Acuan Harga Mahasiswa Kecil 2 Lt

BQ Sub Rusun Mahasiswa Kecil 2 Lt

ACUAN KUANTITAS DAN HARGAPEKERJAAN PEMBANGUNAN RUSUNAWA TIPE MAHASISWA KCL / 2 LT

Pekerjaan : Pembangunan Rusunawa Wilayah IILokasi : Jawa BaratSatuan Kerja : Penyediaan Perumahan Kementerian Perumahan RakyatKegiatan : Penyediaan Rumah SusunTahun Anggaran : 2014

NO URAIAN PEKERJAAN VOLUME SAT JUMLAH HARGA BOBOT

I. PEKERJAAN PERSIAPAN 50,855,450.00 2.472 1 Pengukuran dan Pemasangan Bouwplank 92.40 M¹ 26,920.00 2,487,408.00 0.121 2 Direksi Keet 8.75 M² 719,880.00 6,298,950.00 0.306 3 Gudang Kerja 12.00 M² 258,820.00 3,105,840.00 0.151 4 Papan Nama Proyek 1.00 Bh 122,370.00 122,370.00 0.006 5 Foto Proyek 3 Fase (warna) 3.00 Set 157,390.00 472,170.00 0.023 6 Air Kerja 1.00 Ls 5,000,000.00 5,000,000.00 0.243 7 Listrik Kerja 1.00 Ls 7,500,000.00 7,500,000.00 0.365 8 Pagar Seng Keliling Proyek 92.40 M¹ 239,380.00 22,118,712.00 1.075 9 Pekerjaan Sondir sebanyak 3 titik diagonal (incl. Laporan) 3.00 Ttk 1,250,000.00 3,750,000.00 0.182

Termasuk Laporan Penyelidikan Tanah yang dikeluarkan oleh Institusi resmi

II. PEKERJAAN STRUKTUR 854,925,156.39 41.560 A. LANTAI DASAR 295,847,396.64 14.382

A.1 Pekerjaan Struktur Bawah 146,095,914.68 7.102 1 Pekerjaan Pondasi Foot Plate

TIPE FP 1, 34 Bh - Beton K-250 31.24 M³ 850,000.00 26,551,875.00 1.291 - Besi beton 3,279.94 Kg 7,850.00 25,747,509.38 1.252 - Bekisting 71.40 M² 70,000.00 4,998,000.00 0.243 TIPE FP 2, 2 Bh - Beton K-250 1.35 M³ 850,000.00 1,147,500.00 0.056 - Besi beton 141.75 Kg 7,850.00 1,112,737.50 0.054 - Bekisting 3.00 M² 70,000.00 210,000.00 0.010 TIPE FP 3, 2 Bh - Beton K-250 0.60 M³ 850,000.00 510,000.00 0.025 - Besi beton 63.00 Kg 7,850.00 494,550.00 0.024 - Bekisting 2.00 M² 70,000.00 140,000.00 0.007

2 Tie Beam / Sloof TB1 25X40 L = 5,4 m, Unit : 18 Bh

- Beton K-250 9.72 M³ 850,000.00 8,262,000.00 0.402 - Besi beton 1,655.70 Kg 7,850.00 12,997,206.39 0.632 - Bekisting 77.76 M² 70,000.00 5,443,200.00 0.265

3 Tie Beam / Sloof TB2 25X30 L = 3,0 m, Unit : 6 Bh - Beton K-250 1.35 M³ 850,000.00 1,147,500.00 0.056 - Besi beton 229.96 Kg 7,850.00 1,805,167.55 0.088 - Bekisting 10.80 M² 70,000.00 756,000.00 0.037

4 Tie Beam / Sloof TB2 25X30 L = 2,5 m, Unit : 10 Bh - Beton K-250 1.88 M³ 850,000.00 1,593,750.00 0.077 - Besi beton 319.37 Kg 7,850.00 2,507,044.69 0.122 - Bekisting 15.00 M² 70,000.00 1,050,000.00 0.051

5 Tie Beam / Sloof TB2 25X30 L = 2,2 m, Unit : 4 Bh - Beton K-250 0.66 M³ 850,000.00 561,000.00 0.027 - Besi beton 144.20 Kg 7,850.00 1,131,970.00 0.055 - Bekisting 5.28 M² 70,000.00 369,600.00 0.018

6 Tie Beam / Sloof TB3 25X40 L = 4,2 m, Unit : 24 Bh - Beton K-250 10.08 M³ 850,000.00 8,568,000.00 0.417 - Besi beton 1,670.32 Kg 7,850.00 13,111,998.28 0.637 - Bekisting 80.64 M² 70,000.00 5,644,800.00 0.274

7 Tie Beam / Sloof KS1 25X40 L = 1,0 m, Unit : 2 Bh - Beton K-250 2.00 M³ 850,000.00 1,700,000.00 0.083 - Besi beton 50.33 Kg 7,850.00 395,090.50 0.019 - Bekisting 1.60 M² 70,000.00 112,000.00 0.005

8 Balok KS4 dim 25x40, L = 1.0 m (2 Bh) - Beton K-250 0.32 M³ 850,000.00 272,000.00 0.013 - Besi beton 84.43 Kg 7,850.00 662,813.94 0.032 - Bekisting 2.56 M² 114,980.00 294,348.80 0.014

9 Tie Beam / Sloof BA1 20x30 L = 3,0 m, Unit : 2 Bh - Beton K-250 0.36 M³ 850,000.00 306,000.00 0.015 - Besi beton 86.12 Kg 7,850.00 676,020.12 0.033 - Bekisting 3.60 M² 70,000.00 252,000.00 0.012

10 Tie Beam / Sloof BA2 15x30 L = 3,0 m, Unit : 1 Bh - Beton K-250 0.14 M³ 850,000.00 114,750.00 0.006 - Besi beton 34.68 Kg 7,850.00 272,247.56 0.013 - Bekisting 1.80 M² 70,000.00 126,000.00 0.006

11 Galian tanah dibawah Pondasi

TIPE FP 1, 34 Bh 64.64 M³ 33,430.00 2,160,998.78 0.105 TIPE FP 2, 2 Bh 2.89 M³ 33,430.00 96,612.70 0.005 TIPE FP 3, 2 Bh 1.44 M³ 33,430.00 48,139.20 0.002

12 Galian tanah dibawah Tie- beam

HARGA SATUAN


NO URAIAN PEKERJAAN VOLUME SAT JUMLAH HARGA BOBOTHARGA SATUAN

Tie Beam / Sloof TB1 25X40 L = 5,4 m, Unit : 18 Bh 20.41 M³ 33,430.00 682,373.16 0.033 Tie Beam / Sloof TB2 25X30 L = 3,0 m, Unit : 6 Bh 3.15 M³ 33,430.00 105,304.50 0.005 Tie Beam / Sloof TB2 25X30 L = 2,5 m, Unit : 10 Bh 4.38 M³ 33,430.00 146,256.25 0.007 Tie Beam / Sloof TB2 25X30 L = 2,2 m, Unit : 4 Bh 1.54 M³ 33,430.00 51,482.20 0.003 Tie Beam / Sloof TB3 25X40 L = 4,2 m, Unit : 24 Bh 21.17 M³ 33,430.00 707,646.24 0.034 Tie Beam / Sloof KS1 25X40 L = 1,0 m, Unit : 2 Bh 0.42 M³ 33,430.00 14,040.60 0.001 Tie Beam / Sloof BA1 20x30 L = 3,0 m, Unit : 2 Bh 0.90 M³ 33,430.00 30,087.00 0.001 Tie Beam / Sloof BA2 15x30 L = 3,0 m, Unit : 1 Bh 0.38 M³ 33,430.00 12,536.25 0.001

13 Urug pasir dibawah Pondasi


15 Urug pasir dibawah Tie Beam t=10 cm

Tie Beam / Sloof TB1 25X40 L = 5,4 m, Unit : 18 Bh 3.40 M³ 112,500.00 382,725.00 0.019 Tie Beam / Sloof TB2 25X30 L = 3,0 m, Unit : 6 Bh 0.63 M³ 112,500.00 70,875.00 0.003 Tie Beam / Sloof TB2 25X30 L = 2,5 m, Unit : 10 Bh 0.88 M³ 112,500.00 98,437.50 0.005 Tie Beam / Sloof TB2 25X30 L = 2,2 m, Unit : 4 Bh 0.31 M³ 112,500.00 34,650.00 0.002 Tie Beam / Sloof TB3 25X40 L = 4,2 m, Unit : 24 Bh 3.53 M³ 112,500.00 396,900.00 0.019 Tie Beam / Sloof KS1 25X40 L = 1,0 m, Unit : 2 Bh 0.07 M³ 112,500.00 7,875.00 0.000 Tie Beam / Sloof BA1 20x30 L = 3,0 m, Unit : 2 Bh 0.21 M³ 112,500.00 23,625.00 0.001 Tie Beam / Sloof BA2 15x30 L = 3,0 m, Unit : 1 Bh 0.10 M³ 112,500.00 11,812.50 0.001

