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Rencana anggaran dan biaya pekerjaan rehabilitasi sedang dan berat bangunan kantor
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REKAPITULASI
ENGINEER ESTIMATE
Nama proyek : Desain/Perencanaan Rehabilitasi Sedang/Berat Gedung Kantor (lanjutan) Lokasi : Kabupaten KolakaTahun : 2013Instansi : Badan Perencanaan Pembangunan Daerah & Penanaman Modal Kab. Kolaka
URAIAN PEKERJAAN
SUB TOTALA. PEKERJAAN PENDAHULUAN/PERSIAPAN Rp
28,140,968.61B. PEKERJAAN PASIR Rp 883,551.86C. BANGUNAN DEPAN (GEDUNG A) Rp 84,055,315.10D. BANGUNAN TENGAH (GEDUNG B) Rp 406,958,789.10E. BANGUNAN BELAKANG (GEDUNG C) Rp 159,239,237.14REAL COST (A) Rp 679,277,861.82
Pajak/ PPN (10 %) X A Rp 67,927,786.18JUMLAH
TOTALRp 747,205,648.00DIBULATKA
NRp 747,205,000.00
Terbilang :TUJUH RATUS EMPAT PULUH TUJUH JUTA DUA RATUS LIMA RIBU RUPIAH
Kolaka, Maret 2013
DIHITUNG OLEH :
M A R T O N O , A. M d
CV. NIKKOU ENGINEERING DESIGN CONSULTANT
BAS R IY UDD I N
Direktur
RINCIAN ANGGARAN BIAYA (RAB)
Nama proyek : Desain/Perencanaan Rehabilitasi Sedang/Berat Gedung Kantor (lanjutan)Lokasi : Kabupaten KolakaTahun : 2013Instansi : Badan Perencanaan Pembangunan Daerah & Penanaman Modal Kab. Kolaka
NO URAIAN PEKERJAAN
SAT
VOLUME HARGA SATUAN JUMLAH
a b c d e f
A. PEKERJAAN PENDAHULUAN/PERSIAPAN1 Pembersihan awal
M2 313.5477
Rp 9,250.00
Rp 2,900,316.232 Pembersihan saluran air hujan keseluruhan Ls 1.0000 Rp
250,000.00Rp 250,000.003 Pembuatan bedeng buruh, dan gudang alat dan bahan. Uk, 3 x 3 m2
M2 9.0000 Rp 929,877.80
Rp 8,368,900.204 Pembongkaran lantai beton (gambar 15) M3 0.4920 Rp
391,660.00Rp 192,696.725 Pembongkaran bidang tembok (gambar 15 & 28) M3 2.7726 Rp
369,160.00Rp 1,023,533.026 Mobilisasi alat dan tenaga Ls 1.0000 Rp
500,000.00Rp 500,000.007 Papan nama proyek Ls 1.0000 Rp
250,000.00Rp 250,000.008 PPPK Ls 1.0000 Rp
250,000.00Rp 250,000.009 Air kerja Ls 1.0000 Rp
500,000.00Rp 500,000.0010 Listrik kerja Ls 1.0000 Rp
500,000.00Rp 500,000.0011 Pengerokan Dinding-dinding yang rusak setinggi 70 cm (lihat renc.
Plesteran)M2 126.182
0Rp 8,475.00
Rp 1,069,392.4512 Pembongkaran lantai yang akan ditegel kembali M2 436.005
0Rp 26,000.00
Rp 11,336,130.0013 Administrasi, dokumentasi dan pelaporan Ls 1.0000 Rp
500,000.00Rp 500,000.0014 Pembersihan Akhir & perapihan seluruh KM/WC Ls 1.0000 Rp
500,000.00Rp 500,000.00Sub Total A Rp 28,140,968.61
B. PEKERJAAN PASIR1 Pek. Urugan pasir di bawah lantai rabat M3 9.7426 Rp
90,690.00Rp 883,551.86Sub Total B Rp 883,551.86
C. BANGUNAN DEPAN (GEDUNG A)1
2
3
4
6
7
PEKERJAAN SALURAN AIR HUJAN & RABAT BETONa. Pek. Saluran air hujan samping kiri bangunan M1 10.300
0Rp 207,093.53
Rp 2,133,063.36
b.Pek. Rabat beton 1 : 3 : 5 tebal 7 cm, di bawah lantai keramik lantai 2 (gambar6,8)
M3 1.5610 Rp 932,252.80
Rp 1,455,246.62
c. Pek. Rabat beton 1 : 3 : 5 tebal 7 cm, keliling bangunan M3 2.4249 Rp 932,252.80
Rp 2,260,591.85Rp 5,848,901.83PEKERJAAN PENUTUP LANTAI
a. Pas. Keramik warna, ex.Roman 40.40 cm, lantai 2 bangunan (gambar 5,6,8)
M2 46.1300
Rp 186,857.05
Rp 8,619,715.72
b.Pek. Gelagar kayu 6/12 & 8/12 lapis kalsiboard 20mm, lantai dua bangunan(gambar 6,8)
M2 22.3000
Rp 818,776.76
Rp 18,258,721.85
c. Pas. Keramik anti slip 20.20 cm, kamar mandi lantai 2 M2 6.5000 Rp 229,733.00
Rp 1,493,264.50Rp 28,371,702.06PEKERJAAN DINDING BATA MERAH & PLESTERAN
a.Pek. Dinding ½ bata spesi 1pc : 5psr panjang 6 m, tinggi 80 cm, lantai 2 (detail Rehab gambar 8)
M2 4.8000 Rp 86,966.48
Rp 417,439.10
b.Pek. Plesteran 15mm, 1pc : 5 psr panjang 6 m, tinggi 80 cm, lantai 2 (detailRehab gambar 8)
M2 9.6000 Rp 33,024.92
Rp 317,039.23
c.Pek. Plesteran dinding trasraam 1pc : 2 psr bagian belakang luar yang dikerok setinggi 70 cm (lihat renc. Plesteran)
M2 4.9000 Rp 40,175.12
Rp 196,858.09
d. Pek. Plesteran 1pc : 2psr bidang beton bangunan (gambar 18,23,24) M2 5.8200 Rp 36,654.08
Rp 213,326.75e. Pek. Plesteran 1pc : 2psr bidang kolom bangunan (gambar 20) M2 4.7000 Rp
36,654.08Rp 172,274.18Rp 1,316,937.35PEKERJAAN BETON BERTULANG
a. Pek. Balok uk. 15/20 panjang 6 m, lantai 2 (detail Rehab gambar 8) M3 0.1800 Rp 7,415,475.24
Rp 1,334,785.54b. Pek. Plat tempat duduk westafel kamar mandi M3 0.1430 Rp
5,160,570.96Rp 737,961.65Rp 2,072,747.19PEKERJAAN KUSEN ALUMUNIUM & PEMASANGAN KACA
a. Pek. Kusen alumunium 3” Bh 1.0000 Rp 2,640,750.45
Rp 2,640,750.45Rp 2,640,750.45PEKERJAAN DINDING PARTISI, RANGKA PLAFOND DAN PENUTUP PLAFOND
a. Pek. Dinding partisi Rangka Hollow Galvalum 6.6, fin. HPL M2 4.2532 Rp 384,380.23
Rp 1,634,845.99
b.Pek. Rangka plafond, Hollow Galvalum MB 2x4, 4x4 cm,(60x80)cm, seluruh lantai 2 bangunan
M2 149.5000
Rp 101,147.12
Rp 15,121,495.01
c.Pasangan plafond gypsumboard 2400x1200x9 mm, seluruh lantai 2 bangunan
M2 149.5000
Rp 34,789.50
Rp 5,201,030.25
d. Pemasangan list gypsum yang rusak (lihat gambar) M1 55.0000
Rp 31,079.00
Rp 1,709,345.00Rp 23,666,716.24
Page 1
a b c d e f
7
8
PEKERJAAN SANITASI
a. Pek. Pemasangan westafel Bh 1.0000 Rp 982,368.00
Rp 982,368.00b. Pek. Pemasangan Kran Westafel Bh 1.0000 Rp
56,427.45Rp 56,427.45c. Pek. Pemasangan Kloset duduk monoblok Bh 1.0000 Rp
2,380,045.00Rp 2,380,045.00d. Pemasangan Cermin Bh 1.0000 Rp
80,331.00Rp 80,331.00Rp 3,499,171.45PEKERJAAN FINISHING
a. Pek. Acian bidang saluran air hujan keliling bangunan M2 78.4800
Rp 24,967.00
Rp 1,959,410.16
b.Pek. Acian dinding trasraam bagian belakang luar yang di kerok setinggi 70 cm (lihat renc. Plesteran)
M2 4.9000 Rp 24,967.00
Rp 122,338.30
c. Pek. Acian bidang-bidang beton yg telah diplester (gambar 18,20,23,24) M2 10.5200
Rp 24,967.00
Rp 262,652.84
d.Pek. Pengecatan ex. Mowilex/setara tembok lantai 2 dalam bangunan bagian depan 1x dasar, 2x penutup (gambar 22)
