haiqal kurva s.xlsx

volume saya

No.Uraian PekerjaanDimensiJumlahUnitVolumeSatuanGambar Sketm2plt(1)(2)(3)(4)(5)(6)m31.0.0.0.0PEKERJAAN PERSIAPAN1.1.0.0.0Pagar pengaman lokasi proyek86.001.0086.00m1P = 18+25+16+2+6+19= 86 mm1m2m31.2.0.0.0Pembersihan lokasi proyek25.0016.001.00200.00m2

1.3.0.0.0Pengukuran/pemasangan bowplank74.0074.00m1(1,5 meter dari as bangunan)

1.4.0.0.0Pembuatan barak kerja4.503.0013.501.0013.50m2

2.0.0.0.0PEKERJAAN TANAH2.1.0.0.0Galian Tanah2.1.1.0.0Galian Pondasi Tapak tipe P11.401.402.104.124.0016.46m3

2.1.2.0.0Galian Pondasi Tapak tipe P21.201.202.103.0215.0045.36m3

Total Galian pondasi tapak61.824m3

2.1.3.0.0Galian Pondasi Menerus76.500.880.4530.291.0030.29m3

Total Galian pondasi menerus30.29m3

2.2.0.0.0Urugan Pasir Pondasi2.2.1.0.0Urugan Pasir Pondasi tapak P11.401.400.050.104.000.39m3

2.2.2.0.0Urugan Pasir Pondasi tapak P21.201.200.050.0715.001.08m3

2.2.3.0.0Urugan Pasir Pondasi Menerus76.500.750.052.871.002.87m3

Total Urugan Pasir4.341m32.3.0.0.0Urugan tanah kembali2.3.1.0.0Urugan kembali pondasi tapak P11.401.402.104.124.004.12m3

2.3.2.0.0Urugan kembali pondasi tapak P21.201.202.103.0215.0011.34m3

2.3.3.0.0Urugan kembali pondasi menerus76.500.880.4530.291.007.57m3

Total Urugan kembali23.030m3

2.4.0.0.0Urugan Pasir bawah lantai205.500.50102.751.00102.75m2

2.5.0.0.0Urugan Tanah bawah lantai205.500.1530.831.0030.83m2

3.0.0.0.0KONSTRUKSI LANTAI 13.1.0.0.0Pekerjaan Struktur3.1.1.0.0Pondasi Tapak3.1.1.1.0Aanstamping Pondasi Tapak P176.500.750.105.741.005.74m3

3.1.1.2.0Pondasi Tapak tipe P13.1.1.2.1BetonLantai kerja1.401.400.050.104.000.39m3

Badan Pondasi1.201.200.300.434.001.73m3

Tiang Pondasi2.00.30.40.24.00.7m32.8m3

3.1.1.2.2Pembesian/Tulangan261.2kg

3.1.1.2.3Bekisting9.6m25.8m215.4m2

No.Uraian PekerjaanDimensiJumlahUnitVolumeSatuanGambar Sketplt(1)(2)(3)(4)(5)(6)

3.1.1.3.0Aanstamping Pondasi Tapak P276.500.750.105.741.005.74m3

3.1.1.4.0Pondasi Tapak tipe P23.1.1.4.1BetonLantai kerja1.201.200.050.0715.001.08m3

Badan Pondasi1.001.000.300.3015.004.50m3

Tiang Pondasi2.000.250.350.1815.002.625m38.21m3


3.1.1.4.3Bekisting36m218m254m2

3.1.2.0.0Pondasi Menerus batu gunung3.1.2.1.0Aanstamping batu kosong76.500.750.105.73751.005.7375m3

3.1.2.2.0Pasangan batu gunung76.500.480.6022.0321.0022.032m3

3.1.3.0.0Sloof3.1.3.1.0Sloof (20/30)3.1.3.1.1Beton131.460.200.307.88761.007.8876m3


3.1.3.1.3Bekisting78.876m2

3.1.4.0.0Kolom3.1.4.1.0Kolom tipe K1 (25/35)3.1.4.1.1Beton4.250.250.350.371924.008.925m3


3.1.4.1.3Bekisting122.4m2

3.1.4.2.0Kolom tipe K2 (D = 40)3.1.4.2.1Beton4.250.400.53382.001.0676m2


3.1.4.2.3Bekisting10.676m2

3.1.4.3.0Kolom tipe K3 (13/13)3.1.4.3.1Beton4.250.130.130.071823.001.652m3



3.1.5.0.0Pekerjaan Tangga3.1.5.1.0Plat Tangga3.1.5.1.1Beton6.051.280.151.16161.001.1616m3


3.1.5.2.0Anak Tangga3.1.5.2.1Beton1.280.370.150.0710426.001.84704m3

3.1.5.2.2Bekisting9.984m20.754m210.738m2

3.2.0.0.0Pekerjaan Arsitektur3.2.1.0.0Pekerjaan Lantai3.2.1.1.0Balok Tumbuk 1 : 3 : 51.00196.99m2

3.2.1.2.0Pemasangan keramik lantai3.2.1.2.1Keramik lantai 40x401.00180.73m2


3.2.1.2.2Keramik lantai 20x201.0014.91m2

3.2.1.3.0Pasangan dinding keramik 20x2060.001.5090.001.0090.00m2

3.2.1.4.0Pemasangan keramik tanggaAnak tangga1.280.370.473626.0012.3136m2

3.2.2.0.0Pekerjaan Dinding3.2.2.1.0Pasangan dinding 1 : 2Luas kotor dinding 1 : 275.500.2015.101.0015.10m2Luas bidang pintu P11.520.200.3041.000.304m2Luas bidang pintu P21.420.200.2841.000.284m2Luas bidang pintu P40.920.200.1842.000.368m2Kolom tipe K10.250.200.0522.001.1m20.350.200.0722.001.54m2Luas bersih dinding 1 : 211.504m2

3.2.2.2.0Pasangan dinding 1 : 4Luas kotor dinding 1 : 475.504.25320.8751.00320.875m2Luas bidang pintu P11.005.86m2Luas bidang pintu P21.422.763.921.003.9192m2Luas bidang pintu P40.922.151.982.003.956m2Luas bidang jendela J10.672.361.584.006.3248m2Luas bidang jendela J20.852.362.012.004.012m2Luas bidang jendela J30.702.361.654.006.608m2Luas bidang jendela J41.282.363.022.006.0416m2Luas bidang jendela J51.282.052.622.005.248m2Luas bidang jendela J63.112.367.341.007.3396m2Kolom tipe K10.254.251.0622.0023.375m20.354.251.4922.0032.725m2Luas bersih dinding 1 : 4203.9618m2

3.2.2.3.0Pasangan dinding 1 : 2 kamar mandiLuas kotor dinding 1 : 227.501.5041.251.0041.25m2Luas bidang pintu P50.821.501.233.003.69m2Kolom tipe K10.251.500.3753.001.125m20.351.500.5253.001.575m2Luas bersih dinding 1 : 234.86m23.2.2.4.0Pasangan dinding 1 : 4 kamar mandiLuas kotor dinding 1 : 427.54.25116.8751.00116.875m2Luas bidang pintu P50.822.151.7633.005.289m2Luas bidang ventilasi V10.670.470.31492.000.6298m2Luas bidang ventilasi V21.280.470.60161.000.6016m2Kolom tipe K10.254.251.06253.003.1875m20.354.251.48753.004.4625m2Luas bersih dinding 1 : 234.86m2Luas bersih dinding 1 : 4 kamar mandi67.8446m2

3.2.2.5.0Plesteran 1 : 2Total luas plesteran46.364m2

3.2.2.6.0Plesteran 1 : 4Total luas plesteran271.8064m2

3.2.3.0.0Plafond3.2.3.1.0Pemasangan plafond gypsumRuang 12.454.009.81.009.80m2

Ruang 2L1 = 4 x 5.5 = 204.005.501.0022m2L2 = 10.5 x 2 = 2110.502.001.0021m2Total :43.00m2

Ruang 34.504.0018.001.0018.00m2Ruang 42.004.008.001.008.00m2Ruang 52.002.505.001.005.00m2

Ruang 6L1 = 4 x 6 = 244.006.0024.00m2L2 = (2.8 + 1.4)/2 x 0.8 = 1.682.801.400.801.68Total :25.68m2

Ruang 75.005.0025.001.0025m2Ruang 82.002.505.001.005m2Ruang 920.68m2Ruang 103.005.0015.001.0015m2

Total Volume :175.16m2No.Uraian PekerjaanDimensiJumlahUnitVolumeSatuanGambar Sketplt(1)(2)(3)(4)(5)(6)

3.2.3.2.0Pemasangan List ProfilRuang 113.001.0013.00m1Ruang 236.001.0036.00m1Ruang 317.001.0017.00m1Ruang 412.001.0012.00m1Ruang 59.001.009.00m1Ruang 620.601.0020.60m1Ruang 720.001.0020.00m1Ruang 89.001.009.00m1Ruang 911.601.0011.60m1Ruang 1016.001.0016.00m1

Total Volume :164.20m1

3.2.4.0.0Pintu, Jendela dan Ventilasi3.2.4.1.0Pintu tipe P13.2.4.1.1Kusen Pintu2.630.060.122.001.000.0379m31.520.060.121.001.000.0109m31.570.060.121.001.000.0113m3Total Volume Kusen :0.0601m33.2.4.1.2Daun Pintu2.31.423.2661.003.266m2

3.2.4.1.3Kaca0.190.142.001.000.053m20.530.142.001.000.148m21.000.1917m2Total Volume Kaca :0.393m2

3.2.4.1.4Engsel Pintu6.001.006.00buah

3.2.4.1.5Kunci Pintu1.001.001.00buah

3.2.4.1.6Pegangan Pintu2.001.002.00buah

3.2.4.2.0Pintu tipe P23.2.4.2.1Kusen Pintu2.630.060.122.001.000.0379m31.420.060.122.001.000.0204m30.460.060.121.001.000.0033m3Total Volume Kusen :0.0616m33.2.4.2.2Daun Pintu2.301.321.001.003.036m20.370.612.001.000.4514m2Total Volume Daun Pintu :3.4874m23.2.4.2.3Kaca0.200.452.000.18m2


3.2.4.2.5Kunci Pintu1.001.001.00buah


3.2.4.3.0Pintu tipe P43.2.4.3.1Kusen Pintu2.020.060.122.002.000.058m30.920.060.121.002.000.013m3Total Volume Kusen :0.071m33.2.4.3.2Daun Pintu2.301.422.006.532m2


3.2.4.3.4Kunci Pintu1.002.002.00buah




3.2.4.4.4Kunci Pintu1.003.003.00buah


3.2.4.5.0Jendela tipe J13.2.4.5.1Kusen Jendela2.360.060.122.004.000.136m30.670.060.123.004.000.058m3Total Volume Kusen :0.194m33.2.4.5.2Daun Jendela0.370.571.004.000.844m21.850.571.004.004.218m2Total Volume Daun jendela :5.062m23.2.4.5.3Kaca0.190.371.004.000.281m20.380.374.004.002.250m2Total Volume Kaca :2.531m23.2.4.5.4Engsel Jendela2.004.008.00buah

