Rp 76,115,145.60 3 PEKERJAAN PONDASI TELAPAK

  LAMPIRAN

  

Rencana Anggaran Biaya

HARGA SATUAN NO JENI S PEKERJAAN ANALI SA SATUAN JUMLAH HARGA

  VOLUME ( Rp)

  1

  2

  3

  4

  5 6 7 = 5 x 6

  1 PEKERJAAN PERSI APAN

  Pengukuran kembali

• PTH HR 30.00 420,000.00 12,600,000.00 lapangan Pembersihan lokasi
• CL M2 # # # 2,815.00 914,875.00 pekerjaan

  Ls - 1.00 - # # # # # # # # 5,000,000.00

  Air kerja dan listrik kerja Pondok buruh/ gudang

  Ls 1.00 - - # # # # # # # # 7,500,000.00 bahan

  Pekerjaan Bowplank / Patok BOW M' # # # 60,802.00 -

  6,566,616.00 Kerja

• Papan Nama Proyek Ls 1.00 500,000.00 500,000.00 -

  Jumlah = Rp 33,081,491.00

  2 PEKERJAAN SI TE

  SNI Timbunan site dengan tanah urug M3 # # # 155,232.00 -

  2835.6.12 SNI

  Pemadatan Tanah Urugan - M3 # # # 29,800.00 9,685,000.00

  2835.6.10 SNI

  Urugan pasir dibawah lantai M3 32.50 - 155,232.00 5,045,040.00

  2835.6.11 Beton Cor, 1 Pc : 3 Ps : 5

  PB 6.12 M3 16.25 672,904.96 10,934,705.60 - Kr

  Jumlah = Rp 76,115,145.60

  3 PEKERJAAN PONDASI TELAPAK Pondasi TP1

  SNI

  4.51 Galian Tanah Pondasi M3 - 39,915.00 179,936.82

  2835.6.1 SNI

  2.91 Timbunan kembali M3 11,430.00 33,284.16 - 2835.6.9

  SNI

  0.39

• Pasir Urug M3 155,232.00 60,850.94

  2835.6.11 Beton Cor, 1 Pc : 3 Ps : 5

  0.20

• PB 6.12 M3 672,904.96 131,889.37

  Kr SNI

  1.01 Beton K-225 M3 - 801,602.06 808,014.88

  7394: 6.7 Pasang Bekisting untuk SNI

  3.36 M2 193,683.33 650,776.00 - Pondasi 7394: 6.20

  SNI

  94.52 Pembesian dengan Besi Polos atau Ulir KG - 18,595.80

  7394: 6.17

  Jumlah = Rp 3,622,423.60 Pondasi TP2

• Galian Tanah Pondasi SNI
• Timbunan kembali
• Pasir Urug SNI
• Beton Cor, 1 Pc : 3 Ps : 5 Kr PB 6.12 M3
• Beton K-225
• Pasang Bekisting untuk Pondasi SNI
• Pembesian dengan Besi Polos atau Ulir SNI

• Galian Tanah Biasa sedalam 1 meter

• Urugan Kembali SNI
• Urugan Pasir Urug SNI
• Beton Cor, 1 Pc : 3 Ps : 5 Kr PB 6.12 M3
• Beton cor K-225
• Pasang Bekisting untuk Pondasi SNI
• Pembesian dengan Besi Polos atau Ulir SNI

  # # # 333,582.67 47,769,037.87

  56.54 18,595.80

  Jumlah = Rp 1,866,666.10

  2835.6.1 M3

  17.90 39,915.00 714,478.50

  SNI 2835.6.11

  M3

  4.48 155,232.00 694,663.20

  2.24 672,904.96 1,505,624.85

  SNI 7394: 6.7

  M3

  17.90 801,602.06 14,348,676.87

  7394: 6.23 M2

  # # # 18,595.80

  7394: 6.17 KG

  Jumlah = # # # # # # # # # # # # # Sloof SL1 20x30

  2835.6.1 M3

  0.96 39,915.00 38,318.40

  SNI 2835.6.11

  M3

  0.32 155,232.00 49,674.24

  0.16 672,904.96 107,664.79

  SNI 7394: 6.7

  M3

  0.96 801,602.06 769,537.98

  7394: 6.23 M2

  9.60 333,582.67 3,202,393.60

  7394: 6.17 KG

  7394: 6.20 M2

  1.50 193,683.33 290,525.00

  0.41 801,602.06 327,053.64

  2835.6.1 M3

  47.33 39,915.00 1,889,336.61

  SNI 2835.6.9

  M3

  30.58 11,430.00 349,483.68

  2835.6.11 M3

  4.12 155,232.00 638,934.91

  2.06 672,904.96 1,384,838.41

  SNI 7394: 6.7

  M3

  10.58 801,602.06 8,484,156.20

  7394: 6.20 M2

  35.28 193,683.33 6,833,148.00

  7394: 6.17 KG

  # # # 18,595.80

  Jumlah = Rp 38,035,447.84 Pondasi Tangga

  SNI 2835.6.1

  M3

  2.19 39,915.00

  2835.6.9 M3

  1.49 11,430.00 17,053.56

  2835.6.11 M3

  0.19 155,232.00 29,494.08

  0.10 672,904.96 63,925.97

  SNI 7394: 6.7

  M3

4 PEKERJAAN SLOOF Sloof SL 25x40

• Galian Tanah Pondasi SNI
• Pasir urug
• Beton Cor, 1 Pc : 3 Ps : 5 Kr PB 6.12 M3
• Beton K-225
• Pasang Bekisting untuk Balok SNI
• Pembesian dengan Besi Polos atau Ulir SNI
• Galian Tanah Pondasi SNI
• Pasir urug
• Beton Cor, 1 Pc : 3 Ps : 5 Kr PB 6.12 M3
• Beton K-225
• Pasang Bekisting untuk Balok SNI

