3,056,768.00

- Bekisting m2 32.00 180,221.25 5,767,080.00

b. Pek. Kolom & Balok 20/20

- Cor Beton K-350 m3 7.81 953,218.75 7,442,732.00

- Besi D 13 mm kg 852.63 9,783.40 8,341,655.56


- Bekisting m2 156.16 103,083.75 16,097,558.40

5 Pek. Kolom 50/50

- Cor Beton K-350 m3 31.50 953,218.75 30,026,390.63

- Besi D 22 mm kg 7,080.48 9,783.40 69,271,168.03


- Bekisting m2 252.00 103,083.75 25,977,105.00

6 Pek. Kolom Lift 30/70 + 30/30

- Cor Beton K-350 m3 2.52 953,218.75 2,402,111.25

- Besi D 19 mm kg 397.39 9,783.40 3,887,786.19


- Bekisting m2 23.52 103,083.75 2,424,529.80


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7 Pek. Kolom Lift 30/60 + 30/30

- Cor Beton K-350 m3 2.27 953,218.75 2,161,900.13

- Besi D 19 mm kg 397.39 9,783.40 3,887,786.19


- Bekisting m2 20.16 103,083.75 2,078,168.40


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8 Pek. Balok Li ft 25/40

- Cor Beton K-350 m3 0.80 953,218.75 762,575.00

- Besi D 19 mm kg 149.86 9,783.40 1,466,101.19

- Besi 10 mm kg 10.42 9,552.40 99,497.80


- Bekisting m2 8.40 105,352.50 884,961.00

9 Pek. Balok Bracket / Dudukan Lift 20/30

- Cor Beton K-350 m3 0.48 953,218.75 457,545.00

- Besi D 13 mm kg 52.42 9,783.40 512,806.69

- Besi 10 mm kg 10.42 9,552.40 99,497.80


- Bekisting m2 6.40 105,352.50 674,256.00

10 Pek. Tangga

a. Pek. Plat bordes tangga tbl. 12 cm

- Cor Beton K-350 m3 4.87 953,218.75 4,645,225.61- Besi 10 mm kg 701.74 9,552.40 6,703,308.82

- Bekisting m2 40.61 140,483.75 5,705,045.09

b. Pek. Plat beton anak tangga

- Cor Beton K-350 m3 1.84 953,218.75 1,751,539.45

- Besi 10 mm kg 264.60 9,552.40 2,527,565.04

- Bekisting m2 15.31 140,483.75 2,151,157.42

c. Pek. Balok Bordes 20/30

- Cor Beton K-350 m3 0.74 953,218.75 709,194.75

- Besi 12 mm kg 69.53 9,552.40 664,147.80


- Bekisting m2 9.92 105,352.50 1,045,096.80

11 Pek. Dinding Lift. T = 20 Cm- Cor Beton K-350 m3 7.66 953,218.75 7,305,468.50

- Besi D 19 mm kg 1,305.00 9,783.40 12,767,297.87

- Besi D 13 mm kg 545.93 9,783.40 5,341,058.08

- Bekisting m2 78.74 180,221.25 14,190,621.23

12 Pek. Stek Kolom Praktis

- Besi 10 mm kg 156.24 9,552.40 1,492,466.98

13 Pek. Stek Kanopi beton

- Besi 10 mm kg 562.46 9,552.40 5,372,881.11

JUMLAH B.III.b 1,055,597,839.59

c. LANTAI SATU EL. +4.10 M


- Cor Beton K-350 m3 57.67 953,218.75 54,974,031.75

- Besi D 19 mm kg 10,002.89 9,783.40 97,862,254.46

- Besi D 13 mm kg 666.43 9,783.40 6,519,970.83


- Bekisting m2 403.70 105,352.50 42,531,225.66


- Cor Beton K-350 m3 15.83 953,218.75 15,088,690.24

- Besi D 19 mm kg 5,086.54 9,783.40 49,763,663.26

- Besi D 13 mm kg 593.05 9,783.40 5,802,041.46


- Bekisting m2 216.69 105,352.50 22,828,959.65


- Cor Beton K-350 m3 110.78 953,218.75 105,599,144.03

- Besi 10 mm - 120 mm kg 19,079.06 9,552.40 182,250,828.03

- Bekisting m2 923.18 122,333.75 112,936,120.26


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4 Pek. Dinding Sun Screen tebal 10 cm

- Cor Beton K-350 m3 2.94 953,218.75 2,802,463.13

- Besi 10 mm - 150 mm kg 486.08 9,552.40 4,643,230.59

- Bekisting m2 58.80 180,221.25 10,597,009.50


- Cor Beton K-350 m3 7.66 953,218.75 7,305,468.50

- Besi D 19 mm kg 1,305.00 9,783.40 12,767,297.87

- Besi D 13 mm kg 545.93 9,783.40 5,341,058.08

- Bekisting m2 78.74 180,221.25 14,190,621.23

5 Pek. Kolom 50/50

- Cor Beton K-350 m3 31.50 953,218.75 30,026,390.63

- Besi D 22 mm kg 7,080.48 9,783.40 69,271,168.03


- Bekisting m2 252.00 103,083.75 25,977,105.00

6 Pek. Kolom Lift 30/70 + 30/30- Cor Beton K-350 m3 2.52 953,218.75 2,402,111.25

- Besi D 19 mm kg 397.39 9,783.40 3,887,786.19


- Bekisting m2 23.52 103,083.75 2,424,529.80

7 Pek. Kolom Lift 30/60 + 30/30

- Cor Beton K-350 m3 2.27 953,218.75 2,161,900.13

- Besi D 19 mm kg 397.39 9,783.40 3,887,786.19


- Bekisting m2 20.16 103,083.75 2,078,168.40


- Cor Beton K-350 m3 0.80 953,218.75 762,575.00

- Besi D 19 mm kg 149.86 9,783.40 1,466,101.19- Besi 10 mm kg 10.42 9,552.40 99,497.80


- Bekisting m2 8.40 105,352.50 884,961.00


- Cor Beton K-350 m3 0.48 953,218.75 457,545.00

- Besi D 13 mm kg 52.42 9,783.40 512,806.69

- Besi 10 mm kg 10.42 9,552.40 99,497.80


- Bekisting m2 6.40 105,352.50 674,256.00

8 Pek. Tangga


- Cor Beton K-350 m3 4.87 953,218.75 4,645,225.61

- Besi 10 mm kg 701.74 9,552.40 6,703,308.82

- Bekisting m2 40.61 140,483.75 5,705,045.09


- Cor Beton K-350 m3 1.84 953,218.75 1,751,539.45

- Besi 10 mm kg 264.60 9,552.40 2,527,565.04

- Bekisting m2 15.31 140,483.75 2,151,157.42


- Cor Beton K-350 m3 0.74 953,218.75 709,194.75

- Besi 12 mm kg 69.53 9,552.40 664,147.80


- Bekisting m2 9.92 105,352.50 1,045,096.80


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- Besi 10 mm kg 203.11 9,552.40 1,940,207.07


- Besi 10 mm kg 562.46 9,552.40 5,372,881.11

JUMLAH B.III.c 987,015,650.79

d. LANTAI DUA EL. +8.30 M


- Cor Beton K-350 m3 57.67 953,218.75 54,974,031.75

- Besi D 19 mm kg 10,002.89 9,783.40 97,862,254.46

- Besi D 13 mm kg 666.43 9,783.40 6,519,970.83


- Bekisting m2 403.70 105,352.50 42,531,225.66


- Cor Beton K-350 m3 15.83 953,218.75 15,088,690.24

- Besi D 19 mm kg 5,086.54 9,783.40 49,763,663.26- Besi D 13 mm kg 593.05 9,783.40 5,802,041.46