3.2.4.5.5Grendel Jendela2.004.008.00buah

3.2.4.5.6Hak Angin2.004.008.00buahVolume Daun Jendela :2.53m2No.Uraian PekerjaanDimensiJumlahUnitVolumeSatuanGambar Sketplt(1)(2)(3)(4)(5)(6)



3.2.4.6.6Hak Angin2.002.004.00buahVolume Daun Jendela :1.38m2






3.2.4.8.6Hak Angin4.002.008.00buahVolume Daun Jendela :2.22m23.2.4.9.0Jendela tipe J53.2.4.9.1Kusen Jendela1.960.060.123.002.000.085m31.280.060.123.002.000.055m3Total Volume Kusen :0.140m33.2.4.9.2Daun Jendela0.370.552.002.000.814m21.450.552.002.003.19m2Total Volume Daun jendela :4.004m23.2.4.9.3Kaca0.190.392.002.000.296m20.420.396.002.001.966m2Total Volume Kaca :2.262m23.2.4.9.4Engsel Jendela4.002.008.00buah


3.2.4.9.6Hak Angin4.002.008.00buahVolume Daun Jendela :1.74m23.2.4.10.0Jendela tipe J63.2.4.10.1Kusen Jendela2.360.060.126.001.000.102m33.110.060.123.001.000.067m3Total Volume Kusen :0.169m33.2.4.10.2Daun Jendela0.370.555.001.001.018m21.850.555.001.005.088m2Total Volume Daun jendela :6.105m23.2.4.10.3Kaca0.190.395.001.000.371m20.380.3920.001.002.964m2Total Volume Kaca :3.335m23.2.4.10.4Engsel Jendela10.001.0010.00buah



3.2.4.11.0Ventilasi tipe V13.2.4.11.1Kusen Ventilasi0.470.060.122.002.000.014m30.670.060.122.002.000.019m3Total Volume Kusen :0.033m33.2.4.11.2Kaca0.200.572.002.000.456m2

3.2.4.12.0Ventilasi tipe V23.2.4.12.1Kusen Ventilasi0.470.060.123.001.000.010m31.280.060.122.001.000.018m3Total Volume Kusen :0.029m33.2.4.12.2Kaca0.200.574.002.000.912m2No.Uraian PekerjaanDimensiJumlahUnitVolumeSatuanGambar Sketplt(1)(2)(3)(4)(5)(6)

3.2.4.13.0Ventilasi atas teras3.2.4.13.1Kusen Ventilasi0.80.060.122.001.000.012m31.220.060.121.001.000.009m31.020.060.121.001.000.007m3Total Volume Kusen :0.028m33.2.4.13.2Kaca0.310.222.001.000.1364m20.320.222.001.000.1408m20.0261m20.650.381.001.000.247m2Total Volume Kaca :0.5503m23.3.0.0.0Mechanical dan Electrical3.3.1.0.0Pekerjaan Instalasi Panel3.3.1.1.0Box Panel1.001.00unit3.3.1.2.0Kabel out put1.001.00m13.3.1.3.0Kabel in put1.001.00m1

3.3.2.0.0Pekerjaan Instalasi Lampu3.3.2.1.0Lampu SL 40 Watt8.008.00titik3.3.2.2.0Lampu SL 25 Watt5.005.00titik3.3.2.3.0Lampu SL 15 Watt (tanam)6.006.00titik

3.3.3.0.0Pekerjaan Instalasi Stop Kontak3.3.3.1.0Saklar Tunggal7.007.00titik3.3.3.2.0Saklar Ganda6.006.00titik

3.4.0.0.0Pekerjaan Sanitasi3.4.1.0.0Instalasi Air Bersih3.4.1.1.0Pipa leiding ( 3/4")1.0068.29m13.4.1.2.0Kloset Duduk Keramik3.003.00buah3.4.1.3.0Bak mandi fibre2.002.00buah3.4.1.4.0Kran air4.004.00buah3.4.1.5.0Floor drain3.003.00buah3.4.1.6.0Bak cuci piring1.001.00buah3.4.1.7.0Wastafel1.001.00buah

3.4.2.0.0Instalasi Air Kotor3.4.2.1.0Pipa PVC ( 2,5")1.0060.2m13.4.2.2.0Bak Kontrol3.003.00buah

3.4.3.0.0Instalasi Kotoran3.4.3.1.0Pipa PVC ( 4")1.0038.11m13.4.3.2.0Septictank dan Peresapan2.002.00unit

4.0.0.0.0KONSTRUKSI LANTAI 24.1.0.0.0Pekerjaan Struktur4.1.1.0.0Balok Lantai4.1.1.1.0Balok 25/404.1.1.1.1Beton133.000.250.401.0013.300m3


4.1.1.1.3Bekisting107.730m2

4.1.1.2.0Balok 25/504.1.1.2.1Beton17.500.250.501.002.188m3



4.1.1.3.0Balok 13/184.1.1.3.1Beton6.800.130.181.000.159m3



4.1.2.0.0Plat Lantai4.1.2.1.0Beton159.990.1219.1991.0019.199m2


4.1.2.3.0Bekisting159.99m2

4.1.3.0.0Kolom4.1.3.1.0Kolom tipe K1 (25/35)4.1.3.1.1Beton4.000.250.350.3520.007.00m3


4.1.3.1.3Bekisting96m2

4.1.3.2.0Kolom tipe K2 (d = 40)4.1.3.2.1Beton4.000.402.001.0048m2


4.1.3.2.3Bekisting10.048m2

4.1.3.3.0Kolom tipe K3 (13/13)4.1.3.3.1Beton4.000.130.130.06823.001.555m3



4.1.4.0.0Ringbalk4.1.4.1.0Beton143.000.200.308.581.008.58m3


4.1.4.3.0Bekisting114.4m2No.Uraian PekerjaanDimensiJumlahUnitVolumeSatuanGambar Sketplt(1)(2)(3)(4)(5)(6)

4.2.0.0.0Pekerjaan Arsitektur4.2.1.0.0Pekerjaan Lantai4.2.1.1.0Balok Tumbuk 1 : 3 : 51.00159.99m2

4.2.1.2.0Pemasangan Keramik lantai4.2.1.2.1Keramik lantai 40x401.00143.73m2

4.2.1.2.2Keramik Lantai 20x201.0014.89m2

4.2.1.3.0Pasangan dinding keramik 20x2060.001.5090.001.0090.00m2

4.2.2.0.0Dinding4.2.2.1.0Pasangan dinding 1 : 2Luas kotor dinding 1 : 273.000.201.0014.6m2Luas bidang pintu P31.520.201.000.304m2Luas bidang pintu P40.920.203.000.552m2Kolom tipe K10.250.2019.000.95m20.350.2019.001.33m2

Luas bersih dinding 1 : 211.464m2

4.2.2.2.0Pasangan dinding 1 : 4Luas kotor dinding 1 : 473.004.001.00292m2Luas bidang pintu P31.0055.6m2Luas bidang pintu P40.922.153.005.93m2Luas bidang jendela JA0.672.262.003.03m2Luas bidang jendela JB0.852.262.003.84m2Luas bidang jendela JC0.702.264.006.33m2Luas bidang jendela JD1.282.263.008.68m2Luas bidang jendela JE1.892.261.004.27m2Luas bidang jendela JF0.701.561.001.09m2Luas bidang jendela JG3.111.561.004.85m2Kolom tipe K10.254.0019.0019.00m20.354.0019.0026.60m2

Luas bersih dinding 1 : 211.464m2Luas bersih dinding 1 : 4141.31m2

4.2.2.3.0Pasangan dinding 1 : 2 kamar mandiLuas kotor dinding 1 : 230.001.501.0045m2Luas bidang pintu P50.821.503.003.69m2Kolom tipe K10.251.506.002.25m20.351.506.003.15m2

Luas bersih dinding 1 : 235.91m2

4.2.2.4.0Pasangan dinding 1 : 4 kamar mandiLuas kotor dinding 1 : 430.004.001.00120m2Luas bidang pintu P50.822.153.005.29m2Luas bidang ventilasi V10.670.472.000.63m2Luas bidang ventilasi V21.280.471.000.60m2Luas bidang ventilasi V30.370.5112.002.26m2Kolom tipe K10.254.006.006.00m20.354.006.008.40m2

Luas bersih dinding 1 : 235.91m2Luas bersih dinding 1 : 4 kamar mandi60.91m2

4.2.2.5.0Plesteran 1 : 247.374m2Total luas plesteran94.748m2

4.2.2.6.0Plesteran 1 : 4202.22m2Total luas plesteran404.43m2

4.2.3.0.0Plafond4.2.3.1.0Pemasangan plafond gypsumRuang 16.505.001.0032.50m2Ruang 2L1 = 6.5 x 2 = 136.502.001.0013.00m2L2 = 2 x 13 = 262.0013.001.0026.00m2Ruang 3L1 = 2 x 2 =42.002.001.004.00m2L2 = 4.5 x 6 = 274.506.001.0027.00m2Ruang 42.004.001.008.00m2Ruang 52.002.501.005.00m2Ruang 6L1 = 2 x 1.5 = 32.001.501.003.00m2L2 = 4 x 4 = 164.004.001.0016.00m2L3 = (2.8 + 1.4)/2 x 0.8 = 1.682.801.400.801.001.68m2Ruang 75.005.001.0025.00m2Ruang 82.002.501.005.00m2Ruang 91.001.68m2Ruang 103.005.001.0015.00m2Total Volume Plafon :182.86m2No.Uraian PekerjaanDimensiJumlahUnitVolumeSatuanGambar Sketplt(1)(2)(3)(4)(5)(6)

4.2.3.2.0Pemasangan List ProfilRuang 123.001.0023.00m2Ruang 243.001.0043.00m2Ruang 325.001.0025.00m2Ruang 412.001.0012.00m2Ruang 59.001.009.00m2Ruang 611.601.0011.60m2Ruang 720.001.0020.00m2Ruang 89.001.009.00m2Ruang 911.601.0011.60m2Ruang 1016.001.0016.00m2Total Volume List Profil :180.20m2

4.2.4.0.0Pintu, Jendela dan Ventilasi4.2.4.1.0Pintu tipe P34.2.4.1.1Kusen Pintu2.360.060.122.001.000.034m31.520.060.121.001.000.011m31.570.060.121.001.000.011m3Total Volume Kusen :0.056m34.2.4.1.2Daun Pintu2.101.421.002.982m2

4.2.4.1.3Kaca0.190.142.001.000.053m20.530.142.001.000.148m20.192m2Total Volume Kaca :0.393m24.2.4.1.4Engsel Pintu6.001.006.00buah

