NAMA PROYEK : PEMBANGUNAN GEDUNG YAYASAN UMAR HAMKA PEMILIK : YAYASAN UMAR HAMKA
LOKASI : DESATALANG KELAPA KECAMATAN MUARA ENIM
UPAH BAHAN UPAH BAHAN TOTAL
1 2 3 4 5 6 7 8 9
I PEKERJAAN PERSIAPAN
I.1 Pengukuran dan pemasangan bouwplank M2 37,44 23.250,00 35.490,00 870.480,00 1.328.745,60 2.199.225,60
I.2 Pembuatan steiger dari bambu M' 124,80 11.000,00 30.100,00 1.372.800,00 3.756.480,00 5.129.280,00
I.3 Membongkar Bangunan (Mushola, WC, Tembok ) UNIT 1,00 4.200.000,00 - 4.200.000,00 - 4.200.000,00
SUB JUMLAH I 6.443.280,00 5.085.225,60 11.528.505,60
II PEKERJAAN PONDASI
II.1 Galian Tanah M3 33,90 42.000,00 - 1.423.957,50 - 1.423.957,50
II.2 Urugan Pasir M3 9,28 28.500,00 96.000,00 264.480,00 890.880,00 1.155.360,00
Membuat Pondasi Setempat
Pembesian KG 761,25 1.620,00 9.705,00 1.233.225,00 7.387.931,25 8.621.156,25
Bekisting M2 34,80 62.850,00 89.850,00 2.187.180,00 3.126.780,00 5.313.960,00
Beton AD. 1:2:3 M3 7,25 194.250,00 631.350,00 1.408.312,50 4.577.287,50 5.985.600,00
II.3 Pasangan Batu AD 1:5 M3 3,12 227.250,00 464.800,00 708.679,13 1.449.478,80 2.158.157,93
II.4 Urugan kembali bekas galian M3 14,26 28.500,00 90.000,00 406.274,63 1.282.972,50 1.689.247,13
SUB JUMLAH II 7.632.108,75 18.715.330,05 26.347.438,80
III PEKERJAAN BETON/PEMBESIAN III.1 SLOOF (S1 & S2)
III.1.1 Pembesian Kg 895,62 1.620,00 9.705,00 1.450.904,40 8.691.992,10 10.142.896,50
III.1.2 Bekisting M2 12,21 62.850,00 89.850,00 767.587,05 1.097.338,05 1.864.925,10
III.1.3 Beton AD. 1:2:3 M3 8,14 194.250,00 631.350,00 1.581.583,50 5.140.451,70 6.722.035,20
III.2 KOLOM (K1)
III.2.1 Pembesian Kg 2.046,33 1.620,00 9.705,00 3.315.054,60 19.859.632,65 23.174.687,25
III.2.2 Bekisting M2 186,03 72.450,00 185.050,00 13.477.873,50 34.424.851,50 47.902.725,00
III.2.3 Beton AD. 1:2:3 M3 18,60 194.250,00 631.350,00 3.613.632,75 11.745.004,05 15.358.636,80
III.3 KOLOM (K2)
III.3.1 Pembesian Kg 67,57 1.620,00 9.705,00 109.459,35 655.742,59 765.201,94
III.3.2 Bekisting M2 16,38 72.450,00 185.050,00 1.186.731,00 3.031.119,00 4.217.850,00
III.3.3 Beton AD. 1:2:3 M3 0,61 194.250,00 631.350,00 119.318,06 387.806,74 507.124,80
III.4 KOLOM (K3)
III.4.1 Pembesian Kg 123,20 1.620,00 9.705,00 199.584,00 1.195.656,00 1.395.240,00
III.4.2 Bekisting M2 22,40 72.450,00 185.050,00 1.622.880,00 4.145.120,00 5.768.000,00
III.4.3 Beton AD. 1:2:3 M3 1,12 194.250,00 631.350,00 217.560,00 707.112,00 924.672,00
III.5 BALOK (B1)
III.5.1 Pembesian Kg 2.240,70 1.620,00 9.705,00 3.629.934,00 21.745.993,50 25.375.927,50
III.5.2 Bekisting M2 221,16 74.250,00 190.600,00 16.421.130,00 42.153.096,00 58.574.226,00