M2 40.7000
Rp 19,974.50
Rp 812,962.15
e.Pek. Pengecatan ex. Mowilex/setara tembok lantai 2 dalam bangunan keseluruhan (2x penutup)
M2 336.0000
Rp 18,291.50
Rp 6,145,944.00
f.Perapihan & pengecatan bidang tembok luar lantai 1 & 2 belakang bangunan (2x penutup)
M2 78.8500
Rp 18,291.50
Rp 1,442,284.78
g.Pek. pengecatan bidang tembok luar lantai 2 samping kanan & kiri bangunan (2x penutup)
M2 48.0000
Rp 18,291.50
Rp 877,992.00
h. Perapihan & pengecatan bidang kolom (gambar 14) M2 8.0000 Rp 18,291.50
Rp 146,332.00i. Pek. Pengecatan plafond lantai 1 (GAMBAR 26) M2 10.500
0Rp 12,973.55
Rp 136,222.28j. Pek. Pengecatan plafond lantai 2 keseluruhan M2 149.500
0Rp 12,973.55
Rp 1,939,545.73k. Perapihan & pengecatan bidang beton tangga keseluruhan (gambar
16)M2 14.500
0Rp 18,291.50
Rp 265,226.75l. Perapihan & pengecatan bidang listplank beton kesluruhan (gambar
27)M2 12.800
0Rp 18,291.50
Rp 234,131.20m. Pek. Ralling besi hollow 2.4 & 4.4 cm M2 4.8000 Rp
312,571.60Rp 1,500,343.68n. Pek. Pengecatan kusen, daun pintu & bingkai jendela (detail gambar
12)M2 42.840
0Rp 18,510.80
Rp 793,002.67Rp 16,638,388.53Sub Total C Rp 84,055,315.10
D. BANGUNAN TENGAH (GEDUNG B)1
2
3
4
5
5
PEKERJAAN SALURAN AIR HUJAN & RABAT BETON
a.Pek. Saluran air hujan samping kanan teras dan sepanjang samping kiribangunan
M1 33.6200
Rp 207,093.53
Rp 6,962,484.48
b.Pek. Rabat beton 1 : 3 : 5 tebal 7 cm, dalam bangunan bagian pinggir kiri &kanan (gambar 3,4)
M3 4.7730 Rp 932,252.80
Rp 4,449,661.26
c. Pek. Rabat beton 1 : 3 : 5 tebal 7 cm, 1 m keluar dari pinggir saluran air hujan
M3 2.8735 Rp 932,252.80
Rp 2,678,828.42Rp 14,090,974.16PEKERJAAN PENUTUP LANTAI
a. Pas. Keramik warna, ex.Roman 40.40 cm, samping kanan & kiri luar bangunan
M2 49.5000
Rp 186,857.05
Rp 9,249,423.98b. Pas. Keramik warna, ex.Roman 60.60 cm, dalam bangunan (gambar 3
& 4)M2 430.500
0Rp 199,923.70
Rp 86,067,152.85Rp 95,316,576.83PEKERJAAN PLESTERAN
a. Pek. Plesteran beton 1pc : 2psr bidang kolom teras samping kanan, setinggi 15 cm M2 0.4200 Rp 36,654.08
Rp 15,394.71Rp 15,394.71PEKERJAAN DINDING PARTISI, RANGKA PLAFOND DAN PENUTUP PLAFOND
a. Pek. Dinding partisi Rangka Hollow Galvalum 6.6, fin. HPL M2 112.8200
Rp 384,380.23
Rp 43,365,777.35b. Pek. penutup kolom baja INP, Rangka Hollow Galvalum 6.6, fin. HPL M2 98.400
0Rp 384,380.23
Rp 37,823,014.45Pek. Kaca mika 3 mm bening M2 49.344
0Rp 192,441.91
Rp 9,495,853.79c. Pek. Rangka baja INP penahan rangka plafond Bh 8.0000 Rp
11,814,261.02Rp 94,514,088.12d. Pek. Gelagar baja kanal C Bh 1.0000 Rp
10,981,950.66Rp 10,981,950.66e. Pek. Kawat angin 2x diagonal besi polos dia 12mm Bh 14.000
0Rp 317,800.18
Rp 4,449,202.52
e.Pek. Rangka plafond, Hollow Galvalum MB 2x4, 4x4 cm,(60x80)cm, dalam & luar seluruh bangunan
M2 510.4385
Rp 101,147.12
Rp 51,629,386.15
f.Pasangan Penutup plafond Kalsiboard 2400x1200x3.5mm, dalam & luar seluruh bangunan
M2 510.4385
Rp 34,789.50
Rp 17,757,900.20Rp 270,017,173.24PEKERJAAN INSTALASI LISTRIK
a. Pas. Instalasi titik lampu Ttk 28.0000
Rp 151,470.00 Rp 4,241,160.00b. Pas. Downlight 4" Bh 30.000
0Rp 121,000.00 Rp
3,630,000.00c. Pas. Lampu 18 Watt, Ex. Philips, White Bh 12.0000
Rp 37,026.00 Rp 444,312.00d. Pas. Lampu TL 10 watt di dalam kolom INP, Ex philips white Bh 32.000
0Rp 33,323.00 Rp
1,066,336.00d. Pas. Saklar ganda ex. Panasonic Bh 5.0000 Rp 20,196.00 Rp 100,980.00e. Kabel NYM 2x2,5 mm2 Eterna M1 358.690
0Rp 3,300.00 Rp
1,183,677.00Rp 10,666,465.00PEKERJAAN FINISHING
a. Pek. Acian bidang saluran air hujan samping kanan & kiri bangunan M2 47.0000
Rp 24,967.00
Rp 1,173,449.00b. Pek. Acian bidang kolom teras samping kanan setinggi 15 cm M2 0.4200 Rp
24,967.00Rp 10,486.14
Page 2
a b c d e f
c.Pek. pengecatan ex. jotun/setara bidang tembok baru bagian dalam (1x dasar 2x penutup)
M2 109.8400
Rp 19,974.50
Rp 2,193,999.08
d. Pek. pengecatan ex. jotun/setara bidang tembok lama bagian dalam (2x penutup) M2 108.1000
Rp 18,291.50
Rp 1,977,311.15
e.Pek. Pengecatan ex. Mowilex/setara bidang tembok baru bagian luar (1x dasar 2x penutup)
M2 109.8400
Rp 18,291.50
Rp 2,009,138.36
f.Pek. Pengecatan ex. Mowilex/setara kolom & penutup atap teras samping kanan & kiri bangunan (1x dasar 2x penutup)
M2 58.9800
Rp 19,974.50
Rp 1,178,096.01
g. Pek. Pengecatan kusen & bingkai jendela 1x dasar 1x penutup (detail gambar 13) M2 66.1800
Rp 18,510.80
Rp 1,225,044.74
h. Pek. Pengecatan ex. catylac penutup plafond (1x dasar 1x penutup) M2 510.4385
Rp 12,973.55
Rp 6,622,199.40i. Pek. Pengecatan baja dengan meni besi M2 21.388
0Rp 21,623.40
Rp 462,481.28Rp 16,852,205.16Sub Total D Rp 406,958,789.10E. BANGUNAN BELAKANG (GEDUNG C)
1
2
2
3
4
PEKERJAAN SALURAN AIR HUJAN & RABAT BETON
a.Pek. Saluran air hujan sepanjang depan kiri dan sepanjang samping kiribangunan
M1 27.6000
Rp 207,093.53
Rp 5,715,781.43
b. Pek. Rabat beton 1 : 3 : 5, belakang bangunan M3 3.5690 Rp 932,252.80
Rp 3,327,163.63Rp 9,042,945.06PEKERJAAN PLESTERAN
a. Pek. Plesteran 1pc : 2psr bidang-bidang tembok setinggi 70 cm (lihat gambar plesteran) M2 121.2820
Rp 36,654.08
Rp 4,445,480.13Rp 4,445,480.13PEKERJAAN KONSOL
a. Pek. Konsol balok 6/12 luar bangunan Bh 30.0000
Rp 139,317.47
Rp 4,179,524.24b. Pek. Gording kaso 5/7 M3 1.3684 Rp
4,245,455.40Rp 5,809,481.17c. Pas. Penutup atap onduline (200x0.92cm) M2 131.530
5Rp 119,675.65
Rp 15,740,998.37d. Pek. Nok talang karet M1 20.000
0Rp 26,554.40
Rp 531,088.00e. Pek. Papan Kalsiplank 12 M1 102.800
0Rp 30,850.67
Rp 3,171,448.45Rp 29,432,540.23PEKERJAAN RANGKA PLAFOND DAN PENUTUP PLAFOND
a.Pek. Rangka plafond, Hollow Galvalum MB 2x4, 4x4 cm,(60x80)cm, dalam & luar seluruh bangunan
M2 522.6725
Rp 101,147.12
Rp 52,866,820.06