4.2.4.1.5Kunci Pintu1.001.001.00buah




4.2.4.2.4Kunci Pintu1.003.003.00buah




4.2.4.3.4Kunci Pintu1.003.003.00buah


4.2.4.4.0Jendela tipe JA4.2.4.4.1Kusen Jendela2.260.060.122.002.000.065m30.670.060.123.002.000.029m3Total Volume Kusen :0.094m34.2.4.4.2Daun Jendela0.370.571.002.000.422m21.750.571.002.001.995m2Total Volume Daun jendela :2.417m24.2.4.4.3Kaca0.190.371.002.000.141m20.340.374.002.001.006m2Total Volume Kaca :1.147m24.2.4.4.4Engsel Jendela2.002.004.00buah



4.2.4.5.0Jendela tipe JB4.2.4.5.1Kusen Jendela2.260.060.122.002.000.065m30.850.060.123.002.000.037m3Total Volume Kusen :0.102m34.2.4.5.2Daun Jendela0.370.751.002.000.555m21.750.751.002.002.625m2Total Volume Daun jendela :3.180m24.2.4.5.3Kaca0.190.571.002.000.217m20.340.574.002.001.550m2Total Volume Kaca :1.767m24.2.4.5.4Engsel Jendela2.002.004.00buah



4.2.4.6.0Jendela tipe JC4.2.4.6.1Kusen Jendela2.260.060.122.004.000.130m30.700.060.123.004.000.060m3Total Volume Kusen :0.191m34.2.4.6.2Daun Jendela0.370.601.004.000.888m21.750.601.004.004.200m2Total Volume Daun jendela :5.088m24.2.4.6.3Kaca0.190.421.004.000.319m20.340.424.004.002.285m2Total Volume Kaca :2.604m24.2.4.6.4Engsel Jendela2.004.008.00buah


4.2.4.6.6Hak Angin2.004.008.00buahVolume Daun Jendela :2.48m2No.Uraian PekerjaanDimensiJumlahUnitVolumeSatuanGambar Sketplt(1)(2)(3)(4)(5)(6)

4.2.4.7.0Jendela tipe JD4.2.4.7.1Kusen Jendela2.260.060.123.003.000.146m31.280.060.123.003.000.083m3Total Volume Kusen :0.229m34.2.4.7.2Daun Jendela0.370.572.003.001.265m21.750.572.003.005.985m2Total Volume Daun jendela :7.250m24.2.4.7.3Kaca0.190.372.003.000.422m20.340.378.003.003.019m2Total Volume Kaca :3.441m24.2.4.7.4Engsel Jendela4.003.0012.00buah



4.2.4.8.0Jendela tipe JE4.2.4.8.1Kusen Jendela2.260.060.124.001.000.065m31.890.060.123.001.000.041m3Total Volume Kusen :0.106m34.2.4.8.2Daun Jendela0.370.573.001.000.633m21.750.573.001.002.993m2Total Volume Daun jendela :3.625m24.2.4.8.3Kaca0.190.373.001.000.211m20.340.3712.001.001.510m2Total Volume Kaca :1.721m24.2.4.8.4Engsel Jendela6.001.006.00buah



4.2.4.9.0Jendela tipe JF4.2.4.9.1Kusen Jendela1.560.060.122.001.000.022m30.700.060.122.001.000.010m3Total Volume Kusen :0.033m34.2.4.9.2Daun Jendela1.460.601.001.000.876m2

4.2.4.9.3Kaca0.380.403.001.000.456m2

4.2.4.9.4Engsel Jendela2.001.002.00buah



4.2.4.10.0Jendela tipe JG4.2.4.10.1Kusen Jendela1.560.060.126.001.000.067m33.110.060.123.001.000.067m3Total Volume Kusen :0.135m34.2.4.10.2Daun Jendela1.050.575.001.002.993m20.020.5625.001.000.280m2Total Volume Daun jendela :3.273m24.2.4.10.3Kaca0.400.3710.001.001.480m2

4.2.4.10.4Engsel Jendela10.001.0010.00buah


4.2.4.10.6Hak Angin10.001.0010.00buahVolume Daun Jendela :1.793m24.2.4.11.0Ventilasi tipe V14.2.4.11.1Kusen Ventilasi0.470.060.122.002.000.014m30.670.060.122.002.000.019m3Total Volume Kusen :0.033m34.2.4.11.2Kaca0.200.572.004.000.912m2



4.3.0.0.0Mechanical dan Electrical4.3.1.0.0Pekerjaan Instalasi Panel4.3.1.1.0Box Panel2.002.00unit4.3.1.1.1Kabel out put1.001.00m14.3.1.1.2Kabel in put1.001.00m1

4.3.2.0.0Pekerjaan Instalasi Lampu4.3.2.1.0Lampu SL 40 Watt18.0018.00titik4.3.2.1.1Lampu SL 25 Watt9.009.00titik4.3.2.1.2Lampu SL 15 Watt (tanam)11.0011.00titik


4.3.3.0.0Pekerjaan Instalasi Stop Kontak4.3.3.1.0Saklar Tunggal15.0015.00titik4.3.3.1.1Saklar Ganda14.0014.00titik

4.4.0.0.0Pekerjaan Sanitasi4.4.1.0.0Instalasi Air Bersih4.4.1.1.0Pipa leiding ( 3/4")1.0068.29m14.4.1.2.0Kloset Duduk Keramik2.002.00buah4.4.1.3.0Bak mandi fibre2.002.00buah4.4.1.4.0Kran air3.003.00buah4.4.1.5.0Floor drain3.003.00buah4.4.1.6.0Wastafel1.001.00buah

4.4.2.0.0Instalasi Air Kotor4.4.2.1.0Pipa PVC ( 2,5")1.0060.2m14.4.2.2.0Bak Kontrol3.003.00buah

5.0.0.0.0KONSTRUKSI ATAP5.1.0.0.0Rangka Atap5.1.1.0.0Pemasangan Kuda - kuda K10.74121.481312m35.1.1.1.0Balok tarik 6/1213.000.060.122.002.000.374m35.1.1.2.0Kaki kuda - kuda 6/124.340.060.121.002.000.062m35.1.1.3.0Balok gapit 4/145.390.040.142.002.000.121m35.1.1.4.0Skor 6/123.460.060.121.002.000.050m35.1.1.5.0Tiang kuda - kuda 6/124.070.060.121.002.000.059m35.1.1.6.0Sokong 6/125.180.060.121.002.000.075m3Volume total kuda - kuda K1 :0.741m3

5.1.2.0.0Pemasangan Kuda - kuda K20.31320.626448m35.1.2.1.0Balok tarik 6/125.000.060.122.002.000.144m35.1.2.2.0Kaki kuda - kuda 6/123.480.060.121.002.000.050m35.1.2.3.0Balok gapit 4/143.000.040.142.002.000.067m35.1.2.4.0Skor 6/120.630.060.121.002.000.009m35.1.2.5.0Tiang kuda - kuda 6/121.730.060.121.002.000.025m35.1.2.6.0Sokong 6/121.250.060.121.002.000.018m3Volume total kuda - kuda K2 :0.313m3

5.1.3.0.0Pemasangan Kuda - kuda K31.25022.49944m35.1.3.1.0Balok tarik 6/124.000.060.122.002.000.115m35.1.3.2.0Kaki kuda - kuda 6/123.300.060.121.002.000.048m35.1.3.3.0Skor 6/120.900.060.121.002.000.013m35.1.3.4.0Tiang kuda - kuda 6/121.400.060.121.002.000.020m3Volume total kuda - kuda K3 :0.196m3Volume Total seluruh kuda - kuda :1.250m3

5.1.4.0.0Pemasangan Penutup Atap5.1.4.1.0Gording 5/10235.080.050.101.001.001.175m35.1.4.2.0Pemasangan kasau + reng genteng261.861.001.00261.86m25.1.4.3.0Pemasangan atap genteng metal261.861.001.00261.86m25.1.4.4.0Rabung genteng keramik51.811.001.0051.81m15.1.4.5.0Listplank 3/3072.711.001.0072.71m1

6.0.0.0.0PEKERJAAN LANDSCAPE6.1.0.0.0Pekerjaan Pagar6.1.1.0.0Galian Tanah Pondasi Menerus180.50.60.664.98164.98m36.1.2.0.0Urugan Pasir Bawah Pondasi180.50.60.055.41515.415m36.1.3.0.0Urugan Tanah Kembali45.125145.125m36.1.4.0.0Pemasangan Aanstamping180.50.60.110.83110.83m36.1.5.0.0Pemasangan Pondasi Batu Gunung180.50.450.4536.55125136.55125m36.1.6.0.0Sloof 20/25180.50.20.259.02519.025m3

Bekisting0.450.4180.532.49132.49m2

6.1.7.0.0Kolom 23/230.230.231.80.0952240.38088m30.230.232.50.1322520.2645m30.230.2340.2116163.3856m3

Bekisting0.4641.83.312413.248m20.4642.54.629.2m20.46447.3616117.76m2140.208m26.1.8.0.0Dinding Pagar12.310.89.84819.848m24.812.311.063111.063m255.823.8212.1161212.116m2

6.1.9.0.0Plesteran233.0272466.054m2

6.1.10.0.0Ringbalk64.50.130.151.2577511.25775m3Bekisting0.28464.572.24172.24m2

6.2.0.0.0Timbunan Tanah Halaman0.82001601160m3

6.3.0.0.0Pekerjaan Tanaman6.3.1.0.0Ekor Tupai12112btg6.3.2.0.0Bougenville414btg6.3.3.0.0Bunga Lily616btg

PembesianNoDeskripsiUkuran :6mmUkuran :8mmUkuran :10mmUkuran :12mmUkuran :14mmTotal (kg)Jumlah PotonganPanjangJumlah PasanganTotal (kg)Jumlah PotonganPanjangJumlah PasanganTotal (kg)Jumlah PotonganPanjangJumlah PasanganTotal (kg)Jumlah PotonganPanjangJumlah PasanganTotal (kg)Jumlah PotonganPanjangJumlah PasanganTotal (kg)FAKTOR KONVERSI1Pondasi TapakPondasi Tapak P1221.02435.45542.000428.41642.000438.720261.152PolosUlir(cm2)(kg/m)81.170433.247P 6U 60.2880.22280.560415.913P 8U 80.5030.39580.560415.913P 9U 90.6360.49993.489P 10U 100.7580.617P 12U 121.1310.888Pondasi Tapak P2221.02015132.95742.00015106.56042.00015145.200869.831P 13U 131.3271.04071.11015103.496P 14U 141.5401.21070.4601542.890P 16U 162.0111.58070.4601542.890P 18U 182.5452.000295.837P 19U 192.8352.230P 20U 203.1422.4702Plat Lantai21.1501521.287P 22U 223.8012.980(luas ruangan 4 x 4.5 m)14.3701540.444P 25U 254.9093.85014.3803081.074P 28U 286.1574.83021.3401423.150P 29U 296.6055.19013.5401430.57914.8902781.463277.996