16 Lantai kerja dibawah Foot Plate t=5 cm


17 Lantai kerja dibawah Tie Beam t=10 cm

Tie Beam / Sloof TB1 25X40 L = 5,4 m, Unit : 18 Bh 3.40 M³ 532,510.00 1,811,599.02 0.088 Tie Beam / Sloof TB2 25X30 L = 3,0 m, Unit : 6 Bh 0.63 M³ 532,510.00 335,481.30 0.016 Tie Beam / Sloof TB2 25X30 L = 2,5 m, Unit : 10 Bh 0.88 M³ 532,510.00 465,946.25 0.023 Tie Beam / Sloof TB2 25X30 L = 2,2 m, Unit : 4 Bh 0.31 M³ 532,510.00 164,013.08 0.008 Tie Beam / Sloof TB3 25X40 L = 4,2 m, Unit : 24 Bh 3.53 M³ 532,510.00 1,878,695.28 0.091 Tie Beam / Sloof KS1 25X40 L = 1,0 m, Unit : 2 Bh 0.07 M³ 532,510.00 37,275.70 0.002 Tie Beam / Sloof BA1 20x30 L = 3,0 m, Unit : 2 Bh 0.21 M³ 532,510.00 111,827.10 0.005 Tie Beam / Sloof BA2 15x30 L = 3,0 m, Unit : 1 Bh 0.10 M³ 532,510.00 55,913.55 0.003

18 Urugan tanah kembali bekas galian 86.44 M³ 11,110.00 960,365.07 0.047

A.2 Pekerjaan Struktur Lantai Dasar 149,751,481.96 7.280

1 Kolom K1A : 30x40, 36 Unit - Beton K-250 25.27 M³ 850,000.00 21,481,200.00 1.044 - Besi beton 5,942.46 Kg 7,850.00 46,648,295.93 2.268 - Bekisting 294.84 M² 91,290.00 26,915,943.60 1.308

2 Kolom K2A : 30x40, 2 Unit - Beton K-250 1.40 M³ 850,000.00 1,193,400.00 0.058 - Besi beton 330.14 Kg 7,850.00 2,591,572.00 0.126 - Bekisting 16.38 M² 91,290.00 1,495,330.20 0.073

3 Kolom K3 : 25x25, 2 Unit - Beton K-250 0.73 M³ 850,000.00 621,562.50 0.030 - Besi beton 171.95 Kg 7,850.00 1,349,777.08 0.066 - Bekisting 11.70 M² 91,290.00 1,068,093.00 0.052

4 Cor beton lantai dasar K-225 t=10 cm 37.91 M³ 666,560.00 25,269,289.60 1.228 5 Pembesian Pelat (Wiremesh 1 layer) 638.03 Kg 8,530.00 5,442,355.81 0.265 6 Tangga Utama

- Beton K-250 2.07 M³ 850,000.00 1,760,665.47 0.086 - Besi beton 165.71 Kg 7,850.00 1,300,821.08 0.063 - Bekisting 5.18 M² 110,420.00 571,802.00 0.028

7 Tangga Samping, 2 Unit - Beton K-250 2.82 M³ 850,000.00 2,399,907.89 0.117 - Besi beton 225.87 Kg 7,850.00 1,773,108.42 0.086 - Bekisting 7.06 M² 110,420.00 779,405.38 0.038

8 Dudukan Pot Bunga uk. besar, 12 Unit - Beton K-250 2.18 M³ 850,000.00 1,856,400.00 0.090 - Besi beton 174.72 Kg 7,850.00 1,371,552.00 0.067 - Bekisting 34.32 M² 112,500.00 3,861,000.00 0.188

B. LANTAI 2 Elev. +3.35 306,970,279.40 14.923

1 Kolom K1B : 25x35, 20 Unit - Beton K-250 5.25 M³ 850,000.00 4,462,500.00 0.217 - Besi beton 1,631.96 Kg 7,850.00 12,810,905.62 0.623 - Bekisting 72.00 M² 91,290.00 6,572,880.00 0.320

2 Kolom K2B : 25x35, 10 Unit - Beton K-250 2.62 M³ 850,000.00 2,231,250.00 0.108 - Besi beton 815.98 Kg 7,850.00 6,405,452.81 0.311 - Bekisting 72.00 M² 91,290.00 6,572,880.00 0.320



3 Kolom K4 : 25x25, 8 Unit - Beton K-250 1.50 M³ 850,000.00 1,275,000.00 0.062 - Besi beton 336.36 Kg 7,850.00 2,640,426.00 0.128 - Bekisting 24.00 M² 91,290.00 2,190,960.00 0.107

4 Balok B1 dim 30x45, L = 5.4 m, 16 Unit - Beton K-250 11.66 M³ 850,000.00 9,914,400.00 0.482 - Besi beton 1,684.05 Kg 7,850.00 13,219,756.03 0.643 - Bekisting 103.68 M² 114,980.00 11,921,126.40 0.580

5 Balok B2 dim 25x40, L = 5.4 m, 2 Unit - Beton K-250 1.08 M³ 850,000.00 918,000.00 0.045 - Besi beton 148.66 Kg 7,850.00 1,167,006.37 0.057 - Bekisting 11.34 M² 114,980.00 1,303,873.20 0.063

6 Balok B2 dim 25x40, L = 3.0 m, 5 Unit - Beton K-250 1.50 M³ 850,000.00 1,275,000.00 0.062 - Besi beton 226.47 Kg 7,850.00 1,777,789.50 0.086 - Bekisting 15.75 M² 114,980.00 1,810,935.00 0.088



9 Balok B3 dim 30x45, L = 4.2 m, 24 Unit - Beton K-250 13.61 M³ 850,000.00 11,566,800.00 0.562 - Besi beton 1,932.27 Kg 7,850.00 15,168,306.92 0.737 - Bekisting 120.96 M² 114,980.00 13,907,980.80 0.676

10 Balok KS1 dim 25x35, L = 1.0 m, 2 Unit - Beton K-250 0.18 M³ 850,000.00 148,750.00 0.007 - Besi beton 45.29 Kg 7,850.00 355,548.38 0.017 - Bekisting 1.90 M² 114,980.00 218,462.00 0.011

11 Balok KS3 dim 25x40, L = 1.6 m, 2 Bh - Beton K-250 0.32 M³ 850,000.00 272,000.00 0.013 - Besi beton 84.43 Kg 7,850.00 662,813.94 0.032 - Bekisting 3.36 M² 114,980.00 386,332.80 0.019

12 Balok BA1 dim 20x30, L = 4.2 m, 4 Unit - Beton K-250 1.01 M³ 850,000.00 856,800.00 0.042 - Besi beton 227.42 Kg 7,850.00 1,785,238.51 0.087 - Bekisting 13.44 M² 114,980.00 1,545,331.20 0.075

13 Balok BA1 dim 20x30, L = 3.0 m, 1 Unit - Beton K-250 0.18 M³ 850,000.00 153,000.00 0.007 - Besi beton 43.06 Kg 7,850.00 338,010.06 0.016 - Bekisting 2.40 M² 114,980.00 275,952.00 0.013

14 Balok BA1 dim 20x30, L = 2,5 m, 4 Unit - Beton K-250 0.60 M³ 850,000.00 510,000.00 0.025 - Besi beton 143.39 Kg 7,850.00 1,125,573.50 0.055 - Bekisting 8.00 M² 114,980.00 919,840.00 0.045



16 Plat lantai t = 12 cm - Beton K-250 47.79 M³ 850,000.00 40,619,460.00 1.975 - Besi beton 6,596.42 Kg 7,850.00 51,781,896.37 2.517 - Bekisting 408.81 M² 112,500.00 45,990,900.00 2.236