  SNI # # # Pembesian dengan Besi Polos atau Ulir KG 18,595.80 -

  7394: 6.17

  Jumlah = Rp 6,827,688.18

5 PEKERJAAN KOLOM LANTAI 1 Kolom K1 35x35

  SNI

  1.47 Beton K-225 M3 - 801,602.06 1,178,355.03

  7394: 6.7 Pasang Bekisting untuk SNI

  16.80 M2 321,322.67 - 5,398,220.80

  Kolom 7394: 6.22 SNI # # #

  Pembesian dengan Besi Polos atau Ulir KG 18,595.80 - 7394: 6.17

  Jumlah = Rp 11,815,307.25 Kolom K2 35x35

  SNI

  15.44 Beton K-225 M3 801,602.06 12,372,727.80 - 7394: 6.7

  Pasang Bekisting untuk SNI # # # M2 321,322.67 56,681,318.40 -

  Kolom 7394: 6.22 SNI # # #

• Pembesian dengan Besi Polos atau Ulir KG 18,595.80

  7394: 6.17

  Jumlah = # # # # # # # # # # # # # Kolom Praktis

  SNI

  1.69

• Beton K-225 M3 801,602.06 1,352,703.48

  7394: 6.7 Pasang Bekisting untuk SNI

  22.50

• M2 321,322.67 7,229,760.00

  Kolom 7394: 6.22 SNI # # #

  Pembesian dengan Besi Polos atau Ulir KG 18,595.80 - 7394: 6.17

  Jumlah = Rp 14,866,052.17 Kolom Pedestal Tangga 20x170

  SNI

  0.58 Beton K-225 - M3 801,602.06 463,325.99

  7394: 6.7 Pasang Bekisting untuk SNI

  6.46 M2 321,322.67 2,075,744.43 - Kolom 7394: 6.22

  SNI

  79.22

• Pembesian dengan Besi Polos atau Ulir KG 18,595.80

  7394: 6.17

  Jumlah = Rp 4,012,190.78 LANTAI 2 Kolom K1 35x35

  SNI

  0.98 Beton K-225 M3 - 801,602.06 785,570.02

  7394: 6.7 Pasang Bekisting untuk SNI

  11.20 M2 321,322.67 - 3,598,813.87

  Kolom 7394: 6.22 SNI # # #

  Pembesian dengan Besi Polos atau Ulir KG 18,595.80 - 7394: 6.17

  Jumlah = Rp 7,876,871.50 Kolom K2 35x35 SNI

  9.31 Beton K-225 M3 801,602.06 7,462,915.18 - 7394: 6.7

  Pasang Bekisting untuk SNI # # # M2 321,322.67 34,188,731.73 -

  Kolom 7394: 6.22 SNI # # #

• Pembesian dengan Besi Polos atau Ulir KG 18,595.80

  7394: 6.17

  Jumlah = Rp 65,462,194.81 Kolom Praktis

  SNI

  1.35

• Beton K-225 M3 801,602.06 1,082,162.78

  7394: 6.7 Pasang Bekisting untuk SNI

  18.00

• M2 321,322.67 5,783,808.00

  Kolom 7394: 6.22 SNI # # #

  Pembesian dengan Besi Polos atau Ulir KG 18,595.80 - 7394: 6.17

  Jumlah = Rp 11,892,841.74 LANTAI 3 Kolom K1 35x35

  SNI

  0.98

• Beton K-225 M3 801,602.06 785,570.02

  7394: 6.7 Pasang Bekisting untuk SNI

  11.20

• M2 321,322.67 3,598,813.87

  Kolom 7394: 6.22 SNI # # #

  Pembesian dengan Besi Polos atau Ulir KG 18,595.80 - 7394: 6.17

  Jumlah = Rp 7,876,871.50 Kolom K2 35x35

  SNI

  9.31 Beton K-225 M3 801,602.06 7,462,915.18 - 7394: 6.7

  Pasang Bekisting untuk SNI # # # M2 321,322.67 34,188,731.73 -

  Kolom 7394: 6.22 SNI # # #

• Pembesian dengan Besi Polos atau Ulir KG 18,595.80

  7394: 6.17

  Jumlah = Rp 65,462,194.81 Kolom Praktis

  SNI

  1.35

• Beton K-225 M3 801,602.06 1,082,162.78

  7394: 6.7 Pasang Bekisting untuk SNI

  18.00 M2 321,322.67 5,783,808.00

• Kolom 7394: 6.22

  SNI # # # Pembesian dengan Besi Polos atau Ulir KG 18,595.80 -

  7394: 6.17

  Jumlah = Rp 11,892,841.74 LANTAI 4 Kolom K1 35x35

  SNI

  0.98

• Beton K-225 M3 801,602.06 785,570.02

  7394: 6.7 Pasang Bekisting untuk SNI

  11.20

• M2 321,322.67 3,598,813.87

  Kolom 7394: 6.22 SNI # # #

  Pembesian dengan Besi Polos atau Ulir KG 18,595.80 - 7394: 6.17

  Jumlah = Rp 7,876,871.50 Kolom K2 35x35

  SNI

  0.98 Beton K-225 M3 801,602.06 785,570.02 - 7394: 6.7

  Pasang Bekisting untuk SNI

  11.20

• M2 321,322.67 3,598,813.87

  Kolom 7394: 6.22 SNI # # #

  Pembesian dengan Besi Polos atau Ulir - KG 18,595.80

  7394: 6.17

  Jumlah = Rp 6,890,757.35 Kolom K3 20x20

  SNI

  0.32 Beton K-225 M3 - 801,602.06 256,512.66

  7394: 6.7 Pasang Bekisting untuk SNI

  6.40

• M2 321,322.67 2,056,465.07

  Kolom 7394: 6.22 SNI

  68.50 Pembesian dengan Besi Polos atau Ulir KG 18,595.80 - 7394: 6.17

  Jumlah = Rp 3,586,708.50

6 PEKERJAAN BALOK ELEVASI + 3.10 Balok B1 15x30

  SNI

  0.41 Beton K-225 M3 801,602.06 324,648.83 - 7394: 6.7

  Pasang Bekisting untuk SNI

  7.65 M2 - 333,582.67 2,551,907.40

  Balok 7394: 6.23 SNI

  92.22 Pembesian dengan Besi Polos atau Ulir KG 18,595.80 - 7394: 6.17

  Jumlah = Rp 4,591,456.61 ELEVASI + 4.00 Balok B1 25x40

  SNI

  1.05

• Beton K-225 M3 801,602.06 841,682.16

  7394: 6.7 Pasang Bekisting untuk SNI