- Bekisting m2 216.69 105,352.50 22,828,959.65


- Cor Beton K-350 m3 110.78 953,218.75 105,599,144.03

- Besi 10 mm kg 19,079.06 9,552.40 182,250,828.03

- Bekisting m2 923.18 122,333.75 112,936,120.26


- Cor Beton K-350 m3 7.66 953,218.75 7,305,468.50

- Besi D 19 mm kg 1,363.38 9,783.40 13,338,466.46

- Besi D 13 mm kg 545.93 9,783.40 5,341,058.08

- Bekisting m2 78.74 180,221.25 14,190,621.235 Pek. Struktur Dinding Sun Screen (Lt. Dua s/d Lt. Empat)

Kolom & Balok 20/20

- Cor Beton K-350 m3 9.66 953,218.75 9,211,906.00

- Besi D 13 mm kg 1,055.31 9,783.40 10,324,508.11


- Bekisting m2 193.28 103,083.75 19,924,027.20

6 Pek. Kolom 50/50

- Cor Beton K-350 m3 31.50 953,218.75 30,026,390.63

- Besi D 22 mm kg 7,080.48 9,783.40 69,271,168.03


- Bekisting m2 252.00 103,083.75 25,977,105.00

7 Pek. Kolom Lift 30/70 + 30/30

- Cor Beton K-350 m3 2.52 953,218.75 2,402,111.25

- Besi D 19 mm kg 397.39 9,783.40 3,887,786.19


- Bekisting m2 23.52 103,083.75 2,424,529.80

8 Pek. Kolom Lift 30/60 + 30/30

- Cor Beton K-350 m3 2.27 953,218.75 2,161,900.13

- Besi D 19 mm kg 397.39 9,783.40 3,887,786.19


- Bekisting m2 20.16 103,083.75 2,078,168.40


- Cor Beton K-350 m3 0.80 953,218.75 762,575.00

- Besi D 19 mm kg 149.86 9,783.40 1,466,101.19

- Besi 10 mm kg 10.42 9,552.40 99,497.80


- Bekisting m2 8.40 105,352.50 884,961.00


13/237

a b c d e f = (dxe)



- Cor Beton K-350 m3 0.48 953,218.75 457,545.00

- Besi D 13 mm kg 52.42 9,783.40 512,806.69

- Besi 10 mm kg 10.42 9,552.40 99,497.80


- Bekisting m2 6.40 105,352.50 674,256.00

11 Pek. Tangga


- Cor Beton K-350 m3 4.87 953,218.75 4,645,225.61

- Besi 10 mm kg 701.74 9,552.40 6,703,308.82

- Bekisting m2 40.61 140,483.75 5,705,045.09


- Cor Beton K-350 m3 1.84 953,218.75 1,751,539.45

- Besi 10 mm kg 264.60 9,552.40 2,527,565.04

- Bekisting m2 15.31 140,483.75 2,151,157.42c. Pek. Balok Bordes 20/30

- Cor Beton K-350 m3 0.74 953,218.75 709,194.75

- Besi 12 mm kg 69.53 9,552.40 664,147.80


- Bekisting m2 9.92 105,352.50 1,045,096.80


- Besi 10 mm kg 203.11 9,552.40 1,940,207.07


- Besi 10 mm kg 562.46 9,552.40 5,372,881.11

JUMLAH B.III.d 1,018,731,091.36

e. LANTAI TIGA EL. +12.50 M

1 Pek. Balok Induk 30/60- Cor Beton K-350 m3 57.67 953,218.75 54,974,031.75

- Besi D 19 mm kg 10,002.89 9,783.40 97,862,254.46

- Besi D 13 mm kg 666.43 9,783.40 6,519,970.83


- Bekisting m2 403.70 105,352.50 42,531,225.66


- Cor Beton K-350 m3 15.83 953,218.75 15,088,690.24

- Besi D 19 mm kg 5,086.54 9,783.40 49,763,663.26

- Besi D 13 mm kg 593.05 9,783.40 5,802,041.46


- Bekisting m2 216.69 105,352.50 22,828,959.65


- Cor Beton K-350 m3 110.78 953,218.75 105,599,144.03

- Besi 10 mm - 120 mm kg 19,079.06 9,552.40 182,250,828.03

- Bekisting m2 923.18 122,333.75 112,936,120.26


- Cor Beton K-350 m3 7.66 953,218.75 7,305,468.50

- Besi D 19 mm kg 1,305.00 9,783.40 12,767,297.87

- Besi D 13 mm kg 545.93 9,783.40 5,341,058.08

- Bekisting m2 78.74 180,221.25 14,190,621.23


14/237

a b c d e f = (dxe)


5 Pek. Kolom 50/50

- Cor Beton K-350 m3 31.50 953,218.75 30,026,390.63

- Besi D 22 mm kg 7,080.48 9,783.40 69,271,168.03


- Bekisting m2 252.00 103,083.75 25,977,105.00

6 Pek. Kolom Lift 30/70 + 30/30

- Cor Beton K-350 m3 2.52 953,218.75 2,402,111.25

- Besi D 19 mm kg 397.39 9,783.40 3,887,786.19


- Bekisting m2 23.52 103,083.75 2,424,529.80

7 Pek. Kolom Lift 30/60 + 30/30

- Cor Beton K-350 m3 2.27 953,218.75 2,161,900.13

- Besi D 19 mm kg 397.39 9,783.40 3,887,786.19


- Bekisting m2 20.16 103,083.75 2,078,168.408 Pek. Balok Li ft 25/40

- Cor Beton K-350 m3 0.80 953,218.75 762,575.00

- Besi D 19 mm kg 149.86 9,783.40 1,466,101.19

- Besi 10 mm kg 10.42 9,552.40 99,497.80


- Bekisting m2 8.40 105,352.50 884,961.00


- Cor Beton K-350 m3 0.48 953,218.75 457,545.00

- Besi D 13 mm kg 52.42 9,783.40 512,806.69

- Besi 10 mm kg 10.42 9,552.40 99,497.80


- Bekisting m2 6.40 105,352.50 674,256.0010 Pek. Tangga


- Cor Beton K-350 m3 2.44 953,218.75 2,322,612.81

- Besi 10 mm kg 350.87 9,552.40 3,351,654.41

- Bekisting m2 20.31 140,483.75 2,852,522.54


- Cor Beton K-350 m3 0.92 953,218.75 875,769.73

- Besi 10 mm kg 132.30 9,552.40 1,263,782.52

- Bekisting m2 7.66 140,483.75 1,075,578.71


- Cor Beton K-350 m3 0.37 953,218.75 354,597.38

- Besi 12 mm kg 34.76 9,552.40 332,073.90


- Bekisting m2 4.96 105,352.50 522,548.40


- Besi 10 mm kg 203.11 9,552.40 1,940,207.07


- Besi 10 mm kg 562.46 9,552.40 5,372,881.11

JUMLAH B.III.e 961,330,429.30

f. LANTAI EMPAT EL. +16.70 M


- Cor Beton K-350 m3 61.56 953,218.75 58,680,146.25

- Besi D 19 mm kg 10,677.24 9,783.40 104,459,709.82

- Besi D 13 mm kg 711.36 9,783.40 6,959,519.42


- Bekisting m2 430.92 105,352.50 45,398,499.30


- Cor Beton K-350 m3 14.10 953,218.75 13,441,528.24


15/237

a b c d e f = (dxe)