17 Tangga Samping - Beton K-250 2.74 M³ 850,000.00 2,325,791.91 0.113 - Besi beton 218.90 Kg 7,850.00 1,718,349.79 0.084 - Bekisting 6.84 M² 110,420.00 755,335.13 0.037

18 Dudukan Pot Bunga uk. besar, 12 Unit - Beton K-250 2.18 M³ 850,000.00 1,856,400.00 0.090 - Besi beton 174.72 Kg 7,850.00 1,371,552.00 0.067 - Bekisting 34.32 M² 112,500.00 3,861,000.00 0.188

19 Dudukan Pot Bunga kecil, 1 Unit - Beton K-250 0.28 M³ 850,000.00 238,000.00 0.012 - Besi beton 22.40 Kg 7,850.00 175,840.00 0.009 - Bekisting 4.40 M² 112,500.00 495,000.00 0.024

C. LANTAI DAK Elev. +6.35 & +8.85 239,598,848.42 11.647

1 Kolom K1B : 25x35, 10 Unit - Beton K-250 2.19 M³ 850,000.00 1,859,375.00 0.090 - Besi beton 437.50 Kg 7,850.00 3,434,375.00 0.167 - Bekisting 30.00 M² 91,290.00 2,738,700.00 0.133



2 Kolom K4 : 20x20, 20 Unit - Beton K-250 2.00 M³ 850,000.00 1,700,000.00 0.083 - Besi beton 542.65 Kg 7,850.00 4,259,816.96 0.207 - Bekisting 40.00 M² 91,290.00 3,651,600.00 0.178

3 Kolom K2B : 25x35, 2 Unit - Beton K-250 0.44 M³ 850,000.00 371,875.00 0.018 - Besi beton 124.47 Kg 7,850.00 977,113.58 0.047 - Bekisting 6.00 M² 91,290.00 547,740.00 0.027




7 Balok B5 dim 25x35, L = 3.0 m, 2 Unit - Beton K-250 0.52 M³ 850,000.00 446,250.00 0.022 - Besi beton 89.06 Kg 7,850.00 699,087.64 0.034 - Bekisting 5.23 M² 114,980.00 600,770.50 0.029

8 Balok B5 dim 25x35, L = 2.2 m, 6 Unit - Beton K-250 1.16 M³ 850,000.00 981,750.00 0.048 - Besi beton 226.27 Kg 7,850.00 1,776,185.72 0.086 - Bekisting 12.54 M² 114,980.00 1,441,849.20 0.070



11 Balok KS3 dim 25x40, L = 1.0 m, 2 Bh - Beton K-250 0.32 M³ 850,000.00 272,000.00 0.013 - Besi beton 84.43 Kg 7,850.00 662,813.94 0.032 - Bekisting 3.36 M² 114,980.00 386,332.80 0.019

12 Balok BA1 dim 20x30, L = 3.0 m, 4 Bh - Beton K-250 0.72 M³ 850,000.00 612,000.00 0.030 - Besi beton 172.23 Kg 7,850.00 1,352,040.24 0.066 - Bekisting 9.60 M² 114,980.00 1,103,808.00 0.054



15 Balok Ring B4 dim 25x40, L = 5,4 m, 4 Unit - Beton K-250 2.16 M³ 850,000.00 1,836,000.00 0.089 - Besi beton 339.69 Kg 7,850.00 2,666,540.82 0.130 - Bekisting 22.68 M² 114,980.00 2,607,746.40 0.127

16 Balok Ring B4 dim 25x40, L = 2,5 m, 2 Unit - Beton K-250 0.50 M³ 850,000.00 425,000.00 0.021 - Besi beton 78.63 Kg 7,850.00 617,245.50 0.030 - Bekisting 5.25 M² 114,980.00 603,645.00 0.029

17 Balok Ring B5 dim 25x35, L = 3.0 m, 4 Bh - Beton K-250 1.05 M³ 850,000.00 892,500.00 0.043 - Besi beton 189.10 Kg 7,850.00 1,484,419.63 0.072 - Bekisting 11.40 M² 114,980.00 1,310,772.00 0.064

18 Balok Ring B5 dim 25x35, L = 2.2 m, 4 Bh - Beton K-250 0.77 M³ 850,000.00 654,500.00 0.032 - Besi beton 150.84 Kg 7,850.00 1,184,123.82 0.058 - Bekisting 8.36 M² 114,980.00 961,232.80 0.047

19 Balok Ring R1 dim 15x30, L = 5.4 m, 8 Bh - Beton K-250 3.78 M³ 850,000.00 3,213,000.00 0.156 - Besi beton 497.22 Kg 7,850.00 3,903,211.33 0.190 - Bekisting 41.04 M² 114,980.00 4,718,779.20 0.229

20 Balok Ring R1 dim 15x30, L = 4.2 m, 8 Bh - Beton K-250 2.94 M³ 850,000.00 2,499,000.00 0.121 - Besi beton 399.89 Kg 7,850.00 3,139,141.37 0.153 - Bekisting 31.92 M² 114,980.00 3,670,161.60 0.178

21 Balok Ring R1 dim 15x30, L = 3.0 m, 2 Bh - Beton K-250 0.52 M³ 850,000.00 446,250.00 0.022 - Besi beton 75.64 Kg 7,850.00 593,767.85 0.029 - Bekisting 5.70 M² 114,980.00 655,386.00 0.032



22 Balok Ring R1 dim 15x30, L = 2.2 m, 4 Bh - Beton K-250 0.77 M³ 850,000.00 654,500.00 0.032 - Besi beton 118.83 Kg 7,850.00 932,845.72 0.045 - Bekisting 8.36 M² 114,980.00 961,232.80 0.047

23 Balok Ring KS3 dim 25x40, L = 1,6 m, 4 Bh - Beton K-250 0.64 M³ 850,000.00 544,000.00 0.026 - Besi beton 168.87 Kg 7,850.00 1,325,627.89 0.064 - Bekisting 6.72 M² 114,980.00 772,665.60 0.038

24 Plat lantai t = 10 cm, ATAP - Beton K-250 13.08 M³ 850,000.00 11,118,000.00 0.540 - Besi beton 2,447.30 Kg 7,850.00 19,211,338.03 0.934 - Bekisting 70.16 M² 112,500.00 7,893,000.00 0.384

25 Plat lantai t = 10 cm, DAK - Beton K-250 7.89 M³ 850,000.00 6,704,800.00 0.326 - Besi beton 3,185.27 Kg 7,850.00 25,004,345.92 1.216 - Bekisting 66.84 M² 112,500.00 7,519,500.00 0.366

26 Pekerjaan Rangka Kuda - Kuda Baja Ringan 371.64 M² 115,000.00 42,739,022.99 2.078

D. PEKERJAAN STP / BIO-SEPTICK 12,508,631.94 0.608

Pekerjaan STP / BIO-SEPTICK 1.00 Unit - - 1 Galian tanah

Galian tanah STP 21.16 M³ 33,430.00 707,245.08 0.034 2 Urug pasir dibawah

Urugan pasir STP / BIO-SEPTICK 0.98 M³ 112,500.00 110,700.00 0.005 3 Lantai kerja t=5 cm

Lantai Kerja STP / BIO-SEPTICK 0.49 M³ 532,510.00 261,994.92 0.013 4 Dudukan STP / BIO-SEPTICK t = 20 cm ( bawah )

- Beton K-350 2.46 M³ 900,000.00 2,214,000.00 0.108 - Besi 346.31 kg 7,850.00 2,718,570.40 0.132 - Bekisting Pelat 0.98 M² 112,500.00 110,700.00 0.005

5 Penutup STP / BIO-SEPTICK t = 12 cm ( atas ) - Beton K-350 1.18 M³ 900,000.00 1,062,720.00 0.052 - Besi 60.59 kg 7,850.00 475,600.61 0.023 - Bekisting Pelat 9.84 M² 112,500.00 1,107,000.00 0.054

6 Urugan tanah kembali 20.17 M³ 11,110.00 224,110.92 0.011 7 Pasangan bata Bak Kontrol STP / BIO-SEPTICK 1.00 Unit 894,370.00 894,370.00 0.043 8 Pipa PVC + galian (terpasang) 2.00 M 60,810.00 121,620.00 0.006 9 Rumah Blower uk 120 x 120 cm (lengkap terpasang) 1.00 Unit 2,500,000.00 2,500,000.00 0.122

