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REKAPITULASI PEKERJAAN : PEMBANGUNAN MENARA PEMANTAU LOKASI : TIFFU - KAB. BURU SELATAN TAHUN ANGGARAN : 2016 NO.
URAIAN PEKERJAAN
JUMLAH HARGA
I
PEKERJAAN PERSIAPAN
Rp
33,668,702.89
II
PEKERJAAN TANAH
Rp
2,592,944.42
III PEKERJAAN PASANGAN DAN BETON IV PEKERJAAN PLESTERAN DAN LANTAI
Rp
168,613,840.45
Rp
62,887,353.49
V PEKERJAAN PENGECATAN VI PEKERJAAN BESI KACA DAN PENGGANTUNG VII PEKERJAAN INSTALASI LISTRIK
Rp
18,144,272.49
Rp
71,155,035.38
Rp
9,041,990.00
VIII PEKERJAAN SANITAIR
Rp
23,576,486.09
Rp Rp Rp Rp
389,680,625.22 38,968,062.52 428,648,687.74 428,649,000.00
JUMLAH PPN 10% TOTAL DIBULATKAN
Terbilang : Empat Ratus Dua Puluh Delapan Juta Enam Ratus Empat Puluh Sembilan Ribu Rupiah
RENCANA ANGGARAN BIAYA (RAB)
PEKERJAAN LOKASI TAHUN ANGGARAN NO
: PEMBANGUNAN MENARA PEMANTAU : TIFFU - KAB. BURU SELATAN : 2016 URAIAN PEKERJAAN
01 I 1. 2. 3. 4. 5. 6. 7. 8. 9.
02 PEKERJAAN PERSIAPAN Mobilisasi dan demobilisasi Pekerjaan pembersihan awal dan akhir Pengukuran dan pemasangan bouwplank Direksi Keet Gudang semen dan alat-alat Papan nama proyek Air Kerja Penerangan dan keselamatan kerja Dokumentasi dan administrasi
II
PEKERJAAN TANAH Galian tanah pondasi Urug tanah bekas galian Urug pasir bawah lantai kerja Timbunan tanah bawah lantai
SATUAN VOLUME 03
HARGA SATUAN
JUMLAH HARGA
05
06
04
Ls Ls Ls m2 m2 Ls Ls Ls Ls
1.00 1.00 1.00 12.00 12.00 1.00 1.00 1.00 1.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp
6,165,000.00 1,500,000.00 1,000,000.00 729,741.11 1,020,567.46 500,000.00 500,000.00 2,000,000.00 1,000,000.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
6,165,000.00 1,500,000.00 1,000,000.00 8,756,893.37 12,246,809.52 500,000.00 500,000.00 2,000,000.00 1,000,000.00 33,668,702.89
m3 m3 m3 m3
17.99 17.01 0.58 3.40
Rp Rp Rp Rp
40,120.00 19,231.00 456,430.00 376,075.00
Rp Rp Rp Rp Rp
721,871.14 327,119.31 264,546.83 1,279,407.15 2,592,944.42
m2 m2 m3 m2
5.63 101.67 0.53 0.58
Rp Rp Rp Rp
358,342.50 339,642.50 1,334,190.00 1,334,190.00
Rp Rp Rp Rp
2,018,256.63 34,531,249.19 706,053.35 773,296.52
m3 m3 m3 m3 m3 m3 m3 m3 m3 m3
10.46 0.91 0.24 0.86 1.66 0.45 1.18 1.59 1.00 1.81
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
5,339,960.96 6,025,314.21 7,272,791.41 6,350,999.18 6,350,999.18 6,654,439.58 10,734,280.03 11,273,729.63 7,632,444.83 5,676,940.03
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
55,845,311.72 5,466,165.05 1,741,106.26 5,441,536.10 10,562,981.84 3,018,453.79 12,713,681.27 17,898,173.16 7,597,335.58 10,300,239.99 168,613,840.45
m2 m2 m2 m2 m2 m2 bh
128.68 12.02 205.86 8.37 37.95 1.29 2.00
Rp Rp Rp Rp Rp Rp Rp
59,557.50 64,452.50 54,690.00 718,095.00 770,389.23 735,325.00 3,500,000.00
Rp Rp Rp Rp Rp Rp Rp Rp
7,664,085.42 774,744.83 11,258,417.77 6,007,870.01 29,237,195.77 945,039.69 7,000,000.00 62,887,353.49
m2 m2 m2
275.02 Rp 275.02 Rp 79.94 Rp
36,401.00 Rp 22,913.20 Rp 22,913.20 Rp Rp
10,011,003.02 6,301,588.26 1,831,681.21 18,144,272.49
Sub Total 1. 2. 3. 4.
Sub Total III 1. 2. 3. 4. 5.
PEKERJAAN PASANGAN DAN BETON Pas. dinding batu bata ad. 1:2 Pas. Dinding batu bata, ad. 1:4 Lantai kerja beton ad. 1:3:5, tebal 5 cm Rabat beton, ad. 1:3:5, tebal 5 cm Pekerjaan Beton : - Foot plate beton ad. 1:2:3 90 kg/m3 - Balok sloof beton 20/30 cm ad. 1:2:3 110 kg/m3 - Balok sloof beton 12/20 cm ad. 1:2:3 147 kg/m3 - Balok lantai 15/30 cm ad. 1:2:3 114 kg/m3 - Balok level 15/30 cm ad. 1:2:3 114 kg/m3 - Balok plat dak 15/20 cm ad. 1:2:3 123 kg/m3 - Sirip beton tebal 10 cm ad. 1:2:3 240 kg/m3 - Plat beton tebal 10 cm ad. 1:2:3 256 kg/m3 - Plat lantai, tebal 12 cm ad. 1:2:3 148 kg/m3 - Plat dak, tebal 10 cm ad. 1:2:3 90 kg/m3 Sub Total
IV 1. 2. 3. 4. 5. 6. 8.
PEKERJAAN PLESTERAN DAN LANTAI Plesteran beton, ad. 1:3 Plesteran dinding, ad. 1:2 Plesteran dinding, ad. 1:5 Dinding lapis keramik 20/20 cm (polos) Lantai keramik 30/30 cm (polos) Lantai keramik 20/20 cm (anti slip) Kusen + pintu 2 buah dan finishing cat duco Sub Total
V
PEKERJAAN PENGECATAN 1. Acian dan plamir dinding 2. Cat dinding dengan metrolitte 3. Cat plafon/plat lantai dengan metrolitte Sub Total
1of 2
NO
URAIAN PEKERJAAN
01 VI 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12.
02 PEKERJAAN BESI KACA DAN PENGGANTUNG Engsel pintu 4" Kunci tanam 2 slaag Kunci pintu wc/km Grendel pintu wc/km Kaca reben 5 mm Kosen pintu alumunium Pipa medium GIP 3" Pipa medium GIP 2" Besi anti petir Tangga putar menara Biaya pengelasan Baut, mur dan angkur
VII 1. 2. 3. 4. 5. 6. 7. 8
PEKERJAAN INSTALASI LISTRIK Titik cahaya Lampu philips SL 18 watt Lampu philips SL 8 watt Saklar ganda Saklar tunggal Stop kontak Panel MCB 1 grup Pengadaan dan Pemasangan Lampu Suar
VIII 1. 2. 3. 4. 5. 5. 6. 7. 8. 9. 10. 11.