  12.15

• M2 333,582.67 4,053,029.40

  Balok 7394: 6.23 SNI # # #

  Pembesian dengan Besi Polos atau Ulir KG 18,595.80 - 7394: 6.17

  Jumlah = Rp 8,461,199.66 Balok B2 25x40

  SNI

  0.35 Beton K-225 M3 801,602.06 280,560.72 - 7394: 6.7

  Pasang Bekisting untuk SNI

  4.05

• M2 333,582.67 1,351,009.80

  Balok 7394: 6.23 SNI

  72.37 Pembesian dengan Besi Polos atau Ulir KG - 18,595.80

  7394: 6.17

  Jumlah = Rp 2,977,415.09 Balok B3 25x40

  SNI

  0.35 Beton K-225 M3 801,602.06 280,560.72 - 7394: 6.7 Pasang Bekisting untuk SNI

  4.05 M2 333,582.67 1,351,009.80 - Balok 7394: 6.23

  SNI

  97.70

• Pembesian dengan Besi Polos atau Ulir KG 18,595.80

  7394: 6.17

  Jumlah = Rp 3,448,460.68 Balok B4 25x40

  SNI

  0.35

• Beton K-225 M3 801,602.06 280,560.72

  7394: 6.7 Pasang Bekisting untuk SNI

  4.05

• M2 333,582.67 1,351,009.80

  Balok 7394: 6.23 SNI

  72.37 Pembesian dengan Besi Polos atau Ulir KG - 18,595.80

  7394: 6.17

  Jumlah = Rp 2,977,415.09 Balok B5 25x40

  SNI

  2.10 Beton K-225 - M3 801,602.06 1,683,364.33

  7394: 6.7 Pasang Bekisting untuk SNI

  24.30 M2 333,582.67 - 8,106,058.80

  Balok 7394: 6.23 SNI # # #

  Pembesian dengan Besi Polos atau Ulir KG - 18,595.80

  7394: 6.17

  Jumlah = Rp 17,864,490.52 Balok B6 25x40

  SNI

  2.31 Beton K-225 M3 801,602.06 1,851,700.76 - 7394: 6.7

  Pasang Bekisting untuk SNI

  26.73

• M2 333,582.67 8,916,664.68

  Balok 7394: 6.23 SNI # # #

  Pembesian dengan Besi Polos atau Ulir KG - 18,595.80

  7394: 6.17

  Jumlah = Rp 20,169,089.73 Balok B7 25x40

  SNI

  8.89 Beton K-225 M3 801,602.06 - 7,126,242.31

  7394: 6.7 Pasang Bekisting untuk SNI # # #

  M2 333,582.67 34,315,648.92 - Balok 7394: 6.23

  SNI # # # Pembesian dengan Besi Polos atau Ulir KG -

  18,595.80 7394: 6.17

  Jumlah = Rp 71,638,157.14 Balok B8 25x40

  SNI

  0.35 Beton K-225 - M3 801,602.06 280,560.72

  7394: 6.7 Pasang Bekisting untuk SNI

  4.05 M2 333,582.67 1,351,009.80

• Balok 7394: 6.23

  SNI

  59.71 Pembesian dengan Besi Polos atau Ulir KG 18,595.80 - 7394: 6.17

  Jumlah = Rp 2,741,892.29 Balok B9 25x40

  1.05 Beton K-225 SNI M3 801,602.06 841,682.16 -

  7394: 6.7 Pasang Bekisting untuk SNI

  12.15 M2 333,582.67 4,053,029.40 - Balok 7394: 6.23

  SNI # # # Pembesian dengan Besi Polos atau Ulir KG 18,595.80 -

  7394: 6.17

  Jumlah = Rp 7,990,154.06 Balok BA 20x30

  SNI

  0.79

• Beton K-225 M3 801,602.06 634,868.83

  7394: 6.7 Pasang Bekisting untuk SNI

  12.32 M2 333,582.67 4,109,738.45 - Balok 7394: 6.23

  SNI # # #

• Pembesian dengan Besi Polos atau Ulir KG 18,595.80

  7394: 6.17

  Jumlah = Rp 7,814,569.86 Balok B1 15x30

  SNI

  0.41

• Beton K-225 M3 801,602.06 324,648.83

  7394: 6.7 Pasang Bekisting untuk SNI

  7.65

• M2 333,582.67 2,551,907.40

  Balok 7394: 6.23 SNI

  92.22 Pembesian dengan Besi Polos atau Ulir KG - 18,595.80

  7394: 6.17

  Jumlah = Rp 4,591,456.61 Balok B1 25x40

  SNI

  1.05 Beton K-225 - M3 801,602.06 841,682.16

  7394: 6.7 Pasang Bekisting untuk SNI

  12.15

• M2 333,582.67 4,053,029.40

  Balok 7394: 6.23 SNI # # #

  Pembesian dengan Besi Polos atau Ulir KG - 18,595.80

  7394: 6.17

  Jumlah = Rp 8,461,199.66 Balok B2 25x40

  SNI

  0.35 Beton K-225 M3 801,602.06 280,560.72 - 7394: 6.7

  Pasang Bekisting untuk SNI

  4.05 M2 333,582.67 - 1,351,009.80

  Balok 7394: 6.23 SNI

  72.37 Pembesian dengan Besi Polos atau Ulir KG 18,595.80 - 7394: 6.17

  Jumlah = Rp 2,977,415.09 Balok B3 25x40

  SNI

  0.35 Beton K-225 M3 801,602.06 280,560.72 - 7394: 6.7

  Pasang Bekisting untuk SNI

  4.05

• M2 333,582.67 1,351,009.80

  Balok 7394: 6.23 SNI

  97.70 Pembesian dengan Besi Polos atau Ulir KG 18,595.80 - 7394: 6.17

  Jumlah = Rp 3,448,460.68 Balok B4 25x40 SNI

  0.35 Beton K-225 M3 801,602.06 280,560.72 - 7394: 6.7

  Pasang Bekisting untuk SNI

  4.05

• M2 333,582.67 1,351,009.80

  Balok 7394: 6.23 SNI

  72.37 Pembesian dengan Besi Polos atau Ulir KG - 18,595.80

  7394: 6.17

  Jumlah = Rp 2,977,415.09 Balok B5 25x40

  SNI

  2.10 Beton K-225 M3 801,602.06 1,683,364.33 - 7394: 6.7

  Pasang Bekisting untuk SNI

  24.30 M2 - 333,582.67 8,106,058.80