b.Pasangan Penutup plafond Kalsiboard 2400x1200x3.5mm, dalam & luar seluruh bangunan
M2 522.6725
Rp 34,789.50
Rp 18,183,514.94
c. Pek. Rangka besi hollow 4.4 cm, kalsiboard 6mm fin. karet talang (gambar 29,30) M2 6.7570 Rp 262,457.39
Rp 1,773,424.59Rp 72,823,759.59PEKERJAAN FINISHING
a. Pek. Acian bidang saluran air hujan bagian depan, samping kanan & kiri bangunan M2 39.3395
Rp 24,967.00
Rp 982,189.30
b. Pek. Acian bidang tembok yg telah diplester setinggi 70cm M2 121.2820
Rp 24,967.00
Rp 3,028,047.69c. Pek. Pengecatan yang telah diplester setinggi 70 cm (1x dasar 2x penutup) M2 121.282
0Rp 24,967.00
Rp 3,028,047.69d. Pek. Pengecatan keseluruhan tembok dalam & luar bangunan (2x penutup) M2 1,604.8680 Rp
18,291.50Rp 29,355,443.02e. Pek. Pengecatan bidang konsol kayu (1x dasar, 2X penutup) M2 17.280
0Rp 18,510.80
Rp 319,866.62f. Pek. Pengecatan plafond (1x dasar, 2X penutup) M2 522.672
5Rp 12,973.55
Rp 6,780,917.81Rp 43,494,512.14Sub Total E Rp 159,239,237.14
Page 3
DAFTAR HARGA BARANG DAN UPAH KERJA
Nama proyek : Desain/Perencanaan Rehabilitasi Sedang/Berat Gedung Kantor (lanjutan)Lokasi
: Kabupaten Kolaka
Tahun : 2013Instansi : Badan Perencanaan Pembangunan Daerah & Penanaman Modal Kab. Kolaka
NO TENAGA SAT UPAH/HARGA
1 2 3 41 Mandor OH Rp 75,000.002 Kepala tukang OH Rp 75,000.003 Tukang Listrik OH Rp 65,000.004 Tukang kayu OH Rp 65,000.005 Tukang batu OH Rp 65,000.006 Tukang besi OH Rp 65,000.007 Tukang Cat OH Rp 65,000.008 Tukang Plafond OH Rp 65,000.009 Tukang Partisi OH Rp 65,000.00
10 Tukang Aluminium OH Rp 65,000.0011 Pekerja OH Rp 55,000.00
BAHAN1 Tanah urug M3 Rp 51,000.002 Pasir urug M3 Rp 61,200.003 Pasir pasangan M3 Rp 112,200.004 Pasir beton M3 Rp 134,640.005 Batu bata (5x11x22) Bh Rp 561.006 Koral beton/Split 1-2 cm M3 Rp 408,000.007 Koral beton/Split 2-3 cm M3 Rp 313,950.008 Semen Portland Kg Rp 1,836.009 Semen warna Kg Rp 16,830.00
10 Semen putih Kg Rp 1,795.2011 Tegel keramik putih 60x60 cm, Ex. Roman KW II / setara Bh Rp 31,625.0012 Tegel keramik putih 40x40 cm, Ex. Roman KW II / setara Bh Rp 17,875.0014 Tegel keramik warna 20x20 cm anti slip, Ex. KIA KW II Bh Rp 4,400.0015 Dolken kayu dia 8-10 / 400 Cm Btg. Rp 12,240.0018 Papan kayu Kelas II M3 Rp 2,944,740.0019 Balok Kayu Kelas II M3 Rp 2,944,740.0020 Papan/balok kelas III M3 Rp 1,991,040.0021 Besi Strip 5 mm Btg. Rp 7,375.0022 kusen alumunium 3" M1 Rp 42,875.7023 gypsumboard 244 x 122 x 0.9 mm Lbr Rp 61,000.0024 Kalsiboard 244 x 122 x 0.6 cm Lbr Rp 109,000.0025 Kalsiboard 244 x 122 x 2 cm Lbr Rp 198,000.0026 Kalsiboard 240 x 122 x 1.2 cm Lbr Rp 137,500.0026 Kalsiplank 240 x 20 x 1.2 cm Lbr Rp 22,916.6727 Rangka Hollow Galvalum 2. 4 cm M1 Rp 7,058.3328 Rangka Hollow Galvalum 4. 4 cm M1 Rp 9,716.6734 Rangka Hollow Galvalum 6. 6 cm M1 Rp 13,291.6729 Kaca mika bening 3 mm Lbr Rp 495,000.0030 Hollow angel (sudut) M1 Rp 3,937.5031 Kawat Penggantung M1 Rp 5,880.0032 Besi Hollow 2.4 cm M1 Rp 14,666.6733 Besi Hollow 4.4 cm M1 Rp 33,000.0035 Ramsel Nails/sekrup rangka plafond (1000 Biji) biji Rp 65.0036 Tripleks 122 x 244 x 0.3 mm Lbr Rp 50,490.0037 Multipleks 9mm Lbr Rp 139,050.0038 HPL Taco Lbr Rp 162,800.0039 Baja IWF Kg Rp 17,000.0040 Baja Kanal C Kg Rp 17,000.00
Page 1 HARGA
NO TENAGA SAT UPAH/HARGA
1 2 3 441 Besi plat 12 mm Kg Rp 17,000.0042 Besi beton polos kg Rp 17,340.0043 Kawat Beton Kg Rp 25,500.0044 Kawat las besi elektroda Kg
KgRp 17,000.00
45 Kawat Las besi Baja Rp 39,600.00Rp 20,000.0046 Profil gypsum 7-10 cm M1
47 Seng BJLS 20 kk Rp 7,854.0048 Atap gelombang onduline 200x92 cm Lbr Rp 140,000.0049 Talang karet 90 cm M1 Rp 11,220.0050 Talang karet 40 cm M1 Rp 7,854.0051 Paku biasa Kg Rp 20,400.0052 Paku tripleks Kg Rp 28,050.0053 Screw/sekrup kalsiboard bh Rp 110.4854 Baut atap Bh Rp 1,620.0055 Baut 16 mm, 10 cm Bh Rp 4,080.0056 Baut 16 mm, 20 cm Bh Rp 8,160.0057 Titik Instalasi Penerangan Titik Rp 151,470.0058 Lampu philips 18 watt Bh Rp 37,026.0059 Downlight 4" ex philips Bh Rp 121,000.0060 Lampu TL 10 watt Ex philips Bh Rp 33,323.0061 Saklar ganda Ex.Broco Bh Rp 20,196.0062 Kabel NYM 2x2,5 mm2 Eterna (100 M) M1 Rp 3,300.0063 Pipa listrik 5/8 inchi, Ex Clipsal Btg. Rp 11,220.0064 Inbow Dos Bh Rp 5,000.0065 Klem kabel No 10 Bh Rp 100.0066 Las DOP Bh Rp 2,500.0067 Isolasi Listrik, Ex. Unibell Roll Rp 10,000.0068 Tee Doz 5/8 ex. Clipsal Bh Rp 7,500.0069 Plamur tembok boyo 23 Kg. Kg. Rp 18,244.7070 Cat meni besi/kayu Kg Rp 16,830.0071 Cat dasar/kayu/tembok Kg. Rp 16,830.0072 Cat Vernis Kayu Standart Kg Rp 50,490.0073 Cat tembok ex.jotun Kg. Rp 47,775.0074 Cat tembok ex.Mowilex Kg. Rp 47,775.0075 Cat Tembok ex. Catylac Kg Rp 19,635.0076 Cat kayu kilap standart ex. Avian Kg. Rp 50,490.0077 Minyak bekisting Ltr Rp 5,000.0078 Minyak cat Ltr Rp 20,196.0079 Minyak Pelumas Ltr Rp 22,950.0080 Solar Ltr Rp 10,863.0081 Sewa alat mesin las dan perlengkapannya Hr Rp 750,000.0082 Sewa alat mesin las dan perlengkapannya jam Rp 93,750.0083 Lem fox/ lem kayu Kg. Rp 17,952.0084 Kuas biasa 3 cm Bh. Rp 16,830.0085 Kuas biasa 4 cm Bh. Rp 22,440.0086 Kuas biasa 5 cm Bh. Rp 22,440.0087 Kuas Roll Bh. Rp 392,700.0088 Ampelas halus Lbr Rp 3,366.0089 Ampelas kasar Lbr Rp 3,478.0090 Meni besi Kg Rp 16,830.0091 Meni kayu Kg Rp 16,830.0092 UB 888/400 Compoud Kg Rp 2,200.0093 Isolasi Gypsum Roll Rp 32,500.0094 Silicon Sealant kaca/Karet Kaca M1 Rp 5,000.0095 Kaca Riben 5 mm M2 Rp 168,300.0096 Westafel meja Bh Rp 617,100.0097 Kran air angsa onda 1/2" Bh Rp 48,000.0098 Seal tape Bh Rp 10,098.0099 Kloset duduk monoblok + asesoris lengkap Bh Rp 1,626,900.00100 Kaca cermin uk 75 x 100 cm Bh Rp 61,710.00
Page 2 HARGA
0.4000
Oh Pekerja @ Rp 55,000.00
Rp 22,000.000.040
0Oh Mandor @ Rp 75,000.0
0Rp 3,000.