Jumlah besi/ 1m3 = 277.996/(4x4.5x1.2) = 12.87 kg/m3Total besi plat lantai = 12.87 x 19.2 =247.104kg247.104

3Sloof (20/30)6580.840218.3247131.4601113.4661331.791

4Lantai 1Kolom tipe K1 (25/35)221.02024212.73144.25024362.30444.25024493.6801068.715

Kolom tipe K2 (d = 40)220.11021.91264.250261.71063.622

Kolom tipe K3 (13/13)220.4202383.94544.25023241.247325.192

5Lantai 2Kolom tipe K1 (25/35)200.4202066.36044.00020284.16044.00020387.200737.720

Kolom tipe K2 (d = 40)200.10521.65964.000258.08059.739

Kolom tipe K3 (13/13)200.4202376.31444.00023227.056303.370

6BalokBalok 25/406651.160304.7039133.0001448.3701753.073

Balok 25/50881.36047.274917.500190.575237.849

Balok 13/18460.545.51446.80016.78222.297

7Ring balok 20/307150.840237.2377143.000888.8881126.125

TOTAL PEMBESIAN :8407.580

BekistingVOLUME BEKISTING :

NoJenis PekerjaanDimensiPanjangJumlahPerhitunganLuas UnitLuas total(m2)

1Pondasi tapakP125/35242x(0.25+0.35)x22.49.6120/12044x1.2x0.31.445.76P225/252152x(0.25+0.35)x22.436100x100154x1x0.31.218

2Sloof20/30131.4612 x 0,30 x 131.4678.876

3Kolom K1Lantai I25/354.2524[(2x0.35)+(2x0.25)] x 4.255.10122.4Lantai II25/354.0020[(2x0.35)+(2x0.25)] x 44.8096

4Kolom K2Lantai ID=404.252Dx4.255.33810.676Lantai IID=404.002Dx45.02410.048

5Kolom K3Lantai I13/134.25234x0.13x4.252.2150.83Lantai II13/134234x0.13x42.0847.84

6Balok 25/4025/40133.001[(0.28x2)+0.25]x133107.73

7Balok 25/5025/5017.51[(0.38x2)+0.25]x17.51.766

8Balok 13/1813/186.801[(0.18x2)+0.13]x6.83.332

9Ring balok20/301431[(0.3x2)+0.2]x143114.4

10Plat lantai (t=12)159.991159.99

11TanggaPlat tangga (T=15)7.74417.744

anak tangga1.28x0.3260.384x260.3849.9840.19x0.326[1/2x0.19x0.3]0.0290.754total 10.738

TOTAL BEKISTING :891.73

Daftar Harga & UpahDAFTAR HARGA SATUAN LAMPIRAN - KEPUTUSAN GUBERNUR BAHAN BANGUNANPROVINSI NANGGROE DALAMACEH DARUSSALAMKOTA BANDA ACEHNOMOR : 028 /708 / 2012

NO.NAMA JENIS BARANGSATUANHARGA (Rp.)123Rp4.001Acustic 30 x 60LembarRp184,200.002ArangKgRp3,300.003Asbes Gelombang BesarLembarRp75,600.004Asbes Gelombang kecilLembarRp75,100.005Asbes Quality 1 x 1 mLembarRp19,100.006AsphaltKgRp14,400.007Asphalt Semen Pen. 60/70 atau Pen 80/100KgRp14,200.008Atap HarflekLembarRp81,700.009Atap Multroof / ElmiralLembarRp88,400.0010Atap Multroof / ElmiralM2Rp65,000.0011Baja ProfilKgRp32,500.0012Bak Cuci Piring LogamBuahRp709,700.0013Bak Cuci Tangan / Wastafel KeramikBuahRp600,400.0014Bak Kontrol + InstalasiBuahRp380,000.0015Bak Mandi FibreBuahRp2,136,900.0016Bak Mandi PlastikBuahRp1,861,100.0017Bak Mandi PorselinBuahRp2,481,500.0018BambuBatangRp38,500.0019BatacoBuahRp5,100.0020Batu ( >1000 ) Kg - Material Water BreakM3Rp269,900.0021Batu ( 250 - 1000) Kg - Material Water BreakM3Rp220,400.0022Batu (< 250) Kg - Material Water BreakM3Rp211,400.0023Batu Bata BuahRp600.0024Batu Kali / Batu Belah (Sungai / Gunung) M3Rp165,000.0025Bed Matress (Terrafix)M3Rp95,500.0026Batang KelapaBtgRp280,000.0027Bitumen Geomembran Type ES.1M2Rp185,000.0028Batu Pakhlag (Batu 5-7 cm)M3Rp183,400.0029Batu Pecah 2-3 cmM3Rp529,300.0030Batu Tempel M3Rp206,600.0031Baut Kap 1/2 - 8BuahRp4,000.0032Bensin (Industri)LiterRp9,700.0033Besi Beton PolosKgRp15,200.00Bensin (Industri)LtrRp8,70034Besi Beton UlirKgRp28,400.00Besi Beton PolosKgRp13,10035Besi Bout (Kuda-Kuda) 5/8 - 10BuahRp11,600.00Besi Beton UlirKgRp17,50036Besi StripKgRp14,000.00Besi Bout (Kuda-Kuda) 5/8 - 10 "BuahRp10,10037Beton Rooster / KerawangBuahRp8,600.00Besi StripKgRp5,00038Boks Panel + InstalasiBuahRp202,000.00Beton Rooster / KerawangBuahRp7,60039Bubungan GentengM'Rp64,000.00Beton TumbukM3Rp734,00040Bubbungan SengM'Rp29,900.00Bubungan GentengM'Rp36,80041Buis Beton 10 cmBuahRp37,600.00Bubungan SengM'Rp27,50042Buis Beton 20 cmBuahRp49,900.0043Buis Beton 30 cmBuahRp68,500.0044Buis Tanah 10 cmBuahRp30,000.0045Buis Tanah 20 cmBuahRp42,500.0046Cat Kayu Dasar KgRp30,300.0047Cat Kayu MengkilatKgRp45,600.0048Cat Marka Jalan (Non Thermoplast)KgRp68,500.0049Cat Menie BesiKgRp25,800.0050Cat TembokKgRp30,400.0051Dempul KayuKgRp20,300.0052ElektrodaBuahRp22,500.0053Engsel JendelaPasangRp22,600.0054Engsel PintuPasangRp30,000.0055EspagnoletBuahRp151,500.0056Floor DrainBuahRp20,700.0057FillerKgRp1,300.0058Geosand Bag (2,4 m 1,45 m)BagRp525,500.0059Geotube (P + 20 m, T + 1,5 m, L + 1,8 m)TubeRp75,000,000.0060Genteng BetonKepingRp6,400.0061Genteng KeramikKepingRp16,500.0062Glass BlockM2Rp425,000.0063Glass BlockBuahRp17,000.0064Gypsum Board tebal 9 mmLbrRp68,000.0065Gip Sum (120 x 240 cm) Tebal 1,2 cmLembarRp75,600.0066Grendel Jendela / PintuBuahRp13,300.0067GravelM3Rp131,700.0068Hak AnginBuahRp16,100.0069I j u kKgRp14,700.0070Kaca Bening Uk. 2 mmM2Rp67,900.0071Kaca Bening Uk. 3 mmM2Rp102,100.0072Kaca Bening Uk. 5 mmM2Rp121,100.0073Kaca Rayband Uk. 3 mmM2Rp111,200.0074Kaca Rayband Uk. 5 mmM2Rp134,800.0075Kapur BatuKgRp6,400.0076Kapur SirihKgRp4,100.0077Karpus Asbes Gelombang BesarM'Rp98,000.0078Karpus Asbes Gelombang KecilM'Rp83,000.0079Karpus Genteng BetonM'Rp57,100.0080Karpus Genteng KeramikM'Rp92,500.0081Kawat BetonKgRp22,400.0082Kawat Bronjong 3 mmKgRp20,100.0083Kawat Bronjong 4 mmKgRp22,400.0084Kawat Bronjong 5 mmKgRp23,700.0085Kawat Bronjong Pabrikan Uk. (1,5 x 1 x 1)LembarRp515,000.0086Kawat Bronjong Pabrikan Uk. (2 x 1 x 1)LembarRp623,500.0087Kawat Bronjong Pabrikan Uk. (3 x 1 x 0,5)LembarRp553,000.0088Kawat Bronjong Pabrikan Uk. (2 x 1 x 0,5)LembarRp489,000.0089Kawat Bronjong Pabrikan Uk. (4 x 1 x 0,5)LembarRp791,500.0090Kawat Bronjong Pabrikan Uk. (3 x 1,5 x 0,5)LembarRp809,500.0091Kawat Bronjong Pabrikan Uk. (3 x 1 x 