  Balok 7394: 6.23 SNI # # #

  Pembesian dengan Besi Polos atau Ulir KG 18,595.80 - 7394: 6.17

  Jumlah = Rp 17,864,490.52 Balok B6 25x40

  SNI

  2.31 Beton K-225 M3 801,602.06 1,851,700.76 - 7394: 6.7

  Pasang Bekisting untuk SNI

  26.73 M2 333,582.67 8,916,664.68 - Balok 7394: 6.23

  SNI # # #

• Pembesian dengan Besi Polos atau Ulir KG 18,595.80

  7394: 6.17

  Jumlah = Rp 20,169,089.73 Balok B7 25x40

  SNI

  8.89 Beton K-225 M3 - 801,602.06 7,126,242.31

  7394: 6.7 Pasang Bekisting untuk SNI # # #

• M2 333,582.67 34,315,648.92

  Balok 7394: 6.23 SNI # # #

  Pembesian dengan Besi Polos atau Ulir KG - 18,595.80

  7394: 6.17

  Jumlah = Rp 71,638,157.14 Balok BA 20x30

  SNI

  0.79 Beton K-225 M3 801,602.06 634,868.83 - 7394: 6.7

  Pasang Bekisting untuk SNI

  12.32 M2 333,582.67 - 4,109,738.45

  Balok 7394: 6.23 SNI # # #

  Pembesian dengan Besi Polos atau Ulir KG 18,595.80 - 7394: 6.17

  Jumlah = Rp 7,814,569.86 Balok B1 15x30

  SNI

  0.41 Beton K-225 M3 801,602.06 - 324,648.83

  7394: 6.7 Pasang Bekisting untuk SNI

  7.65

• M2 333,582.67 2,551,907.40

  Balok 7394: 6.23 SNI

  92.22 Pembesian dengan Besi Polos atau Ulir KG - 18,595.80

  7394: 6.17

  Jumlah = Rp 4,591,456.61

  ELEVASI + 12.00 Balok B1 25x40

  SNI

  2.66 Beton K-225 M3 - 801,602.06 2,132,261.48

  7394: 6.7 Pasang Bekisting untuk SNI

  30.78 M2 333,582.67 10,267,674.48 - Balok 7394: 6.23

  SNI # # #

• Pembesian dengan Besi Polos atau Ulir KG 18,595.80

  7394: 6.17

  Jumlah = Rp 21,435,039.14 Balok B2 25x40

  SNI

  2.10 Beton K-225 M3 801,602.06 1,683,364.33 - 7394: 6.7

  Pasang Bekisting untuk SNI

  24.30

• M2 333,582.67 8,106,058.80

  Balok 7394: 6.23 SNI # # #

  Pembesian dengan Besi Polos atau Ulir KG - 18,595.80

  7394: 6.17

  Jumlah = Rp 17,864,490.52 Balok B3 25x40

  SNI

  4.06 Beton K-225 - M3 801,602.06 3,254,504.36

  7394: 6.7 Pasang Bekisting untuk SNI

  46.98

• M2 333,582.67 15,671,713.68

  Balok 7394: 6.23 SNI # # #

  Pembesian dengan Besi Polos atau Ulir KG 18,595.80 - 7394: 6.17

  Jumlah = Rp 40,002,143.94 Balok B4 25x40

  SNI

  1.82 Beton K-225 M3 - 801,602.06 1,458,915.75

  7394: 6.7 Pasang Bekisting untuk SNI

  21.06 M2 333,582.67 7,025,250.96 - Balok 7394: 6.23

  SNI # # # Pembesian dengan Besi Polos atau Ulir -

  KG 18,595.80 7394: 6.17

  Jumlah = Rp 15,482,558.45 Balok B5 25x40

  SNI

  3.22

• Beton K-225 M3 801,602.06 2,581,158.63

  7394: 6.7 Pasang Bekisting untuk SNI

  37.26

• M2 333,582.67 12,429,290.16

  Balok 7394: 6.23 SNI # # #

  Pembesian dengan Besi Polos atau Ulir KG 18,595.80 - 7394: 6.17

  Jumlah = Rp 27,392,218.80 Balok BA 20x30

  SNI

  0.79 Beton K-225 M3 - 801,602.06 634,868.83

  7394: 6.7 Pasang Bekisting untuk SNI

  12.32 M2 333,582.67 4,109,738.45 - Balok 7394: 6.23

  SNI # # # Pembesian dengan Besi Polos atau Ulir KG 18,595.80 -

  7394: 6.17

  Jumlah = Rp 7,814,569.86 ELEVASI + 13.00 Balok B1 15x30

  SNI

  1.24 Beton K-225 M3 801,602.06 995,589.76 - Pasang Bekisting untuk SNI

  23.46 M2 333,582.67 - 7,825,849.36

  Balok 7394: 6.23 SNI # # #

  Pembesian dengan Besi Polos atau Ulir KG - 18,595.80

  7394: 6.17

  Jumlah = Rp 14,080,466.95 ELEVASI + 15.00 Balok B1 15x30

  SNI

  0.70 Beton K-225 M3 801,602.06 562,724.65 - 7394: 6.7

  Pasang Bekisting untuk SNI

  13.26

• M2 333,582.67 4,423,306.16

  Balok 7394: 6.23 SNI # # #

  Pembesian dengan Besi Polos atau Ulir KG - 18,595.80

  7394: 6.17

  Jumlah = Rp 7,958,524.80 PEKERJAAN PLAT

7 LANTAI ELEVASI + 4.00

  SNI

  43.20

• Beton K-225 M3 801,602.06 34,629,208.99

  7394: 6.7 Pasang Bekisting untuk SNI # # #

• M2 312,265.50 112,415,580.00

  Lantai 7394: 6.24 Pembesian dengan Besi SNI # # #

  KG 18,595.80 - 158,482,631.12

  Polos atau Ulir 7394: 6.17

  Jumlah = # # # # # # # # # # # # # ELEVASI + 8.00

  SNI

  38.40 Beton K-225 - M3 801,602.06 30,781,519.10

  7394: 6.7 Pasang Bekisting untuk SNI # # #

  M2 312,265.50 - 99,924,960.00

  Lantai 7394: 6.24 Pembesian dengan Besi SNI # # #

  KG 18,595.80 - 140,873,449.88

  Polos atau Ulir 7394: 6.17

  Jumlah = # # # # # # # # # # # # # ELEVASI + 12.00

  SNI

  24.24 Beton K-225 M3 - 801,602.06 19,430,833.93