III. PEKERJAAN ARSITEKTUR 790,559,690.99 38.431 A. PEKERJAAN PASANGAN DAN PLESTERAN 249,998,122.08 12.153

A.1 Pek. Pasangan dan Plesteran Lantai Dasar 130,001,885.69 6.320 1 Pek. Pasangan dinding bata tebal 1/2 bata, 1 Pc : 4 Ps 520.98 M² 66,100.00 34,437,042.40 1.674 2 Pek. Dinding Toilet (Pembatas) 55.74 M² 66,100.00 3,684,678.40 0.179 3 Pek. Dinding Parapet Tangga Utama (T = 90cm) 2.61 M² 66,100.00 172,521.00 0.008 4 Pek. Dinding Parapet Tangga Samping (T = 110cm) 31.18 M² 66,100.00 2,061,242.39 0.100 5 Pek. Plester dan Acian (Eksterior dan Interior) 1,229.15 M² 44,390.00 54,562,065.92 2.652 6 Kolom dan Balok Praktis, termasuk di opening kusen dan jendela 3.77 M³ 2,197,780.00 8,286,087.74 0.403 7 Perapihan Opening Pintu / Jendela 62.84 M² 16,110.00 1,012,300.85 0.049 8 Perapihan pelat beton bawah semua tangga + bordes 13.57 M² 16,110.00 218,672.49 0.011 9 Perapihan balok Kolom Struktur utama 106.54 M² 16,110.00 1,716,294.96 0.083

10 Perapihan bak bunga (platter box) 18.72 M² 16,110.00 301,579.20 0.015 11 Perapihan main entrance 14.81 M² 16,110.00 238,508.55 0.012 12 Pas. besi railling tangga utama finish cat anti korosi 8.68 M¹ 525,000.00 4,557,641.79 0.222 13 Finish Kolom Depan dan Kanopi Teras 1.00 Ls 1,073,250.00 1,073,250.00 0.052 14 Pek. Besi Hollow Eksterior 27.20 M² 650,000.00 17,680,000.00 0.859

A.2 Pek. Pasangan dan Plesteran Lantai Dua 110,435,041.47 5.368

1 Pek. Pasangan dinding bata tebal 1/2 bata, 1 Pc : 4 Ps 465.08 M² 66,100.00 30,742,052.40 1.494 2 Pek. Dinding Toilet (Pembatas) 55.74 M² 66,100.00 3,684,678.40 0.179 3 Pek. Dinding Parapet Tangga (T = 90cm) 2.61 M² 66,100.00 172,521.00 0.008 4 Pek. Dinding Parapet Tangga Samping (T = 110cm) 30.78 M² 66,100.00 2,034,548.44 0.099 5 Pek. Plester dan Acian (Eksterior dan Interior) 1,069.20 M² 44,390.00 47,461,988.23 2.307 6 Kolom dan Balok Praktis, termasuk di opening kusen dan jendela 3.57 M³ 2,197,780.00 7,852,509.70 0.382 7 Perapihan Opening Pintu / Jendela 59.55 M² 16,110.00 959,331.17 0.047 8 Perapihan pelat beton bawah semua tangga + bordes 9.23 M² 16,110.00 148,771.48 0.007 9 Perapihan balok Kolom Struktur utama 91.69 M² 16,110.00 1,477,061.46 0.072

10 Perapihan pot bunga 18.72 M² 16,110.00 301,579.20 0.015 11 Pek. Besi Hollow Eksterior 24.00 M² 650,000.00 15,600,000.00 0.758

A.3 Pek. Pasangan dan Plesteran Lantai Dak 9,561,194.91 0.465

1 Pek. Pasangan dinding bata tebal 1/2 bata, 1 Pc : 4 Ps 42.53 M² 66,100.00 2,811,233.00 0.137 2 Pek. Plester dan Acian (Eksterior dan Interior) 64.72 M² 44,390.00 2,872,920.80 0.140 3 Kolom praktis & balok praktis dinding sopi-sopi 0.50 M³ 2,197,780.00 1,101,747.11 0.054 4 Perapihan ornamen (20 x 90) 115.00 Bh 16,110.00 1,852,650.00 0.090 5 Perapihan kolom / ring beton 6.00 M² 16,110.00 96,660.00 0.005 6 Peninggian plat dibawah tanki air 30cm

- Beton K-225 0.90 M³ 666,560.00 599,904.00 0.029 - Besi M4 32 Kg/M³ 28.80 kg 7,850.00 226,080.00 0.011



B. PEKERJAAN LANTAI DAN KERAMIK 174,335,595.94 8.475 B.1 Pekerjaan Lantai Dasar 85,098,041.21 4.137

1 Pasang keramik lantai 30x30 (termasuk screed 1:4) 434.52 M² 130,090.00 56,526,836.89 2.748 2 Pasang Step Nozing 68.00 M¹ 49,310.00 3,353,080.00 0.163 3 Pasang lantai keramik km/wc 20x20 (termasuk screed 1:4) 28.48 M² 110,420.00 3,144,319.92 0.153 4 Pasang keramik dinding km/wc 20x25 95.93 M² 125,250.00 12,015,382.80 0.584 5 List Keramik Wc 10x20 53.76 M¹ 31,840.00 1,711,718.40 0.083 6 Pasang plin di area selasar & Unit hunian uk. 10 x 30 cm 262.80 M¹ 30,550.00 8,028,540.00 0.390 7 Roster 1.92 M² 165,710.00 318,163.20 0.015

B.2 Pekerjaan Lantai Dua 76,562,837.13 3.722

1 Pasang keramik lantai 30x30 (termasuk screed 1:4) 363.73 M² 130,090.00 47,317,505.61 2.300 2 Pasang Step Nozing 36.00 M¹ 49,310.00 1,775,160.00 0.086 3 Pasang lantai keramik km/wc 20x20 (termasuk screed 1:4) 28.48 M² 110,420.00 3,144,319.92 0.153 4 Pasang keramik dinding km/wc 20x25 95.93 M² 125,250.00 12,015,382.80 0.584 5 List Keramik Wc 10x20 53.76 M¹ 31,840.00 1,711,718.40 0.083 6 Pasang plin di area selasar & Unit hunian uk. 10 x 30 cm (potongan keramik 30x 262.80 M¹ 30,550.00 8,028,540.00 0.390 7 Roster 1.92 M² 165,710.00 318,163.20 0.015 8 Pekerjaan Waterproofing lantai & dinding (tinggi = 45 cm) daerah km/wc 31.92 M² 35,230.00 1,124,541.60 0.055 9 Pekerjaan waterproofing bak/pot bunga 18.72 M² 60,230.00 1,127,505.60 0.055

B.3 Pekerjaan Lantai Dak 12,674,717.60 0.616

1 Pekerjaan Waterproofing daerah dak atap & dudukan roof tank. T = 20 cm 31.92 M² 80,230.00 2,560,941.60 0.124 2 Screed lantai daerah dak atap & dudukan roof tank. (1:3, t =3.5 cm + aci) 129.20 M² 78,280.00 10,113,776.00 0.492

C. PEKERJAAN KUSEN PINTU / JENDELA + ASSESORIES 147,222,620.00 7.157

C.1 Pekerjaan Kusen Lantai Dasar 75,145,330.00 3.653 1 Jendela Type J1 10.00 Unit 1,970,120.00 19,701,200.00 0.958 2 Jendela Type J3 2.00 Unit 1,593,770.00 3,187,540.00 0.155 3 Pintu Type PU 1.00 Unit 4,456,310.00 4,456,310.00 0.217 4 Pintu Type P1 2.00 Unit 2,896,040.00 5,792,080.00 0.282 5 Pintu Type P2 2.00 Unit 2,958,740.00 5,917,480.00 0.288 6 Pintu Type P3 10.00 Unit 2,984,160.00 29,841,600.00 1.451 7 Pintu Toilet Type PV 16.00 Unit 390,570.00 6,249,120.00 0.304

C.2 Pekerjaan Kusen Lantai Dua 66,159,810.00 3.216

1 Jendela Type J1 10.00 Unit 1,970,120.00 19,701,200.00 0.958 2 Jendela Type J2 1.00 Unit 1,262,870.00 1,262,870.00 0.061 3 Jendela Type J3 2.00 Unit 1,593,770.00 3,187,540.00 0.155 4 Pintu Type P2 2.00 Unit 2,958,740.00 5,917,480.00 0.288 5 Pintu Type P3 10.00 Unit 2,984,160.00 29,841,600.00 1.451 6 Pintu Toilet Type PV 16.00 Unit 390,570.00 6,249,120.00 0.304