1)LembarRp894,500.0092Kawat Bronjong Pabrikan Uk. (4 x 1 x 1)LembarRp1,172,000.0093Kawat Bronjong Pabrikan Uk. (4 x 2 x 0,5)LembarRp1,171,500.0094Kawat Bronjong Pabrikan Uk. (4 x 2 x 0,25)LembarRp1,167,000.0095Kawat Bronjong Pabrikan Uk. (3 x 1,5 x 1)LembarRp1,171,500.0096Kawat DuriKgRp11,900.0097Kawat HarmonikaM2Rp17,900.0098Kawat Nyamuk / Kasa LogamM2Rp17,900.0099Kawat Nyamuk / Kasa PlastikM2Rp7,300.00100Kayu BakarM2Rp758,300.00101Kayu Bakau 10 cmBatangRp55,700.00102Kayu Kelas I (Seumantok / Ulin / dll)M3Rp5,613,100.00103Kayu Kelas II (Kamper / Kruing / dll)M3Rp4,247,800.00104Kayu Kelas III (Borneo / dll)M3Rp3,792,500.00105Papan Kayu Kelas IIILbrRp75,850.00106Kayu kelas IV (Sengo / dll)M3Rp3,489,200.00107Keramik 20 X 20 cmBhRp2,100.00108Keramik Dinding 20 X 25 cmBhRp3,000.00109Keramik Sisi Kulit Jeruk 20 x 20M2Rp37,200.00110Keramik Uk. 30 x 30 cmM2Rp44,700.00111Keramik Uk. 40 x 40 cmM2Rp46,900.00112Keramik Uk. 60 x 60 cmM2Rp54,200.00113Kerosen/Minyak Tanah (Industri)Liter Rp7,700.00114Kerosen/Minyak Tanah (Subsidi)Liter Rp3,200.00115Kertas AmplasLembarRp2,200.00116Kloset Duduk keramikBuahRp1,774,700.00117Kloset Jongkok Keramik BuahRp136,200.00118Krawang VentilasiBuahRp10,000.00119Krawang VentilasiM2Rp250,000.00120Kran StandarBuahRp18,500.00121Kunci PutarBuahRp135,000.00122Lampu SL 25BuahRp80,000.00123Lampu SL 15 WattBuahRp39,000.00124lampu TL 20 WattBuahRp90,700.00125Lampu TL 40 WattBuahRp121,100.00126Lampu DL 20 WattBuahRp70,500.00127Lampu SL 40 WattBuahRp92,000.00128Lem AibonBuahRp25,700.00129Lem KayuKgRp19,500.00130Lempengan RumputM2Rp33,800.00131List Eternit KayuM'Rp6,200.00132MarmerM2Rp575,900.00133Minyak CatLiter Rp21,600.00134minyak BekistingLiter Rp8,000.00135Multipleks 3 mmLembarRp64,900.00136Multipleks 4 mmLembarRp83,100.00137Multipleks 6 mmLembarRp113,600.00138Multipleks 9 mmLembarRp174,200.00139N a c o (Kerangka + Daun)M2Rp312,300.00140Nok / Rabung Seng 0.35 Cat PabrikLembarRp72,200.00141Nok / Rabung Seng 0.35 Tidak DicatLembarRp51,700.00142OksigenM3Rp420,300.00143Pagar besiM'Rp220,000.00144Paku AsbesKgRp13,300.00145Paku Beton 8 inchiKotakRp16,200.00146Paku KaitBuah Rp1,200.00147Paku KayuKgRp17,300.00148Paku RengKgRp12,000.00149Paku SengKgRp17,900.00150Paku SumbatBuahRp1,200.00151Paku Ulir PrimadekBuahRp4,000.00152Pasang Batu AlamM2Rp120,000.00153Pasir Batu (Sirtu) - Material JalanM3Rp280,400.00154Pasir Beton / KerikilM3Rp132,500.00155Pasir PasangM3Rp130,000.00156Pasir UrugM3Rp127,300.00157Paving BlockM2Rp92,500.00158Pelumas / OilLiterRp45,200.00159Peresapan + InstalasiUnitRp1,580,000.00160Pintu Pagar Besi 450 x 155UnitRp6,500,000.00161Pipa Leiding 1" Galvanis Tebal 3,2 mmBatangRp155,400.00162Pipa Leiding " Galvanis Tebal 3,2 mmBatangRp87,100.00163Pipa Leiding 1" Galvanis Tebal 3,2 mmBatangRp200,400.00164Pipa Leiding 2" Galvanis Tebal 3,2 mmBatangRp333,500.00165Pipa Leiding 3" Galvanis Tebal 3,2 mmBatangRp576,200.00166Pipa Leiding 4" Galvanis Tebal 3,2 mmBatangRp907,000.00167Pipa Leiding 6" Galvanis Tebal 3,2 mmBatangRp1,486,500.00168Pipa PVC 1"BatangRp85,100.00169Pipa PVC " Kualitas A WE (United)BatangRp42,100.00170Pipa PVC 1"BatangRp108,400.00171Pipa PVC 2"BatangRp142,800.00172Pipa PVC 3"BatangRp156,700.00173Pipa PVC "BatangRp34,700.00174Pipa PVC 4"BatangRp318,300.00175Plamur TembokKgRp14,700.00176Plin Keramik 15 x 30BuahRp16,100.00177Plin Ubin Abu-Abu 15 x 20BuahRp1,200.00178Plin Ubin Berwarna 15 x 20BuahRp4,100.00179Plin Ubin Teraso 10 x 30BuahRp6,400.00180Porselin 10 x 15M2Rp150,000.00181Porselin 11 x 11M2Rp150,000.00sea182Porselin 15 x 15M2Rp150,000.00183Porselin 20 x 20M2Rp150,000.00184Profil Kusen Alumuniumm'Rp43,000.00185RamsetbhRp9,000.00186Relling TanngaM'Rp115,000.00187R e s i d uliterRp3,300.00188Rabung SengLembarRp37,300.00189Reservoir Air 1 m3 Fibre BuahRp2,578,900.00190Reservoir Air 0,5 m3 Stainless Steel BuahRp1,972,000.00191Reservoir Air 1 m3 Stainless Steel BuahRp3,185,600.00192Schakelar merek BracoBuahRp25,700.00193Schakelar Ganda merek BracoBuahRp35,000.00194Semen @ 40 KgZakRp52,500.00195Semen @ 50 KgZakRp65,800.00196Semen Putih @ 50 KgZakRp128,700.00197Semen Warna 40 KgZakRp105,000.00198Seng BJLS 0,20 M2Rp39,300.00199Seng BJLS 0,20 Cat PabrikM2Rp42,000.00200Seng Gelombang BJLS 30 M2Rp53,100.00201Seng Gelombang BJLS 30 Cat Pabrik M2Rp67,900.00202Seng Plat BJLS 20M2Rp47,600.00203Seng Plat BJLS 30M2Rp66,000.00204Septicktank + InstalasiUnitRp570,000.00205Solar (Industri) LiterRp9,100.00206Stop Kontak + InstalasiTitikRp160,700.00207Stut Werk (Ska Folding)M3Rp2,721,100.00208Sumur + Pompa Tangan TerpasangBuahRp1,254,500.00209Tanah TimbunM3Rp60,400.00210Tanah Timbun Pilihan - Material Jalan M3Rp143,800.00211Teralis Besi M2Rp416,100.00212Titik Lampu + InstalasiTitikRp143,800.00213Ubin Abu-Abu 20 x 20M2Rp47,600.00214Ubin Berwarna 20 x 20M2Rp47,600.00215Ubin Teraso 20 x 20M2Rp47,600.00216Ubin Wafel 20 x 20M2Rp47,600.00217Urinoir KeramikBuahRp1,137,600.00218V I n y lM2Rp186,800.00219Wayer Mess (Ulir) Dia 5.0MRp37,000.00220Wayer Mess (Ulir) Dia 6.0MRp42,000.00221Zakering (Kast Lokal 1 Zakering)BuahRp145,900.00222Zakering (Kast Lokal 2 Zakering)BuahRp186,800.00223Zakering (Kast Lokal 3 Zakering)BuahRp271,500.00224Geotekstil Non WovenM2Rp48,900.00225Ekor TupaiBtgRp25,000.00226Bunga LilyBtgRp30,000.00227Bunga BugenvileBtgRp25,000.00228Gebalan Rumput m2Rp12,000.00229PalembtgRp30,000.00230AirLiterRp100.00231Plywood tebal 9 mmLbrRp98,000.00232Kayu Dolken / Galam 8-10 cm / 4 m )BtgRp12,000.00233Besi Baut (Kuda-Kuda) 5/8 - 10 "BuahRp11,600.00234Kabel inputMRp20,000.00235Kabel outputMRp20,000.00