III.5.3 Beton AD. 1:2:3 M3 20,37 194.250,00 631.350,00 3.956.872,50 12.860.599,50 16.817.472,00
III.6 BALOK (B2)
III.6.1 Pembesian Kg 580,14 1.620,00 9.705,00 939.826,80 5.630.258,70 6.570.085,50
III.6.2 Bekisting M2 70,32 74.250,00 190.600,00 5.221.260,00 13.402.992,00 18.624.252,00
III.6.3 Beton AD. 1:2:3 M3 5,27 194.250,00 631.350,00 1.024.474,50 3.329.739,90 4.354.214,40
III.8 PLAT BETON/CANOPY
III.8.1 Pembesian Kg 2.417,80 1.620,00 9.705,00 3.916.836,00 23.464.749,00 27.381.585,00
III.8.2 Bekisting M2 202,20 74.250,00 255.450,00 15.013.350,00 51.651.990,00 66.665.340,00
III.8.3 Beton AD. 1:2:3 M3 21,98 194.250,00 631.350,00 4.269.615,00 13.877.073,00 18.146.688,00
III.9 TANGGA
III.9.1 Pembesian Kg 181,50 1.620,00 9.705,00 294.030,00 1.761.457,50 2.055.487,50
III.9.2 Bekisting M2 12,10 74.250,00 165.800,00 898.425,00 2.006.180,00 2.904.605,00
III.9.3 Beton AD. 1:2:3 M3 1,65 194.250,00 631.350,00 320.512,50 1.041.727,50 1.362.240,00
RENCANA ANGGARAN BIAYA
NO ITEM PEKERJAAN SAT VOL HARGA SATUAN JUMLAH HARGA
SUB JUMLAH III 85,00 83.568.434,51 284.007.682,98 367.576.117,49 IV PEKERJAAN PASANGAN DINDING BATA
IV.1 Pasangan Dinding Bata AD. 1:5 M2 502,81 44.550,00 60.500,00 22.400.185,50 30.420.005,00 52.820.190,50
IV.2 Plesteran Dinding Bata AD. 1:5 M2 1.005,62 39.750,00 9.240,00 39.973.395,00 9.291.928,80 49.265.323,80
IV.3 Pasang Roster / Bata terawang M2 23,16 40.500,00 380.610,00 937.980,00 8.814.927,60 9.752.907,60
SUB JUMLAH IV 63.311.560,50 48.526.861,40 111.838.421,90
V PEKERJAAN KUSEN PINTU DAN JENDELA
V.1 P1 UNIT 1,00 184.767,94 2.639.542,00 184.767,94 2.639.542,00 2.824.309,94
V.2 P2 UNIT 8,00 907.819,20 1.696.404,00 7.262.553,60 13.571.232,00 20.833.785,60
V.3 P3 UNIT 3,00 950.000,00 190.000,00 2.850.000,00 570.000,00 3.420.000,00
V.5 J1 UNIT 12,00 36.528,03 521.829,00 438.336,36 6.261.948,00 6.700.284,36
V.6 J2 UNIT 11,00 40.728,03 581.829,00 448.008,33 6.400.119,00 6.848.127,33
V.7 B1 UNIT 18,00 15.750,00 225.000,00 283.500,00 4.050.000,00 4.333.500,00
SUB JUMLAH IV 11.467.166,23 33.492.841,00 44.960.007,23
VI PEKERJAAN KUDA-KUDA/ATAP
VI.1 Pasang Rangka Atap Baja Ringan M2 358,20 27.060,00 105.000,00 9.692.892,00 37.611.000,00 47.303.892,00
VI.2 Pasang Genteng Press Beton M2 358,20 33.000,00 110.510,00 11.820.600,00 39.584.682,00 51.405.282,00
VI.3 Pasang Nok Genteng M' 26,00 66.000,00 71.110,00 1.716.000,00 1.848.860,00 3.564.860,00
VI.5 Pasangan langit-langit rangka Plafond holo 2/4 (GRC) M2 272,00 93.117,00 51.009,56 25.327.824,00 13.874.599,11 39.202.423,11