C.3 Pekerjaan Kusen Lantai Dak 5,917,480.00 0.288

1 Pintu Type P2 2.00 Unit 2,958,740.00 5,917,480.00 0.288

D PEKERJAAN PENUTUP ATAP 36,195,108.89 1.760 1 Atap genteng metal 371.64 M² 85,460.00 31,760,668.74 1.544 2 Nok genteng (termasuk jurai) 21.70 M¹ 69,050.00 1,498,385.00 0.073 3 Listplank GRC 2/30 77.65 M¹ 37,810.00 2,936,055.15 0.143

E PEKERJAAN SANITAIR 22,880,850.00 1.112

E.1 Pekerjaan Sanitair Lantai Dasar 11,393,120.00 0.554 1 Closet 8.00 Unit 350,000.00 2,800,000.00 0.136 2 Pasang kran type double + shower (terpasang) 8.00 Unit 680,710.00 5,445,680.00 0.265 3 Pasang stop kran di bawah shower 8.00 Unit 109,740.00 877,920.00 0.043 4 Pasang kran 8.00 Bh 94,610.00 756,880.00 0.037 5 Pasang floor drain 16.00 Bh 94,540.00 1,512,640.00 0.074

E.2 Pekerjaan Sanitair Lantai Dua 11,393,120.00 0.554

1 Closet 8.00 Unit 350,000.00 2,800,000.00 0.136 2 Pasang kran type double + shower (terpasang) 8.00 Unit 680,710.00 5,445,680.00 0.265 3 Pasang stop kran di bawah shower 8.00 Unit 109,740.00 877,920.00 0.043 4 Pasang kran 8.00 Bh 94,610.00 756,880.00 0.037 5 Pasang floor drain 16.00 Bh 94,540.00 1,512,640.00 0.074

E.3 Pekerjaan Sanitair Taman & Planter Box 94,610.00 0.005

1 Pasang kran 1.00 Bh 94,610.00 94,610.00 0.005

F PEKERJAAN PLAFOND DAN PERAPIHAN BETON EKSPOSE 69,357,350.55 3.372 F.1 Pekerjaan Plafond Lantai Dasar 31,878,422.55 1.550

1 Plafond Gypsum Rangka Hollow 40x40 , 20 x40 335.23 M² 67,080.00 22,487,228.40 1.093 2 Plafond Calciboard Rangka Hollow 40x40, 20 x 40 (area KM/WC) 31.92 M² 76,690.00 2,447,944.80 0.119 3 Perapihan Beton Ekspose 14.81 M² 16,110.00 238,508.55 0.012 4 List Gypsum 316.56 M¹ 21,180.00 6,704,740.80 0.326

F.2 Pekerjaan Plafond Lantai Dua 34,739,010.00 1.689

1 Plafond Gypsum Rangka Hollow 40x40 , 20 x40 381.43 M² 67,080.00 25,586,324.40 1.244 2 Plafond Calciboard Rangka Hollow 40x40, 20 x 40 (area KM/WC) 31.92 M² 76,690.00 2,447,944.80 0.119 3 List Gypsum 316.56 M¹ 21,180.00 6,704,740.80 0.326



F.3 Pekerjaan Plafond Lantai Dak 2,739,918.00 0.133 1 Penutup Plafond calciboard + rangka hollow (plafond miring, cantilever depan & 27.00 M² 76,690.00 2,070,630.00 0.101 2 List Gypsum 31.60 M¹ 21,180.00 669,288.00 0.033

G PEKERJAAN PENGECATAN 69,394,720.16 3.373

G.1 Pekerjaan Pengecatan Lantai Dasar 34,496,933.61 1.677 1 Cat Tembok Weathershield 310.68 M² 23,740.00 7,375,578.25 0.359 2 Cat Tembok Interior 932.04 M² 21,170.00 19,731,380.57 0.959 3 Cat Plafond 367.15 M² 17,390.00 6,384,738.50 0.310 4 Cat list plafond gypsum & kaLsiboard (interior) 47.48 M² 21,170.00 1,005,236.28 0.049

G.2 Pekerjaan Pengecatan Lantai Dua 31,811,492.75 1.546

1 Cat Tembok Weathershield 270.69 M² 23,740.00 6,426,288.75 0.312 2 Cat Tembok Interior 812.08 M² 21,170.00 17,191,811.22 0.836 3 Cat Plafond 413.35 M² 17,390.00 7,188,156.50 0.349 4 Cat list plafond gypsum & kaLsiboard (interior) 47.48 M² 21,170.00 1,005,236.28 0.049

G.3 Pekerjaan Pengecatan Lantai Dak 3,086,293.80 0.150

1 Cat Tembok Weathershield / Dinding sekeliling 101.70 M² 23,740.00 2,414,358.00 0.117 2 Cat Plafond 27.00 M² 21,170.00 571,590.00 0.028 3 Cat List gypsum Profil C-7 4.74 M² 21,170.00 100,345.80 0.005

H PEKERJAAN ENTRANCE 2,863,967.85 0.139

1 Waterproofing daerah canopy 14.81 M² 80,230.00 1,187,805.15 0.058 2 Cat pelat beton dan kolom utama 16.61 M² 23,740.00 394,202.70 0.019 3 Plafon ekspose entrance 22.00 M² 23,740.00 522,280.00 0.025 4 Cat dinding bag. Luar (exterior) 32.00 M² 23,740.00 759,680.00 0.037

I PEK. PERKERASAN DI DALAM & KELILING BAGIAN LUAR BANG. 1,409,354.60 0.069

I.1 Pekerjaan Perkerasan di Luar Bangunan 909,354.60 0.044 1 Tanah Urugan 24.95 M³ 36,450.00 909,354.60 0.044

I.2 Pekerjaan Grill Besi Jalan Masuk ke Bangunan 500,000.00 0.024

1 Pekerjaan Grill besi siku 5 cm diarea entrance, jalan masuk ke bangunan 1.00 M² 500,000.00 500,000.00 0.024

J. PEKERJAAN DRAINASE 16,902,000.93 0.822 J.1 Pekerjaan Drainase Luar/Sekeliling Bangunan 16,344,009.60 0.795

1 Pasangan Bata Saluran Keliling & taman ad 1 Pc : 4, t = 45 mm 41.58 M² 66,100.00 2,748,438.00 0.134 2 Pasangan buis beton 98.80 M1 94,460.00 9,332,648.00 0.454 3 Lantai kerja ad. 1:3:5, t = 5 cm 2.47 M³ 532,510.00 1,315,299.70 0.064 4 Pasir urug t = 10 cm 2.47 M³ 112,500.00 277,875.00 0.014 5 Galian tanah saluran 79.04 M³ 33,430.00 2,642,307.20 0.128 6 Urugan tanah kembali 2.47 M³ 11,110.00 27,441.70 0.001

J.2 Pekerjaan Bak Kontrol 557,991.33 0.027

1 Pasangan bata tebal 1/2 bata, 1 Pc : 4 Ps 2.88 M² 66,100.00 190,368.00 0.009 2 Plester + aci 5.68 M² 44,390.00 252,135.20 0.012 3 Pasir urug t = 5 cm 0.13 M³ 112,500.00 14,400.00 0.001 4 Lantai kerja ad. 1:3:5 t = 5 cm 0.13 M³ 532,510.00 68,161.28 0.003 5 Galian tanah 0.77 M³ 33,430.00 25,674.24 0.001 6 Urugan tanah kembali 0.65 M³ 11,110.00 7,252.61 0.000

IV. PEKERJAAN MEKANIKAL DAN ELEKTRIKAL 360,756,390.00 17.537

PEKERJAAN MEKANIKAL A. PEKERJAAN INSTALASI AIR BERSIH 69,878,880.00 3.397

A.1. Pekerjaan Instalasi Air Bersih Lt. 1 / Dasar 6,254,240.00 0.304 1 Pipa Distribusi PPR PN 10 dia 32 mm 1.00 M¹ 37,350.00 37,350.00 0.002 2 Pipa Distribusi PPR PN 10 dia 25 mm 19.80 M¹ 23,400.00 463,320.00 0.023 3 Pipa Distribusi PPR PN 10 dia 25 mm (Pipa Kran Taman) 40.00 M¹ 23,400.00 936,000.00 0.046 4 Pipa Distribusi PPR PN 10 dia 15 mm 28.40 M¹ 16,200.00 460,080.00 0.022 5 Fitting - fitting 1.00 Lot 2,194,260.00 2,194,260.00 0.107 6 Material Bantu 1.00 Lot 1,097,130.00 1,097,130.00 0.053 7 Testing dan Kommisioning 1.00 Ls 1,066,100.00 1,066,100.00 0.052