PEKERJAAN SANITAIR Kloset jongkok porselin lengkap Bak air lapis keramik untuk kloset Kran air vernekel Floor drain/saringan Pas. Pipa gip 1/2'' Sok Gip 1/2'' Knee gip 1/2'' Seal tape Instalasi air bersih Instalasi pembuangan air kotor Pipa PVC 2" untuk air hujan Septiktank dan peresapan + lengkap
SATUAN VOLUME 03
HARGA SATUAN
JUMLAH HARGA
05
06
04
Psg bh bh bh m2 m' m' m' Ls Ls Ls Ls
5.00 1.00 1.00 1.00 20.50 113.70 39.40 18.30 1.00 1.00 1.00 1.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
56,679.75 340,145.00 96,720.00 39,219.75 528,222.15 146,400.00 386,647.20 201,498.26 3,000,000.00 15,000,000.00 5,000,000.00 1,000,000.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
283,398.75 340,145.00 96,720.00 39,219.75 10,828,554.08 16,645,680.00 15,233,899.68 3,687,418.12 3,000,000.00 15,000,000.00 5,000,000.00 1,000,000.00 71,155,035.38
ttk bh bh bh bh bh unit unit
7.00 4.00 1.00 2.00 3.00 2.00 2.00 1.00
Rp Rp Rp Rp Rp Rp Rp Rp
383,760.00 68,160.00 59,880.00 47,250.00 40,950.00 44,100.00 358,800.00 5,000,000.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp
2,686,320.00 272,640.00 59,880.00 94,500.00 122,850.00 88,200.00 717,600.00 5,000,000.00 9,041,990.00
bh bh bh bh m' bh bh bh ls ls m' ls
1.00 1.00 1.00 1.00 36.00 6.00 6.00 4.00 1.00 1.00 20.00 1.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
719,931.00 2,580,000.00 67,200.00 70,809.00 51,081.56 20,400.00 6,600.00 6,000.00 1,500,000.00 765,000.00 42,430.50 15,000,000.00
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
719,931.00 2,580,000.00 67,200.00 70,809.00 1,838,936.09 122,400.00 39,600.00 24,000.00 1,500,000.00 765,000.00 848,610.00 15,000,000.00 23,576,486.09
Sub Total
Sub Total
Sub Total
2of 2
ANALISA HARGA SATUAN PEKERJAAN PEKERJAAN PERSIAPAN : 1 An. SNI. 2002, Untuk 1 M' Pagar Sementara Dari Seng Gelombang Tinggi 2 meter Upah : 0.400 1.200 0.020 0.020 Bahan : 1.250 2.500 1.200 0.005 0.009 0.072 0.060 0.450
Oh Oh Oh Oh
Pekerja Tukang Kayu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp. Rp. Rp. Rp.
34,800.00 117,600.00 2,020.00 2,660.00
Btg Kg Lbr 3 M 3 M 3 M Kg Kg
Dolken Kayu f 8 - 10 / 400 cm Semen Portland Seng Gelombang 3" - 5" Pasir Beton Koral Beton Kayu 5 / 7 kls. II Paku campur Menie Besi
@ @ @ @ @ @ @ @
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
35,000.00 2,750.00 63,096.00 357,500.00 422,500.00 2,208,250.00 28,153.20 34,398.00 Jumlah
= = = = = = = = =
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
43,750.00 6,875.00 75,715.20 1,787.50 3,802.50 158,994.00 1,689.19 15,479.10 465,172.49
2 An. SNI. 2002, Untuk 1 M' Pengukuran dan Pemasangan Bouwplank Upah : 0.100 0.100 0.010 0.005 Bahan : 0.012 0.020 0.007
Oh Oh Oh Oh 3
M Kg 3 M
Pekerja Tukang Kayu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp. Rp. Rp. Rp.
8,700.00 9,800.00 1,010.00 665.00
Kayu 5 / 7 kls. II Paku campur Kayu Papan 3 / 20 kls. II
@ Rp. @ Rp. @ Rp.
2,208,250.00 28,153.20 2,208,250.00 Jumlah
= = = =
Rp. Rp. Rp. Rp.
26,499.00 563.06 15,457.75 62,694.81
@ Rp. @ Rp.
87,000.00 133,000.00 Jumlah
= Rp. = Rp. = Rp.
8,700.00 6,650.00 15,350.00
3 An. SNI. 2002, Untuk Membersihkan Lapangan Dan Peralatan Upah : 0.100 Oh 0.050 Oh
Pekerja Mandor
4 An.SNI 2002, 1 M2 Pembuatan Direksi Keet/ Kantor sementara: Upah: 1.000 0.200 0.020 0.050 Bahan: 0.210 0.004 0.030 0.050 1.500 0.020
Oh Oh Oh Oh 3
M Kg 3 M 3 M Lbr Kg
Pekerja Tkg. Kayu Kepala tkg. Kayu Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp. Rp. Rp. Rp.
87,000.00 19,600.00 2,020.00 6,650.00
Kayu klas II Semen Pasir pasang Batu Kerikil Seng gelombang BJLS 0,25 Paku campur
@ @ @ @ @ @
Rp. Rp. Rp. Rp. Rp. Rp.
2,208,250.00 2,750.00 357,500.00 422,500.00 78,876.00 28,153.20 Jumlah
= = = = = = =
Rp. Rp. Rp. Rp. Rp. Rp. Rp.
463,732.50 11.55 10,725.00 21,125.00 118,314.00 563.06 729,741.11
1of 15
5 An. SNI. 2002, Untuk Pembuatan Gudang Semen Dan Alat - Alat Upah : 1.000 2.000 0.200 0.050 Bahan : 1.700 0.210 0.300 10.500 0.030 0.050 1.500
Oh Oh Oh Oh
Pekerja Tukang Kayu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp. Rp. Rp. Rp.
87,000.00 196,000.00 20,200.00 6,650.00
Btg 3 M Kg Kg M3 M3 Lbr
Dolken Kayu f 8 - 10 / 400 cm Kayu kls. II Paku Biasa Semen Portland Pasir Beton Koral Beton Seng Gelombang BJLS 25
@ @ @ @ @ @ @
Rp. Rp. Rp. Rp. Rp. Rp. Rp.
35,000.00 2,208,250.00 28,153.20 2,750.00 357,500.00 422,500.00 78,876.00 Jumlah
= = = = = = =
Rp. Rp. Rp. Rp. Rp. Rp. Rp. = Rp.
59,500.00 463,732.50 8,445.96 28,875.00 10,725.00 21,125.00 118,314.00 1,020,567.46
87,000.00 133,000.00 Jumlah
= Rp. = Rp. = Rp.
34,800.00 5,320.00 40,120.00
87,000.00 133,000.00 Jumlah
= Rp. = Rp. = Rp.
45,762.00 6,916.00 52,678.00
@ Rp. @ Rp.
87,000.00 133,000.00 Jumlah
= Rp. = Rp. = Rp.
54,375.00 8,246.00 62,621.00
@ Rp. @ Rp.
87,000.00 133,000.00 Jumlah
= Rp. = Rp. = Rp.
16,704.00 2,527.00 19,231.00
Pekerja Mandor
@ Rp. @ Rp.
87,000.00 133,000.00
= Rp. = Rp.
26,100.00 1,330.00
Pasir Urugan
@ Rp.
357,500.00 Jumlah
= Rp. = Rp.
429,000.00 456,430.00
@ Rp. @ Rp.
87,000.00 133,000.00
= Rp. = Rp.
21,750.00 3,325.00
PEKERJAAN TANAH : 3 1 An. SNI. 2002, Untuk 1 M Galian Tanah Biasa Sedalam 1 s/d 2 Meter
Upah : 0.400 Oh 0.040 Oh
Pekerja Mandor
@ Rp. @ Rp.
An. SNI. 2002, Untuk 1 M3 Galian Tanah Biasa Sedalam 2 Meter lebih Upah : 0.526 Oh 0.052 Oh
Pekerja Mandor
@ Rp. @ Rp.