  7394: 6.7 Pasang Bekisting untuk SNI # # #

• M2 312,265.50 63,077,631.00

  Lantai 7394: 6.24 Pembesian dengan Besi SNI # # #

• KG 18,595.80 88,926,365.24

  Polos atau Ulir 7394: 6.17

  Jumlah = # # # # # # # # # # # # # ELEVASI + 15.00

  SNI

  5.04

• Beton K-225 M3 801,602.06 4,040,074.38

  7394: 6.7 Pasang Bekisting untuk SNI

  42.00

• M2 312,265.50 13,115,151.00

  Lantai 7394: 6.24

  Pembesian dengan Besi SNI # # #

• KG 18,595.80 18,489,640.30

  Polos atau Ulir 7394: 6.17

  Jumlah = Rp 35,644,865.68

  8 PEKERJAAN TANGGA TANGGA UTAMA

  SNI

  16.42 Beton K-225 M3 - 801,602.06 13,161,410.90

  7394: 6.7 Pasang Bekisting untuk SNI # # #

  M2 312,265.50 46,440,265.41 - Lantai 7394: 6.24 Pembesian dengan Besi SNI # # #

  KG 18,595.80 49,654,934.36 - Polos atau Ulir 7394: 6.17

  26.89 Railing Tangga - PBA 6.13 M' 649,839.60 17,476,911.41 SNI

  99.79 Pasangan Keramik M2 121,754.02 12,150,077.16 - 7395: 6.35

  Jumlah = # # # # # # # # # # # # #

  9 PEKERJAAN ATAP

  PPA # # #

• Rangka baja ringan M2 220,217.00 35,770,948.40

  6.32A # # #

  Atap Metal PPA 6.32 M2 105,714.00 - 17,171,653.59

  Jumlah = Rp 52,942,601.99

10 PEKERJAAN DI NDI NG LANTAI 1

  SNI # # # Pasangan Bata 1/ 2 Bata, 1 Pc : 2 Pp M2 92,181.06 -

  6897: 6.7 SNI # # #

  Plesteran 1 Pc : 2 Ps, tebal 15 mm M2 47,308.44 - 2837: 6.2

  SNI # # # Pasangan Bata 1/ 2 Bata, 1 Pc : 4 Pp -

  M2 82,990.23 6897: 6.9

  SNI # # # Plesteran 1 Pc : 4 Ps, tebal 15 mm M2 42,569.04 -

  2837: 6.4 PPL

  46.80 Keramik dinding 30 x 30 cm M2 - 172,194.23 8,058,689.96

  6.44A

  Jumlah = Rp 74,409,144.42 LANTAI 2

  SNI # # #

• Pasangan Bata 1/ 2 Bata, 1 Pc : 4 Pp M2 82,990.23

  6897: 6.9 SNI # # #

  Plesteran 1 Pc : 4 Ps, tebal 15 mm M2 - 42,569.04

  2837: 6.4 PPL

  46.80 Keramik dinding 30 x 30 cm M2 - 172,194.23 8,058,689.96

  6.44A

  Jumlah = Rp 63,627,338.13 LANTAI 3

  SNI # # # Pasangan Bata 1/ 2 Bata, 1 Pc : 4 Pp -

  M2 82,990.23 6897: 6.9

  SNI # # # Plesteran 1 Pc : 4 Ps, tebal 15 mm M2 -

  42,569.04 2837: 6.4

  46.80 Keramik dinding 30 x 30 cm PPL M2 172,194.23 8,058,689.96 -

  6.44A

  Jumlah = Rp 63,627,338.13 LANTAI 4

  SNI

  80.00 Pasangan Bata 1/ 2 Bata, 1 Pc : 4 Pp M2 82,990.23 - 6897: 6.9

  SNI # # # Plesteran 1 Pc : 4 Ps, tebal 15 mm M2 -

  42,569.04 2837: 6.4

  Jumlah = Rp 13,450,264.80

  11 PEKERJAAN LANTAI LANTAI 1

  SNI

  15.00 Pasang Lantai Keramik 30 x 30 cm M2 121,754.02 - 7395: 6.35

  Pasang Lantai Keramik Homogenous 60 # # # PPL 6.13 -

  M2 222,104.62 x 60 cm

  Jumlah = Rp 64,904,022.38 LANTAI 2

  SNI

  15.00 Pasang Lantai Keramik 30 x 30 cm M2 121,754.02 - 7395: 6.35

  Pasang Lantai Keramik Homogenous 60 # # #

• PPL 6.13 M2 222,104.62 x 60 cm

  Jumlah = Rp 60,017,720.74 LANTAI 3

  SNI

  15.00 Pasang Lantai Keramik 30 x 30 cm M2 121,754.02 - 7395: 6.35

  Pasang Lantai Keramik Homogenous 60 # # # PPL 6.13 M2 -

  222,104.62 x 60 cm

  Jumlah = Rp 60,017,720.74

  12 PEKERJAAN PLAFOND LANTAI 1

  PLL 6.24 # # #

• Rangka Gypsum, Furing jarak 60x100cm M2 60,735.00

  B SNI # # #

  Langit - langit Gypsum Board, tbl. 9 mm M2 39,304.00 - 2839: 6.7

  Jumlah = Rp 36,014,040.00 LANTAI 2

  PLL 6.24 # # #

• Rangka Gypsum, Furing jarak 60x100cm M2 60,735.00

  B SNI # # #

  Langit - langit Gypsum Board, tbl. 9 mm - M2 39,304.00

  2839: 6.7

  Jumlah = Rp 32,012,480.00 LANTAI 3

  PLL 6.24 # # #

• Rangka Gypsum, Furing jarak 60x100cm M2 60,735.00

  B SNI # # #

  Langit - langit Gypsum Board, tbl. 9 mm M2 39,304.00 - 2839: 6.7

  Jumlah = Rp 20,207,878.00 LANTAI 4 PLL 6.24

  42.00 Rangka Gypsum, Furing jarak 60x100cm M2 - 60,735.00

  B SNI

  42.00 Langit - langit Gypsum Board, tbl. 9 mm M2 39,304.00 - 2839: 6.7

  Jumlah = Rp 4,201,638.00

13 PEKERJAAN PI NTU DAN JENDELA P1

  SNI

  12.00 Kusen Aluminium M' 82,252.60 987,031.20 - 7393: 6.11

  12.00 Kaca t.5mm PA 1A M2 313,097.80 3,757,173.60 -

  1.00 Handle HL SET 250,000.00 - 250,000.00

  2.00 ET SET - Engsel Tanam 600,000.00 1,200,000.00

  Jumlah = Rp 6,194,204.80 P2

  Pintu Besi , rangka hollow, penutup plat SNI

  3.40 M2 # # # # # # # # - 2mm - 2 sisi 7393: 6.4