001.0000
Ls Alat Bantu @ Rp 1,000.00
Rp 1,000.00Total Rp 26,000.
00
0.4000 Oh Pekerja @ Rp 55,000.00
Rp 22,000.000.0400 Oh Mandor @ Rp 75,000.0
0Rp 3,000.
00Total
Rp 25,000.00
ANALISA HARGA SATUAN
Nama proyek : Desain/Perencanaan Rehabilitasi Sedang/Berat Gedung Kantor (lanjutan) Lokasi : Kabupaten KolakaTahun : 2013Instansi :
Badan Perencanaan Pembangunan Daerah & Penanaman Modal Kab. Kolaka
PEKERJAAN PENDAHULUAN/PERSIAPAN1 1 m2 Membersihkan lapangan dan peralatan
TENAGA
0.1000 Oh Pekerja @ Rp0.0500 Oh Mandor @ Rp
55,000.00 Rp75,000.00 Rp
Total Rp
5,500.003,750.009,250.00
2 1 m2 Pembuatan bedeng buruhBAHAN
1.2500 Btg Dolken kayu dia.8-10 / 400 Cm @ Rp 12,240.00 Rp 15,300.0018.0000 Kg Sement Portland @ Rp 1,836.00 Rp 33,048.003.9900 kk Seng gelombang bjls 28 @ Rp 7,854.00 Rp 31,337.460.0300 M3 Pasir beton @ Rp 134,640.00 Rp 4,039.200.0500 M3 Koral beton @ Rp 408,000.00 Rp 20,400.000.1860 M3 Kayu 5/7 Balok Silae @ Rp 2,944,740.00 Rp 547,721.640.3000 Kg Paku biasa 2"-5" @ Rp 20,400.00 Rp 6,120.001.3500 Lbr Tripleks 3 mm
TENAGA@ Rp 50,490.00 Rp 68,161.50
2.0000 Oh Tukang Kayu @ Rp 65,000.00 Rp 130,000.001.0000 Oh Pekerja @ Rp 55,000.00 Rp 55,000.000.2000 Oh Kepala tukang @ Rp 75,000.00 Rp 15,000.000.0500 Oh Mandor @ Rp 75,000.00 Rp 3,750.00
Total Rp 929,877.80
3 1 m3 Bongkaran beton bertulangTENAG
A6.6670 Oh Pekerja @ Rp0.3330 Oh Mandor @ Rp
55,000.00 Rp75,000.00 Rp
Total Rp
366,685.00
24,975.00
391,660.00
4 1 m3 Bongkaran tembok bata merahTENAGA
6.6670 Oh Pekerja @ Rp 55,000.00 Rp 366,685.000.0330 Oh Mandor @ Rp 75,000.00 Rp 2,475.00
Total Rp 369,160.00
5 1 m2 mengikis/mengerok plesteran tembok lamaTENAGA
0.1500 Oh Pekerja @ Rp 55,000.00 Rp 8,250.000.0030 Oh Mandor @ Rp 75,000.00 Rp 225.00
Total Rp 8,475.00
6 1 m2 Pembongkaran bidang lantai dan pembuangan sisa bongkaranTENAGA
PEKERJAAN TANAH & PASIR1 1 m3 Galian tanah biasa TENAGA
230.0000
Kg Semen Portland @ Rp 1,836.00
Rp 422,280.000.650
0M3 Pasir Beton @ Rp 134,640.0
0Rp 87,516.
000.6500
M3 Batu Pecah 2-3 cmTENAGA
@ Rp 313,950.00
Rp 204,067.50
1.2000
Oh Pekerja @ Rp 55,000.00
Rp 66,000.000.200
0Oh Tukang Batu @ Rp 65,000.0
0Rp 13,000.
000.0200
Oh Kepala Tukang @ Rp 75,000.00
Rp 1,500.000.060
0Oh Mandor @ Rp 75,000.0
0Rp 4,500.
00Total
Rp 798,863.50
2 1 m3 Urugan kembali TENAGA
0.2500 Oh Pekerja @ Rp0.0080 Oh Mandor @ Rp
55,000.00 Rp75,000.00 Rp
Total Rp
13,750.00
600.0014,350.00
3 1 m3 Urugan Pasir BAHAN
1.2000 M3 Pasir urugTENAGA
@ Rp 61,200.00
Rp 73,440.00
0.3000 Oh Pekerja @ Rp 55,000.00
Rp 16,500.000.0100 Oh Mandor @ Rp 75,000.0
0Rp 750.0
0Total
Rp 90,690.00
PEKERJAAN SALURAN AIR HUJAN
1 1 M1 Mengerjakan Saluran Air Hujan (Terbuka)0.4200 M3 Galian Tanah Biasa @ Rp 25,000.00 Rp 10,500.001.2500 M2 Pas. Trasram 1/2 Bata 1 : 2 @ Rp 103,200.80 Rp 129,001.000.0650 M3 Urugan Pasir @ Rp 90,690.00 Rp 5,894.850.1000 M3 Urugan Tanah Kembali @ Rp 14,350.00 Rp 1,435.001.5000 M2 Plesteran Trasram 1:2 Tebal 15 mm @ Rp 40,175.12 Rp 60,262.68
Total Rp 207,093.53
PEKERJAAN BETON & RABAT
1 1 M
3 PekerjaanM
embat rabat beton dan lantai kerja, BAHAN
1 Pc: 3 Ps: 5 Kr
230.0000
Kg Semen portland @ Rp 1,836.00
Rp 422,280.000.5200 M3 Pasir beton @ Rp 134,640.0
0Rp 70,012.8
00.8700 M3 Koral beton (Split 1.2) @ Rp 408,000.00
Rp 354,960.00TENAGA
0.2000 Oh Tukang batu @ Rp 65,000.00
Rp 13,000.001.2000 Oh Pekerja @ Rp 55,000.0
0Rp 66,000.0
00.0200 Oh Kepala tukang @ Rp 75,000.00
Rp 1,500.000.0600 Oh Mandor @ Rp 75,000.0
0Rp 4,500.0
0Total
Rp 932,252.80
2 1M2 Pasangan bekesting untuk balokBAHAN
0.0400 M3 Kayu Kelas-II (Papan) @ Rp 2,944,740.00 Rp 117,789.600.4000 Kg Paku Biasa 2"-5" @ Rp 20,400.00 Rp 8,160.000.2000 Lt Minyak Bekisting @ Rp 5,000.00 Rp 1,000.000.0180 M3 Kayu Kelas-III (Balok) @ Rp 1,991,040.00 Rp 35,838.720.3500 Lbr Multipleks 9 mm @ Rp 50,490.00 Rp 17,671.502.0000 Btg Kayu Dolken
TENAGA@ Rp 12,240.00 Rp 24,480.00
0.3300 Oh Pekerja @ Rp 55,000.00 Rp 18,150.000.6600 Oh Tukang Batu @ Rp 65,000.00 Rp 42,900.000.0330 Oh Kepala Tukang @ Rp 75,000.00 Rp 2,475.000.0060 Oh Mandor @ Rp 75,000.00 Rp 450.00
Total Rp 268,914.82
3 1M3 Membuat beton dengan K-125BAHAN
4 1 Kg Pembesian dengan Besi Polos U-24BAHAN
1.0500 Kg Besi Beton Polos U24 @ Rp 17,340.00
Rp 18,207.000.0150 Kg Kawat Beton @ Rp 25,500.0
0Rp 382.5
0
TENAGA0.0070 Oh Pekerja @ Rp 55,000.00 Rp 385.000.0070 Oh Tukang Batu @ Rp 65,000.00 Rp 455.000.0007 Oh Kepala Tukang @ Rp 75,000.00 Rp 52.500.0004 Oh Mandor @ Rp 75,000.00 Rp 30.00
Total Rp 19,512.00
5 1 M3 Pek. Balok 15 x 20 cm1.0000 M3 Beton K-100 @ Rp 798,863.50 Rp 798,863.50
247.2200 Kg Pembesian @ Rp 19,512.00 Rp 4,823,756.646.6670 M2 Bekisting Ringbalk (2 X Pakai) 50 % @ Rp 268,914.82 Rp 1,792,855.10
Total Rp 7,415,475.24
6 1 M3 Pekerjaan Plat tempat duduk westafel tebal 8 cm1.0000 M3 Beton K-100 @ Rp 798,863.50 Rp 798,863.50
131.6550 Kg Pembesian @ Rp 19,512.00 Rp 2,568,852.366.6670 M2 Bekisting Lantai (1 X Pakai) 100 % @ Rp 268,914.82 Rp 1,792,855.10
Total Rp 5,160,570.96
PEKERJAAN PENUTUP LANTAI1 1 m2 pasang lantai keramik 40x40 Cm warna
BAHAN
6.6300 Bh Keramik 40.40 cm ex.Roman/Setara @ Rp9.8000 Kg Semen portland @ Rp1.3000 Kg Semen warna @ Rp0.0450 M3 Pasir pasang @ Rp
TENAGA
0.1200 Oh Tukang batu @ Rp0.2500 Oh Pekerja @ Rp0.0120 Oh Kepala tukang @ Rp0.0130 Oh Mandor @ Rp
17,875.00 Rp
1,836.00 Rp
16,830.00 Rp
112,200.00 Rp
Rp
65,000.00 Rp
55,000.00 Rp
75,000.00 Rp
75,000.00 Rp Rp Rp
118,511.25
17,992.80
21,879.00
5,049.00
163,432.05
7,800.00
13,750.00
900.00
975.00
23,425.00
186,857.05
2 1 m2 pasang lantai keramik 60x60 Cm warnaBAHA
N3.0000 Bh Keramik 60.60 cm putih ex.Roman/Setar
@ Rp0.0800 Bh Keramik 60.60 cm hitam ex.Roman/Seta
@ Rp14.7000 Kg Semen portland
@ Rp1.9500 Kg Semen warna
@ Rp0.0675 M3 Pasir pasang
@ Rp
TENAGA
0.1800 Oh Tukang batu @ Rp
0.3750 Oh Pekerja @ Rp
0.0180 Oh Kepala tukang @ Rp
0.0195 Oh Mandor @ Rp
31,625.00 Rp
31,625.00 Rp
1,836.00 Rp
16,830.00 Rp
112,200.00 Rp
Rp
65,000.00 Rp
55,000.00 Rp
75,000.00 Rp
75,000.00 Rp Rp Rp
94,875.00
2,530.00
26,989.20
32,818.50
7,573.50
164,786.20
11,700.00
20,625.00
1,350.00
1,462.50
35,137.50
199,923.70
3 1 m2 pasang lantai keramik warna anti slip 20 x 20 cm
26.5000
Bh keramik 20 x 20 cm @ Rp 4,400.00
Rp 116,600.0010.400
0Kg Semen portland @ Rp 1,836.0
0Rp 19,094.