A.2. Pekerjaan Instalasi Air Bersih Lt. 2 6,567,350.00 0.319

1 Pipa Distribusi PPR PN 10 dia 32 m 6.00 M¹ 37,350.00 224,100.00 0.011 2 Pipa Distribusi PPR PN 10 dia 25 mm 19.00 M¹ 23,400.00 444,600.00 0.022 3 Pipa Distribusi PPR PN 10 dia 25 mm (Pipa Kran Taman) 46.20 M¹ 23,400.00 1,081,080.00 0.053 4 Pipa Distribusi PPR PN 10 dia 15 mm 28.40 M¹ 16,200.00 460,080.00 0.022 5 Fitting - fitting 1.00 Lot 2,194,260.00 2,194,260.00 0.107 6 Material Bantu 1.00 Lot 1,097,130.00 1,097,130.00 0.053 7 Testing dan Kommisioning 1.00 Ls 1,066,100.00 1,066,100.00 0.052



A.3. Peralatan Air Bersih Lantai Atas (Roof Tank) 38,254,970.00 1.860 1 Roof Tank Kapasitas 2 M³ 2.00 Bh 7,500,000.00 15,000,000.00 0.729 2 Pipa Header PPR PN 10 dia 100 mm 2.00 M¹ 1,500,000.00 3,000,000.00 0.146 3 PPR PN 10 dia. 32 20.00 M¹ 37,350.00 747,000.00 0.036 4 PPR PN 10 dia. 15 (Pipa Drain) 6.00 M¹ 16,200.00 97,200.00 0.005 5 Gate valve dia. 32 6.00 Bh 353,600.00 2,121,600.00 0.103 6 Gate valve dia. 15 2.00 Bh 194,630.00 389,260.00 0.019 7 Booster pump 2.00 Bh 6,271,210.00 12,542,420.00 0.610 8 Fitting - fitting 1.00 Lot 2,194,260.00 2,194,260.00 0.107 9 Material Bantu 1.00 Lot 1,097,130.00 1,097,130.00 0.053

10 Testing dan Kommisioning 1.00 Ls 1,066,100.00 1,066,100.00 0.052

A.4. Pompa Air Bersih 18,802,320.00 0.914 1 Lift Pump 1.00 M¹ 5,000,000.00 5,000,000.00 0.243

Kapasitas 100 liter/ menit 2 Header dia 80 mm M¹ 3 Gate Valve dia. 32 mm 1.00 Bh 353,600.00 353,600.00 0.017 4 Check Valve dia 50 mm 1.00 Bh 450,250.00 450,250.00 0.022 5 Floating Valve dia 50 mm 1.00 Bh 489,100.00 489,100.00 0.024 6 Fleksible Joint dia 50 mm Bh 7 Strainer dia 50 mm Bh 8 Pressure gauge 2.00 Bh 195,690.00 391,380.00 0.019 9 Pipa dia 32 CWS 30.00 M¹ 151,410.00 4,542,300.00 0.221

10 Meteran Air c/w GV dia. 50 & Box meteran 1.00 Unit 850,000.00 850,000.00 0.041 11 Fitting - fitting 1.00 Lot 3,773,060.00 3,773,060.00 0.183 12 Material Bantu 1.00 Lot 1,886,530.00 1,886,530.00 0.092 13 Testing dan Kommisioning 1.00 Ls 1,066,100.00 1,066,100.00 0.052

B. PEKERJAAN INSTALASI AIR KOTOR DAN AIR BEKAS 31,725,284.00 1.542

B.1. Pek. Instalasi Air Kotor dan Air Bekas Lt. 1/Dasar 18,422,386.00 0.896 1 Pipa PVC AW dia 100 mm ( pipa air kotor & air bekas ) 44.80 M¹ 97,840.00 4,383,232.00 0.213 2 Pipa PVC AW dia 80 mm ( pipa air bekas ) 63.60 M¹ 62,840.00 3,996,624.00 0.194 3 Clean Out (CO) dia 80 mm 8.00 Bh 273,650.00 2,189,200.00 0.106 4 Clean Out (CO) dia 50 mm 16.00 Bh 218,490.00 3,495,840.00 0.170 5 Fitting-fitting 1.00 Lot 2,194,260.00 2,194,260.00 0.107 6 Material Bantu 1.00 Lot 1,097,130.00 1,097,130.00 0.053 7 Testing dan Commisioning 1.00 Ls 1,066,100.00 1,066,100.00 0.052

B.2. Pek. Instalasi Air Kotor dan Air Bekas Lt. 2 13,302,898.00 0.647

1 Pipa PVC AW dia 100 mm ( pipa air kotor ) 12.00 M¹ 97,840.00 1,174,080.00 0.057 2 Pipa Vent PVC D dia 80 mm 33.20 M¹ 62,840.00 2,086,288.00 0.101 3 Clean Out (CO) dia 80 mm 8.00 Bh 273,650.00 2,189,200.00 0.106 4 Clean Out (CO) dia 50 mm 16.00 Bh 218,490.00 3,495,840.00 0.170 5 Fitting-fitting 1.00 Lot 2,194,260.00 2,194,260.00 0.107 6 Material Bantu 1.00 Lot 1,097,130.00 1,097,130.00 0.053 7 Testing dan Commisioning 1.00 Ls 1,066,100.00 1,066,100.00 0.052

C. PEKERJAAN INSTALASI AIR HUJAN 14,758,194.00 0.717

1 Pipa PVC AW dia 100 mm di roof 6.00 M¹ 97,840.00 587,040.00 0.029 2 Pipa PVC AW dia 100 mm pipa tegak 31.60 M¹ 97,840.00 3,091,744.00 0.150 3 Pipa PVC AW dia 80 mm pipa tegak canopy 7.00 M¹ 62,840.00 439,880.00 0.021 4 Pipa PVC AW dia 100 mm pipa ke saluran luar dari pipa tegak canopy 5.00 M¹ 97,840.00 489,200.00 0.024 5 Pipa PVC AW dia 100 mm pipa ke saluran luar 18.00 M¹ 97,840.00 1,761,120.00 0.086 6 Roof Drain dia 80 mm di roof 12.00 Bh 169,300.00 2,031,600.00 0.099 7 Roof Drain dia 80 mm di roof canopy 2.00 Bh 169,300.00 338,600.00 0.016 8 Roof Drain dia 50 mm 4.00 Bh 163,340.00 653,360.00 0.032 9 Fitting-fitting & Klem klem 1.00 Lot 2,322,860.00 2,322,860.00 0.113

10 Material Bantu 1.00 Lot 1,161,430.00 1,161,430.00 0.056 11 Testing dan Commisioning 1.00 Ls 1,881,360.00 1,881,360.00 0.091

D. PEKERJAAN STP / BIO-SEPTICK 15,200,000.00 0.739

1 STP / BIOSEPTICK 1.00 Unit 13,200,000.00 13,200,000.00 0.642 Kapasitas : 3 M³/hr Type Kotak. c/w : Unit Blower, Control Panel, Material Pemasangan Kondisi terpasang dan beroperasi (termasuk testing dan commisioning)

2 Testing dan Commisioning 1.00 Ls 2,000,000.00 2,000,000.00 0.097

E. PENGADAAN AIR BERSIH 14,000,000.00 0.681 1 Jet Pump 500 Watt, lengkap terpasang berikut pengeboran, pompa, 1.00 Bh 5,000,000.00 5,000,000.00 0.243

pemipaan / instalasi, Automatic radar, pengkabelan & Power pompa dll. 2 Holding Tank 1.00 Ls 9,000,000.00 9,000,000.00 0.438

( Pengadaan penampung sumber air terdiri dari tanki fiber kap. 2 x 2 M³ ditanam dan dilindungi dengan pasangan dinding bata dan manhole, lengkap terpasang )