- Besi D 19 mm kg 4,701.20 9,783.40 45,993,688.77

- Besi D 13 mm kg 548.12 9,783.40 5,362,492.86


- Bekisting m2 200.28 105,352.50 21,099,493.01


- Cor Beton K-350 m3 114.93 953,218.75 109,552,332.83

- Besi 10 mm - 120 mm kg 19,793.30 9,552.40 189,073,534.20

- Bekisting m2 957.74 122,333.75 117,163,974.66


16/237

a b c d e f = (dxe)



- Cor Beton K-350 m3 7.32 953,218.75 6,977,561.25

- Besi D 19 mm kg 1,245.68 9,783.40 12,186,966.15

- Besi D 13 mm kg 528.22 9,783.40 5,167,748.41

- Bekisting m2 70.80 180,221.25 12,759,664.50

5 Pek. Dinding Sun Screen tebal 10 cm

- Cor Beton K-350 m3 2.94 953,218.75 2,802,463.13

- Besi 10 mm - 150 mm kg 486.08 9,552.40 4,643,230.59

- Bekisting m2 58.80 180,221.25 10,597,009.50

6 Pek. Kolom 50/50

- Cor Beton K-350 m3 10.50 953,218.75 10,008,796.88

- Besi D 22 mm kg 2,503.20 9,783.40 24,489,806.88


- Bekisting m2 84.00 103,083.75 8,659,035.00

7 Pek. Kolom 20/20- Cor Beton K-350 m3 1.92 953,218.75 1,830,180.00

- Besi D 22 mm kg 2,145.60 9,783.40 20,991,263.04


- Bekisting m2 38.40 103,083.75 3,958,416.00

8 Pek. Kolom Lift 30/70 + 30/30

- Cor Beton K-350 m3 2.40 953,218.75 2,287,725.00

- Besi D 19 mm kg 381.33 9,783.40 3,730,703.92


- Bekisting m2 22.40 103,083.75 2,309,076.00

9 Pek. Kolom Lift 30/60 + 30/30

- Cor Beton K-350 m3 2.16 953,218.75 2,058,952.50

- Besi D 19 mm kg 381.33 9,783.40 3,730,703.92- Besi 10 mm (sengkang) kg 79.36 9,552.40 758,078.46

- Bekisting m2 19.20 103,083.75 1,979,208.00

10 Pek. Balok Lift 25/40

- Cor Beton K-350 m3 0.80 953,218.75 762,575.00

- Besi D 19 mm kg 149.86 9,783.40 1,466,101.19

- Besi 10 mm kg 10.42 9,552.40 99,497.80


- Bekisting m2 8.40 105,352.50 884,961.00


- Cor Beton K-350 m3 0.48 953,218.75 457,545.00

- Besi D 13 mm kg 52.42 9,783.40 512,806.69

- Besi 10 mm kg 10.42 9,552.40 99,497.80


- Bekisting m2 6.40 105,352.50 674,256.00


- Besi 10 mm kg 57.29 9,552.40 547,237.89


- Besi 10 mm kg 312.48 9,552.40 2,984,933.95

14 Pek. Waterproofing membrance m2 617.99 115,000.00 71,068,850.00

15 Pek. Screed m2 617.99 35,000.00 21,629,650.00

JUMLAH B.III.f 1,009,520,159.41


17/237

a b c d e f = (dxe)


g. LANTAI ATAP EL. +20.90 M


- Cor Beton K-350 m3 18.14 953,218.75 17,295,201.00

- Besi D 19 mm kg 4,415.64 9,783.40 43,200,019.34

- Besi D 13 mm kg 220.15 9,783.40 2,153,788.12


- Bekisting m2 151.20 105,352.50 15,929,298.00


- Cor Beton K-350 m3 4.90 953,218.75 4,673,822.18

- Besi D 19 mm kg 1,554.22 9,783.40 15,205,563.77

- Besi D 13 mm kg 181.21 9,783.40 1,772,846.00


- Bekisting m2 66.21 105,352.50 6,975,515.45

3 Pek. Plat Lantai P + 20,80

- Cor Beton K-350 m3 40.77 953,218.75 38,862,774.19- Besi 10 mm - 120 MM kg 7,021.51 9,552.40 67,072,255.57

- Bekisting m2 339.75 122,333.75 41,562,940.50

4 Pek. Baja penggantung lift kg 250.00 20,000.00 5,000,000.00

5 Pek. Waterproofing membrance m2 339.75 115,000.00 39,071,296.00

6 Pek. Screed m2 339.75 35,000.00 11,891,264.00

JUMLAH B.III.g 318,968,111.85


18/237

RENCANA ANGGARAN BIAYA (RAB)C. PEKERJAAN ARSITEKTUR

a b c d e f = (dxe)

C PEKERJAAN ARSITEKTUR

I. PEKERJAAN DINDING/PLESTERAN

a. Lantai Basement

1 Pek. Pasangan bata 1/2 bt 1 Pc: 3Ps m2 80.50 72,456.45 5,833,019.56


3 Pek. Plesteran t = 2 Cm 1pc: 3 Ps. m2 161.01 28,179.80 4,537,161.97


5 Pek. Acian Dinding bata m2 536.69 17,923.13 9,619,197.80

6 Pek. Acian Beton m2 946.90 17,923.13 16,971,335.37

7 Pek. Finishing bubuk granit m2 86.40 65,000.00 5,616,000.00

8 Pek. Kolom Praktis 15/15 m3 2.02 3,095,021.56 6,250,705.54

9 Pek. Balok lintel 12/15 m3 0.81 3,924,727.54 3,186,093.82

10 Pek. Pas. Batu alam m2 201.60 241,056.40 48,596,970.1111 Pas. Granit alam u/ Dinding area pintu lift m2 8.40 950,000.00 7,980,000.00

JUMLAH C.I.a 130,989,717.91

b. Lantai Dasar




4 Pek. Plesteran t = 2 Cm 1pc: 5 Ps. m2 1,347.82 25,929.20 34,947,969.54

5 Pek. Acian m2 1,437.02 17,923.13 25,755,960.78

6 Pek. Acian Beton m2 497.28 17,923.13 8,912,811.60


8 Pek. Kolom 20/40 m3 5.22 3,095,021.56 16,163,440.58



11 Pek. Kanopi beton tbl. 10 cm m3 11.92 3,924,727.54 46,782,752.27

12 Pek. Dinding partisi double Gypsum + rangka m2 138.72 165,000.00 22,888,800.00

13 Pas. Granit alam u/ Dinding area pintu lift m2 6.70 950,000.00 6,365,000.00

14 Pek. Dinding sunscreen Aluminium Composit Panel ex. Seven m2 281.60 750,000.00 211,200,000.00

JUMLAH C.I.b 490,983,774.84

c. Lantai Satu




4 Pek. Plesteran t = 2 Cm 1pc: 5 Ps. m2 1,536.25 25,929.20 39,833,668.685 Pek. Acian m2 1,652.26 17,923.13 29,613,662.51

6 Pek. Acian Beton m2 505.92 17,923.13 9,067,667.40


8 Pek. Kolom 20/40 m3 5.22 3,095,021.56 16,163,440.58






JUMLAH C.I.c 292,536,406.80



19/237

a b c d e f = (dxe)


d. Lantai Dua




20/237

a b c d e f = (dxe)