3
2 An. SNI. 2002, Untuk 1 M Galian Tanah Keras Sedalam 1 s/d 2 Meter Upah : 0.625 Oh 0.062 Oh
Pekerja Mandor
3 3 An. SNI. 2002, Untuk 1 M Urugan Kembali
Upah : 0.192 Oh 0.019 Oh
Pekerja Mandor
3 4 An. SNI. 2002, Untuk 1 M Urugan Pasir
Upah : 0.300 Oh 0.010 Oh Bahan : 3 1.200 M
3 5 An. SNI 2002, 1 M Urugan tanah
Upah : 0.2500 Oh 0.0250 Oh
Pekerja Mandor
2of 15
Bahan : 3 1.2000 M
Tanah
@ Rp.
292,500.00 Jumlah
= Rp. = Rp.
351,000.00 376,075.00
PEKERJAAN PASANGAN : 3 1 An. SNI. 2002, Untuk 1 M Pasang Pondasi Batu Kali, 1 Pc : 4 Ps
Upah : 1.500 0.600 0.060 0.075 Bahan : 1.100 163.000 0.520
Oh Oh Oh Oh
Pekerja Tukang Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp. Rp. Rp. Rp.
130,500.00 58,800.00 6,060.00 9,975.00
M3 Kg 3 M
Batu kali Semen Portland Pasir Pasang
@ Rp. @ Rp. @ Rp.
422,500.00 2,750.00 357,500.00 Jumlah
= = = =
Rp. Rp. Rp. Rp.
464,750.00 448,250.00 185,900.00 1,304,235.00
3 2 An. SNI. 2002, Untuk 1 M Pasang Pondasi Batu Kali, 1 Pc : 5 Ps
Upah : 1.500 0.600 0.060 0.075 Bahan : 1.100 136.000 0.544
Oh Oh Oh Oh 3
M Kg 3 M
Pekerja Tukang Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp. Rp. Rp. Rp.
130,500.00 58,800.00 6,060.00 9,975.00
Batu kali Semen Portland Pasir Pasang
@ Rp. @ Rp. @ Rp.
422,500.00 2,750.00 357,500.00 Jumlah
= = = =
Rp. Rp. Rp. Rp.
464,750.00 374,000.00 194,480.00 1,238,565.00
= = = =
Rp. Rp. Rp. Rp.
67,860.00 38,220.00 3,939.00 5,187.00
= Rp. = Rp.
507,000.00 622,206.00
3
3 An. SNI. 2002, Untuk 1 M Pasang Pondasi Batu Kosong Upah : 0.780 0.390 0.039 0.039 Bahan : 1.200
Oh Oh Oh Oh
Pekerja Tukang Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
M3
Batu Kali
@ Rp.
422,500.00 Jumlah
2
4 An. SNI. 2002, Untuk 1 M Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 2 Ps Upah : 0.320 0.100 0.010 0.015 Bahan : 70.000 18.950 0.038
Oh Oh Oh Oh
Pekerja Tukang Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp. Rp. Rp. Rp.
27,840.00 9,800.00 1,010.00 1,995.00
Bh Kg 3 M
Bata Merah 5 x 11 x 22 Cm Semen Portland Pasir Pasangan
@ Rp. @ Rp. @ Rp.
3,600.00 2,750.00 357,500.00 Jumlah
= = = =
Rp. Rp. Rp. Rp.
252,000.00 52,112.50 13,585.00 358,342.50
3of 15
2 5 An. SNI. 2002, Untuk 1 M Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 4 Ps
Upah : 0.320 0.100 0.010 0.015 Bahan : 70.000 11.500 0.043
Oh Oh Oh Oh
Pekerja Tukang Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp. Rp. Rp. Rp.
27,840.00 9,800.00 1,010.00 1,995.00
Bh Kg 3 M
Bata Merah 5 x 11 x 22 Cm Semen Portland Pasir Pasangan
@ Rp. @ Rp. @ Rp.
3,600.00 2,750.00 357,500.00 Jumlah
= = = =
Rp. Rp. Rp. Rp.
252,000.00 31,625.00 15,372.50 339,642.50
2 6 An. SNI. 2002, Untuk 1 M Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 5 Ps
Upah : 0.320 0.100 0.010 0.015 Bahan : 70.000 9.680 0.045
Oh Oh Oh Oh
Pekerja Tukang Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp. Rp. Rp. Rp.
27,840.00 9,800.00 1,010.00 1,995.00
Bh Kg 3 M
Bata Merah 5 x 11 x 22 Cm Semen Portland Pasir Pasangan
@ Rp. @ Rp. @ Rp.
3,600.00 2,750.00 357,500.00 Jumlah
= = = =
Rp. Rp. Rp. Rp.
252,000.00 26,620.00 16,087.50 335,352.50
= = = =
Rp. Rp. Rp. Rp.
17,400.00 14,700.00 1,515.00 1,330.00
= Rp. = Rp. = Rp.
23,430.00 6,077.50 64,452.50
= = = =
Rp. Rp. Rp. Rp.
17,400.00 14,700.00 1,515.00 1,330.00
= Rp. = Rp. = Rp.
17,820.00 6,792.50 59,557.50
= = = =
17,400.00 14,700.00 1,515.00 1,330.00
PEKERJAAN PLESTERAN : 2 1 An. SNI. 2002, Untuk 1 M Plesteran 1 Pc : 2 Ps, Tebal 15 mm
Upah : 0.200 0.150 0.015 0.010 Bahan : 8.520 0.017
Oh Oh Oh Oh
Pekerja Tukang batu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
Kg 3 M
Semen Portland Pasir Pasangan
@ Rp. @ Rp.
2,750.00 357,500.00 Jumlah
2 2 An. SNI. 2002, Untuk 1 M Plesteran 1 Pc : 3 Ps, Tebal 15 mm
Upah : 0.200 0.150 0.015 0.010 Bahan : 6.480 0.019
Oh Oh Oh Oh
Pekerja Tukang batu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
Kg 3 M
Semen Portland Pasir Pasangan
@ Rp. @ Rp.
2,750.00 357,500.00 Jumlah
2 3 An. SNI. 2002, Untuk 1 M Plesteran 1 Pc : 4 Ps, Tebal 15 mm
Upah : 0.200 0.150 0.015 0.010
Oh Oh Oh Oh
Pekerja Tukang batu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
Rp. Rp. Rp. Rp.
4of 15
Bahan : 5.200 0.002
Kg 3 M
Semen Portland Pasir Pasangan
@ Rp. @ Rp.
2,750.00 357,500.00 Jumlah
= Rp. = Rp. = Rp.
14,300.00 715.00 49,960.00
= = = =
Rp. Rp. Rp. Rp.
17,400.00 14,700.00 1,515.00 1,330.00
= Rp. = Rp. = Rp.
11,880.00 7,865.00 54,690.00
= = = =
Rp. Rp. Rp. Rp.
12,180.00 10,780.00 1,111.00 1,330.00
= Rp. = Rp.
11,000.00 36,401.00
2 4 An. SNI. 2002, Untuk 1 M Plesteran 1 Pc : 5 Ps, Tebal 15 mm
Upah : 0.200 0.150 0.015 0.010 Bahan : 4.320 0.022
Oh Oh Oh Oh
Pekerja Tukang batu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
Kg M3
Semen Portland Pasir Pasangan
@ Rp. @ Rp.
2,750.00 357,500.00 Jumlah
5 An.G5 b + G53 : 1 M2 Mengaci dinding tembok: Upah: 0.140 0.110 0.011 0.010 Bahan: 4.000
Oh Oh Oh Oh
Pekerja Tukang Batu Kepala Tukang Mandor
Kg Semen
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
@ Rp.