PEKERJAAN ELEKTRIKAL

F. PEKERJAAN PANEL 30,006,040.00 1.459 1 Panel Distribusi 1.00 Unit 15,000,000.00 15,000,000.00 0.729 2 Panel KWH / Lantai (DB-Unit/Lantai ) 2.00 Unit 5,000,000.00 10,000,000.00 0.486 3 Panel Unit Typical (BOX HANGER) 6.00 Unit 207,220.00 1,243,320.00 0.060 4 Material Bantu 1.00 Lot 1,881,360.00 1,881,360.00 0.091 5 Testing Commisioning 1.00 Ls 1,881,360.00 1,881,360.00 0.091



G. PEKERJAAN LISTRIK 86,708,520.00 4.215

G.1. Pekerjaan Lampu dan Stop Kontak 74,434,200.00 3.618 G.1.1 Pekerjaan Lampu dan Stop Kontak Lt. Dasar 36,608,540.00 1.780

1 Lampu TL 1 x 18 watt v-shafe 11.00 Bh 111,100.00 1,222,100.00 0.059 2 Lampu PL 7 watt, E27 44.00 Bh 144,110.00 6,340,840.00 0.308 3 Lampu Baret Isi TL 20 Watt 2.00 Bh 287,300.00 574,600.00 0.028 4 Saklar Tunggal 7.00 Bh 50,640.00 354,480.00 0.017 5 Saklar Seri 18.00 Bh 56,870.00 1,023,660.00 0.050 6 Stop Kontak 36.00 Bh 61,780.00 2,224,080.00 0.108 7 Instalasi Lampu 57.00 Titik 241,700.00 13,776,900.00 0.670 8 Instalasi Stop Kontak 36.00 Titik 283,720.00 10,213,920.00 0.497 9 Material Bantu 1.00 Lot 627,120.00 627,120.00 0.030

10 Testing dan Commisioning 1.00 Ls 250,840.00 250,840.00 0.012

G.1.2 Pekerjaan Lampu dan Stop Kontak Lt. 2 35,708,860.00 1.736 1 Lampu TL 1 x 18 watt v-shafe 11.00 Bh 111,100.00 1,222,100.00 0.059 2 Lampu PL 7 watt, E27 44.00 Bh 144,110.00 6,340,840.00 0.308 3 Lampu Baret Isi TL 20 Watt 1.00 Bh 287,300.00 287,300.00 0.014 4 Saklar Tunggal 7.00 Bh 50,640.00 354,480.00 0.017 5 Saklar Seri 18.00 Bh 56,870.00 1,023,660.00 0.050 6 Stop Kontak 30.00 Bh 61,780.00 1,853,400.00 0.090 7 Instalasi Lampu 56.00 Titik 241,700.00 13,535,200.00 0.658 8 Instalasi Stop Kontak 36.00 Titik 283,720.00 10,213,920.00 0.497 9 Material Bantu 1.00 Lot 627,120.00 627,120.00 0.030

10 Testing dan Commisioning 1.00 Ls 250,840.00 250,840.00 0.012

G.1.3 Pekerjaan Lampu Lt.Atap 2,116,800.00 0.103 1 Lampu TL 1 x 18 watt v-shafe 6.00 Bh 111,100.00 666,600.00 0.032 2 Instalasi Lampu 6.00 Titik 241,700.00 1,450,200.00 0.070

G.2. Pekerjaan Kabel 12,274,320.00 0.597

1 Kabel dari P-PLN ke Panel Distribusi NYY 4 x 10 mM² + E-NYA 6 mM² 10.00 M¹ 111,760.00 1,117,600.00 0.054 2 Kabel dari Panel Distribusi ke P-KWH LT.1 NYY 4 x 6 mM² + NYA 2,5 mM² 30.00 M¹ 85,780.00 2,573,400.00 0.125 3 Kabel dari Panel Distribusi ke P-KWH LT.2 NYY 4 x 6 mM² + NYA 2,5 mM² 35.00 M¹ 85,780.00 3,002,300.00 0.146 4 Proteksi Kabel dengan Pipa Gip Dia 100 10.00 M¹ 338,610.00 3,386,100.00 0.165 5 Material Bantu 1.00 Lot 1,254,240.00 1,254,240.00 0.061 6 Testing Commisioning 1.00 Ls 940,680.00 940,680.00 0.046

H. PEKERJAAN INSTALASI PEMADAM KEBAKARAN RINGAN ( APAR ) 2,600,000.00 0.126

H.1 Lantai Dasar 1,300,000.00 0.063 1 Fire Extinguisher Class DCP 3,5 Kg 2.00 Bh 650,000.00 1,300,000.00 0.063

H.2 Lantai 2 1,300,000.00 0.063

1 Fire Extinguisher Class DCP 3,5 Kg 2.00 Bh 650,000.00 1,300,000.00 0.063

I. PEKERJAAN INSTALASI FIRE ALARM 36,640,420.00 1.781 I.1 Peralatan Utama 12,180,620.00 0.592

Pengadaan, Pemasangan dan Pengetesan Peralatan Sesuai Gambar dan spesifikasi 1 Main Control Panel - Fire Alarm ( MCFA ) 5 Zone 1.00 Bh 5,000,000.00 5,000,000.00 0.243 2 Main Distribution Frame - Fire ( MDF - FA ) Alarm 5 Zone 1.00 Bh 1,200,000.00 1,200,000.00 0.058 3 Terminal Box - Fire Alarm ( TB - FA - 1 s/d 2 ) Lt. 1 s/d Lt.2 2.00 Bh 371,230.00 742,460.00 0.036 4 Material Bantu 1.00 Lot 208,280.00 208,280.00 0.010 5 Testing dan Kommisioning 1.00 Ls 208,280.00 208,280.00 0.010 6 Kabel NYA 5x2x1.5 mM² Dari MCFA ke MDF - FA 1.00 M¹ 117,600.00 117,600.00 0.006 7 Kabel NYA 2 x 1.5 mM² dari MDF - FA ke :

TB - FA - 1 20.00 Ttk 117,600.00 2,352,000.00 0.114 TB - FA - 2 20.00 Ttk 117,600.00 2,352,000.00 0.114

I.2 Pekerjaan Instalasi FA Lt. 1 / Dasar 12,229,900.00 0.595

1 Rate of Rise Heat Detector 12.00 Bh 219,240.00 2,630,880.00 0.128 2 Smoke Detector 8.00 Bh 170,000.00 1,360,000.00 0.066 3 Manual Break Glass Switch 1.00 Bh 125,000.00 125,000.00 0.006 4 Alarm bell 1.00 Bh 120,000.00 120,000.00 0.006 5 Lampu Indikator 1.00 Bh 120,000.00 120,000.00 0.006 6 End of Line Resistor 1.00 Bh 120,000.00 120,000.00 0.006 7 Kabel NYA 2x( 1 x 1.5 mM² ) + Pipa Hi Conduit dia 3/4" :

- Rate of Rise Heat Detector 12.00 Ttk 241,700.00 2,900,400.00 0.141 - Smoke Detector 8.00 Ttk 241,700.00 1,933,600.00 0.094 - Manual Break Glass Switch 1.00 Ttk 241,700.00 241,700.00 0.012 - Alarm bell 1.00 Ttk 241,700.00 241,700.00 0.012 - Lampu Indikator 1.00 Ttk 241,700.00 241,700.00 0.012

8 Material Bantu 1.00 Lot 1,254,240.00 1,254,240.00 0.061 9 Testing dan Kommisioning 1.00 Ls 940,680.00 940,680.00 0.046



I.3 Pekerjaan Instalasi FA Lt. 2 12,229,900.00 0.595 1 Rate of Rise Heat Detector 12.00 Bh 219,240.00 2,630,880.00 0.128 2 Smoke Detector 8.00 Bh 170,000.00 1,360,000.00 0.066 3 Manual Break Glass Switch 1.00 Bh 125,000.00 125,000.00 0.006 4 Alarm bell 1.00 Bh 120,000.00 120,000.00 0.006 5 Lampu Indikator 1.00 Bh 120,000.00 120,000.00 0.006 6 End of Line Resistor 1.00 Bh 120,000.00 120,000.00 0.006 7 Kabel NYA 2x( 1 x 1.5 mM² ) + Pipa Hi Conduit dia 3/4" :

- Rate of Rise Heat Detector 12.00 Ttk 241,700.00 2,900,400.00 0.141 - Smoke Detector 8.00 Ttk 241,700.00 1,933,600.00 0.094 - Manual Break Glass Switch 1.00 Ttk 241,700.00 241,700.00 0.012 - Alarm bell 1.00 Ttk 241,700.00 241,700.00 0.012 - Lampu Indikator 1.00 Ttk 241,700.00 241,700.00 0.012