5 Pek. Acian m2 1,660.26 17,923.13 29,757,047.51

6 Pek. Acian Beton m2 505.92 17,923.13 9,067,667.40


8 Pek. Kolom 20/40 m3 5.22 3,095,021.56 16,163,440.58






JUMLAH C.I.d 302,465,974.64

e. Lantai Tiga


2 Pek. Pasangan bata 1/2 bt 1 Pc: 5Ps m2 771.52 67,386.55 51,990,323.763 Pek. Plesteran t = 2 Cm 1pc: 3 Ps. m2 272.30 28,179.80 7,673,429.99


5 Pek. Acian m2 1,660.26 17,923.13 29,757,047.51

6 Pek. Acian Beton m2 505.92 17,923.13 9,067,667.40


8 Pek. Kolom 20/40 m3 5.22 3,095,021.56 16,163,440.58






JUMLAH C.I.e 302,465,974.64

f. Lantai Empat





5 Pek. Acian m2 544.28 17,923.13 9,755,284.51

6 Pek. Acian Beton m2 276.88 17,923.13 4,962,554.85


8 Pek. Sirip Beton 10/70 cm m3 1.47 3,095,021.56 4,549,681.69



11 Pek. Ornamen ls 1.00 25,000,000.00 25,000,000.00

12 Pas. Logo Unpas dan Huruf bertuliskan " PASCA SARJANA UNIVERSITAS ls 1.00 22,687,500.00 22,687,500.00

PASUNDAN "


14 Pek. Meja beton Pantry & finishing keramik unit 1.00 2,500,000.00 2,500,000.00


JUMLAH C.I.f 155,453,897.61

JUMLAH C.I 1,674,895,746.45

II. PEKERJAAN KUSEN, PINTU & JENDELA LKP. ASSESORIES

a. Lantai Basement


21/237

a b c d e f = (dxe)


1 Pek. Kusen Pintu P1 + BV1 lkp. Assesories unit 2.00 5,503,567.71 11,007,135.43



4 Pek. Kusen Jendela J7 lkp. Assesories unit 2.00 729,060.75 1,458,121.50

5 Pek. Kusen Ps. 1 lkp. Assesories unit 2.00 1,174,778.52 2,349,557.03

6 Pek. Railing Tangga stainless steel m' 89.28 750,000.00 66,960,000.00

JUMLAH C.II.a 111,548,750.35

b. Lantai Dasar



22/237

a b c d e f = (dxe)




4 Pek. Kusen Pintu + DaunJendela Type PJ1 + BV4 lkp. Assesories unit 1.00 11,134,187.10 11,134,187.10

5 Pek. Kusen + Daun Jendela Type J.1 + BV5 lkp. Assesories unit 35.00 4 ,674,304.11 163,600,643.94

6 Pek. Kusen + Daun Jendela Type J.2 + BV6 lkp. Assesories unit 1.00 2,393,103.35 2,393,103.35


8 Pek. Kusen Type BV.5 lkp. Assesories unit 2.00 1,627,721.98 3,255,443.95

9 Pek. Kusen Type BV.6A lkp. Assesories unit 1.00 438,727.07 438,727.07

10 Pek. Kusen Type BV.6B lkp. Assesories unit 2.00 344,759.24 689,518.47


JUMLAH C.II.b 259,438,572.39

c. Lantai Satu



3 Pek. Kusen Pintu P3 + BV3 lkp. Assesories unit 7.00 3,006,199.57 21,043,396.994 Pek. Kusen Pintu + DaunJendela Type PJ1 + BV4 lkp. Assesories unit 1.00 11,134,187.10 11,134,187.10




8 Pek. Kusen + Kaca Jendela Type J.3 + BV6A lkp. Assesories unit 1.00 1,047,913.40 1,047,913.40

9 Pek. Kusen + Kaca Jendela Type J.4 + BV6B lkp. Assesories unit 2.00 835,240.31 1,670,480.61



12 Pek. Kusen Type BV.6 (hilang) unit - 438,727.07 0.00

13 Pek.Pintu Lipat + BV.7 lkp. Assesories unit 1.00 13,494,500.00 13,494,500.00


JUMLAH C.II.c 259,501,037.44

d. Lantai Dua





5 Pek. Kusen Pintu + DaunJendela Type PJ2 + BV8 lkp. Assesories (hilang) unit - 18,844,000.86 0.00










JUMLAH C.II.d 255,509,212.52

e. Lantai Tiga





23/237

a b c d e f = (dxe)



5 Pek. Kusen Pintu + DaunJendela Type PJ2 + BV8 lkp. Assesories (hilang) unit - 18,844,000.86 0.00










JUMLAH C.II.e 255,509,212.52

f. Lantai Empat


2 Pek. Kusen Pintu P2 + BV2 lkp. Assesories unit 4.00 2,910,179.80 11,640,719.203 Pek. Kusen Pintu + DaunJendela Type PJ2 + BV8 lkp. Assesories unit 1.00 18,844,000.86 18,844,000.86

4 Pek. Kusen + Kaca Jendela Type J.5 lkp. Assesories unit 6.00 521,685.99 3,130,115.94

5 Pek. Kusen + Kaca jendela J6 + BV10 lkp. Assesories unit 23.00 2,081,540.41 47,875,429.54

6 Pek. Kusen Type BV.3 lkp. assesories unit 2.00 820,390.59 1,640,781.18

JUMLAH C.II.e 89,143,445.86

JUMLAH C.II 1,230,650,231.07

III. PEKERJAAN LANGIT-LANGIT

a. Lantai Basement

1 Pek. Acian plafond beton exposed m2 1,388.07 17,923.13 24,878,552.12

JUMLAH C.III.a 24,878,552.12

b. Lantai Dasar

1 Pas. Rangka plafond besi hollow m2 802.85 62,562.50 50,227,990.31

2 Pas. Penutup Plafond Gypsumboard 9 mm m2 755.42 40,711.00 30,753,903.62

3 Pas. Penutup Plafond GRC 5 mm m2 47.43 38,709.00 1,835,774.33

4 Pas. List profil gypsum fin. Cat m2 423.60 19,801.31 8,387,833.33

5 Pas. List profil kayu 3 cm fin. Cat m' 85.85 18,571.16 1,594,334.30

6 Pek. Acian plafond beton exposed m2 142.56 17,923.13 2,555,120.70

JUMLAH C.III.b 95,354,956.59

c. Lantai Satu







JUMLAH C.III.c 95,082,994.69

d. Lantai Dua








24/237

a b c d e f = (dxe)


JUMLAH C.III.d 95,287,632.14


25/237

a b c d e f = (dxe)