2,750.00 Jumlah
PEKERJAAN BETON : 3 1 An. SNI. 2002, Untuk 1 M membuat beton tumbuk, 1 Pc : 3 Ps : 5 Kr
Upah : 1.650 0.250 0.025 0.080 Bahan : 218.000 0.520 0.870
Oh Oh Oh Oh
Pekerja Tukang Batu Kepala Tukang Mandor
@ @ @ @
Rp Rp Rp Rp
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp Rp Rp Rp
143,550.00 24,500.00 2,525.00 10,640.00
Kg 3 M 3 M
Semen portland Pasir beton Koral beton
@ Rp @ Rp @ Rp
2,750.00 357,500.00 422,500.00 Jumlah
= = = =
Rp Rp Rp Rp.
599,500.00 185,900.00 367,575.00 1,334,190.00
3
2 An. SNI. 2002, Untuk 1 M membuat beton bertulang, 1 Pc : 2 Ps : 3 Kr. Upah : 2.000 0.350 0.035 1.000 Bahan : 336.000 0.540 0.810
Oh Oh Oh Oh
Pekerja Tukang Batu Kepala Tukang Mandor
@ @ @ @
Rp Rp Rp Rp
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp Rp Rp Rp
174,000.00 34,300.00 3,535.00 133,000.00
Kg 3 M M3
Semen portland Pasir beton Batu pecah 1/3 cm
@ Rp @ Rp @ Rp
2,750.00 357,500.00 422,500.00 Jumlah
= = = =
Rp Rp Rp Rp.
924,000.00 193,050.00 342,225.00 1,804,110.00
5of 15
3 3 An. SNI. 2002, Untuk 1 M membuat beton dengan mutu K 300.
Tenaga : 6.000 1.000 0.100 0.300 Bahan : 430.000 0.516 0.690 1.000
Oh Oh Oh Oh
Pekerja Tukang batu Kepala Tukang Mandor
@ @ @ @
Rp Rp Rp Rp
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp Rp Rp Rp
522,000.00 98,000.00 10,100.00 39,900.00
Kg 3 M 3 M 3 M
Semen Portland Pasir beton Koral beton Bakesting + siram bongkar
@ @ @ @
Rp Rp Rp Rp
2,750.00 357,500.00 422,500.00 501,446.96 Jumlah
= = = = =
Rp Rp Rp Rp Rp.
1,182,500.00 184,470.00 291,525.00 501,446.96 2,829,941.96
@ @ @ @
Rp Rp Rp Rp
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp Rp Rp Rp
522,000.00 98,000.00 10,100.00 39,900.00
3 4 An. SNI. 2002, Untuk 1 M membuat beton dengan mutu K 225.
Tenaga : 6.000 1.000 0.100 0.300 Bahan : 388.000
Oh Oh Oh Oh
Pekerja Tukang batu Kepala Tukang Mandor
Kg 3 M
Semen Portland
@ Rp
2,750.00
= Rp
1,067,000.00
0.650
Pasir beton
@ Rp
357,500.00
= Rp
232,375.00
0.650
M
Koral beton
@ Rp
422,500.00
= Rp
274,625.00
Bakesting + siram bongkar
@ Rp
501,446.96 Jumlah
= Rp = Rp.
501,446.96 2,745,446.96
1.000
3 3
M
5 An. SNI. 2002, Untuk 1 Kg Pembesian dengan besi polos atau besi ulir . Upah : 0.007 0.007 0.007 0.003 Bahan : 1.050 0.015
Oh Oh Oh Oh
Pekerja Tukang besi Kepala tukang Mandor
@ @ @ @
Rp Rp Rp Rp
87,000.00 98,000.00 101,000.00 133,000.00
Kg Kg
Besi beton (polos/ulir) Kawat beton
@ Rp @ Rp
29,400.00 29,640.00 Jumlah
= = = =
Rp Rp Rp Rp
609.00 686.00 707.00 399.00
= Rp = Rp = Rp.
30,870.00 444.60 33,715.60
2 6 An. SNI. 2002, Untuk 1 M Pasang bekisting untuk pondasi.
Tenaga : 0.300 0.260 0.026 0.005 Bahan : 0.040 0.300 0.100
Oh Oh Oh Oh 3
M Kg Ltr
Pekerja Tukang kayu Kepala Tukang Mandor
@ @ @ @
Rp Rp Rp Rp
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp Rp Rp Rp
26,100.00 25,480.00 2,626.00 665.00
Kayu terenteng Paku campur Minyak bekisting
@ Rp @ Rp @ Rp
2,208,250.00 28,153.20 18,000.00 Jumlah
= = = =
Rp Rp Rp Rp.
88,330.00 8,445.96 1,800.00 153,446.96
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp Rp Rp Rp
26,100.00 25,480.00 2,626.00 665.00
2 7 An. SNI. 2002, Untuk 1 M Pasang bekisting untuk sloof.
Upah : 0.300 0.260 0.026 0.005
Oh Oh Oh Oh
Pekerja Tukang kayu Kepala Tukang Mandor
@ @ @ @
Rp Rp Rp Rp
6of 15
Bahan : 3 0.045 M 0.300 Kg 0.100 Ltr
Kayu terenteng Paku campur Minyak bekisting
@ Rp @ Rp @ Rp
2,208,250.00 28,153.20 18,000.00 Jumlah
= = = =
Rp Rp Rp Rp.
99,371.25 8,445.96 1,800.00 164,488.21
2 8 An. SNI. 2002, Untuk 1 M Pasang bekisting untuk kolom.
Tenaga : 0.300 0.330 0.033 0.006 Bahan : 0.040 0.400 0.200 0.015 0.350 2.000
Oh Oh Oh Oh
Pekerja Tukang kayu Kepala Tukang Mandor
@ @ @ @
Rp Rp Rp Rp
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp Rp Rp Rp
26,100.00 32,340.00 3,333.00 798.00
M3 Kg Ltr 3 M Lbr Btg
Kayu terenteng Paku campur Minyak bekisting Balok kayu borneo Plywood tebal 9 mm Dolken kayu galam ө-8-10/4 m
@ @ @ @ @ @
Rp Rp Rp Rp Rp Rp
2,208,250.00 28,153.20 18,000.00 2,208,250.00 228,000.00 35,000.00 Jumlah
= = = = = = =
Rp Rp Rp Rp Rp Rp Rp.
88,330.00 11,261.28 3,600.00 33,123.75 79,800.00 70,000.00 348,686.03
Pekerja Tukang kayu Kepala Tukang Mandor
@ @ @ @
Rp Rp Rp Rp
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp Rp Rp Rp
26,100.00 32,340.00 3,333.00 798.00
Kayu terenteng Paku campur Minyak bekisting Balok kayu borneo Plywood tebal 9 mm Dolken kayu galam f-8-10/4 m
@ @ @ @ @ @
Rp Rp Rp Rp Rp Rp
2,208,250.00 28,153.20 18,000.00 2,208,250.00 228,000.00 35,000.00 Jumlah
= = = = = = =
Rp Rp Rp Rp Rp Rp Rp.
88,330.00 11,261.28 3,600.00 39,748.50 79,800.00 70,000.00 355,310.78
Pekerja Tukang batu Kepala Tukang Mandor
@ @ @ @
Rp Rp Rp Rp
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp Rp Rp Rp
27,840.00 32,340.00 3,333.00 798.00
Kayu terenteng Paku campur Minyak bekisting Balok kayu borneo Plywood tebal 9 mm Dolken kayu galam f-8-10/4 m
@ @ @ @ @ @
Rp Rp Rp Rp Rp Rp
2,208,250.00 28,153.20 18,000.00 2,208,250.00 228,000.00 35,000.00 Jumlah
= = = = = = =
Rp Rp Rp Rp Rp Rp Rp.