401.6200
Kg Semen warna @ Rp 16,830.00
Rp 27,264.600.045
0M3 Pasir pasang @ Rp 112,200.0
0Rp 5,049.
00Rp 168,008.00TENAGA
0.3500
Oh Tukang batu @ Rp 65,000.00
Rp 22,750.000.620
0Oh Pekerja @ Rp 55,000.0
0Rp 34,100.
000.0350
Oh Kepala tukang @ Rp 75,000.00
Rp 2,625.000.030
0Oh Mandor @ Rp 75,000.0
0Rp 2,250.
00Rp 61,725.00Tota
lRp 229,733.
00
BAHAN
6.4800
Kg Sement Portland @ Rp 1,836.00
Rp 11,897.280.019
0M3 Pasir pasang
TENAGA@ Rp 112,200.0
0Rp 2,131.
800.1500
Oh Tukang Batu @ Rp 65,000.00
Rp 9,750.000.200
0Oh Pekerja @ Rp 55,000.0
0Rp 11,000.
000.0150
Oh Kepala tukang @ Rp 75,000.00
Rp 1,125.000.010
0Oh Mandor @ Rp 75,000.0
0Rp 750.0
0Total
Rp 36,654.08
PEKERJAAN DINDING 1/2 BATA DAN PLESTERAN
1 1 m2 Pasang bata merah 1/2 bata 1 Pc : 2 PsBAHAN
70.0000 Bh Batu merah @ Rp 561.00 Rp 39,270.0018.9500 Kg Sement portland @ Rp 1,836.00 Rp 34,792.200.0380 M3 Pasir pasang
TENAGA@ Rp 112,200.00 Rp 4,263.60
0.1000 Oh Tukang Batu @ Rp 65,000.00 Rp 6,500.000.3000 Oh Pekerja @ Rp 55,000.00 Rp 16,500.000.0100 Oh Kepala tukang @ Rp 75,000.00 Rp 750.000.0150 Oh Mandor @ Rp 75,000.00 Rp 1,125.00
Total Rp 103,200.80
2 1 m2 Pasang bata merah 1/2 bata 1 Pc : 5 PsBAHAN
70.0000 Bh Batu merah @ Rp 561.00 Rp 39,270.009.6800 Kg Sement portland @ Rp 1,836.00 Rp 17,772.480.0450 M3 Pasir pasang @ Rp 112,200.00 Rp 5,049.00
TENAGA0.1000 Oh Tukang Batu @ Rp 65,000.00 Rp 6,500.000.3000 Oh Pekerja @ Rp 55,000.00 Rp 16,500.000.0100 Oh Kepala tukang @ Rp 75,000.00 Rp 750.000.0150 Oh Mandor @ Rp 75,000.00 Rp 1,125.00
Total Rp 86,966.48
3 1 m2 Plasteran transraam 1 Pc : 2 Ps, tebal 15mmBAHAN
8.5200 Kg Sement portland @ Rp 1,836.00 Rp 15,642.720.0170 M3 Pasir pasang
TENAGA@ Rp 112,200.00 Rp 1,907.40
0.1500 Oh Tukang Batu @ Rp 65,000.00 Rp 9,750.000.2000 Oh Pekerja @ Rp 55,000.00 Rp 11,000.000.0150 Oh Kepala tukang @ Rp 75,000.00 Rp 1,125.000.0100 Oh Mandor @ Rp 75,000.00 Rp 750.00
Total Rp 40,175.12
4 1 m2 Plasteran 1 Pc : 5 Ps, tebal 15mmBAHAN
4.3200 Kg Sement portland @ Rp 1,836.00 Rp 7,931.520.0220 M3 Pasir pasang
TENAGA@ Rp 112,200.00 Rp 2,468.40
0.1500 Oh Tukang Batu @ Rp 65,000.00 Rp 9,750.000.2000 Oh Pekerja @ Rp 55,000.00 Rp 11,000.000.0150 Oh Kepala tukang @ Rp 75,000.00 Rp 1,125.000.0100 Oh Mandor @ Rp 75,000.00 Rp 750.00
Total Rp 33,024.92
5 1 m2 Plasteran beton 1 Pc : 3 Ps, tebal 15mmBAHAN
1.1500
Kg Baja INP @ Rp 17,000.00
Rp 19,550.00Rp 19,550.00TENAGA
0.0600
Oh Tukang besi konstruksi @ Rp 65,000.00
Rp 3,900.000.060
0Oh Pekerja @ Rp 55,000.0
0Rp 3,300.
000.0600
Oh Kepala Tukang @ Rp 75,000.00
Rp 4,500.000.030
0Oh Mandor @ Rp 75,000.0
0Rp 2,250.
00Rp 13,950.00Tota
lRp 33,500.
00
PEKERJAAN RANGKA BAJA
1 1 Kg Memasang Baja INP, Kanal C BAHAN
2 Mengerjakan 100 Kg pekerjaan perakitanBAHAN
1.0000 Ltr Solar @ Rp 10,863.00 Rp 10,863.000.1000 Ltr Minyak pelumas @ Rp 22,950.00 Rp 2,295.00
TENAGA0.1000 Oh Tukang besi konstruksi @ Rp 65,000.00 Rp 6,500.000.1000 Oh Pekerja @ Rp 55,000.00 Rp 5,500.000.0010 Oh Kepala Tukang @ Rp 75,000.00 Rp 75.000.0500 Oh Mandor @ Rp 75,000.00 Rp 3,750.000.8000 Jam Sewa Alat @ Rp 93,750.00 Rp 75,000.00
Rp 103,983.00Jadi mengerjakan 1 kg perakitan Total Rp 1,039.83
3 Memasang 1 kg plat simpulBAHAN
1.1500 Kg Plat 10 mm @ Rp 17,000.00 Rp 19,550.00TENAGA
0.0600 Oh Tukang Besi Konstruksi @ Rp 65,000.00 Rp 3,900.000.0600 Oh Pekerja @ Rp 55,000.00 Rp 3,300.000.0060 Oh Kepala Tukang @ Rp 75,000.00 Rp 450.000.0030 Oh Mandor @ Rp 75,000.00 Rp 225.00
Total Rp 27,425.00
4 Mengerjakan 10 cm pengelasan las listrikBAHA
N0.4000 Kg Kawat las baja @ Rp0.4000 Ltr Solar @ Rp0.0400 Ltr Minyak pelumas @ Rp
TENAGA 0 Rp
0.0200 Oh Tukang las @ Rp0.0400 Oh Pekerja @ Rp0.0020 Oh Kepala Tukang @ Rp0.0020 Oh Mandor @ Rp0.1700 Jam Sewa Alat @ Rp
39,600.00 Rp10,863.00 Rp22,950.00 Rp
- Rp
65,000.00 Rp55,000.00 Rp75,000.00 Rp75,000.00 Rp93,750.00 Rp
15,840.00
4,345.20
918.00-
1,300.00
2,200.00
150.00
150.00
15,937.50
Jadi, mengerjakan pengelasan 1 cm
Total I + II RpRp
40,840.704,084.07
5 Memasang 1 M baja12.9000 Kg Baja INP 100.75.5
@ Rp8.3200 Kg Baja INP 100.50.4,5
@ Rp9.3600 Kg Baja Kanal C 100.50.4
@ Rp
33,500.00 Rp33,500.00 Rp33,500.00 Rp
432,150.00278,720.00313,560.00
6 Memasang 1 Bh rangka Baja penahan rangka plafond
BAHAN
2.8200 M1
100.