e. Lantai Tiga







JUMLAH C.III.e 95,287,632.14

f. Lantai Empat



3 Pas. Penutup Plafond GRC 5 mm m2 6.00 38,709.00 232,254.00


5 Pas. List profil kayu 3 cm fin. Cat m' 20.00 18,571.16 371,423.25

6 Pek. Acian plafond beton exposed m2 303.84 17,923.13 5,445,762.30JUMLAH C.III.f 42,616,577.90

JUMLAH C.III 448,508,345.59

IV. PEKERJAAN LANTAI

a. Lantai Basement

1 Pek. Urugan pasir tbl. 10 cm m3 16.76 118,607.50 1,988,043.32

2 Pek. Lantai Keramik 60/60 polished m2 166.39 175,679.35 29,231,726.24

3 Pek. Lantai Keramik 60/60 polished u/ Tangga m2 115.98 175,679.35 20,374,412.62

4 Pek. Lantai Keramik 30/30 polished m2 7.20 103,464.35 744,943.32

5 Pek. Lantai keramik 20/20 unpolished m2 45.66 109,019.35 4,978,164.21

6 Pek. Keramik Dinding 20/25 m2 88.64 121,014.85 10,726,756.30

7 Pek. Plint Keramik t =10 Cm m2 104.46 37,225.65 3,888,591.40

8 Pek. Step nose u/ tangga m' 168.00 50,000.00 8,400,000.00

9 Pek. Floor Hardener m2 598.32 50,000.00 29,916,000.00

10 Pek. Waterproofing ooating Groundtank m2 126.72 60,000.00 7,603,200.00

11 Pek. Dinding Keramik 20/20 u/ Groundtank m2 126.72 121,014.85 15,335,001.79

12 Pek. Tangga stainless m1 2.40 750,000.00 1,800,000.00

13 Pas. Grill besi saluran depan Ramp m' 7.20 450,000.00 3,240,000.00

14 Pek. Paving Block m2 302.40 154,000.00 46,569,600.00

15 Pek. Perbaikan Jalan m2 108.00 165,000.00 17,820,000.00

JUMLAH C.IV.a 202,616,439.20

b. Lantai Dasar



3 Pek. Lantai Keramik 60/60 polished u/ Tangga m' 45.42 175,679.35 7,978,477.68



6 Pek. Plint Keramik t =10 Cm m' 301.80 37,225.65 11,234,701.17

7 Pek. Step nose u/ tangga m2 74.40 50,000.00 3,720,000.00

8 Pek. Waterproofing membrance Lantai KM/Wc m2 54.80 115,000.00 6,301,511.25

JUMLAH C.IV.b 177,016,370.19

c. Lantai Satu




26/237

a b c d e f = (dxe)








JUMLAH C.IV.c 185,136,924.77


27/237

a b c d e f = (dxe)


d. Lantai Dua









JUMLAH C.IV.d 192,373,591.13

e. Lantai Tiga




4 Pek. Lantai keramik 20/20 unpolished m2 45.66 109,019.35 4,978,164.215 Pek. Keramik Dinding 20/25 m2 88.64 121,014.85 10,726,756.30




JUMLAH C.IV.e 192,373,591.13

f. Lantai Empat







JUMLAH C.IV.f 72,168,556.98

JUMLAH C.IV 1,021,685,473.39

V. PEKERJAAN PENGECATAN

a. Lantai Basement

1 Pek. Pengecatan dinding Exterior ex. ICI m2 296.72 28,681.40 8,510,276.17

2 Pek. Pengecatan dinding Interior ex. ICI m2 1,186.87 25,117.95 29,811,751.36

3 Pek. Pengecatan plafond ex. Vinilex m2 1,388.07 14,772.45 20,505,194.67

JUMLAH C.V.a 58,827,222.21

b. Lantai Dasar



3 Pek. Pengecatan plafond ex. Vinilex m2 945.41 14,772.45 13,965,948.09

JUMLAH C.V.b 64,964,177.71

c. Lantai Satu




JUMLAH C.V.c 70,514,083.87


28/237

a b c d e f = (dxe)


d. Lantai Dua




JUMLAH C.V.d 70,514,083.87

e. Lantai Tiga




JUMLAH C.V.e 70,514,083.87

f. Lantai Empat


2 Pek. Pengecatan dinding Interior ex. ICI m2 773.84 25,117.95 19,437,336.52


JUMLAH C.V.f 35,876,889.91JUMLAH C.V 371,210,541.43

VI. PEKERJAAN SANITASI

a. Lantai Basement

1 Kloset duduk lkp. Assesories type ex. Toto unit 7.00 1,801,805.50 12,612,638.50

2 Jet washer bh 7.00 281,833.75 1,972,836.25

3 Wastafel meja lkp. Assesories unit 2.00 1,528,120.00 3,056,240.00

4 Urinoir lkp. Assesories unit 6.00 1,767,095.00 10,602,570.00

5 Hand shower unit 7.00 391,833.75 2,742,836.25

6 Partisi pembatas urinoir unit 7.00 750,000.00 5,250,000.00

7 Kran dinding bh 7.00 188,388.75 1,318,721.25

8 Floor drain bh 8.00 207,033.75 1,656,270.00

9 Cermin lkp. Assesories m2 1.00 350,000.00 350,000.00

10 Pek. Meja Wastafel fin. Granit unit 1.00 1,350,000.00 1,350,000.00

JUMLAH C.VI.a 40,912,112.25

b. Lantai Dasar


2 Jet washer bh 7.00 281,833.75 1,972,836.25



5 Hand shower unit 7.00 391,833.75 2,742,836.25


7 Kran dinding bh 7.00 188,388.75 1,318,721.25

8 Floor drain bh 8.00 207,033.75 1,656,270.00



JUMLAH C.VI.b 40,912,112.25

c. Lantai Satu


2 Jet washer bh 7.00 281,833.75 1,972,836.25



5 Hand shower unit 7.00 391,833.75 2,742,836.25


7 Kran dinding bh 7.00 188,388.75 1,318,721.25

8 Floor drain bh 8.00 207,033.75 1,656,270.00


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a b c d e f = (dxe)




JUMLAH C.VI.c 40,912,112.25

d. Lantai Dua1 Kloset duduk lkp. Assesories type ex. Toto unit 7.00 1,801,805.50 12,612,638.50

2 Jet washer bh 7.00 281,833.75 1,972,836.25



5 Hand shower unit 7.00 391,833.75 2,742,836.25


7 Kran dinding bh 7.00 188,388.75 1,318,721.25

8 Floor drain bh 8.00 207,033.75 1,656,270.00



JUMLAH C.VI.d 40,912,112.25

e. Lantai Tiga


2 Jet washer bh 7.00 281,833.75 1,972,836.25



5 Hand shower unit 7.00 391,833.75 2,742,836.25


7 Kran dinding bh 7.00 188,388.75 1,318,721.25

8 Floor drain bh 8.00 207,033.75 1,656,270.00



JUMLAH C.VI.e 40,912,112.25

f. Lantai Empat


2 Jet washer bh 2.00 281,833.75 563,667.50

3 Wastafel meja lkp. Assesories unit - 1,528,120.00 0.00

4 Urinoir lkp. Assesories unit - 1,767,095.00 0.00

5 Hand shower unit 2.00 391,833.75 783,667.50

6 Partisi pembatas urinoir unit - 750,000.00 0.00

7 Kran dinding bh 6.00 188,388.75 1,130,332.50

8 Floor drain bh 3.00 207,033.75 621,101.25



11 Pek. Meja beton Pantry & finishing keramik unit 1.00 2,500,000.00 2,500,000.00

12 Pek. Kitchen zink stainless steel 1 lobang unit 1.00 750,000.00 750,000.00

JUMLAH C.VI.f 11,652,379.75

JUMLAH C.VI 216,212,941.00


30/237

VOL SAT

PEK. PEK.

a. c. d.