88,330.00 11,261.28 3,600.00 33,123.75 79,800.00 210,000.00 490,426.03
@ @ @ @
Rp Rp Rp Rp
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp Rp Rp Rp
26,100.00 32,340.00 3,333.00 798.00
2 9 An. SNI. 2002, Untuk 1 M Pasang bekisting untuk balok.
Upah : 0.300 0.330 0.033 0.006 Bahan : 0.040 0.400 0.200 0.018 0.350 2.000
Oh Oh Oh Oh 3
M Kg Ltr 3 M Lbr Btg
2 10 An. SNI. 2002, Untuk 1 M Pasang bekisting untuk lantai.
Tenaga : 0.320 0.330 0.033 0.006 Bahan : 0.040 0.400 0.200 0.015 0.350 6.000
Oh Oh Oh Oh 3
M Kg Ltr 3 M Lbr Btg
2
11 An. SNI. 2002, Untuk 1 M Pasang bekisting untuk dinding. Tenaga : 0.300 0.330 0.033 0.006
Oh Oh Oh Oh
Pekerja Tukang kayu Kepala Tukang Mandor
7of 15
Bahan : 0.030 0.400 0.200 0.020 0.350 3.000 4.000
3
M Kg Ltr 3 M Lbr Btg Bh
Kayu terenteng Paku campur Minyak bekisting Balok kayu borneo Plywood tebal 9 mm Dolken kayu galam f-8-10/4 m Formtie/penjaga jarak bekisting/spacer
@ @ @ @ @ @ @
Rp Rp Rp Rp Rp Rp Rp
2,208,250.00 28,153.20 18,000.00 2,208,250.00 228,000.00 35,000.00 18,000.00 Jumlah
= = = = = = = =
Rp Rp Rp Rp Rp Rp Rp Rp.
66,247.50 11,261.28 3,600.00 44,165.00 79,800.00 105,000.00 72,000.00 444,644.78
Pekerja Tukang kayu Kepala Tukang Mandor
@ @ @ @
Rp Rp Rp Rp
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp Rp Rp Rp
27,840.00 32,340.00 3,333.00 798.00
Kayu terenteng Paku campur Minyak bekisting Balok kayu borneo Plywood tebal 9 mm Dolken kayu galam f-8-10/4 m
@ @ @ @ @ @
Rp Rp Rp Rp Rp Rp
2,208,250.00 28,153.20 18,000.00 2,208,250.00 228,000.00 35,000.00 Jumlah
= = = = = = =
Rp Rp Rp Rp Rp Rp Rp.
66,247.50 11,261.28 2,700.00 33,123.75 79,800.00 70,000.00 327,443.53
= Rp = Rp.
34,800.00 348,000.00
2 12 An. SNI. 2002, Untuk 1 M Pasang bekisting untuk tangga.
Tenaga : 0.320 0.330 0.033 0.006 Bahan : 0.030 0.400 0.150 0.015 0.350 2.000
Oh Oh Oh Oh 3
M Kg Ltr 3 M Lbr Btg
13 An. SNI 2002, 1 M2 Siram dan Bongkar Upah : 0.400 Oh Pekerja 10.000 Untuk 1 M3 Diperlukan 10 M2 Srm/Bkr
@ Rp @ Rp
87,000.00 34,800.00
Untuk 1 m3 Pekerjaan Pondasi Pembesian Kg/M3 90.00 3,034,404.00 138.00 4,652,752.80
Beton 1 : 2 : 3 1,804,110.00 1,804,110.00
Bakisting 153,446.96 153,446.96
Bongakar Siram 348,000.00 348,000.00
Jumlah 5,339,960.96 6,958,309.76
Untuk 1 m3 Pekerjaan Sloof Pembesian Kg/M3 106.00 3,573,853.60 110.00 3,708,716.00 116.00 3,911,009.60 123.00 4,147,018.80 147.00 4,956,193.20
Beton 1 : 2 : 3 1,804,110.00 1,804,110.00 1,804,110.00 1,804,110.00 1,804,110.00
Bakisting 164,488.21 164,488.21 164,488.21 164,488.21 164,488.21
Bongakar Siram 348,000.00 348,000.00 348,000.00 348,000.00 348,000.00
Jumlah 5,890,451.81 6,025,314.21 6,227,607.81 6,463,617.01 7,272,791.41
Untuk 1 m3 Pekerjaan Balok Pembesian Kg/M3 85.00 2,865,826.00 106.00 3,573,853.60 114.00 3,843,578.40 4,147,018.80 123.00 130.00 4,383,028.00
Beton 1 : 2 : 3 1,804,110.00 1,804,110.00 1,804,110.00 1,804,110.00 1,804,110.00
Bakisting 355,310.78 355,310.78 355,310.78 355,310.78 355,310.78
Bongakar Siram 348,000.00 348,000.00 348,000.00 348,000.00 348,000.00
Jumlah 5,373,246.78 6,081,274.38 6,350,999.18 6,654,439.58 6,890,448.78
Untuk 1 m3 Pekerjaan Kolom Pembesian Kg/M3 50.00 1,685,780.00 99.00 3,337,844.40 100.00 3,371,560.00 122.00 4,113,303.20 152.00 5,124,771.20
Beton 1 : 2 : 3 1,804,110.00 1,804,110.00 1,804,110.00 1,804,110.00 1,804,110.00
Bakisting 348,686.03 348,686.03 348,686.03 348,686.03 348,686.03
Bongakar Siram 348,000.00 348,000.00 348,000.00 348,000.00 348,000.00
Jumlah 4,186,576.03 5,838,640.43 5,872,356.03 6,614,099.23 7,625,567.23
8of 15
Untuk 1 m3 Pekerjaan Plat Lantai Pembesian Kg/M3 25.00 842,890.00 35.00 1,180,046.00 41.00 1,382,339.60 90.00 3,034,404.00 110.00 3,708,716.00 148.00 4,989,908.80 240.00 8,091,744.00 256.00 8,631,193.60 263.00 8,867,202.80 359.00 12,103,900.40 419.00 14,126,836.40
Beton 1 : 2 : 3 1,804,110.00 1,804,110.00 1,804,110.00 1,804,110.00 1,804,110.00 1,804,110.00 1,804,110.00 1,804,110.00 1,804,110.00 1,804,110.00 1,804,110.00
Bakisting 490,426.03 490,426.03 490,426.03 490,426.03 490,426.03 490,426.03 490,426.03 490,426.03 490,426.03 490,426.03 490,426.03
Bongakar Siram 348,000.00 348,000.00 348,000.00 348,000.00 348,000.00 348,000.00 348,000.00 348,000.00 348,000.00 348,000.00 348,000.00
Jumlah 3,485,426.03 3,822,582.03 4,024,875.63 5,676,940.03 6,351,252.03 7,632,444.83 10,734,280.03 11,273,729.63 11,509,738.83 14,746,436.43 16,769,372.43
PEKERJAAN SANITAIR : 1 An. SNI. 2002, Untuk Memasang 1 buah kloset jongkok keramik Upah : 1.000 1.500 1.500 0.160 Bahan : 1.000 6.000 0.010
Oh Oh Oh Oh
Pekerja Tukang batu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp. Rp. Rp. Rp.
87,000.00 147,000.00 151,500.00 21,280.00
Bh Kg M³
Kloset jongkok keramik Semen portland Pasir pasangan
@ Rp. @ Rp. @ Rp.
293,076.00 2,750.00 357,500.00 Jumlah
= = = =
Rp. Rp. Rp. Rp.
293,076.00 16,500.00 3,575.00 719,931.00
2 An. SNI. 2002, Untuk Memasang 1 buah urinoir keramik Upah : 1.000 1.000 0.100 0.100 Bahan : 1.000 30% 6.000 0.010
Oh Oh Oh Oh
Pekerja Tukang batu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 10,100.00 13,300.00
Bh Hrg Kg M³
Urinoir keramik Perlengkapan Semen portland Pasir pasangan
@ @ @ @
Rp. Rp. Rp. Rp.