7
5.5 @22.1500 M1 Baja INP 100.50.4,5
@36.0000 Bh Mur baut dia 16 mm panjang 10
cm @4.0000 Bh baut pixer dia 16 mm panjang
20 cm @52.7520 Kg Plat 12 mm
@527.0000 Cm Pengelasan las listrik
@77.7220 Kg Perakitan
@ Alat bantu 5% harga rangka
Rp Rp Rp Rp Rp Rp Rp
Total
432,150.00 Rp
278,720.00 Rp
4,080.00 Rp
8,160.00 Rp
27,425.00 Rp
4,084.07 Rp
1,039.83 Rp Rp Rp Rp
1,218,663.00
6,173,648.00
146,880.00
32,640.00
1,446,723.60
2,152,304.89
80,817.67
11,251,677.16
562,583.86
11,814,261.02
13.6170 Kg Besi polos dia 12 @ Rp 17,340.00
Rp 236,118.7820.0000 Cm Pengelasan listrik @ Rp 4,084.0
7Rp 81,681.
40Total
Rp 317,800.18
7 Memasang 1 BH gelagar baja kanal C penghubung rangka
BAHAN
28.5000 M1 Baja Kanal C 100.50.4 @
12.0000 Bh Mur baut dia 16 mm panjang 10 cm @
8.0000 Bh baut pixer dia 16 mm panjang 20 cm @
22.6080 Kg Plat 12 mm @
180.0000 Cm Pengelasan las listrik @
51.1080 Kg Perakitan
@ Alat bantu 5% harga rangka
Rp Rp Rp Rp Rp Rp
Total
313,560.00 Rp
4,080.00 Rp
8,160.00 Rp
27,425.00 Rp
4,084.07 Rp
1,039.83 Rp Rp Rp Rp
8,936,460.00
48,960.00
65,280.00
620,024.40
735,132.60
53,143.63
10,459,000.63
522,950.03
10,981,950.66
8 Memasang 1 BH kawat angin 2x diagonal penghubung rangka, besi polos 12BAHAN
PEKERJAAN RANGKA HOLLOW & PENUTUP PLAFOND
1 1 m2 Langit-langit gypsum jayaboard 9 mmBAHAN
0.3640 Lbr gypsumboard 240 x 120 cm, 0.9 cm @ Rp 61,000.00 Rp 22,204.000.1100 Kg Paku sekrup @ Rp 28,050.00 Rp 3,085.50
TENAGARp 25,289.50
0.0500 Oh Tukang gypsum @ Rp 65,000.00 Rp 3,250.000.1000 Oh Pekerja @ Rp 55,000.00 Rp 5,500.000.0050 Oh Kepala tukang @ Rp 75,000.00 Rp 375.000.0050 Oh Mandor @ Rp 75,000.00 Rp 375.00
Rp 9,500.00Total Rp 34,789.50
2 1 M2 Plafond Rangka Hollow Galvalum MB (60 X 80) BAHAN
0.7000 M1 Hollow galvalum 4.4 cm @ Rp
3.3000 M1 Hollow galvalum 2.4 cm @ Rp
1.0000 M1 Hollow Angel @ Rp
1.0000 M1 Kawat Penggantung @ Rp
4.0000 Bh Sekrup rangka plafond @ Rp
12.0000 Bh Screws / Sekrup @ Rp
9,716.67 Rp
7,058.33 Rp
3,937.50 Rp
5,880.00 Rp
65.00 Rp110.48
RpRp
6,801.67
23,292.50
3,937.50
5,880.00
260.00
1,325.72
41,497.39
TENAGA
Overhead 10% RpTotal I Rp
4,149.74
45,647.12
0.0700 Oh Pekerja @0.7000 Oh Tukang @0.0700 Oh Kepala Tukang @0.0120 Oh Mandor @
Rp Rp Rp RpTotal II
55,000.00 Rp65,000.00 Rp75,000.00 Rp75,000.00 Rp
Rp
3,850.00
45,500.00
5,250.00
900.00
55,500.00
Total I + II Rp 101,147.12
7.8000
M1 Rangka Hollow Galvalum 6. 6 cm
@ Rp 13,291.67
Rp 103,675.000.364
0Lbr Kalsiboard 244 x 122 x 0.6 cm
@ Rp 109,000.00
Rp 39,676.000.560
0Kg Coumpund @ Rp 2,200.0
0Rp 1,232.
000.5000
Lbr Amplas @ Rp 3,478.00
Rp 1,739.0012.000
0Bh Sekrup rangka @ Rp 65.0
0Rp 780.0
040.0000
Bh Screws / Sekrup kalsiboard @ Rp 110.48
Rp 4,419.061.000
0M2 Memasang HPL @ Rp 77,324.6
0Rp 77,324.
60Rp 228,845.66Overhead 10% Rp 22,884.57Total I Rp 251,730.
23
3 1 M2 dinding partisi Rangka Hollow galvalum MB 6.6 (60x60) BAHAN
TENA0.7500 Oh Pekerja @ Rp 55,000.00 Rp 41,250.001.3000 Oh Tukang @ Rp 65,000.00 Rp 84,500.000.0750 Oh Kepala Tukang @ Rp 75,000.00 Rp 5,625.000.0170 Oh Mandor @ Rp 75,000.00 Rp 1,275.00
Rp 132,650.00
Total I + II Rp 384,380.23
4 1 M2 dinding partisi penutup kolom baja INP Hollow galvalum MB 6.6 (36x120) BAHAN
4.9170 M1 Rangka Hollow Galvalum 6. 6 cm @ Rp
0.3640 Lbr Kalsiboard 244 x 122 x 0.6 cm @ Rp
0.5600 Kg Coumpund @ Rp
0.5000 Lbr Amplas @ Rp
12.0000 Bh Sekrup rangka @ Rp
40.0000 Bh Screws / Sekrup kalsiboard @ Rp
1.0000 M2 Memasang HPL @ Rp
13,291.67 Rp
109,000.00 Rp
2,200.00 Rp
3,478.00 Rp
65.00 Rp110.48
Rp77,324.60
RpRp
65,355.13
39,676.00
1,232.00
1,739.00
780.00
4,419.06
77,324.60
190,525.79
TENAGA
Overhead 10% RpTotal I Rp
19,052.58
209,578.37
0.7500 Oh Pekerja @ Rp1.3000 Oh Tukang @ Rp0.0750 Oh Kepala Tukang @ Rp0.0170 Oh Mandor @ Rp
55,000.00 Rp65,000.00 Rp75,000.00 Rp75,000.00 Rp
Rp
41,250.00
84,500.00
5,625.00
1,275.00
132,650.00
Total I + II Rp 342,228.37
5 1 m2 membuat gelagar kayu penutup kalsiboard 20mm (permukaan rata) BAHAN
0.3640 Lbr kalsiboard 240 x 120 cm, 20 mm @ Rp0.0700 Kg Paku biasa @ Rp0.1445 m3 balok 6/12 cm @ Rp0.0475 m3 balok 8/12 cm @ Rp6.0000 Bh Baut pixer 16mm, 20 cm @ Rp
TENAGA
0.7000 Oh Pekerja @ Rp1.2000 Oh Tukang @ Rp0.0700 Oh Kepala Tukang @ Rp0.1200 Oh Mandor @ Rp
198,000.00 Rp
20,400.00 Rp
2,944,740.00 Rp
2,944,740.00 Rp
8,160.00 Rp
Rp
55,000.00 Rp
65,000.00 Rp
75,000.00 Rp
75,000.00 Rp
Rp
72,072.00
1,428.00
425,632.72
139,934.04
48,960.00
688,026.76
38,500.00
78,000.00
5,250.00
9,000.00
130,750.00
Total I + II Rp 818,776.76
6 1 m2 Kaca mika 3 mm beningBAHAN
TENA
0.3640
LbrBAHANHPL Taco @ Rp 162,800.0
0Rp 59,259.
200.2000
Kg Lem fox/kayuTENAGA
@ Rp 17,952.00
Rp 3,590.40
0.2000
Oh Tukang @ Rp 65,000.00
Rp 13,000.000.020
0Oh Pekerja @ Rp 55,000.0
0Rp 1,100.
000.0020
Oh Kepala tukang @ Rp 75,000.00
Rp 150.000.003
0Oh Mandor @ Rp 75,000.0
0Rp 225.0
0Total
Rp 77,324.60
0.3640 Lbr Kaca mika 3 mm @ Rp 495,000.00 Rp 180,180.0025.0000 Bh Paku sekrup
TENAGA@ Rp 110.48 Rp 2,761.91
0.0500 Oh Tukang @ Rp 65,000.00 Rp 3,250.000.1000 Oh Pekerja @ Rp 55,000.00 Rp 5,500.000.0050 Oh Kepala tukang @ Rp 75,000.00 Rp 375.000.0050 Oh Mandor @ Rp 75,000.00 Rp 375.00
Total Rp 192,441.91
7 1 m2 Memasan HPL
24.2200
M1 Kusen Aluminium 3" @ Rp 42,875.70
Rp 1,038,449.457.770
0M2 Kaca riben 5 mm ex, Asahi
Mas@ Rp 168,300.0
0Rp 1,307,691.