D. PEKERJAAN MEKANIKAL DAN ELEKTRIKAL

I. BIAYA PENYAMBUNGAN DAYA PLN

1 Biaya Penyambungan ( BP ) 240.00 kVA

2 Instalasi,Testing & Commissioning 1.00 ls

II. PEKERJAAN ELEKTRIKAL

1 PEKERJAAN TEGANGAN MENENGAH

pengadaan,pemasangan dan pengujian seluruh

pekerjaan kabel distribusi tegangan menengah

lengkap dengan komponen panel dan accessories

lainnya sesuai gambar dan specifikasi teknis

1 Kabel dari gardu PLN ke MV - MDP -E

N2XSEBY 3 X 150 mm 135.00 m'

Kabel dari MV-MDP-E ke

2 sisi primer trafo : N2xSY 3(1x50mm2) 15.00 m'

3 PEKERJAAN PANEL TEGANGAN MENENGAH

Icoming Load Break switch cubicle, Type IS (SF6- LBS) 1.00 unit

* SF6 - Load Break switch 630A

* 2 Heater 50w 220 VAC , 50W

4 Outgoing Type PGC (SF6-CB) 1.00 unit

* 3 buah ST's

* 1 buah O/C + EF relay type MICOM P 124S* 1 buah heater 220VAC , 50W

* 1 buahShunt Trip 220 VAC

5 Instalasi Pembumian 1.00 ls

6 Testing dan commisioning 1.00 ls

7 Material bantu 1.00 ls

2 PEKERJAAN TRANSFORMATOR

Pengadaan,pemasangan dan pengujian seluruh pekerjaan

transformator 20 KV/380V-220V,50 Hz lengkap dengan

accessories lainnya sesuai gambarrencana dan spesifikasi

1 Transformator 20 KV/380V-220V/50 Hz Kav. 315KVA 1.00 unit2 Instalasi pembumian 1.00 ls

3 Testing commisioning 1.00 ls

4 Material bantu 1.00 ls

III. PEKERJAAN TEGANGAN RENDAH

1 PANEL TEGANGAN RENDAH

Pengadaan,pemasangan dan pengujian seluruh panel

b.

NO. URAIAN PEKERJAAN

RENCANA ANGGARAN BIAYA (RAB)D. PEKERJAAN MEKANIKAL & ELEKTRIKA


31/237

tegangan rendah lengkap dengan berbagai jenis CB,

peralatan intrumen,relay-relay panel lengkap dengan

accessories lainnya sesuai gambar rencana dan

spesifikasi teknis

1 ( LVMDP ) PHB UTR - 4 + ATS + capacitor bank 1.00 unit

2 Panel kontrol Genset (PKG) + AMF 1.00 unit

3 Panel SDP 1.00 unit4 Panel Penerangan Lantai Basement (PP/LP-B) 1.00 unit

5 Panel Penerangan Lantai Dasar (PP/LP-D) 1.00 unit

6 Panel Penerangan Lantai satu (PP/LP-1) 1.00 unit

7 Panel Penerangan Lantai Dua (PP/LP-2) 1.00 unit

8 Panel Penerangan Lantai Tiga (PP/LP-3) 1.00 unit

9 Panel Penerangan Lantai Food Court (PP/LP-FC) 1.00 unit

10 Panel Penerangan Penerangan Building Sign 1.00 unit

11 Panel Penerangan Penerangan Luar (LP-PL) 1.00 unit

12 Panel Distribusi AC Lantai i Basemen (PP AC-B) 1.00 unit

13 Panel Distribusi AC Lantai Dasar(PP AC D) 1.00 unit

14 Panel Distribusi AC Lantai Satu(PP AC 1) 1.00 unit15 Panel Distribusi AC Lantai Dua (PP AC 2) 1.00 unit

16 Panel Distribusi AC Lantai Tiga (PP AC 3) 1.00 unit

17 Panel Distribusi AC Lantai FC (PP AC FC) 1.00 unit

18 Panel Pompa Transfer Air bersih (PP AB) 1.00 unit

19 Panel Distribusi Pompa Boster (PP-PB) 1.00 unit

20 Panel Distribusi Pompa Hidran (PP-FH) 1.00 unit

21 Panel Pompa Deep Well (PP-DW) 1.00 unit

2 KABEL DISTRIBUSI TEGANGAN RENDAH

Pengadaan,pemasangan dan pengujian seluruh pekerjaaan

kabel distribusi tegangan rendah lengkap dengan pe -

lindung kabel,junction box,penyambungan,klem,

sepatu kabel dan assesories lainya sesua gambar

1 Kabel dari Trafo ke LVMDP : NYY 2x( 4 x 70 mm) 60.00 m'

2 Kabel dari Genset ke LVMDP : NYY 2x( 4 x 70 mm) 30.00 m'

3 Kabel dari LVMDP ke SDP : NYFGBY 2x( 4 x 185 mm 18.90 m'

Kabel dari LVMDP ke PP-DW : NYFGBY ( 4 x 4 mm) 80.00 m'

Kabel dari LVMDP ke PP-FH : FRC 4 X 1 x 25 mm 21.90 m'

Kabel dari LVMDP ke PP-AB : NYY 4 x 6 mm 20.00 m'

Kabel dari LVMDP ke LF : FRC 4 X 1 x 6 mm 30.00 m'

4 Kabel dari SDP ke PP/LP-B : NYY 4 x 4 mm 12.00 m'

Kabel dari SDP ke PP/LP-D : NYY 4 x 6 mm 20.00 m'

Kabel dari SDP ke PP/LP-1 : NYY 4 x 6 mm 24.00 m'



Kabel dari SDP ke PP/LP-FC : NYY 4 x 4 mm 36.00 m'

Kabel dari SDP ke PP-BOSTER : NYY 4 x 6 mm 40.00 m'


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Kabel dari SDP ke LP-PL : NYY 4 x 10 mm 20.00 m'

Kabel dari SDP ke PP-AC B : NYY 4 x 6 mm 12.00 m'

Kabel dari SDP ke PP-AC D : NYY 4 x 25 mm 10.00 m'

Kabel dari SDP ke PP-AC 1 : NYY 4 x 35 mm 14.00 m'



Kabel dari SDP ke PP-AC FC : NYY 4 x 4 mm 25.00 m'

3 INSTALASI PEMBUMIAN TEGANGAN RENDAH

1 BC 6 mm 127.00 m'

2 BC 95 mm 32.00 m'

3 Batang Pentanahan (Ground Rod) 12.00 bh

4 Matrial Bantu/ Tes Comisioning 1.00 ls

4 PEK. INSTALASI PENERANGAN, FIXTURES & STOP KONTAK

Pengadaan, Pemasangan dan pengujian seluruh pekerjaan

penerangan dan stop kontak lengkap dengan berbagai

jenis lampu dan Armatur berbagai jenis stop kontakconduit, juncetion box klem penyambungan isolasi

dan Accesoris lainnya sesuai gambar rencana dan

spesifikasi teknis.

a. LANTAI BASEMENT

1 TKO 1 x 36 W 4.00 bh

2 TKO 2 x 36 W 57.00 bh

3 Down Light w/ - PLC 1 x 18 W 4.00 bh

4 TKO 1 x 36 W w/ battery 1.00 bh

5 TKO 2 x 36 W w/ battery 2.00 bh

6 Emergency Exit Lamp w/ Battery 1.00 bh

7 - Sklar Tunggal 10 A 2.00 bh

8 - Sklar Ganda 10 A 6.00 bh

9 - Sklar Hotel 10 A 1.00 bh

10 - Stop Kontak 10 A 5.00 bh

11 - Instalasi Penerangan kabel 3 x 2,5mm w/ Conduit 20 mm 78.00 titik

12 - Instalasi Stop Kontak kabel 3 x 2,5 mm + Conduit 20 mm 5.00 titik

13 - Matrial Bantu 1.00 ls

b. LANTAI DASAR

1 RMI Mirror 1 x 36 W 4.00 bh



4 RMI 1 x 36 W w/ battery 2.00 bh

5 Baret 20 W w/ battery 2.00 bh







33/237

11 - Stop Kontak AC 16 A 10.00 bh




c. LANTAI SATU

1 RMI Mirror 1 x 36 W 4.00 bh2 RMI Mirror 2 x 36 W 35.00 bh










12 - Instalasi Penerangan kabel 3 x 2,5mm w/ Conduit 20 mm 126.00 titik13 - Instalasi Stop Kontak kabel 3 x 2,5 mm + Conduit 20 mm 52.00 titik


d. LANTAI DUA















e. LANTAI TIGA











34/237






f. LANTAI FOOD CUORT1 RMI Mirror 1 x 36 W 10.00 bh










11 - Instalasi Stop Kontak kabel 3 x 2,5 mm + Conduit 20 mm 6.00 titik12 - Matrial Bantu 1.00 ls

g. LAMPU PENERANGAN JALAN

1 - Lampu Taman Bulat PL 25 W 8.00 bh

2 - Tiang Lampu panjang 2.00 bh

3 - Instalasi Penerangan Jalan kabel NYY 4 x 4 mm 60.00 m'