900,000.00 270,000.00 2,750.00 357,500.00 Jumlah
= = = = =
Rp. Rp. Rp. Rp. Rp.
900,000.00 81,000.00 16,500.00 3,575.00 1,209,475.00
9of 15
3 An. SNI. 2002, Untuk Memasang 1 buah wastafel keramik + cermin lengkap Upah : 1.200 0.450 0.150 0.100 Bahan : 1.000 12% 6.000 0.010
Oh Oh Oh Oh
Pekerja Tukang batu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp. Rp. Rp. Rp.
104,400.00 44,100.00 15,150.00 13,300.00
Bh Hrg Kg M³
Wastafel keramik + cermin lengkap Perlengkapan Semen portland Pasir pasangan
@ @ @ @
Rp. Rp. Rp. Rp.
475,200.00 57,024.00 2,750.00 357,500.00 Jumlah
= = = = =
Rp. Rp. Rp. Rp. Rp.
475,200.00 6,842.88 16,500.00 3,575.00 679,067.88
4 An. SNI. 2002, Untuk Memasang 1 buah bak mandi batu bata volume 0,30 m³ Upah : 6.000 3.000 0.300 0.300 Bahan : 0.400 120.000 0.300 360.000 6.000
Oh Oh Oh Oh
Pekerja Tukang batu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp. Rp. Rp. Rp.
522,000.00 294,000.00 30,300.00 39,900.00
M³ Kg M³ Bh Kg
Batu bata Semen portland Pasir pasangan Porselen (11 x 11) cm Semen Warna
@ @ @ @ @
Rp. Rp. Rp. Rp. Rp.
3,600.00 2,750.00 357,500.00 1,800.00 225,500.00 Jumlah
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
1,440.00 330,000.00 107,250.00 648,000.00 1,353,000.00 3,325,890.00
= = = =
Rp. Rp. Rp. Rp.
4,698.00 8,820.00 909.00 3,591.00
= Rp. = Rp. = Rp.
30,000.96 3,062.60 51,081.56
= = = =
Rp. Rp. Rp. Rp.
9,396.00 17,640.00 1,818.00 718.20
= Rp. = Rp. = Rp.
156,000.96 15,925.10 201,498.26
5 An. SNI. 2002, Untuk Memasang 1 m' pipa galvanis diameter ½" Upah : 0.054 0.090 0.009 0.027 Bahan : 1.200 35.0%
Oh Oh Oh Oh
Pekerja Tukang batu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
M' Hrg
Pipa galvanis Perlengkapan
@ Rp. @ Rp.
25,000.80 8,750.28 Jumlah
6 An. SNI. 2002, Untuk Memasang 1 m' pipa galvanis diameter 2" Upah : 0.108 0.180 0.018 0.0054 Bahan : 1.200 35.0%
Oh Oh Oh Oh
Pekerja Tukang batu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
M' Hrg
Pipa galvanis Perlengkapan
@ Rp. @ Rp.
130,000.80 45,500.28 Jumlah
10of 15
7 An. SNI. 2002, Untuk Memasang 1 m' pipa galvanis diameter 3" Upah : 0.108 0.180 0.018 0.0054 Bahan : 1.200 35.0%
Oh Oh Oh Oh
Pekerja Tukang batu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
M' Hrg
Pipa galvanis Perlengkapan
@ Rp. @ Rp.
270,000.00 94,500.00 Jumlah
= = = =
Rp. Rp. Rp. Rp.
9,396.00 17,640.00 1,818.00 718.20
= Rp. = Rp. = Rp.
324,000.00 33,075.00 386,647.20
8 An. SNI. 2002, Untuk Memasang 1buah Floor drain Upah : 0.010 0.100 0.010 0.005 Bahan : 1.000
Oh Oh Oh Oh
Pekerja Tukang batu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
Bh
Floor drain
@ Rp.
58,464.00 Jumlah
= = = =
Rp. Rp. Rp. Rp.
870.00 9,800.00 1,010.00 665.00
= Rp. = Rp.
58,464.00 70,809.00
PEKERJAAN PENUTUP LANTAI DAN DINDING : 2 1 An. SNI. 2002, Untuk 1 M pasang lantai keramik 20 x 20 cm
Upah : 0.620 0.350 0.035 0.030
Oh Oh Oh Oh
Pekerja Tukang batu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp. Rp. Rp. Rp.
53,940.00 34,300.00 3,535.00 3,990.00
Bahan : 25.000 11.380 0.042 1.500
Bh Kg M³ Kg
keramik 20 x 20 cm Semen portland Pasir pasangan Semen warna
@ @ @ @
Rp. Rp. Rp. Rp.
10,200.00 2,750.00 357,500.00 225,500.00 Jumlah
= = = = =
Rp. Rp. Rp. Rp. Rp.
255,000.00 31,295.00 15,015.00 338,250.00 735,325.00
2 2 An. SNI. 2002, Untuk 1 M pasang lantai keramik 30 x 30 cm
Upah : 0.620 0.350 0.035 0.030 Bahan : 12.000 14.150 0.039 2.000
Oh Oh Oh Oh
Pekerja Tukang batu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp. Rp. Rp. Rp.
53,940.00 34,300.00 3,535.00 3,990.00
Bh Kg M³ Kg
Keramik 30 x 30 cm Semen portland Pasir pasangan Semen warna
@ @ @ @
Rp. Rp. Rp. Rp.
14,230.77 2,750.00 357,500.00 225,500.00 Jumlah
= = = = =
Rp. Rp. Rp. Rp. Rp.
170,769.23 38,912.50 13,942.50 451,000.00 770,389.23
11of 15
2 3 An. SNI. 2002, Untuk 1 M pasang lantai keramik 40 x 40 cm
Upah : 0.620 0.350 0.035 0.030 Bahan : 7.000 14.150 0.039 2.000
Oh Oh Oh Oh
Pekerja Tukang batu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp. Rp. Rp. Rp.
53,940.00 34,300.00 3,535.00 3,990.00
Bh Kg M³ Kg
Keramik 40 x 40 cm Semen portland Pasir pasangan Semen warna
@ @ @ @
Rp. Rp. Rp. Rp.
47,500.00 2,750.00 357,500.00 225,500.00 Jumlah
= = = = =
Rp. Rp. Rp. Rp. Rp.
332,500.00 38,912.50 13,942.50 451,000.00 932,120.00
2 4 An. SNI. 2002, Untuk 1 M pasang dinding keramik 10 x 20 cm
Upah : 0.600 0.450 0.045 0.030 Bahan : 50.000 9.300 0.018 1.500
Oh Oh Oh Oh
Pekerja Tukang batu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp. Rp. Rp. Rp.
52,200.00 44,100.00 4,545.00 3,990.00
Bh Kg M³ Kg
Keramik 10 x 20 cm Semen abu-abu Pasir pasangan Semen warna
@ @ @ @
Rp. Rp. Rp. Rp.
2,280.00 2,750.00 357,500.00 225,500.00 Jumlah
= = = = =
Rp. Rp. Rp. Rp. Rp.
114,000.00 25,575.00 6,435.00 338,250.00 589,095.00
2 5 An. SNI. 2002, Untuk 1 M pasang dinding keramik 20 x 20 cm
Upah : 0.600 0.450 0.045 0.030 Bahan : 25.000 9.300 0.018 1.500
Oh Oh Oh Oh
Pekerja Tukang batu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp. Rp. Rp. Rp.
52,200.00 44,100.00 4,545.00 3,990.00
Bh Kg M³ Kg
Keramik 20 x 20 cm Semen abu-abu Pasir pasangan Semen warna
@ @ @ @
Rp. Rp. Rp. Rp.