  1.00 Handle - HL SET 250,000.00 250,000.00

  1.00 Kunci KP SET 250,000.00 - 250,000.00

  4.00 Engsel bubut dia 3" EB BH 15,000.00 60,000.00 - Anl.

  4.00

• Pengecatan M2 37,760.00 151,040.00

  K.23+ 40

  Jumlah = Rp 5,968,398.80

  22.00 PA 1 - SET # # # # # # # # 41,815,400.00

  P3 Jumlah =

   Rp 41,815,400.00 J1

  SNI # # # Kusen Aluminium M' -

  82,252.60 8,981,983.92 7393: 6.11

  67.60

• Kaca t.5mm PA 1A M2 313,097.80 21,165,411.28

  Jumlah = Rp 30,147,395.20 J2

  SNI # # #

• Kusen Aluminium M' 82,252.60 20,267,040.64

  7393: 6.11 # # #

  Kaca t.5mm PA 1A M2 313,097.80 33,664,275.46 -

  Jumlah = Rp 53,931,316.10 J3

  SNI # # #

• Kusen Aluminium M' 82,252.60 27,636,873.60

  7393: 6.11 SNI

  84.00 Frame Aluminium M' - 82,252.60 6,909,218.40

  7393: 6.11

  30.00

• Engsel EC BH 66,000.00 1,980,000.00

  93.60

• Kaca t.5mm PA 1A M2 313,097.80 29,305,954.08

  Jumlah = Rp 65,832,046.08

  V1

• Kusen Aluminium SNI
• Frame Aluminium SNI
• Engsel EC BH
• Kaca t.5mm PA 1A M2 313,097.80 1,014,436.87
• Cat Tembok, 1x dasar, 2x finish
• Cat Plafond, 1x dasar, 2x finish

• Pekerjaan Pipa PVC Ø ¾ " AW
• Pekerjaan Pipa PVC Ø 3" AW
• Pekerjaan Pipa PVC Ø 2 ½ " AW
• Pekerjaan Pipa PVC Ø 4" AW
• Kran Air PS 6.35 BH
• Floor drain FD4 BH
• Closet duduk PS 6.1 BH
• Urinoir PS 6.4 BH
• Pekerjaan Pipa PVC Ø ¾ " AW
• Pekerjaan Pipa PVC Ø 2 ½ " AW
• Pekerjaan Pipa PVC Ø 3" AW
• Pekerjaan Pipa PVC Ø 4" AW
• Kran Air PS 6.35 BH
• Floor drain FD4 BH
• Closet duduk PS 6.1 BH
• Urinoir PS 6.4 BH
• Pekerjaan Pipa PVC Ø ¾ " AW

  4.00 70,000.00 280,000.00

  4.00 # # # # # # # # 8,960,240.00

  2.00 # # # # # # # # 4,877,717.20

  Jumlah = Rp 20,373,868.43 LANTAI 2

  PS 6.26 M'

  55.80 23,940.00 1,335,852.00

  PS 6.29 M'

  14.52 29,538.60 428,900.47

  PS 6.31 M'

  PS 6.32 M'

  12.00 118,098.60 1,417,183.20

  15.60 136,188.60 2,124,542.16

  4.00 150,000.00 600,000.00

  4.00 70,000.00 280,000.00

  4.00 # # # # # # # # 8,960,240.00

  2.00 # # # # # # # # 4,877,717.20

  Jumlah = Rp 20,024,435.03 LANTAI 3

  PS 6.26 M'

  73.20 23,940.00 1,752,408.00

  PS 6.29 M'

  4.00 150,000.00 600,000.00

  21.60 136,188.60 2,941,673.76

  PS 6.32 M'

  8.52 29,538.60 251,668.87

  7393: 6.11 M'

  21.60 82,252.60 1,776,656.16

  7393: 6.11 M'

  21.60 82,252.60 1,776,656.16

  18.00 66,000.00 1,188,000.00

  Jumlah = Rp 5,755,749.19

  14 PEKERJAAN PENGECATAN

  PC 6.14 M2 # # #

  18,460.00 35,407,264.53

  PC 6.14 M2 # # #

  18,460.00 17,057,040.00

  Jumlah = Rp 52,464,304.53

  15 PEKERJAAN SANI TARY LANTAI 1

  PS 6.26 M'

  48.60 23,940.00 1,163,484.00

  PS 6.31 M'

  11.00 118,098.60 1,299,084.60

  PS 6.29 M'

  13.32 29,538.60 393,454.15

• Pekerjaan Pipa PVC Ø 2 ½ " AW
• Pekerjaan Pipa PVC Ø 3" AW

• Pekerjaan Pipa PVC Ø 4" AW
• Kran Air PS 6.35 BH
• Floor drain FD4 BH 70,000.00 280,000.00
• Closet duduk PS 6.1 BH

• Urinoir PS 6.4 BH
• Pekerjaan Pipa PVC Ø 1" AW
• Pekerjaan Pipa PVC Ø 2" AW
• Pekerjaan Pipa PVC Ø 4" AW
• Gate Valve Ø ¾ " GV¾ BH
• Gate Valve Ø 2" TAKSI R BH
• Floating Valve 3" FV3 BH
• Roof Drain RD BH
• Roof Tank cap. 5000 ltr, polyetilene TA5000 SET

  1.00 # # # # # # # # 3,450,000.00

  22.50 97,500.00 2,193,750.00

  1.00 # # # # # # # # 72,500,000.00

  44.00 235,100.00 10,344,400.00

  9.00 396,800.00 3,571,200.00

  2.00 42,370.00 84,740.00

  1.00 43,580.00 43,580.00

  1.00 72,850.00 72,850.00

  TL236 SET

  9.00 52,850.00 475,650.00

  21.00 574,250.00 12,059,250.00

  7.00 90,500.00 633,500.00

  16.00 100,380.00 1,606,080.00

  Jumlah = # # # # # # # # # # # # # LANTAI 2

  1.00 # # # # # # # # 3,450,000.00

  42.00 235,100.00 9,874,200.00

  9.00 396,800.00 3,571,200.00

  4.00 42,370.00 169,480.00

  TAKSI R SET 1.00 # # # # # # # # 25,000,000.00

  2.00 # # # # # # # #

  Jumlah = Rp 38,414,067.20

  Jumlah = Rp 20,242,118.39 LANTAI ATAP

  PS 6.31 M'

  12.00 118,098.60 1,417,183.20

  PS 6.32 M'

  14.40 136,188.60 1,961,115.84

  4.00 150,000.00 600,000.00

  4.00 # # # # # # # # 8,960,240.00

  2.00 # # # # # # # # 4,877,717.20

  PS 6.27 M'

  7.00 159,500.00 1,116,500.00

  18.00 7,740.00 139,320.00

  PS 6.28 M'

  6.00 7,740.00 46,440.00

  PS 6.32 M'