DAFTAR UPAH KERJADALAM DAERAH KOTA - BANDA ACEH

NO.URAIAN TENAGASATUANHARGA (Rp.)1MandorOrangRp75,800.002Kepala Tukang Kayu / CatOrangRp101,200.003Tukang Kayu / CatOrangRp84,200.004Laden Tukang Kayu / CatOrangRp56,900.005Kepala Tukang Batu / BesiOrangRp107,200.006Tukang Batu / BesiOrangRp84,200.007Laden Tukang Batu / BesiOrangRp56,900.008Pekerja Galian TanahOrangRp53,100.009Penjaga Malam / SatpamOrangRp47,800.0010PenyelamOrangRp129,700.0011SupirOrangRp86,800.0012OperatorOrangRp129,700.00

AnalisaNOANALISAURAIANKOEF.SatHarga SatuanJumlah HargaANALISAURAIANKOEF.SatHarga SatuanJumlah Harga1.0.0.0.0PEKERJAAN PERSIAPANPEKERJAAN BETON1.1.0.0.0Pagar SementaraSNI 7394:2008-6.11 M3 Beton mutu f'c = 7,4 Mpa (K-100), slump (12 2) cm, w/c = 0,87RSNI T-12-2002-B21m' Pagar sementara dari seng gelombang tinggi 2 meterPasir BetonPasir Beton869.000Kg94.64382,244.643Dolken kayu galam, (8-10)-4 m1.250btg12,000.0015,000.00Kerikil (Maximum 30 mm)Kerikil (Maximum 30 mm)999.000Kg94.64394,548.214Semen portland2.500kg1,316.003,290.00Semen PortlandSemen Portland247.000Kg1,316.000325,052.000Seng gelombang 3"-5"1.200lbr53,100.0063,720.00AirAir215.000Liter100.00021,500.000Pasir beton0.005m3132,500.00662.50PekerjaPekerja1.650Oh53,100.00087,615.000Koral beton0.009m3132,500.001,192.50Tukang BatuTukang Batu0.275Oh84,200.00023,155.000Kayu 5/70.072m33,489,200.00251,222.40Kepala TukangKepala Tukang0.028Oh107,200.0003,001.600Paku seng0.060kg17,900.001,074.00MandorMandor0.083Oh75,800.0006,291.400Meni besi0.450kg25,800.0011,610.00Jumlah643,407.857Mandor0.020Oh75,800.001,516.00Dibulatkan643,400.000Kepala Tukang0.020Oh101,200.002,024.00SNI 7394:2008-6.21 M3 Beton mutu f'c = 9,8 Mpa (K-125), slump (12 2) cm, w/c = 0,78Tukang Kayu0.400Oh84,200.0033,680.00Pasir BetonPasir Beton828.000Kg94.64378,364.286Pekerja0.200Oh53,100.0010,620.00Kerikil (Maximum 30 mm)Kerikil (Maximum 30 mm)1,012.000Kg94.64395,778.5710.640Jumlah 395,611.40Semen PortlandSemen Portland276.000Kg1,316.000363,216.000Dibulatkan395,600.00AirAir215.000Liter100.00021,500.0001.2.0.0.0Pembersihan LapanganPekerjaPekerja1.650Oh53,100.00087,615.000RSNI T-12-2002-B81 M2 Membersihkan Lapangan dan PerataanTukang BatuTukang Batu0.275Oh84,200.00023,155.000Pekerja0.100Oh53,100.005,310.00Kepala TukangKepala Tukang0.028Oh107,200.0003,001.600Mandor0.050Oh75,800.003,790.00MandorMandor0.083Oh75,800.0006,291.4000.150Jumlah 9,100.00Jumlah678,921.857Dibulatkan9,100.00Dibulatkan678,900.0001.3.0.0.0Pemasangan BowplankSNI 7394:2008-6.31 M3 Beton mutu f'c = 12,2 Mpa (K-150), slump (12 2) cm, w/c = 0,72RSNI T-12-2002-B41 M' Pengukuran dan Pemasaangan BowplankPasir BetonPasir Beton799.000Kg94.64375,619.643Kayu Kelas III0.012M33,792,500.0045,510.00Kerikil (Maximum 30 mm)Kerikil (Maximum 30 mm)1,017.000Kg94.64396,251.786Papan 3/200.007M33,792,500.0026,547.50Semen PortlandSemen Portland299.000Kg1,316.000393,484.000Paku Kayu0.020Kg17,300.00346.00AirAir215.000Liter100.00021,500.000Pekerja0.100Oh53,100.005,310.00PekerjaPekerja1.650Oh53,100.00087,615.000Tukang0.100Oh84,200.008,420.00Tukang BatuTukang Batu0.275Oh84,200.00023,155.000Kepala Tukang0.010Oh101,200.001,012.00Kepala TukangKepala Tukang0.028Oh107,200.0003,001.600Mandor0.005Oh75,800.00379.00MandorMandor0.083Oh75,800.0006,291.4000.215Jumlah87,524.50MandorJumlah706,918.429Dibulatkan87,500.00MandorDibulatkan706,900.0001.4.0.0.0Barak KerjaSNI 7394:2008-6.4 1 M3 Lantai Kerja Beton mutu f'c = 7,4 Mpa (K-100), slump (3-6) cm, w/c = 0,87RSNI T-12-2002-B91 m2 Barak KerjaPasir BetonPasir Beton893.000Kg94.64384,516.071Dolken kayu galam, (8-10)-4 m1.250btg12,000.0015,000.00Semen PortlandSemen Portland230.000Kg1,316.000302,680.000Kayu0.186m33,792,500.00705,405.00AirAir200.000Liter100.00020,000.000Paku biasa0.300kg17,300.005,190.00PekerjaPekerja1.200Oh53,100.00063,720.000Semen Portland18.000kg1,316.0023,688.00Tukang BatuTukang Batu0.200Oh84,200.00016,840.000Pasir beton0.030m3132,500.003,975.00Kepala TukangKepala Tukang0.020Oh107,200.0002,144.000Koral beton0.050m3132,500.006,625.00MandorMandor0.060Oh75,800.0004,548.000Seng gelombang bjls 321.500lbr67,900.00101,850.00Jumlah494,448.071Plywood 9 mm1.350lbr98,000.00132,300.00Dibulatkan494,400.000Mandor0.050Oh75,800.003,790.00SNI 7394:2008-6.51 M3 Beton mutu f'c = 14,5 Mpa (K-175), slump (12 2) cm, w/c = 0,66Kepala Tukang0.200Oh101,200.0020,240.00Pasir BetonPasir Beton760.000Kg94.64371,928.571Tukang Kayu2.000Oh84,200.00168,400.00Kerikil (Maximum 30 mm)Kerikil (Maximum 30 mm)1,029.000Kg94.64397,387.500Pekerja1.000Oh53,100.0053,100.00Semen PortlandSemen Portland326.000Kg1,316.000429,016.0003.250Jumlah1,239,563.00AirAir215.000Liter100.00021,500.000Dibulatkan1,239,500.00PekerjaPekerja1.650Oh53,100.00087,615.0002.0.0.0.0PEKERJAAN TANAHTukang BatuTukang Batu0.275Oh84,200.00023,155.0002.1.0.0.0Galian TanahKepala TukangKepala Tukang0.028Oh107,200.0003,001.6002.1.1.0.0Pondasi Tapak (120 x 120)MandorMandor0.083Oh75,800.0006,291.400SNI 2835:2008-6.21 M3 Galian Tanah Biasa Sedalam 2 mIndeksSatuanJumlah739,895.071Pekerja0.900Oh53,100.0047,790.00Dibulatkan739,800.000Mandor0.045Oh75,800.003,411.00SNI 7394:2008-6.61 M3 Beton mutu f'c = 16,9 Mpa (K-200), slump (12 2) cm, w/c = 0,610.945Jumlah51,201.00Pasir BetonPasir Beton731.000Kg94.64369,183.929Dibulatkan51,200.00Kerikil (Maximum 30 mm)Kerikil (Maximum 30 mm)1,031.000Kg94.64397,576.7862.1.2.0.0Pondasi Tapak (100 x 100)Semen PortlandSemen Portland352.000Kg1,316.000463,232.000SNI 2835:2008-6.21 M3 Galian Tanah Biasa Sedalam 2 mIndeksSatuanAirAir215.000Liter100.00021,500.000Pekerja0.900Oh53,100.0047,790.00PekerjaPekerja1.650Oh53,100.00087,615.000Mandor0.045Oh75,800.003,411.00Tukang BatuTukang Batu0.275Oh84,200.00023,155.000Jumlah51,201.00Kepala TukangKepala Tukang0.028Oh107,200.0003,001.600Dibulatkan51,200.00MandorMandor0.083Oh75,800.0006,291.4002.1.3.0.0Pondasi MenerusJumlah771,555.714SNI 2835:2008-6.11 M3 Galian Tanah Biasa Sedalam 1 mDibulatkan771,500.000Pekerja0.750Oh53,100.0039,825.00SNI 7394:2008-6.71 M3 Beton mutu f'c = 19,3 Mpa (K-225), slump (12 2) cm, w/c = 0,58Mandor0.025Oh75,800.001,895.00Pasir BetonPasir Beton698.000Kg94.64366,060.7140.775Jumlah41,720.00Kerikil (Maximum 30 mm)Kerikil (Maximum 30 mm)1,047.000Kg94.64399,091.071Dibulatkan41,700.00Semen PortlandSemen Portland371.000Kg1,316.000488,236.0002.2.0.0.0Urugan Pasir di Bawah PondasiAirAir215.000Liter100.00021,500.0002.2.1.0.0Urugan Pasir Pondasi Tapak (120 x 120)PekerjaPekerja1.650Oh53,100.00087,615.000SNI 2835:2008-6.111 M3 Urungan Pasir di Bawah PondasiTukang BatuTukang Batu0.275Oh84,200.00023,155.000Pasir Urug1.200M3127,300.00152,760.00Kepala TukangKepala Tukang0.028Oh107,200.0003,001.600Pekerja0.300Oh53,100.0015,930.00MandorMandor0.083Oh75,800.0006,291.400Mandor0.010Oh75,800.00758.00Jumlah794,950.7860.310Jumlah169,448.00Dibulatkan794,900.000Dibulatkan169,400.00SNI 7394:2008-6.81 M3 Beton mutu f'c = 21,7 Mpa (K-250), slump (12 2) cm, w/c = 0,562.2.2.0.0Urugan Pasir Pondasi Tapak (100 x 100)SNI 2835:2008-6.111 M3 Urungan Pasir di Bawah PondasiPasir Urug1.200M3127,300.00152,760.00Pekerja0.300Oh53,100.0015,930.00Mandor0.010Oh75,800.00758.00Jumlah169,448.00Dibulatkan169,400.002.2.3.0.0Urugan Pasir Pondasi MenerusPasir BetonPasir Beton692.000Kg94.64365,492.857SNI 2835:2008-6.111 M3 Urungan Pasir di Bawah PondasiKerikil (Maximum 30 mm)Kerikil (Maximum 30 mm)1,039.000Kg94.64398,333.929Pasir Urug1.200M3127,300.00152,760.00Semen PortlandSemen Portland384.000Kg1,316.000505,344.000Pekerja0.300Oh53,100.0015,930.00AirAir215.000Liter100.00021,500.000Mandor0.010Oh75,800.00758.00PekerjaPekerja1.650Oh53,100.00087,615.000Jumlah169,448.00Tukang BatuTukang Batu0.275Oh84,200.00023,155.000Dibulatkan169,400.00Kepala TukangKepala Tukang0.028Oh107,200.0003,001.6002.3.0.0.0Urugan Tanah KembaliMandorMandor0.083Oh75,800.0006,291.4002.3.1.0.0Urugan Kembali Pondasi Tapak (120x120)Jumlah810,733.786SNI 2835:2008 6.10.a1 M3 Urugan TanahUrugan Kembali Pondasi Tapak (120x120)Dibulatkan810,700.000Tanah Urug1.200M360,400.0072,480.00SNI 7394:2008-6.91 M3 Beton mutu f'c = 24,0 Mpa (K-275), slump (12 2) cm, w/c = 0,53Pekerja0.500Oh53,100.0026,550.00Pasir BetonPasir Beton684.000Kg94.64364,735.714Mandor0.050Oh75,800.003,790.00Kerikil (Maximum 30 mm)Kerikil (Maximum 30 mm)1,026.000Kg94.64397,103.5710.550Jumlah102,820.00Semen PortlandSemen Portland406.000Kg1,316.000534,296.000Dibulatkan102,800.00AirAir215.000Liter100.00021,500.0002.3.2.0.0Urugan Kembali Pondasi Tapak (100x100)SNI 2835:2008 6.10.a1 M3 Urugan TanahUrugan Kembali Pondasi Tapak (100x100)Tanah Urug1.200M360,400.0072,480.00Pekerja0.500Oh53,100.0026,550.00Mandor0.050Oh75,800.003,790.000.550Jumlah102,820.00Dibulatkan102,800.002.3.3.0.0Urugan Kembali Pondasi MenerusPekerjaPekerja1.650Oh53,100.00087,615.000SNI 2835:2008 6.10.a1 M3 Urugan TanahUrugan Kembali Pondasi MenerusTukang BatuTukang Batu0.275Oh84,200.00023,155.000Tanah Urug1.200M360,400.0072,480.00Kepala TukangKepala Tukang0.028Oh107,200.0003,001.600Pekerja0.500Oh53,100.0026,550.00MandorMandor0.083Oh75,800.0006,291.400Mandor0.050Oh75,800.003,790.00Jumlah837,698.2860.550Jumlah102,820.00Dibulatkan837,600.000Dibulatkan102,800.00SNI 7394:2008-6.101 M3 Beton mutu f'c = 26,4 Mpa (K-300), slump (12 2) cm, w/c = 0,522.4.0.0.0Urugan Pasir LantaiPasir BetonPasir Beton681.000Kg94.64364,451.786SNI 2835:2008-6.111 M3 Urungan Pasir di Bawah PondasiKerikil (Maximum 30 mm)Kerikil (Maximum 30 mm)1,021.000Kg94.64396,630.357Pasir Urug1.200M360,400.0072,480.00Semen PortlandSemen Portland413.000Kg1,316.000543,508.000Pekerja0.300Oh53,100.0015,930.00AirAir215.000Liter100.00021,500.000Mandor0.010Oh75,800.00758.00PekerjaPekerja1.650Oh53,100.00087,615.0000.310Jumlah89,168.00Tukang BatuTukang Batu0.275Oh84,200.00023,155.000Dibulatkan89,100.00Kepala TukangKepala Tukang0.028Oh107,200.0003,001.6002.5.0.0.0Urugan Tanah di Bawah LantaiMandorMandor0.083Oh75,800.0006,291.400SNI 2835:2008 6.10.a1 M3 Urugan TanahJumlah846,153.143Tanah Urug1.200M360,400.0072,480.00Dibulatkan846,100.000Pekerja0.500Oh53,100.0026,550.00SNI 7394:2008-6.111 M3 Beton mutu f'c = 28,8 Mpa (K-325), slump (12 2) cm, w/c = 0,49Mandor0.050Oh75,800.003,790.00Pasir BetonPasir Beton670.000Kg94.64363,410.7140.550Jumlah102,820.00Kerikil (Maximum 30 mm)Kerikil (Maximum 30 mm)1,006.000Kg94.64395,210.714Dibulatkan102,800.00Semen PortlandSemen Portland439.000Kg1,316.000577,724.0003.0.0.0.0KONSTRUKSI LANTAI IAirAir215.000Liter100.00021,500.0003.1.0.0.0Pekerjaan StrukturPekerjaPekerja2.100Oh53,100.000111,510.0003.1.1.0.0Pondasi TapakTukang BatuTukang Batu0.350Oh84,200.00029,470.0003.1.1.1.0Anstamping Pondasi Tapak tipe 1 (120x120)Kepala TukangKepala Tukang0.035Oh107,200.0003,752.000SNI 2836:2008-6.91 M3 Pasang Pondasi Batu Kosong (Aanstamping)MandorMandor0.105Oh75,800.0007,959.000Batu Kali 15 cm / 20 cm1.200M3165,000.00198,000.00Jumlah910,536.429Pasir Pasang0.432M3130,000.0056,160.00Dibulatkan910,500.000Pekerja0.780Oh53,100.0041,418.00SNI 7394:2008-6.121 M3 Beton mutu f'c = 31,2 Mpa (K-350), slump (12 2) cm, w/c = 0,48Tukang Batu0.390Oh84,200.0032,838.00Pasir BetonPasir Beton667.000Kg94.64363,126.786Kepala Tukang0.039Oh107,200.004,180.80Kerikil (Maximum 30 mm)Kerikil (Maximum 30 mm)1,000.000Kg94.64394,642.857Mandor0.039Oh75,800.002,956.20Semen PortlandSemen Portland448.000Kg1,316.000589,568.0001.248Jumlah335,553.00AirAir215.000Liter100.00021,500.000Dibulatkan335,500.00PekerjaPekerja2.100Oh53,100.000111,510.0003.1.1.2.0Pondasi Tapak P1 (120x120)Tukang BatuTukang Batu0.350Oh84,200.00029,470.0003.1.1.2.1BetonKepala TukangKepala Tukang0.035Oh107,200.0003,752.000SNI 7394:2008-6.81 M3 Beton mutu f'c = 21,7 Mpa (K-250), slump (12 2) cm, w/c = 0,56MandorMandor0.105Oh75,800.0007,959.000Pasir Beton692.000Kg94.6465,492.86Jumlah921,528.643Kerikil (Maximum 30 mm)1,039.000Kg94.6498,333.93Dibulatkan921,500.000Semen Portland384.000Kg1,316.00505,344.00SNI 7394:2008-6.17.a1 Kg Pembesian dengan Besi PolosAir215.000Liter100.0021,500.00Besi Beton PolosBesi Beton Polos1.050Kg15,200.00015,960.000Pekerja1.650Oh53,100.0087,615.00Kawat BetonKawat Beton0.015Kg22,400.000336.000Tukang Batu0.275Oh84,200.0023,155.00Pekerja0.007Oh53,100.000371.700Kepala Tukang0.028Oh107,200.003,001.60Tukang Batu/pipaTukang Batu/pipa0.007Oh84,200.000589.400Mandor0.083Oh75,800.006,291.40Kepala TukangKepala Tukang0.001Oh107,200.00075.0402.036Jumlah810,733.79MandorMandor0.000Oh75,800.00030.320Dibulatkan810,700.00Jumlah17,362.4603.1.1.2.2Pembesian / TulanganDibulatkan17,300.000SNI 7394:2008-6.17.a1 Kg Pembesian dengan Besi PolosSNI 7394:2008-6.17.b1 Kg Pembesian dengan Besi UlirBesi Beton Polos1.050Kg15,200.0015,960.00Besi Beton UlirBesi Beton Ulir1.050Kg28,400.00029,820.000Kawat Beton0.015Kg22,400.00336.00Kawat BetonKawat Beton0.015Kg22,400.000336.000Pekerja0.007Oh53,100.00371.70PekerjaPekerja0.007Oh53,100.000371.700Tukang Batu/pipa0.007Oh84,200.00589.40Tukang Batu/pipaTukang Batu/pipa0.007Oh84,200.000589.400Kepala Tukang0.001Oh107,200.0075.04Kepala TukangKepala Tukang0.001Oh107,200.00075.040Mandor0.000Oh75,800.0030.32MandorMandor0.000Oh75,800.00030.3200.015Jumlah17,362.46Jumlah31,222.460Dibulatkan17,300.00Dibulatkan31,200.0003.1.1.2.3BekistingSNI 7394:2008-6.181 Kg Pasang Kabel Presstressed Polos/StrandsSNI 7394:2008-6.201 M2 Pasang Bekisting untuk PondasiBesi Beton (Polos/Ulir)Besi Beton (Polos/Ulir)1.050Kg28,400.00029,820.000Kayu KLs III0.040M33,792,500.00151,700.00Kawat BetonKawat Beton0.015Kg22,400.000336.000Paku 2" - 5"0.300Kg17,300.005,190.00PekerjaPekerja0.007Oh53,100.000371.700Minyak Bekisting0.100Liter8,000.00800.00Tukang Batu/pipaTukang Batu/pipa0.007Oh84,200.000589.400Pekerja0.520Oh53,100.0027,612.00Kepala TukangKepala Tukang0.001Oh107,200.00075.040Tukang0.260Oh84,200.0021,892.00MandorMandor0.000Oh75,800.00022.740Kepala Tukang0.026Oh107,200.002,787.20Jumlah31,214.880Mandor0.026Oh75,800.001,970.80Dibulatkan31,200.0000.832Jumlah211,952.00SNI 7394:2008-6.201 M2 Pasang Bekisting untuk PondasiDibulatkan211,900.00Kayu KLs IIIKayu KLs III0.040M33,792,500.000151,700.0003.1.1.2.4PemeliharaanPaku KayuPaku 2" - 5"0.300Kg17,300.0005,190.000Analisa Beton 1 M2 Membongkar Cetakan dan Menyiram BetonMinyak BekistingMinyak Bekisting0.100Liter8,000.000800.000Pekerja0.320Oh53,100.0016,992.00PekerjaPekerja0.520Oh53,100.00027,612.000Jumlah16,992.00TukangTukang0.260Oh84,200.00021,892.0003.1.1.3.0Anstamping Pondasi Tapak tipe 2 (100x100)Kepala TukangKepala Tukang0.026Oh107,200.0002,787.200SNI 2836:2008-6.91 M3 Pasang Pondasi Batu Kosong (Aanstamping)MandorMandor0.026Oh75,800.0001,970.800Batu Kali 15 cm / 20 cm1.200M3165,000.00198,000.00Jumlah211,952.000Pasir Pasang0.432M3130,000.0056,160.00Dibulatkan211,900.000Pekerja0.780Oh53,100.0041,418.00SNI 7394:2008-6.211 M2 Pasang Bekisting untuk SloofTukang Batu0.390Oh84,200.0032,838.00Kayu KLs IIIKayu KLs III0.045M33,792,500.000170,662.500Kepala Tukang0.039Oh107,200.004,180.80Paku 2" - 5"Paku 2" - 5"0.300Kg17,300.0005,190.000Mandor0.039Oh75,800.002,956.20Minyak BekistingMinyak Bekisting0.100Liter8,000.000800.0001.248Jumlah6,920.00PekerjaPekerja0.520Oh53,100.00027,612.000Dibulatkan6,900.00TukangTukang0.260Oh84,200.00021,892.0003.1.1.4.0Pondasi Tapak P2Kepala TukangKepala Tukang0.026Oh107,200.0002,787.2003.1.1.4.1BetonMandorMandor0.026Oh75,800.0001,970.800SNI 7394:2008-6.81 M3 Beton mutu f'c = 21,7 Mpa (K-250), slump (12 2) cm, w/c = 0,56Jumlah230,914.500Pasir Beton692.000Kg94.6465,492.86Dibulatkan230,900.000Kerikil (Maximum 30 mm)1,039.000Kg94.6498,333.93SNI 7394:2008-6.221 M2 Pasang Bekisting untuk KolomSemen Portland384.000Kg1,316.00505,344.00Kayu KLs IIIKayu KLs III0.040M33,792,500.000151,700.000Air215.000Liter100.0021,500.00Paku 2" - 5"Paku 2" - 5"0.400Kg17,300.0006,920.000Pekerja1.650Oh53,100.0087,615.00Minyak BekistingMinyak Bekisting0.200Liter8,000.0001,600.000Tukang Batu0.275Oh84,200.0023,155.00Balok Kayu Kls IIBalok Kayu Kls II0.015M34,247,800.00063,717.000Kepala Tukang0.028Oh107,200.003,001.60Plywood 9 mmPlywood 9 mm0.350Lbr98,000.00034,300.000Mandor0.083Oh75,800.006,291.40Dolken Kayu galam (8-10) cmDolken Kayu galam (8-10) cm2.000Btg12,000.00024,000.0002.036Jumlah810,733.79PekerjaPekerja0.660Oh53,100.00035,046.000Dibulatkan810,700.00TukangTukang0.330Oh84,200.00027,786.0003.1.1.4.2Pembesian / TulanganKepala TukangKepala Tukang0.033Oh107,200.0003,537.600SNI 7394:2008-6.17.a1 Kg Pembesian dengan Besi PolosMandorMandor0.033Oh75,800.0002,501.400Besi