9,720.00 2,750.00 357,500.00 225,500.00 Jumlah
= = = = =
Rp. Rp. Rp. Rp. Rp.
243,000.00 25,575.00 6,435.00 338,250.00 718,095.00
PEKERJAAN PENGECATAN : 2
1 An. SNI. 2002, Untuk 1 M pengecatan bidang kayu baru (1 lapi plamir), 1 lapis cat dasar, 2 lapis cat penutup. Upah : 0.0700 0.0090 0.0060 0.0025 Bahan : 0.2000 0.1500 0.1700 0.2600
Oh Oh Oh Oh
Pekerja Tukang cat Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp. Rp. Rp. Rp.
6,090.00 882.00 606.00 332.50
Kg Kg Kg Kg
Cat meni Plamir Cat dasar Cat penutup 2 kali
@ @ @ @
Rp. Rp. Rp. Rp.
34,398.00 29,640.00 23,400.00 62,400.00 Jumlah
= = = = =
Rp. Rp. Rp. Rp. Rp.
6,879.60 4,446.00 3,978.00 16,224.00 39,438.10
12of 15
2 2 An. SNI. 2002, Untuk 1 M peleburan bidang kayu dengan politur.
Upah : 0.0600 0.0160 0.0025 Bahan : 0.1500 0.3720 2.0000
Oh Oh Oh
Tukang cat Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp.
98,000.00 101,000.00 133,000.00
= Rp. = Rp. = Rp.
5,880.00 1,616.00 332.50
Ltr Ltr Lbr
Politur Politur jadi Ampelas
@ Rp. @ Rp. @ Rp.
52,794.00 52,794.00 7,800.00 Jumlah
= = = =
Rp. Rp. Rp. Rp.
7,919.10 19,639.37 15,600.00 50,986.97
2 3 An. SNI. 2002, Untuk 1 M pengecatan tembok baru (1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup).
Upah : 0.0200 0.0630 0.0063 0.0025 Bahan : 0.1000 0.1000 0.2600
Oh Oh Oh Oh
Pekerja Tukang cat Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp. Rp. Rp. Rp.
1,740.00 6,174.00 636.30 332.50
Kg Kg Kg
Plamir Cat dasar Cat penutup 2 x
@ Rp. @ Rp. @ Rp.
24,960.00 18,000.00 37,440.00 Jumlah
= = = =
Rp. Rp. Rp. Rp.
2,496.00 1,800.00 9,734.40 22,913.20
2 4 An. SNI. 2002, Untuk 1 M pengecatan tembok baru (1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup) dengan cat aquaproof
Upah : 0.0200 0.0630 0.0063 0.0025 Bahan : 0.1000 0.1000 0.2600
Oh Oh Oh Oh
Pekerja Tukang cat Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
= = = =
Rp. Rp. Rp. Rp.
1,740.00 6,174.00 636.30 332.50
Kg Kg Kg
Plamir Cat dasar Cat penutup 2 x dgn aquaproof
@ Rp. @ Rp. @ Rp.
24,960.00 18,000.00 75,840.00 Jumlah
= = = =
Rp. Rp. Rp. Rp.
2,496.00 1,800.00 19,718.40 32,897.20
= = = =
Rp. Rp. Rp. Rp.
1,740.00 19,600.00 2,020.00 1,330.00
= Rp. = Rp. = Rp.
3,439.80 144.00 28,273.80
2 5 An. SNI. 2002, Untuk 1 M pengecatan permukaan baja dengan meni besi.
Upah : 0.0200 0.2000 0.0200 0.0100 Bahan : 0.1000 0.0100
Oh Oh Oh Oh
Pekerja Tukang cat Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
Kg Bh
Meni besi Kuas
@ Rp. @ Rp.
34,398.00 14,400.00 Jumlah
13of 15
PEKERJAAN PENGGANTUNG / PENGUNCI DAN KACA : 1 An. SNI. 2002, Untuk 1 Buah pasang kunci tanam mutu baik Upah : 0.010 0.500 0.010 0.005 Bahan : 1.000
Oh Oh Oh Oh
Pekerja Tukang kayu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
Bh
Kunci tanam mutu baik
@ Rp.
87,000.00 98,000.00 101,000.00 133,000.00 288,600.00 Jumlah
= = = =
Rp. Rp. Rp. Rp.
870.00 49,000.00 1,010.00 665.00
= Rp. = Rp.
288,600.00 340,145.00
2 An. SNI. 2002, Untuk 1 Buah pasang engsel pintu Upah : 0.015 0.150 0.015 0.00075 Bahan : 1.000
Oh Oh Oh Oh
Pekerja Tukang kayu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
Bh
Engsel pintu
@ Rp.
87,000.00 98,000.00 101,000.00 133,000.00 39,060.00 Jumlah
= = = =
Rp. Rp. Rp. Rp.
1,305.00 14,700.00 1,515.00 99.75
= Rp. = Rp.
39,060.00 56,679.75
3 An. SNI. 2002, Untuk 1 Buah pasang engsel jendela Upah : 0.010 0.100 0.010 0.0005 Bahan : 1.000
Oh Oh Oh Oh
Pekerja Tukang kayu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
Bh
Engsel jendela
@ Rp.
87,000.00 98,000.00 101,000.00 133,000.00 29,358.00 Jumlah
= = = =
Rp. Rp. Rp. Rp.
870.00 9,800.00 1,010.00 66.50
= Rp. = Rp.
29,358.00 41,104.50
= = = =
Rp. Rp. Rp. Rp.
1,305.00 14,700.00 1,515.00 99.75
= Rp. = Rp.
30,000.00 47,619.75
= = = =
Rp. Rp. Rp. Rp.
1,305.00 14,700.00 1,515.00 99.75
= Rp. = Rp.
21,600.00 39,219.75
4 An. SNI. 2002, Untuk 1 Buah pasang kait angin Upah : 0.015 0.150 0.015 0.00075 Bahan : 1.000
Oh Oh Oh Oh
Pekerja Tukang kayu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
Bh
Kait angin
@ Rp.
87,000.00 98,000.00 101,000.00 133,000.00 30,000.00 Jumlah
5 An. SNI. 2002, Untuk 1 Buah pasang grendel pintu/jendela Upah : 0.015 0.150 0.015 0.00075 Bahan : 1.000
Oh Oh Oh Oh
Pekerja Tukang kayu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
Bh
Grendel
@ Rp.
87,000.00 98,000.00 101,000.00 133,000.00 21,600.00 Jumlah
14of 15
2 6 An. SNI. 2002, Untuk 1 M pasang kaca bening, tebal 5 mm
Upah : 0.015 0.150 0.015 0.00075 Bahan : 1.100
Oh Oh Oh Oh
Pekerja Tukang kayu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
M²
Kaca bening t = 5 mm
@ Rp.
87,000.00 98,000.00 101,000.00 133,000.00 386,826.00 Jumlah
= = = =
Rp. Rp. Rp. Rp.
1,305.00 14,700.00 1,515.00 99.75
= Rp. = Rp.
425,508.60 443,128.35
2 7 An. SNI. 2002, Untuk 1 M pasang kaca buram, tebal 5 mm
Upah : 0.015 0.150 0.015 0.00075 Bahan : 1.100
Oh Oh Oh Oh
Pekerja Tukang kayu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
M²
Kaca buram t = 5 mm
@ Rp.
471,360.00 Jumlah
= = = =
Rp. Rp. Rp. Rp.
1,305.00 14,700.00 1,515.00 99.75
= Rp. = Rp.