8 Material Bantu 1.00 Lot 1,254,240.00 1,254,240.00 0.061 9 Testing dan Kommisioning 1.00 Ls 940,680.00 940,680.00 0.046

J. PEKERJAAN INSTALASI TV 4,678,680.00 0.227

J.1 Peralatan Utama 1,530,140.00 0.074 1 Antena UHF 22 Elemen Irco - Unit 2 Antena VHF 10 Elemen Irco - Unit 3 Master Head Amplifier Irco - Unit 4 Coaxial 7C/2V, dari Antena ke Mixer 5.00 M¹ 51,840.00 259,200.00 0.013 5 Coaxial 7C/2V, dari mixer ke TB-Spliter-TV/lt.2 10.00 M¹ 51,840.00 518,400.00 0.025 6 Termination & supporting material 1.00 Lot 627,120.00 627,120.00 0.030 7 Testing dan Commisioning 1.00 Ls 125,420.00 125,420.00 0.006

J.2 Pekerjaan Instalasi TV Lt. 1 / Dasar 1,574,270.00 0.077

1 Outlet TV 1.00 Bh 88,690.00 88,690.00 0.004 2 Splitter 2 x 3 Port 1.00 Bh 190,120.00 190,120.00 0.009 3 TB-Splitter-TV/lt.1 1.00 Bh 473,190.00 473,190.00 0.023 4 Coaxial Cable 7C-2V Dari TB-Spliter-TV/lt.1 ke TB-Spliter-TV/lt.2 5.00 M¹ 51,840.00 259,200.00 0.013 5 Material Bantu 1.00 Lot 437,650.00 437,650.00 0.021 6 Testing dan Commisioning 1.00 Ls 125,420.00 125,420.00 0.006

J.3 Pekerjaan Instalasi TV Lt. 2 1,574,270.00 0.077

1 Outlet TV 1.00 Bh 88,690.00 88,690.00 0.004 2 Splitter 1 x 6 Port 1.00 Bh 190,120.00 190,120.00 0.009 3 TB-Splitter-TV/lt.2 1.00 Bh 473,190.00 473,190.00 0.023 4 Coaxial Cable 7C-2V Dari TB-Spliter-TV/lt.1 ke TB-Spliter-TV/lt.2 5.00 M¹ 51,840.00 259,200.00 0.013 5 Material Bantu 1.00 Lot 437,650.00 437,650.00 0.021 6 Testing dan Commisioning 1.00 Ls 125,420.00 125,420.00 0.006

K. PEKERJAAN INSTALASI PENANGKAL PETIR 27,360,592.00 1.330

1 Air Terminal Electrostatic Lightning Protection System 1.00 Unit 12,500,000.00 12,500,000.00 0.608 2 BC 50 mM² menuju ke Bak Kontrol dalam Pipa PVC dia 2" 65.60 M¹ 121,570.00 7,974,992.00 0.388 3 Peralatan penunjang pendukung Air terminal 1.00 Lot 1,881,360.00 1,881,360.00 0.091

Klem-klem , Wire Rope 3/8", Trekskur, Isolator Telor, Bracket, Seal , Test Box , dLs

4 Bak Kontrol 400 x 400 x 400 mm, dari Beton Bertulang, lengkap dgn 2.00 Unit 627,120.00 1,254,240.00 0.061 terminal dari plat tembaga electrode pentanahan sesuai dgn gambar perencana.

5 Biaya Instalasi 1.00 Unit 1,500,000.00 1,500,000.00 0.073 6 Testing & Comissioning included 1.00 Ls 750,000.00 750,000.00 0.036 7 Material Bantu 1.00 Lot 1,500,000.00 1,500,000.00 0.073

L. PEKERJAAN INSTALASI TELEPON - -

TERMINAL BOX TELEPON

Pengadaan dan pemasangan Peralatan Distribusi untuk Sis- tem Telepon & ijin berikut alat / material bantu pemasangan lainnya sesuai Gambar dan Spesifikasi Teknis.

LANTAI -1 Box PT.Telkom ( 100 pairs ) Unit

TELEPON OUTLET Pengadan dan pemasangan Telepon Outlet, breikut alat / material bantu pemasangan lainnya sesuai Gambar dan Spesifi- kasi Teknis.

LANTAI -1 Outlet telepon, single ( Umum ) Bh

INSTALASI OUTLET TELEPON Instalasi kabel Outlet Telepon menggunakan kabel - ITC 2 x 2 x 0,6 mM² dalam conduit PVC HI dia.20 mM² lengkap dengan bobokan dan perapihan kembali, peralatan bantu dan aksesoris sesuai detail Gambar dan Spesifikasi Teknis.



LANTAI - 1 Terminal Box Bh Outlet telepon, single (direct line) Ttk

LANTAI 2 Terminal Box Bh Outlet telepon, single (direct line) Ttk

INSTALASI KABEL FEEDER TELEPON Instalasi Kabel Feeder Sistem Telepon menggunakan kabel ITC termasuk bobokan dan perapihan kembali berikut semua aksesoris, material / alat bantu pemasangan sesuai detail Gambar dan Spesifikasi Teknis

Kabel dari PT.Telkom ke Box.Pt.Telkom SITE PLAN Jelly Armoured 10 x 2 x 0,6 mM² M¹

Material Bantu Lot

Testing & Commissioning Lot

M. PEKERJAAN PENYAMBUNGAN DAYA PLN 18,020,000.00 0.876

Penyambungan Daya Listrik 10,600.00 VA 1,700.00 18,020,000.00 0.876 Termasuk : Uang Jaminan Layanan ( UJL ) Councuil ( Gambar / Jaminan Instalasi, Biaya Perijinan + Pengurusan, dll ) Biaya perijinan + pengurusan

N. PEKERJAAN INSTALASI TATA UDARA 5,854,240.00 0.285

N.1 Lantai Dasar 2,927,120.00 0.142 1 RF-1.1 s/d RF-1.10 Bh

Kapasitas : 553 ft/min Type : Rotary Fan PI : 0,068 kw/220V/50 Hz/1ph

2 Exhaust fan type wall mounted kap. 150cfm 2.00 Unit 900,000.00 1,800,000.00 0.088 lengkap dengan instalasi dan asesoris

3 Material Bantu 1.00 Lot 627,120.00 627,120.00 0.030 4 Testing & Commissioning 1.00 Lot 500,000.00 500,000.00 0.024

N.2 Lantai 2 2,927,120.00 0.142

1 RF-2.1 s/d RF-2.10 Bh Kapasitas : 553 ft/min Type : Rotary Fan PI : 0,068 kw/220V/50 Hz/1ph

2 Exhaust fan type wall mounted kap. 150cfm 2.00 Unit 900,000.00 1,800,000.00 0.088 lengkap dengan instalasi dan asesoris

3 Material Bantu 1.00 Lot 627,120.00 627,120.00 0.030 4 Testing & Commissioning 1.00 Lot 500,000.00 500,000.00 0.024

O. PEKERJAAN SISTEM PENTANAHAN 3,325,540.00 0.162 BANGUNAN I PEKERJAAN SISTEM PENTANAHAN Pentanahan (Grounding) Netral Sistem & Pentanahan Body Body & Netral pada Sistem Genset Body Panel PUTR Body pada semua panel distribusi daya tegangan rendah Body Peralatan pada Sistem Elektronik Item SBB: Grounding Box 40x40x40 cm 2.00 Bh 402,550.00 805,100.00 0.039 Grounding Rod GIP 1' ( untuk R lebih kecil dari 3 ohm ) 2.00 Bh 495,590.00 991,180.00 0.048 Connector Test Box 2.00 set - - Termination R.Supporting Material 1.00 Lot - - Kabel BC 50 mM² 10.00 M¹ 121,570.00 1,215,700.00 0.059 Material Bantu 1.00 Lot - - Testing & Commissioning 1.00 Lot 313,560.00 313,560.00 0.015

P. PEKERJAAN GENSET - -

Genset PORTABLE - 2600 va - Unit - - Pengadaan dan pemasangan genset

Jumlah Total 2,057,096,687.38 100.000

PPN 10% 205,709,668.74

HARGA KONTRAK 2,262,806,356.12

Pembulatan 2,262,806,000.00

Acuan Harga Mahasiswa Kecil 2 Lt

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