VI.6 Pasangan list keliling gypsum M' 195,50 36.750,00 6.850,00 7.184.625,00 1.339.175,00 8.523.800,00
SUB JUMLAH VI 55.741.941,00 94.258.316,11 150.000.257,11
VII PEKERJAAN LANTAI
VII.1 Urugan tanah (t = 40 cm) M3 59,20 28.500,00 90.000,00 1.687.200,00 5.328.000,00 7.015.200,00
VII.2 Urugan Pasir (t = 5 cm) M3 7,40 28.500,00 96.000,00 210.900,00 710.400,00 921.300,00
VII.3 Beton tumbuk lantai AD. 1:3:6 M3 6,25 194.250,00 628.850,00 1.214.062,50 3.930.312,50 5.144.375,00
VII.4 Pasangan lantai Keramik 40 x 40 cm M2 296,00 43.950,00 81.760,00 13.009.200,00 24.200.960,00 37.210.160,00
SUB JUMLAH VII 16.121.362,50 34.169.672,50 50.291.035,00
VIII PEKERJAAN KAMAR MANDI
VIII.1 Pasangan closet duduk INA BH 3,00 449.300,00 149.300,00 1.347.900,00 447.900,00 1.795.800,00
VIII.2 Pasangan keramik lantai KM 20x20 cm M2 17,00 107.550,00 82.956,00 1.828.350,00 1.410.252,00 3.238.602,00
VIII.3 Pasangan keramik Dinding KM 20x25 cm M2 30,00 119.250,00 101.860,00 3.577.500,00 3.055.800,00 6.633.300,00
VIII.4 Instalasi air bersih LS 1,00 - 1.200.000,00 - 1.200.000,00 1.200.000,00 VIII.5 Instalasi air kotor LS 1,00 - 1.600.000,00 - 1.600.000,00 1.600.000,00
VIII.6 Pasangan kran air Dia. 1/2" BH 6,00 18.150,00 55.125,00 108.900,00 330.750,00 439.650,00
VIII.7 Pembuatan septictank dan rembesan LS 1,00 - 1.018.854,52 - 1.018.854,52 1.018.854,52 VIII.8 Pengadaan pompa air listrik LS 1,00 - 500.000,00 - 500.000,00 500.000,00 VIII.9 Pengadaan reservoir/tandon air BH 1,00 - 650.000,00 - 650.000,00 650.000,00
SUB JUMLAH VIII 6.862.650,00 10.213.556,52 17.076.206,52
IX PEKERJAAN MENGECAT
IX.1 Pengecatan tembok dan langit-langit M2 1.005,62 10.680,00 8.500,00 10.740.021,60 8.547.770,00 19.287.791,60
SUB JUMLAH IX 10.740.021,60 8.547.770,00 19.287.791,60
XI PEKERJAAN LISTRIK
X.1 Pemasangan listrik baru 1300 Watt LS 1,00 - 2.000.000,00 - 2.000.000,00 2.000.000,00
X.2 Pemasangan titik saklar LS 2,00 30.000,00 151.060,00 60.000,00 302.120,00 362.120,00
X.2 Pemasangan titik saklar ganda LS 10,00 30.000,00 151.060,00 300.000,00 1.510.600,00 1.810.600,00
X.3 Pemasangan titik stop kontak LS 8,00 30.000,00 152.360,00 240.000,00 1.218.880,00 1.458.880,00
X.4 Pemasangan lampu downlight (lengkap) LS 66,00 30.000,00 249.951,00 1.980.000,00 16.496.766,00 18.476.766,00
SUB JUMLAH X 2.580.000,00 21.528.366,00 24.108.366,00
XII PEKERJAAN LAIN
XII.1 Pemasangan Pagar besi m2 21,00 - 450.000,00 - 9.450.000,00 XII.2 Pembersan Pekerjaan LS 1,00 800.000,00 - 800.000,00 -
SUB JUMLAH X 800.000,00 9.450.000,00
JUMLAH TOTAL BIAYA KONTRUKSI 265.268.525,09 567.995.622,16 823.014.147,25 823.014.147,25 JUMLAH TOTAL