518,496.00 536,115.75
2 8 An. SNI. 2002, Untuk 1 M pasang kaca reiben, tebal 5 mm
Upah : 0.015 0.150 0.015 0.00075 Bahan : 1.100
Oh Oh Oh Oh
Pekerja Tukang kayu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
M²
Kaca reiben t = 5 mm
@ Rp.
464,184.00 Jumlah
= = = =
Rp. Rp. Rp. Rp.
1,305.00 14,700.00 1,515.00 99.75
= Rp. = Rp.
510,602.40 528,222.15
15of 15
DAFTAR HARGA SATUAN UPAH No.
Uraian
Sat.
Upah
1
2
3
4
1 2 3 4
Pekerja Tukang Kepala Tukang Mandor
Or/Hr Or/Hr Or/Hr Or/Hr
Rp. Rp. Rp. Rp.
87,000.00 98,000.00 101,000.00 133,000.00
DAFTAR HARGA SATUAN BAHAN No.
Uraian
Sat.
Harga Bahan
1
2
3
4
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36
Tanah Urug Sirtu Pasir Urug Pasir Beton / Pasang Kerikil Batu pecah 1/3 cm Batu Kali Batu Batako Kayu Klas I (Kayu Besi) Kayu Klas I (Kayu Lenggua) Papan Kayu Klas I (Kayu Besi) Papan Kayu Klas I (Kayu Lenggua) Kayu Klas II (Kayu Makila/Meranti) Kayu Klas II (Kayu Campuran) Papan Kayu Klas II (Kayu Makila/Meranti) Papan Kayu Klas II (Campuran) Dolken kayu galam Ǿ 8-10/4 m Formtie/ penjaga jarak bekisting Mur dan baut Semen PC 50 Kg Semen Putih Semen Warna Besi Beton Besi beton Ø 10 mm Besi beton Ø 16 mm Kawat Beton (Bendrat) Besi strip Keramik 40/40 cm (polos) Keramik 30/30 cm (polos) Keramik 30/30 cm (anti slip) Keramik 20/20 cm (anti slip) Keramik 20/20 cm (polos) Keramik 11/11 cm (polos) Keramik 10/20 cm (polos) Tripleks 3 mm Tripleks 4 mm
M3 M3 M3 M3 M3 M3 M3 BH M3 M3 M3 M3 M3 M3 M3 M3 Btg BH BH ZAK ZAK KG KG Staf Staf Kg Kg Bh Bh Bh Bh Bh Bh Bh Lbr Lbr
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
292,500.00 357,500.00 357,500.00 357,500.00 422,500.00 422,500.00 422,500.00 3,600.00 4,166,250.00 4,166,250.00 4,166,250.00 4,166,250.00 2,208,250.00 2,208,250.00 2,208,250.00 2,208,250.00 35,000.00 18,000.00 26,400.00 137,500.00 225,500.00 225,500.00 29,400.00 146,760.00 645,840.00 29,640.00 17,520.00 47,500.00 14,230.77 12,600.00 10,200.00 9,720.00 1,800.00 2,280.00 76,800.00 108,000.00
1of 3
No.
Uraian
Sat.
Harga Bahan
1
2
3
4
37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81
Teakwood Tripleks lapis alumiunium Kalsiboard Plywood 9 mm Lies Profil 4/4 cm kayu klas II Lies Profil 3/3 cm kayu klas II Zink Gelombang BJLS 0,25 mm Zink Gelombang BJLS 0,20 mm Zink Licin BJLS 0,25 mm Zink Licin BJLS 0,20 mm Genteng metal Nok genteng metal Paku Genteng metal Paku Zink Paku Jembatan Paku Tripleks Biasa Paku Tripleks putih Paku Semua Ukuran Kaca Bening 3 mm Kaca Bening 5 mm Kaca reiben 5 mm Kaca Buram 5 mm Kunci Pintu Tanam 2 Slag Kunci Pintu WC/KM Engsel Pintu Nilon 4" Engsel Pintu Nilon 3" Kait Angin Jendela/Ventilasi Kuningan Grendel Pintu Kertas Amplas semua ukuran Plamir Tembok Boyo Plamir Kayu / Dumpul Kayu Nipon Lem kayu Cat Dasar Kayu Kembang Cat Dasar tembok Cat Tembok Metrolite Cat Aquaproof Cat Kayu Glotex Politur Jadi Cat Menie Nippon Paint Minyak Cat Tinner A Minyak Cat (Tineer) Minyak bakesting Kuas Klosed jongkok keramik Urinaoir keramik
Lbr Lbr Lbr Lbr M' M' Lbr Lbr Lbr Lbr Lbr Lbr KG KG KG KG KG KG M2 M2 M2 M2 Bh Bh Psg Psg Psg Bh Lbr KG KG LTR KG KG KG KG KG KG KG LTR LTR LTR Bh Bh Bh
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
132,000.00 174,000.00 184,800.00 228,000.00 12,600.00 10,800.00 78,876.00 63,096.00 97,902.00 78,312.00 78,750.00 86,688.00 38,586.00 38,586.00 42,000.00 31,282.80 37,538.40 28,153.20 350,106.00 386,826.00 464,184.00 471,360.00 288,600.00 96,720.00 39,060.00 29,358.00 30,000.00 21,600.00 7,800.00 24,960.00 29,640.00 21,000.00 23,400.00 18,000.00 37,440.00 75,840.00 62,400.00 52,794.00 34,398.00 15,750.00 15,750.00 18,000.00 14,400.00 293,076.00 900,000.00
2of 3
No.
Uraian
Sat.
Harga Bahan
1
2
3
4
82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117
Washtafel keramik + cermin lengkap Bak air lapis keramik Floor drain Titik Cahaya Lampu TL 40 Watt Komplet merk Philips Lampu Philips SL 18 Watt + Vitting Lampu Philips SL 8 Watt + Vitting Saklar Ganda Broco Inbouw Saklar Tunggal Broco Inbouw Stop Kontak Broco Inbouw Panel MCB 10 A Kusen Alumunium Pipa GIP Medium A dia. 1/2'' Pipa GIP Medium A dia. 3/4'' Pipa GIP Medium A dia. 1'' Pipa GIP Medium A dia. 1 1/2'' Pipa GIP Medium A dia. 2'' Pipa GIP Medium A dia. 3'' Pipa GIP Medium A dia. 4'' Pipa PVC dia. 4'' Pipa PVC dia. 3'' Pipa PVC dia. 2'' Pipa hawa GIP dia. 1.5'' Pipa hawa GIP dia. 2'' Tee Gip dia. 2'' x 1 1/2'' Dop Gip dia. 1 1/2'' Knie Gip dia. 1/2'' x 90° Nepel Gip dia. 1/2'' Tee Gip dia. 1/2'' x 1/2'' Atap Kran dia. 1/2'' Valve Socket dia. 1/2'' Dop Gip dia. 1 1/2'' Sock Gip dia. 1 1/2'' Sock Gip dia. 1/2''
Karet paking t = 3 mm Seal Tape
Bh Bh Bh TTK BH BH BH BH BH BH BH /M' /M' /M' /M' /M' /M' /M' /M' /M' /M' /M' /Bh /Bh /Bh /Bh /Bh /Bh /Bh /Bh /Bh /Bh /Bh /Bh /Bh /Bh
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
475,200.00 2,580,000.00 58,464.00 383,760.00 270,000.00 68,160.00 59,880.00 47,250.00 40,950.00 44,100.00 358,800.00 146,400.00 25,000.80 30,000.00 49,000.80 75,000.00 130,000.80 270,000.00 350,000.40 60,826.50 52,132.50 42,430.50 240,000.00 360,000.00 57,000.00 25,200.00 6,600.00 9,000.00 18,600.00 67,200.00 132,000.00 12,000.00 30,000.00 20,400.00 78,000.00 6,000.00
3of 3