4 - Instalasi Penerangan kabel 3 x 2,5mm + pvc 20 mm 8.00 titik

IV. PEKERJAAN PENANGKAL PETIR

Pengadaan, Pemasangan dan pengujian seluruh pekerjaan

Penangkal petir lengkap dengan air terminal system

non radio aktif bak kontrol teknis elektroda

pembumian, kabel pembumian conduit klem

dan Accesoris lainnya sesuai gambar rencana dan

spesifikasi teknis.

1 - E.F * Lightning Protection w/ stand pipe, tinggi 2 m 1.00 unit

2 - E.F * HV Lightning Carrier (Coaxial Cable) 30.00 m'

3 - Connecting Sleeve 1.00 bh

4 - E.F* Lightning Counter Stroke 1.00 bh

5 - Earth Steel Copper Rod 5/8" 12.00 m'

6 - Earth Rod Coupling 8.00 bh

7 - Earth Clamp 1.00 bh

8 - Driving Tip 1.00 bh

9 - Driving Stud 1.00 bh

V. PEKERJAAN SYSTEM TELEPON

1. Peralatan Utama

Pengadaan pemasangan dan pengujian seluruh


35/237

peralatan utama Telepon lengkap dengan Main Box

dan assesories lainya sesuai gambar rencana dan

spesifikasi teknis

1 PABX SYSTEM 1.00 unit

Kapasitas : 10 Line / 100 Extention Expandable

lengkap VOIP Gateway card, Power supply w/ Battery Nicad &1 Buah Pesawat Telp Digital w/ Display

2 Panel MDF 100 pairs 1.00 unit

3 Instalasi dari Rumah Kabel s/d MDF ; 80.94 m'

( Jelly Armoured Cable 50 x 2 x 0,8 mm ) + Sparing PVC 4" + Galian

4 Kabel dari MDF - PABX ke :

- SDF - 3 : ITC 50 X 2 pair x 0,6 mm 15.00 m'

2. Instalasi Telepona. LANTAI BASEMENT

1 - TB 1 10 Extention 1.00 unit

2 - Instalasi Telepon 6.00 titik

3 - Outlet telepon 6.00 bh

4 - Kabel dai MDF ke TB 1- 20(4 x 0,6 mm) 20.00 m'


b. LANTAI DASAR






c. LANTAI SATU






d. LANTAI EMPAT






3. CABLE TRAY


36/237

1 - Cable Tray 100 x 400 mm 50.00 m'

2 - Elbow (Radius) for Tray 10.00 bh

3 - PVC Under Floor Duct 3 x ( 50 x 25mm ) 27.70 m'

4 - Vertical Access Box 250 X 200 X 50mm 4.00 bh

5 - Service Box 258 x 258 x 80 mm 3 Compartment 8.00 bh


VI. PEKERJAAN SPARING OUTLET DATA

1. PERALATAN UTAMA

1 Main Server termasuk LCD Monitor 17" 1.00 unit

2 Modem (External) 1.00 bh

3 Swich Hub, 8 port 3.00 bh

4 Instalasi kabel data termasuk kabel ex UTP Cat 6, konduit, 20.00 m

5 Rack Peralatan 1.00 set

6 UPS, 1000 VA 1.00 unit

7 Material dan Peralatan bantu 1.00 ls

2. LANTAI DASAR

1 Instalasi kabel data termasuk kabel ex UTP Cat 6, konduit, 12.00 titik

T.does socket, klem dan accessories

2 Outlet Data RJ 45 12.00 bh


3. LANTAI SATU





4 LANTAI EMPAT





VII. PEKERJAAN SYSTEM MATV

1. PERALATAN UTAMA


peralatan utama MATV lengkap dengan Main Box


spesifikasi teknis

- Antenna Parabola, 10 Feet, lengkap Dudukan 1.00 unit

- Antenna PF Digital 2.00 unit

- LNB 4 way 4.00 bh

- Channel Receiver 16.00 bh


37/237

- Modulator 4 way 16.00 bh

- Combiner, 16 Channel 1.00 unit

- Booster 5.00 unit

2. INSTALASI

- Outlet TV 26.00 bh

- Spliter 4 way 13.00 bh- Instalasi TV termasuk kabel Coaxial RG6, konduit uPVC 26.00 titik

High Impact, T-does, socket, klemp dan accessories.

- Instalasi Feeder, kabel Coaxial RG 11 termasuk konduit uPVC 1.00 ls

High Impact, T-does, socket, klemp dan accessories.

3 TESTING COMMISIONING 1.00 ls

VIII. PEKERJAAN SYSTEM CCTV

1. PERALATAN UTAMA

Pengadaan pemasangan dan pengujian seluruhperalatan utama CCTV lengkap dengan Main Box


spesifikasi teknis

- Digital Video Recording (DVR) 16 ch MPEG4 Network Backup 2.00 unit

USB Remote Control wc HDD

- LCD CCTV Monitor 17' 1.00 bh

- Harddisk seagate SATA 500 GB 2.00 unit

2. LANTAI BASEMENT

- 1/3" color Dome Camerawith lens f3.6mm 420 TVL 0.3 lux/F2.0 2.00 bh

- Instalasi CCTV Kabel RG 6/SA + Connector 1.00 titik

- Power Supplay unit, input 220 VAC output 24 VDC 750mA 1.00 bh

3 LANTAI DASAR




4 LANTAI SATU




5 LANTAI DUA




6 LANTAI TIGA


38/237




7 LANTAI EMPAT


- Instalasi CCTV Kabel RG 6/SA + Connector 1.00 titik- Power Supplay unit, input 220 VAC output 24 VDC 750mA 1.00 bh

IX. PEK. SYSTEM TATA SUARA


pekerjaan tata suara & car call system lengkap dengan

assesories lainya sesuai dengan gambar spesifikasi teknis

1. PERALATAN UTAMA

1 - System tata suara lengkap dengan :

- Power Amplifier 240 Watt 1.00 bh

- Mixer Amplifier 1.00 bh- Microfond 1.00 bh

- Tuner Radio AM - FM , DVD MP3 CD Player PLN DPDT 1.00 bh

- Cabinet Rack for Audio 1.00 bh

- Testing Commisioning 1.00 ls

2. LANTAI BASEMENT

- Celling Speker, Kap. 3 W 6.00 bh

- Volume Control 4.00 bh

- Instalasi Tata suara 10.00 titik

3 LANTAI DASAR




4 LANTAI SATU




5 LANTAI DUA




6 LANTAI TIGA





39/237

7 LANTAI EMPAT




X. PEKERJAAN FIRE ALARM

1. PERALATAN UTAMA


peralatan utama fire Alarm lengkap dengan main Box

power suplay battery charger sirine announciator

aktif hard telepon emergeancy dan assesories lainya

sesuai gambar perencanaan dan spesifikasi teknis

1 - Master Control Fire Alarm( MCFA ), type Addressable 1.00 unit

lengkap battery, Power supply 220 volt, 1 ph, 50 Hz

2 - Announciator 1.00 unit

2. PEKERJAAN KABEL DISTRIBUSI

Pengadaan kabel distribusi termasuk pemasangan di-site,

terminasi, isolasi, grounding lengkap accessories.