Beton Polos1.050Kg15,200.0015,960.00Jumlah351,108.000Kawat Beton0.015Kg22,400.00336.00Dibulatkan351,100.000Pekerja0.007Oh53,100.00371.70SNI 7394:2008-6.231 M2 Pasang Bekisting untuk BalokTukang Batu/pipa0.007Oh84,200.00589.40Kayu KLs IIIKayu KLs III0.040M33,792,500.000151,700.000Kepala Tukang0.001Oh107,200.0075.04Paku 5 cm - 12 cmPaku 5 cm - 12 cm0.400Kg17,300.0006,920.000Mandor0.000Oh75,800.0030.32Minyak BekistingMinyak Bekisting0.200Liter8,000.0001,600.0000.015Jumlah17,362.46Balok Kayu Kls IIBalok Kayu Kls II0.018M34,247,800.00076,460.400Dibulatkan17,300.00Plywood 9 mmPlywood 9 mm0.350Lbr98,000.00034,300.0003.1.1.4.3BekistingDolken Kayu galam (8-10) cmDolken Kayu galam (8-10) cm2.000Batang12,000.00024,000.000SNI 7394:2008-6.201 M2 Pasang Bekisting untuk PondasiPekerjaPekerja0.660Oh53,100.00035,046.000Kayu KLs III0.040M33,792,500.00151,700.00TukangTukang0.330Oh84,200.00027,786.000Paku 2" - 5"0.300Kg17,300.005,190.00Kepala TukangKepala Tukang0.033Oh107,200.0003,537.600Minyak Bekisting0.100Liter8,000.00800.00MandorMandor0.033Oh75,800.0002,501.400Pekerja0.520Oh53,100.0027,612.00Jumlah363,851.400Tukang0.260Oh84,200.0021,892.00Dibulatkan363,800.000Kepala Tukang0.026Oh107,200.002,787.20SNI 7394:2008-6.241 M2 Pasang Bekisting untuk LantaiMandor0.026Oh75,800.001,970.80Kayu KLs IIIKayu KLs III0.040M33,792,500.000151,700.0000.832Jumlah60,252.00Paku 5 cm - 12 cmPaku 5 cm - 12 cm0.400Kg17,300.0006,920.000Dibulatkan60,200.00Minyak BekistingMinyak Bekisting0.200Liter8,000.0001,600.0003.1.1.4.4PemeliharaanBalok Kayu Kls IIBalok Kayu Kls II0.015M34,247,800.00063,717.000Analisa Beton 1 M2 Membongkar Cetakan dan Menyiram BetonPlywood 9 mmPlywood 9 mm0.350Lbr98,000.00034,300.000Pekerja0.320Oh53,100.0016,992.00Dolken Kayu galam (8-10) cmDolken Kayu galam (8-10) cm6.000Batang12,000.00072,000.000Jumlah16,992.00PekerjaPekerja0.660Oh53,100.00035,046.0003.1.2.0.0Pekerjaan pasangan pondasi batu gunung TukangTukang0.330Oh84,200.00027,786.0003.1.2.1.0Pemasangan AanstampingKepala TukangKepala Tukang0.033Oh107,200.0003,537.600SNI 2836:2008-6.91 M3 Pasang Pondasi Batu Kosong (Aanstamping)MandorMandor0.033Oh75,800.0002,501.400Batu Kali 15 cm / 20 cm1.200M3165,000.00198,000.00Jumlah399,108.000Pasir Pasang0.432M3130,000.0056,160.00Dibulatkan399,100.000Pekerja0.780Oh53,100.0041,418.00SNI 7394:2008-6.251 M2 Pasang Bekisting untuk DindingTukang Batu0.390Oh84,200.0032,838.00Kayu KLs IIIKayu KLs III0.030M33,792,500.000113,775.000Kepala Tukang0.039Oh107,200.004,180.80Paku 5 cm - 12 cmPaku 5 cm - 12 cm0.400Kg17,300.0006,920.000Mandor0.039Oh75,800.002,956.20Minyak BekistingMinyak Bekisting0.200Liter8,000.0001,600.0001.248Jumlah335,553.00Balok Kayu Kls IIBalok Kayu Kls II0.020M34,247,800.00084,956.000Dibulatkan335,500.00Plywood 9 mmPlywood 9 mm0.350Lbr98,000.00034,300.0003.1.2.2.0Pemasangan Batu GunungDolken Kayu galam (8-10) cmDolken Kayu galam (8-10) cm6.000Batang12,000.00072,000.000SNI 2836:2008-6.11 M3 Pasang Pondasi Batu Kali 1 Pc : 3 PpPekerjaPekerja0.660Oh53,100.00035,046.000Batu Kali (15 cm / 20 cm)1.200M3165,000.00198,000.00TukangTukang0.330Oh84,200.00027,786.000Semen Portland202.000Kg1,316.00265,832.00Kepala TukangKepala Tukang0.033Oh107,200.0003,537.600Pasir Pasang0.480M3130,000.0062,400.00MandorMandor0.033Oh75,800.0002,501.400Pekerja1.500Oh53,100.0079,650.00Jumlah382,422.000Tukang Batu0.750Oh84,200.0063,150.00Dibulatkan382,400.000Kepala Tukang0.075Oh107,200.008,040.00SNI 7394:2008-6.261 M2 Pasang Bekisting untuk TanggaMandor0.075Oh75,800.005,685.00Kayu KLs IIIKayu KLs III0.030M33,792,500.000113,775.0002.400Jumlah682,757.00Paku 5 cm - 12 cmPaku 5 cm - 12 cm0.400Kg17,300.0006,920.000Dibulatkan682,700.00Minyak BekistingMinyak Bekisting0.150Liter8,000.0001,200.0003.1.3.0.0Sloof Balok Kayu Kls IIBalok Kayu Kls II0.015M34,247,800.00063,717.0003.1.3.1.0Sloof 20/30Plywood 9 mmPlywood 9 mm0.350Lbr98,000.00034,300.0003.1.3.1.1BetonDolken Kayu galam (8-10) cmDolken Kayu galam (8-10) cm2.000Batang12,000.00024,000.000SNI 7394:2008-6.81 M3 Beton mutu f'c = 21,7 Mpa (K-250), slump (12 2) cm, w/c = 0,56PekerjaPekerja0.660Oh53,100.00035,046.000Pasir Beton692.000Kg94.6465,492.86TukangTukang0.330Oh84,200.00027,786.000Kerikil (Maximum 30 mm)1,039.000Kg94.6498,333.93Kepala TukangKepala Tukang0.033Oh107,200.0003,537.600Semen Portland384.000Kg1,316.00505,344.00MandorMandor0.033Oh75,800.0002,501.400Air215.000Liter100.0021,500.00Jumlah312,783.000Pekerja1.650Oh53,100.0087,615.00Dibulatkan312,700.000Tukang Batu0.275Oh84,200.0023,155.00SNI 7394:2008-6.271 M2 Pasang Jembatan untuk Pengecoran BetonKepala Tukang0.028Oh107,200.003,001.60Kayu KLs IIIKayu KLs III0.026M33,792,500.000100,122.000Mandor0.083Oh75,800.006,291.40Paku 5 cm - 12 cmPaku 5 cm - 12 cm0.600Kg17,300.00010,380.0002.036Jumlah810,733.79Dolken Kayu galam (8-10) cmDolken Kayu galam (8-10) cm0.500Batang12,000.0006,000.000Dibulatkan810,700.00PekerjaPekerja0.150Oh53,100.0007,965.0003.1.3.1.2Pembesian / TulanganTukangTukang0.050Oh84,200.0004,210.000SNI 7394:2008-6.17.a1 Kg Pembesian dengan Besi PolosKepala TukangKepala Tukang0.005Oh107,200.000536.000Besi Beton Polos1.050Kg15,200.0015,960.00MandorMandor0.008Oh75,800.000606.400Kawat Beton0.015Kg22,400.00336.00Jumlah129,819.400Pekerja0.007Oh53,100.00371.70Dibulatkan129,800.000Tukang Batu/pipa0.007Oh84,200.00589.40SNI 7394:2008-6.281 M3 Pondasi Beton Bertulang (150 kg besi + bekisting)Kepala Tukang0.001Oh107,200.0075.04Kayu KLs IIIKayu KLs III0.200M33,792,500.000758,500.000Mandor0.000Oh75,800.0030.32Paku 5 cm - 12 cmPaku 5 cm - 12 cm1.500Kg17,300.00025,950.0000.015Jumlah17,362.46Minyak BekistingMinyak Bekisting0.400Liter8,000.0003,200.000Dibulatkan17,300.00Besi Beton PolosBesi Beton Polos157.500Kg15,200.0002,394,000.0003.1.3.1.3BekistingKawat BetonKawat Beton2.250Kg22,400.00050,400.000SNI 7394:2008-6.211 M2 Pasang Bekisting untuk SloofPasir BetonPasir Beton0.540Kg132,500.00071,550.000Kayu KLs III0.045M33,792,500.00170,662.50Kerikil BetonKerikil Beton0.810Kg132,500.000107,325.000Paku 2" - 5"0.300Kg17,300.005,190.00Semen PortlandSemen Portland336.000Kg1,316.000442,176.000Minyak Bekisting0.100Liter8,000.00800.00PekerjaPekerja5.300Oh53,100.000281,430.000Pekerja0.520Oh53,100.0027,612.00TukangTukang2.625Oh84,200.000221,025.000Tukang0.260Oh84,200.0021,892.00Kepala TukangKepala Tukang0.262Oh107,200.00028,086.400Kepala Tukang0.026Oh107,200.002,787.20MandorMandor0.265Oh75,800.00020,087.000Mandor0.026Oh75,800.001,970.80Jumlah4,403,729.4000.832Jumlah230,914.50Dibulatkan4,403,700.000Dibulatkan230,900.00SNI 7394:2008-6.291 M3 Sloof Beton Bertulang (200 kg besi + bekisting)3.1.3.1.4PemeliharaanKayu KLs IIIKayu KLs III0.270M33,792,500.0001,023,975.000Analisa Beton 1 M2 Membongkar Cetakan dan Menyiram BetonPaku 5 cm - 12 cmPaku 5 cm - 12 cm2.000Kg17,300.00034,600.000Pekerja0.320Oh53,100.0016,992.00Minyak BekistingMinyak Bekisting0.600Liter8,000.0004,800.000Jumlah16,992.00Besi Beton PolosBesi Beton Polos210.000Kg15,200.0003,192,000.0003.1.4.0.0KolomKawat BetonKawat Beton3.000Kg22,400.00067,200.0003.1.4.1.0Kolom tipe K1Pasir BetonPasir Beton0.540Kg132,500.00071,550.0003.1.4.1.1BetonKerikil BetonKerikil Beton0.810Kg132,500.000107,325.000SNI 7394:2008-6.81 M3 Beton mutu f'c = 21,7 Mpa (K-250), slump (12 2) cm, w/c = 0,56Semen PortlandSemen Portland336.000Kg1,316.000442,176.000Pasir Beton692.000Kg94.6465,492.86PekerjaPekerja5.650Oh53,100.000300,015.000Kerikil (Maximum 30 mm)1,039.000Kg94.6498,333.93TukangTukang3.235Oh84,200.000272,387.000Semen Portland384.000Kg1,316.00505,344.00Kepala TukangKepala Tukang0.323Oh107,200.00034,625.600Air215.000Liter100.0021,500.00MandorMandor0.283Oh75,800.00021,451.400Pekerja1.650Oh53,100.0087,615.00Jumlah5,572,105.000Tukang Batu0.275Oh84,200.0023,155.00Dibulatkan5,572,100.000Kepala Tukang0.028Oh107,200.003,001.60SNI 7394:2008-6.301 M3 Kolom Beton Bertulang (300 kg besi + bekisting)Mandor0.083Oh75,800.006,291.40Kayu KLs IIIKayu KLs III0.400M33,792,500.0001,517,000.0002.036Jumlah810,733.79Paku 5 cm - 12 cmPaku 5 cm - 12 cm4.000Kg17,300.00069,200.0003.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras (20/20)3.1.4.3.0Kolom Teras 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