  52.00 136,188.60 7,081,807.20

  5.00 250,000.00 1,250,000.00

  3.00 # # # # # # # # 3,600,000.00

  2.00 # # # # # # # # 9,480,000.00

16 PEKERJAAN LI STRI K LANTAI 1

• Master Distribution Panel Box, complete w/ komponen pendukung didalamnya
• Distribution Panel Box - SET
• Kabel NYY 4x10mm2 - M
• UPS kap. 16 kVA - UNI T
• I nstalasi titik lampu PE 1 TTK
• I nstalasi stop kontak PE 1 TTK
• Saklar tunggal PE 3 BH
• Saklar double PE 4 BH
• Saklar hotel PE 4A BH
• Stop kontak PE 2 BH
• Lampu TL 2x36 W type RM300
• Lampu Rooset PL-E 14W PCL11 SET
• Downlight PL-E 14W PCL18 SET
• Distribution Panel Box - SET
• I nstalasi titik lampu PE 1 TTK
• I nstalasi stop kontak PE 1 TTK
• Saklar tunggal PE 3 BH
• Saklar double PE 4 BH

• Saklar hotel PE 4A BH
• Stop kontak PE 2 BH
• Lampu TL 2x36 W type RM300
• Lampu Rooset PL-E 14W PCL11 SET
• Downlight PL-E 14W PCL18 SET

  1.00 # # # # # # # # 3,450,000.00

  7.00 90,500.00 633,500.00

  21.00 574,250.00 12,059,250.00

  TL236 SET

  9.00 52,850.00 475,650.00

  4.00 72,850.00 291,400.00

  1.00 43,580.00 43,580.00

  4.00 42,370.00 169,480.00

  9.00 396,800.00 3,571,200.00

  42.00 235,100.00 9,874,200.00

  Jumlah = Rp 31,973,580.00 LANTAI 3

  Jumlah = Rp 31,973,580.00

  14.00 100,380.00 1,405,320.00

  7.00 90,500.00 633,500.00

  21.00 574,250.00 12,059,250.00

  TL236 SET

  9.00 52,850.00 475,650.00

  4.00 72,850.00 291,400.00

  1.00 43,580.00 43,580.00

• Distribution Panel Box - SET

• I nstalasi titik lampu PE 1 TTK
• I nstalasi stop kontak PE 1 TTK
• Saklar tunggal PE 3 BH
• Saklar double PE 4 BH
• Saklar hotel PE 4A BH
• Stop kontak PE 2 BH
• Lampu TL 2x36 W type RM300
• Lampu Rooset PL-E 14W PCL11 SET
• Downlight PL-E 14W PCL18 SET

  14.00 100,380.00 1,405,320.00

17 PEKERJAAN HYDRANT & SPRI NKLER LANTAI 1

• Fire extinguisher dry chemical 4 kg FE SET
• I ndoor Hydrant box complete w/ aksesories
• Hydrant pilar HP2 SET
• Pondasi hydrant pilar taksir ls
• Pekerjaan Pipa Galvanish Ø 2"
• Pekerjaan Pipa Galvanish Ø 1 ½ "
• Gate Valve dia 2 ½ " TAKSI R BH
• Gate Valve dia 4" TAKSI R BH
• Support Hanger taksir ls
• Sprinkler SPR TTK
• Pekerjaan Pipa Galvanish Ø 2 ½ "
• Pekerjaan Pipa Galvanish Ø 2"
• Pekerjaan Pipa Galvanish Ø 1"
• Pekerjaan Pipa Galvanish Ø 1 ½ "
• Gate Valve dia 3" TAKSI R BH
• Pressure Gauge + Gate Valve PG BH

  Sprinkler

  1.00 # # # # # # # # 1,680,000.00

  8.80 63,620.67 559,861.87

  PS 6.19A M'

  27.50 54,114.00 1,488,135.00

  PS 6.21 M'

  12.00 76,993.73 923,924.80

  PS 6.22 M'

  18.00 114,452.07 2,060,137.20

  PS 6.22A M'

  11.00 84,000.00 924,000.00

  1.00 # # # # # # # # 2,500,000.00

  Hydrant I nstallation

  1.00 # # # # # # # # 3,360,000.00

  1.00 # # # # # # # # 1,440,000.00

  4.40 63,620.67 279,930.93

  PS 6.19A M'

  35.00 76,993.73 2,694,780.67

  PS 6.22 M'

  1.00 # # # # # # # # 1,750,000.00

  1.00 # # # # # # # # 6,480,000.00

  2.00 # # # # # # # #

  HB SET

  2.00 # # # # # # # #

• Flow Switch + Gate Valve FS BH
• Support Hanger taksir ls
• Pekerjaan Pipa Galvanish Ø 1"
• Gate Valve dia 1" TAKSI R BH
• Support Hanger taksir ls

• Fire extinguisher dry chemical 4 kg FE SET
• I ndoor Hydrant box complete w/ aksesories
• Pekerjaan Pipa Galvanish Ø 4"
• Pekerjaan Pipa Galvanish Ø 2"
• Pekerjaan Pipa Galvanish Ø 1 ½ "
• Gate Valve dia 2 ½ " TAKSI R BH
• Support Hanger taksir ls
• Sprinkler SPR TTK
• Pekerjaan Pipa Galvanish Ø 4"
• Pekerjaan Pipa Galvanish Ø 2 ½ "
• Pekerjaan Pipa Galvanish Ø 2"
• Pekerjaan Pipa Galvanish Ø 1"
• Pekerjaan Pipa Galvanish Ø 1 ½ "
• Gate Valve dia 3" TAKSI R BH
• Pressure Gauge + Gate Valve PG BH
• Flow Switch + Gate Valve FS BH
• Support Hanger taksir ls
• Pekerjaan Pipa Galvanish Ø 2"
• Pekerjaan Pipa Galvanish Ø 1"
• Gate Valve dia 1" TAKSI R BH
• Support Hanger taksir ls

  4.40 193,795.47 852,700.05

  PS 6.22A M'

  18.00 114,452.07 2,060,137.20

  PS 6.22 M'

  12.00 76,993.73 923,924.80

  PS 6.21 M'

  27.50 54,114.00 1,488,135.00

  PS 6.19A M'

  8.80 63,620.67 559,861.87

  1.00 # # # # # # # # 1,920,000.00

  1.00 # # # # # # # # 1,680,000.00

  1.00 # # # # # # # # 5,520,000.00

  1.00 # # # # # # # # 2,500,000.00

  Drain

  PS 6.22 M'