0024.2200
M1 Karet Kaca/sealant @ Rp 5,000.00
Rp 121,100.00TENAGA
1.7690
Oh Tukang besi konstruksi @ Rp 65,000.00
Rp 114,985.000.724
0Oh Pekerja @ Rp 55,000.0
0Rp 39,820.
000.1770
Oh Kepala Tukang @ Rp 75,000.00
Rp 13,275.000.072
4Oh Mandor @ Rp 75,000.0
0Rp 5,430.
00Total
Rp 2,640,750.45
0.4167
Lbr Kalsiplank 12 x 200 x 2400 @ Rp 22,916.67
Rp 9,548.618.000
0Bh Screw/sekrup kalsiboard @ Rp 110.4
8Rp 883.8
1Total Rp 10,432.42Overhead 10% Rp 1,043.24Total I Rp 11,475.
67TENAGA0.1000
Oh Tukang kayu @ Rp 65,000.00
Rp 6,500.000.200
0Oh Pekerja @ Rp 55,000.0
0Rp 11,000.
000.0200
Oh Kepala Tukang @ Rp 75,000.00
Rp 1,500.000.005
0Oh Mandor @ Rp 75,000.0
0Rp 375.0
0Total II Rp 19,375.00Total I + II Rp 30,850.67
4 Memasang 1 M2 atap unduline model seng gelombang
BAHA0.5978 Lbr Atap gelombang onduline 200x92 cm @
Rp 140,000.00
Rp 83,695.659.0000 Bh Baut atap
@Rp 1,620.00
Rp 14,580.001.0000 Ls Alat Bantu
@Rp 10,000.00
Rp 10,000.00
PEKERJAAN KUSEN ALUMUNIUM
1 Memasang 1 bh Kusen Aluminium, uk ; 5.55 x 1.40 meterBAHAN
PEKERJAAN KONSOL KAYU1 Memasang 1 Bh konstruksi kuda-kuda
Konsol kayu kelas II BAHAN
0.0253 M3 Balok kayu kelas II 6/12 @2.0000 Bh Baut pixer dia. 16 mm @1.0000 Btg Besi strip 5 mm @0.4731 Kg Paku biasa 7-12 cm @
Rp Rp Rp Rp Total
2,944,740.00 Rp
8,160.00 Rp7,375.00 Rp
20,400.00 RpRp
67,846.81
16,320.00
7,375.00
9,651.24
101,193.05
TENAGA
Overhead 10% RpTotal I Rp
10,119.30
111,312.35
0.3041 Oh Tukang kayu @0.1014 Oh Pekerja @0.0304 Oh Kepala Tukang @0.0051 Oh Mandor @
Rp Rp Rp RpTotal II
65,000.00 Rp55,000.00 Rp75,000.00 Rp75,000.00 Rp
Rp
19,768.32
5,575.68
2,280.96
380.16
28,005.12
Total I + II Rp 139,317.47
2 Memasang 1 M3 konstruksi gording kayu kelas II BAHAN
1.1000 M3 Kayu Kaso 5/7 @3.0000 Kg Paku biasa 7-12 cm @
Rp Rp Total
2,944,740.00 Rp
20,400.00 RpRp
3,239,214.00
61,200.00
3,300,414.00
TENAGA
Overhead 10% RpTotal I Rp
330,041.40
3,630,455.40
2.4000 Oh Tukang kayu @7.2000 Oh Pekerja @0.7200 Oh Kepala Tukang @0.1200 Oh Mandor @
Rp Rp Rp RpTotal II
65,000.00 Rp55,000.00 Rp75,000.00 Rp75,000.00 Rp
Rp
156,000.00
396,000.00
54,000.00
9,000.00
615,000.00
Total I + II Rp 4,245,455.40
3 Memasang 1 M1 Kalsiplank 12 x 200 x 2400BAHAN
TENA
1.0000
Bh Kran air 1/2" @ Rp 48,000.00
Rp 48,000.000.025
0Bh Seal tape @ Rp 10,098.0
0Rp 252.4
5TENAGA0.1000
Oh Tukang batu @ Rp 65,000.00
Rp 6,500.000.010
0Oh Pekerja @ Rp 55,000.0
0Rp 550.0
00.0100
Oh Kepala tukang @ Rp 75,000.00
Rp 750.000.005
0Oh Mandor @ Rp 75,000.0
0Rp 375.0
0Total
Rp 56,427.45
1.1000
M2 Kaca CerminTENAGA
@ Rp 61,710.00
Rp 67,881.00
0.1500
Oh Tukang Kayu @ Rp 65,000.00
Rp 9,750.000.015
0Oh Pekerja @ Rp 55,000.0
0Rp 825.0
00.0150
Oh Kepala tukang @ Rp 75,000.00
Rp 1,125.000.010
0Oh Mandor @ Rp 75,000.0
0Rp 750.0
0Total
Rp 80,331.00
0.0600 Oh Tukang kayu @ Rp 65,000.00 Rp 3,900.000.1200 Oh Pekerja @ Rp 55,000.00 Rp 6,600.000.0060 Oh Kepala Tukang @ Rp 75,000.00 Rp 450.000.0060 Oh Mandor @ Rp 75,000.00 Rp 450.00
Total Rp 119,675.65
4 Memasang 1 M nok talang karetBAHAN
1.1000 M Talang karet 40 cm @ Rp 7,854.00 Rp 8,639.400.1000 Kg Paku biasa @ Rp 20,400.00 Rp 2,040.00
TENAGA0.0700 Oh Tukang kayu @ Rp 65,000.00 Rp 4,550.000.0150 Oh Pekerja @ Rp 55,000.00 Rp 825.000.0800 Oh Kepala Tukang @ Rp 75,000.00 Rp 6,000.000.0600 Oh Mandor @ Rp 75,000.00 Rp 4,500.00
Total Rp 26,554.40
PEKERJAAN SANITASI
1 Memasang 1 bh Wastafel mejaBAHAN
1.0000 Bh Wastafel @ Rp 617,100.00 Rp 617,100.000.3000 % Perlengkapan (harga wastafel) @ Rp 617,100.00 Rp 185,130.006.0000 Kg Semen portland @ Rp 1,836.00 Rp 11,016.000.0100 M3 Pasir pasang
TENAGA@ Rp 112,200.00 Rp 1,122.00
1.4500 Oh Tukang batu @ Rp 65,000.00 Rp 94,250.001.0000 Oh Pekerja @ Rp 55,000.00 Rp 55,000.000.1500 Oh Kepala tukang @ Rp 75,000.00 Rp 11,250.000.1000 Oh Mandor @ Rp 75,000.00 Rp 7,500.00
Total Rp 982,368.00
2 Memasang 1 bh Kran Angsa Onda dia.1/2" (Wastafel) BAHAN
3 Memasang 1 bh kloset dudukBAHAN
1.0000 Bh Kloset duduk monoblok ex.KIA @ Rp 1,626,900.00 Rp 1,626,900.000.3000 % Perlengkapan (harga kloset)
TENAGA@ Rp 1,626,900.00 Rp 488,070.00
1.1000 Oh Tukang batu @ Rp 65,000.00 Rp 71,500.003.3000 Oh Pekerja @ Rp 55,000.00 Rp 181,500.000.0010 Oh Kepala tukang @ Rp 75,000.00 Rp 75.000.1600 Oh Mandor @ Rp 75,000.00 Rp 12,000.00
Total Rp 2,380,045.00
4 Memasang 1 bh Kaca Cermin 5 mmBAHAN
0.2000
Kg Cat meni kayu @ Rp 16,830.00
Rp 3,366.000.170
0Kg Cat dasar @ Rp 16,830.0
0Rp 2,861.
100.1300
Kg Cat penutup ex. avianTENAGA
@ Rp 50,490.00
Rp 6,563.70
0.0700
Oh Tukang cat @ Rp 65,000.00
Rp 4,550.000.009
0Oh Pekerja @ Rp 55,000.0
0Rp 495.0
00.0060
Oh Kepala tukang @ Rp 75,000.00
Rp 450.000.003
0Oh Mandor @ Rp 75,000.0
0Rp 225.0
0Total
Rp 18,510.80
0.1000
Kg Cat dasar @ Rp 16,830.00
Rp 1,683.000.260
0Kg Cat penutup Ex. Mowilex @ Rp 47,775.0
0Rp 12,421.
50TENAGA0.0630
Oh Tukang cat @ Rp 65,000.00
Rp 4,095.000.020
0Oh Pekerja @ Rp 55,000.0
0Rp 1,100.
000.0060
Oh Kepala tukang @ Rp 75,000.00
Rp 450.000.003
0Oh Mandor @ Rp 75,000.0
0Rp 225.0
0Total
Rp 19,974.50
0.1000
Kg Cat dasar @ Rp 16,830.00
Rp 1,683.000.260
0Kg Cat penutup Ex. Jotun @ Rp 47,775.0
0Rp 12,421.