1 - Terminal Box ( TB -FA.D & TB-2 ), kap 6 Pair 3.00 unit

Penarikan kabel distribusi dari MCFA ke :

2 - Terminal Box ( TB -FA.SB ) Kabel NYM 3 x 1.5 mm2 23.10 m'

3 - Terminal Box ( TB -FA.D ) Kabel NYM 3 x 1.5 mm2 7.50 m'

4 - Terminal Box ( TB -FA.2 ) Kabel NYM 3 x 1.5 mm2 21.60 m'

3. Instalasi Fire Alarm

a. LANTAI SEMI BASEMENT

1 - Fixed Detector 3.00 bh

2 - ROR Detector 12.00 bh

3 - Smoke Detector 4.00 bh

4 - Break Glass Switch 1.00 bh

5 - Alarm Bell 1.00 bh

6 - Lampu Tanda 1.00 bh

7 - Instalasi Detector 19.00 titik

8 - Instalasi Break Glass Switch 1.00 titik

9 - Instalasi Alarm Bell 1.00 titik

10 - Instalasi Lampu Tanda 1.00 titik

11 - Fire Extingusher Carbon Dioxide Berat isi 3,2 kg 8.00 bh

12 - Box Fire Extingusher Carbon Dioxide Berat isi 3,2 kg 1.00 bh

13 - Matial Bantu 1.00 ls

b. LANTAI DASAR




40/237







9 - Instalasi Alarm Bell 2.00 titik10 - Instalasi Lampu Tanda 2.00 titik




c. LANTAI SATU





5 - Alarm Bell 2.00 bh6 - Lampu Tanda 2.00 bh








d. LANTAI DUA














e. LANTAI TIGA






41/237







11 - Fire Extingusher Carbon Dioxide Berat isi 3,2 kg 11.00 bh12 - Box Fire Extingusher Carbon Dioxide Berat isi 3,2 kg 2.00 bh


f. LANTAI EMPAT







7 - Instalasi Detector 39.00 titik8 - Instalasi Break Glass Switch 2.00 titik






XI. PEKERJAAN GENSET

I. PERALATAN UTAMA


peralatan utama Generator Set lengkap dengan

Assesories lainnya

sesuai gambar perencanaan dan spesifikasi teknis

1 Pekerjaan Generator Set (Genset) 1.00 unit

Model /Type : Open

Generator : Perkins

Prima Rating : 210 kva

No. of Cylinder : 6 " In Line

Voltage : 220/380 volt

Frequency : 50 Hz

Power Factor : 0,8 pf

Phase : 3 phase

Rated Speed : 1500 RPM

Starting System : Electric With battery

Cooling System : Water Cooled With radiator

lengkap dengan Proteksi, Alat ukur, Panel AMF dan accessories

Tangki hariana kapasiras 500 liter

2 - Pasang Tangki Bulanan kapasitas 15,000 liter 1.00 unit


42/237

81,4 Liter x 0,8 x 24 Jam x 10 Hari = 15.000 Liter

3 - Pompa solar manual 1.00 unit

4 - Grounding System, bahan BC.120 mm 1.00 Lot

5 - Testing dan Commisioning Beban Aktual 1.00 Ls

6 - Insulation Cool or Cosy 109.68 m2

7 - Rangka Holo 109.68 m2

XII. PEKERJAAN PENGKONDISIAN UDARA

1 AC dan Fan

1 Lantai Basement

1 Exhaust fan ( EF - B .1 - 2 ), kap. 6000 cfm 2.00 Unit

Type : Axial

Tekanan Statis : 0.2 inWG

2 Exhaust fan ( EF - B.3), Kap. 2000 cfm 1.00 Unit

Type : Axial


2 Lantai Dasar

1 AC Split , Wall mounted- Kap. 9.000 Btu/h 2.00 unit

- Kap. 12.000 Btu/h 6.00 unit

- Kap. 15.000 Btu/h 1.00 unit

2 AC Split , Cassette

- Kap. 18.000 Btu/h 2.00 unit

3 Pekerjaan instalasi pipa Refrigern lengkap dengan

solasi Insoplex /Superloan

- Pipa dia 3/4" dan 3/8" 132.00 m'

- Pipa Air buangan (PVC) "AW" 15 33.00 btg

- Kabel NYM 3 x 2,5 mm + pvc 20mm 110.00 m'

- Alat Batu dan Tes Comusioning 1.00 ls

4 Exhaust fan ( EF) 2.00 Unit

3 Lantai Satu

1 AC Split , Wall mounted

- Kap. 12.000 Btu/h 5.00 unit

2 AC Split , Cassette

- Kap. 18.000 Btu/h 5.00 unit

3 Pekerjaan instalasi pipa Refrigern lengkap dengan

solasi Insoplex /Superloan

- Pipa dia 3/4" dan 3/8" 120.00 m'

- Pipa Air buangan (PVC) "AW" 15 30.00 btg

- Kabel NYM 3 x 2,5 mm + pvc 20mm 100.00 m'

- Alat Batu dan Tes Comusioning 1.00 ls



43/237

Type : Axial

Aliran Udara : 1800 CFM


4 Lantai Dua


Type : AxialAliran Udara : 1800 CFM


2 Alat Batu dan Testing Commisioning 1.00 ls

5 Lantai Tiga


Type : Axial




6 Lantai Empat

1 AC Split , Wall mounted

- Kap. 12.000 Btu/h 4.00 unit


Type : Axial




2 INSTALASI DUCTING

a. Lantai Basement

1 Pekerjaan Instalasi Ducting lengkap dengan matrial bantu

support/ hunger tanpa Isolasi

400 x 200 23.52 m'

300 x 200 50.04 m'

250 x 200 2.52 m'

200 x 200 22.56 m'

100 x 100 3.60 m'

2 SAD 250 X 250 mm 16.00 bh

RAG 600X 200 mm 8.00 bhRAG 200X 200 mm 4.00 bh

J

b. Lantai Dasar



250 x 200 20.00 m'

200 x 200 44.50 m'

100 x 100 8.40 m'


44/237

RAG 320X 250 mm 22.00 bh

RAG 150X 150 mm 14.00 bh

J

c. Lantai satu



250 x 200 113.52 m'

200 x 200 27.50 m'

100 x 100 6.40 m'

2 RAG 320X 250 mm 22.00 bh

RAG 150X 150 mm 14.00 bh

J

d. Lantai Dua



250 x 200 113.52 m'

200 x 200 27.50 m'

100 x 100 6.40 m'

2 RAG 320X 250 mm 22.00 bh

RAG 150X 150 mm 14.00 bhJ

e. Lantai Tiga



250 x 200 113.52 m'

200 x 200 27.50 m'

100 x 100 6.40 m'

2 RAG 320X 250 mm 22.00 bh

RAG 150X 150 mm 14.00 bh

J

f. Lantai Empat



250 x 200 113.52 m'

latihan kurva s.xls

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