  4.84 76,993.73 372,649.67

  PS 6.21 M'

  40.50 54,114.00 2,191,617.00

  4.00 375,000.00 1,500,000.00

  1.00 # # # # # # # # 2,500,000.00

  PS 6.24 M'

  Sprinkler

  11.00 84,000.00 924,000.00

  2.00 # # # # # # # #

  1.00 # # # # # # # # 1,920,000.00

  1.00 # # # # # # # # 5,520,000.00

  1.00 # # # # # # # # 2,500,000.00

  Drain

  PS 6.21 M'

  40.50 54,114.00 2,191,617.00

  4.00 375,000.00 1,500,000.00

  1.00 # # # # # # # # 2,500,000.00

  Jumlah = Rp 50,989,887.47 LANTAI 2

  Hydrant I nstallation

  1.00 # # # # # # # # 2,500,000.00

  HB SET

  2.00 # # # # # # # #

  PS 6.24 M'

  4.40 193,795.47 852,700.05

  PS 6.22 M'

  35.00 76,993.73 2,694,780.67

  PS 6.19A M'

  4.40 63,620.67 279,930.93

  1.00 # # # # # # # # 1,440,000.00

  Jumlah = Rp 41,477,937.24

• Fire extinguisher dry chemical 4 kg FE SET
• I ndoor Hydrant box complete w/ aksesories
• Pekerjaan Pipa Galvanish Ø 4"

• Pekerjaan Pipa Galvanish Ø 2"
• Pekerjaan Pipa Galvanish Ø 1 ½ "
• Gate Valve dia 2 ½ " TAKSI R BH
• Automatic Air Vent taksir ls
• Support Hanger taksir ls
• Sprinkler SPR TTK
• Pekerjaan Pipa Galvanish Ø 4"
• Pekerjaan Pipa Galvanish Ø 2 ½ "
• Pekerjaan Pipa Galvanish Ø 2"
• Pekerjaan Pipa Galvanish Ø 1"
• Pekerjaan Pipa Galvanish Ø 1 ½ "
• Gate Valve dia 3" TAKSI R BH
• Pressure Gauge + Gate Valve PG BH
• Flow Switch + Gate Valve FS BH
• Automatic Air Vent taksir ls
• Support Hanger taksir ls
• Pekerjaan Pipa Galvanish Ø 2"
• Pekerjaan Pipa Galvanish Ø 1"
• Gate Valve dia 1" TAKSI R BH
• Support Hanger taksir ls

  27.50 54,114.00 1,488,135.00

  PS 6.19A M'

  8.80 63,620.67 559,861.87

  1.00 # # # # # # # # 1,680,000.00

  1.00 # # # # # # # # 1,920,000.00

  1.00 # # # # # # # # 5,520,000.00

  1.00 # # # # # # # # 1,980,000.00

  1.00 # # # # # # # # 2,500,000.00

  Drain

  PS 6.22 M'

  4.84 76,993.73 372,649.67

  PS 6.21 M'

  40.50 54,114.00 2,191,617.00

  4.00 375,000.00 1,500,000.00

  1.00 # # # # # # # # 2,500,000.00

  Jumlah = Rp 45,437,937.24

  1.00 # # # # # # # # 11,250,000.00

  1.00 # # # # # # # # 11,250,000.00

  1.00 # # # # # # # # 7,150,000.00

  1.00 69,000.00 69,000.00

  1.00 # # # # # # # # 2,750,000.00

  PS 6.21 M'

  12.00 76,993.73 923,924.80

  PS 6.22 M'

  35.00 76,993.73 2,694,780.67

  LANTAI 3

  2.00 # # # # # # # #

  Hydrant I nstallation

  HB SET

  2.00 # # # # # # # #

  PS 6.24 M'

  4.40 193,795.47 852,700.05

  PS 6.22 M'

  PS 6.19A M'

  18.00 114,452.07 2,060,137.20

  4.40 63,620.67 279,930.93

  1.00 # # # # # # # # 1,440,000.00

  1.00 # # # # # # # # 1,980,000.00

  1.00 # # # # # # # # 2,500,000.00

  Sprinkler

  11.00 84,000.00 924,000.00

  PS 6.24 M'

  4.40 193,795.47 852,700.05

  PS 6.22A M'

18 PEKERJAAN FI RE ALARM SYSTEM LANTAI 1

• Master Distribution Frame TAKSI R SET
• Master Distribution Frame TAKSI R SET
• Announcer Panel 8 zone AFS SET
• End of Line Resistor TAKSI R BH
• Battery NI CD TAKSI R BH
• Power surge arrester TAKSI R BH

• Grounding TAKSI R BH
• Terminal Box 10 Pairs TB10 BH
• I nstalasi fire Alarm PE 1 TTK

• Fixed Temperatur Heat Detector FTHD BH
• Rate Of Rise Heat Detector RRHD BH
• Photo Electric Smoke Detector PESD BH
• Alarm Bell AB BH
• Manual Break Glass Switch MPB BH
• I nstalasi fire Alarm PE 1 TTK
• Terminal Box 10 Pairs TB10 BH
• Fixed Temperatur Heat Detector FTHD BH
• Rate Of Rise Heat Detector RRHD BH
• Photo Electric Smoke Detector PESD BH
• End of Line Resistor TAKSI R BH
• Alarm Bell AB BH
• Manual Break Glass Switch MPB BH
• I nstalasi fire Alarm PE 1 TTK
• Terminal Box 10 Pairs TB10 BH
• Fixed Temperatur Heat Detector FTHD BH
• Rate Of Rise Heat Detector RRHD BH
• Photo Electric Smoke Detector PESD BH
• End of Line Resistor TAKSI R BH
• Alarm Bell AB BH
• Manual Break Glass Switch MPB BH

  1.00 # # # # # # # # 5,070,000.00

  1.00 112,500.00 112,500.00

  1.00 88,500.00 88,500.00

  9.00 507,000.00 4,563,000.00

  1.00 69,000.00 69,000.00

  1.00 250,900.00 250,900.00

  1.00 975,000.00 975,000.00

  Jumlah = Rp 13,715,000.00

  2.00 # # # # # # # # 110,000,000.00

  4.00 360,891.26 1,443,565.04

  2835.6.1 M3

  21.33 39,915.00 851,307.12

  SNI 2835.6.9

  M3

  5.33 11,430.00 60,944.76

  2835.6.11 M3

  0.50 155,232.00 76,995.07

  11.00 235,100.00 2,586,100.00

  1.00 975,000.00 975,000.00