50TENAGA0.0630
Oh Tukang cat @ Rp 65,000.00
Rp 4,095.000.020
0Oh Pekerja @ Rp 55,000.0
0Rp 1,100.
000.0060
Oh Kepala tukang @ Rp 75,000.00
Rp 450.000.003
0Oh Mandor @ Rp 75,000.0
0Rp 225.0
0Total
Rp 19,974.50
0.1000
Kg Cat dasar @ Rp 16,830.00
Rp 1,683.000.260
0Kg Cat penutup Ex. Catylac @ Rp 19,635.0
0Rp 5,105.
10TENAGA0.0630
Oh Tukang cat @ Rp 65,000.00
Rp 4,095.000.020
0Oh Pekerja @ Rp 55,000.0
0Rp 1,100.
000.0060
Oh Kepala tukang @ Rp 75,000.00
Rp 450.000.003
0Oh Mandor @ Rp 75,000.0
0Rp 225.0
0Total
Rp 12,658.10
0.2600
Kg Cat penutup Ex. Mowilex @ Rp 47,775.00
Rp 12,421.50TENAGA
0.0630
Oh Tukang cat @ Rp 65,000.00
Rp 4,095.000.020
0Oh Pekerja @ Rp 55,000.0
0Rp 1,100.
000.0060
Oh Kepala tukang @ Rp 75,000.00
Rp 450.000.003
0Oh Mandor @ Rp 75,000.0
0Rp 225.0
0Total
Rp 18,291.50
PEKERJAAN FINISHING
1 1 m2 pengecatan bidang kayu baru( 1 lapis meni, 1 lapis cat dasar, 1 lapis
cat penutup) BAHAN
2 1 m2 pengecatan tembok baru(1 Lapis cat dasar,2 lapis cat
penutup) BAHAN
3 1 m2 pengecatan tembok baru(1 Lapis cat dasar,2 lapis cat
penutup) BAHAN
4 1 m2 pengecatan tembok baru(1 Lapis cat dasar, 2 lapis cat
penutup) BAHAN
5 1 m2 pengecatan tembok lama(2 lapis cat penutup)
BAHAN
0.1000
Kg Cat tembok (dasar) @ Rp 16,830.00
Rp 1,683.000.130
0Kg Cat tembok (penutup) Ex
Catylac@ Rp 19,635.0
0Rp 2,552.
550.1000
Lbr Amplas @ Rp 3,478.00
Rp 347.800.100
0Kg UB 888/400 Compoud @ Rp 2,200.0
0Rp 220.0
00.0160
Rol Isolasi Gypsum @ Rp 32,500.00
Rp 520.000.100
0Kg Lem fox
TENAGA@ Rp 17,952.0
0Rp 1,795.
20
0.0630
Oh Tukang cat @ Rp 65,000.00
Rp 4,095.000.020
0Oh Pekerja @ Rp 55,000.0
0Rp 1,100.
000.0063
Oh Kepala tukang @ Rp 75,000.00
Rp 472.500.002
5Oh Mandor @ Rp 75,000.0
0Rp 187.5
0Total
Rp 12,973.55
1.0500
M1 profil gypsum @ Rp 20,000.00
Rp 21,000.001.000
0Ls Bahan Tambahan
(10%xbahan)@ Rp 2,000.0
0Rp 2,000.
000.0100
Kg Paku biasa @ Rp 20,400.00
Rp 204.00
6 1 m2 pengecatan tembok lama(2 lapis cat penutup)
BAHAN0.2600 Kg Cat penutup Ex. Jotun @ Rp 47,775.00 Rp 12,421.50
TENAGA0.0630 Oh Tukang cat @ Rp 65,000.00 Rp 4,095.000.0200 Oh Pekerja @ Rp 55,000.00 Rp 1,100.000.0060 Oh Kepala tukang @ Rp 75,000.00 Rp 450.000.0030 Oh Mandor @ Rp 75,000.00 Rp 225.00
Total Rp 18,291.50
7 1 m2 pengecatan tembok lama(2 lapis cat penutup)
BAHAN0.2600 Kg Cat penutup Ex. Catylac @ Rp 19,635.00 Rp 5,105.10
TENAGA0.0630 Oh Tukang cat @ Rp 65,000.00 Rp 4,095.000.0200 Oh Pekerja @ Rp 55,000.00 Rp 1,100.000.0060 Oh Kepala tukang @ Rp 75,000.00 Rp 450.000.0030 Oh Mandor @ Rp 75,000.00 Rp 225.00
Total Rp 10,975.10
8 1 m2 pengecatan baja dengan meni besi(2 lapis cat penutup)
BAHAN0.1000 Kg Meni besi @ Rp 50,490.00 Rp 5,049.000.0100 Kg Kuas @ Rp 22,440.00 Rp 224.40
TENAGA0.2000 Oh Tukang cat @ Rp 65,000.00 Rp 13,000.000.0200 Oh Pekerja @ Rp 55,000.00 Rp 1,100.000.0200 Oh Kepala tukang @ Rp 75,000.00 Rp 1,500.000.0100 Oh Mandor @ Rp 75,000.00 Rp 750.00
Total Rp 21,623.40
9 1 m2 pengecatan langit-langit dan plafond( 1 lapis Plamir Compound, 1 Lapis cat dasar,1
lapis cat penutup) BAHAN
10 1 m2 Pekerjaan acian tembokBAHAN
3.2500 Kg. Pc untuk acian dasarTENAGA
@ Rp 1,836.00 Rp 5,967.00
0.1000 Oh Tukang Batu @ Rp 65,000.00 Rp 6,500.000.2000 Oh Pekerja @ Rp 55,000.00 Rp 11,000.000.0100 Oh Kepala tukang @ Rp 75,000.00 Rp 750.000.0100 Oh Mandor @ Rp 75,000.00 Rp 750.00
Total Rp 24,967.00
11 1 m1 Pekerjaan list gypsumBAHAN
TENAGA0.0600 Oh Tukang gypsum @ Rp 65,000.00 Rp 3,900.000.0600 Oh Pekerja @ Rp 55,000.00 Rp 3,300.000.0060 Oh Kepala tukang @ Rp 75,000.00 Rp 450.000.0030 Oh Mandor @ Rp 75,000.00 Rp 225.00
Total Rp 31,079.00
12 1 M1 Railing Besi Hollow Kotak 2.4/4.4, tbl, 3 mm, Tinggi Railing 80 cmBAHAN
1.4000 M1 Besi Hollow 4 x 4 cm @ Rp 33,000.00 Rp 46,200.007.8000 M1 Besi Hollow 2 x 4 cm @ Rp 14,666.67 Rp 114,400.000.3000 Kg Kawat las besi elektroda @ Rp 17,000.00 Rp 5,100.002.0000 Lbr Kertas Amplas @ Rp 3,478.00 Rp 6,956.000.5000 Kg Cat besi Ex. Avian @ Rp 50,490.00 Rp 25,245.00
Rp 172,656.00Faktor Penyusutan 10% Rp 17,265.60
Total A Rp 189,921.60
0.7000 OhTENAGAPekerja @ Rp 55,000.00 Rp 38,500.00
1.2000 Oh Tukang Las @ Rp 65,000.00 Rp 78,000.000.0700 Oh Kepala Tukang @ Rp 75,000.00 Rp 5,250.000.0120 Oh Mandor @ Rp 75,000.00 Rp 900.00
Rp 122,650.00Jadi, 1 M1 Pek. Railing Tangga = A + B Total Rp 312,571.60
13 1 M2 Memasang karet talang air Rangka Hollow Galvalum 4.4 (60x60), kalsiboard 6 mmBAHAN
6.0000 M1 Hollow galvalum 4 x 4 cm @ Rp
0.8600 M1 Kalsiboard 240x120x0.6 cm @ Rp
0.2600 Kg Lemkayu @ Rp
0.5000 Lbr Amplas @ Rp
40.0000 Bh Screws / Sekrup kalsiboard @ Rp
11.5000 Bh Sekrup Rangka @ Rp
1.3000 M1 Karet talang air hujan @ Rp
1.0000 Set Alat-alat bantu @ Rp
9,716.67 Rp
109,000.00 Rp
17,952.00 Rp
3,366.00 Rp
110.48 Rp
65.00 Rp11,220.00
Rp10,000.00
RpRp
58,300.00
93,740.00
4,667.52
1,683.00
4,419.06
747.50
14,586.00
10,000.00
188,143.08
TENAGA
Overhead 10 % RpTotal I Rp
18,814.31
206,957.39
0.7500 Oh Pekerja @1.3000 Oh Tukang @0.0750 Oh Kepala Tukang @0.0170 Oh Mandor @
Rp Rp Rp RpTotal II
55,000.00 Rp65,000.00 Rp75,000.00 Rp75,000.00 Rp
Rp
3,850.00
45,500.00
5,250.00
900.00
55,500.00
Total I + II Rp 262,457.39