Upload File

sni bangunan

56
DAFTAR ANALISA ANALISA U R A IA N P E K E R J A A N KOEF. SAT. I. P E K E R J A A N TANAH SNI. 03-2835-2002 Galian tanah biasa sedalam 1 meter. Pekerja 0.400 Oh Mandr 0.040 Oh !"mlah #$ - Dibulatkan Rp - SNI. 03-2835-2002 Galian tanah biasa sedalam 2 meter. Pekerja 0.52% Oh Mandr 0.052 Oh !"mlah #$ - Dibulatkan Rp - SNI. 03-2835-2002 Galian tanah biasa sedalam 3 meter. Pekerja 0.&35 Oh Mandr 0.0&3 Oh !"mlah #$ - Dibulatkan Rp - SNI. 03-2835-2002 Galian tanah keras sedalam 1 meter. Pekerja 0.%25 Oh Mandr 0.0%2 Oh !"mlah #$ - Dibulatkan Rp - SNI. 03-2835-2002 Galian tanah 'adas sedalam 1 meter. Pekerja 1.250 Oh Mandr 0.125 Oh !"mlah #$ - Dibulatkan Rp - SNI. 03-2835-2002 Galian tanah l"m$"r sedalam 1 meter. Pekerja 0.823 Oh Mandr 0.083 Oh !"mlah #$ - Dibulatkan Rp - SNI. 03-2835-2002 Pekerjaan stri$$in( setin((i 1 meter Pekerja 0.050 Oh Mandr 0.005 Oh !"mlah #$ - Dibulatkan Rp - SNI. 03-2835-2002 Pemb"an(an tanah seja"h 150 meter Pekerja 0.51% Oh Mandr 0.050 Oh !"mlah #$ - Dibulatkan Rp - SNI. 03-2835-2002 )r"(an kembali Pekerja 0.1*2 Oh Mandr 0.01* Oh !"mlah #$ - Dibulatkan Rp - SNI. 03-2835-2002 Pemadatan +anah Pekerja 0.500 Oh Mandr 0.050 Oh !"mlah #$ - Dibulatkan Rp - SNI. 03-2835-2002 )r"(an $asir Pasir )r"( 1200 M, Pekerja 0.300 Oh Mandr 0.010 Oh !"mlah #$ - Dibulatkan Rp - SNI. 03-2835-2002 a$isan $"del 'am$"ran 1 $ / 3 Ps / & + . Pasir )r"( 0.330 M, a$"r$adam 0.10* M, +anah liat 0.&%3 M, Pekerja 0.833 Oh +"kan( bat" 0.41% Oh e$ala t"kan( 0.040 Oh SATUAN HARGA 1 m, 1 m, 1 m, 1 m, 1 m, 1 m, 1 m 1 m, 1 m, 1 m, 1 m, 1 m,

Upload: jogie-suaduon

Post on 06-Oct-2015

45 views

Category:

Documents


0 download

Report

DESCRIPTION

SNI Master

TRANSCRIPT

Sheet1DAFTAR ANALISAANALISAU R A I A N P E K E R J A A NKOEF.SAT.HARGA SATUAN (Rp.)JUMLAH HARGA (Rp.)I.P E K E R J A A N TANAHSNI. 03-2835-20021 mGalian tanah biasa sedalam 1 meter.Pekerja0.400Oh0.0Mandor0.040Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2835-20021 mGalian tanah biasa sedalam 2 meter.Pekerja0.526Oh0.0Mandor0.052Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2835-20021 mGalian tanah biasa sedalam 3 meter.Pekerja0.735Oh0.0Mandor0.073Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2835-20021 mGalian tanah keras sedalam 1 meter.Pekerja0.625Oh0.0Mandor0.062Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2835-20021 mGalian tanah cadas sedalam 1 meter.Pekerja1.250Oh0.0Mandor0.125Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2835-20021 mGalian tanah lumpur sedalam 1 meter.Pekerja0.823Oh0.0Mandor0.083Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2835-20021 mPekerjaan stripping setinggi 1 meterPekerja0.050Oh0.0Mandor0.005Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2835-20021 mPembuangan tanah sejauh 150 meterPekerja0.516Oh0.0Mandor0.050Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2835-20021 mUrugan kembaliPekerja0.192Oh0.0Mandor0.019Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2835-20021 mPemadatan TanahPekerja0.500Oh0.0Mandor0.050Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2835-20021 mUrugan pasirPasir Urug1200M0.0Pekerja0.300Oh0.0Mandor0.010Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2835-20021 mLapisan pudel campuran 1 Kp : 3 Ps : 7 TL.Pasir Urug0.330M0.0Kapur padam0.109M0.0Tanah liat0.763M0.0Pekerja0.833Oh0.0Tukang batu0.416Oh0.0Kepala tukang0.040Oh0.0Mandor0.083Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2835-20021 mLapisan pudel campuran 1 Kp : 5 TL.Kapur padam0.200M0.0Tanah liat1.000M0.0Pekerja0.833Oh0.0Tukang batu0.416Oh0.0Kepala tukang0.041Oh0.0Mandor0.081Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2835-20021 mPemasangan Lapisan ijuk.Ijuk1.200M0.0Pekerja0.150Oh0.0Mandor0.015Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2835-20021 mUrugan sirtuSirtu1.200M0.0Pekerja0.250Oh0.0Mandor0.025Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2835-20021 mPembuatan jalan sementara, tebal 25 cm.Batu belah0.275M0.0Kerikil0.030M0.0Pasir0.050M0.0Pekerja1.000Oh0.0Mandor0.100Oh0.0Jumlah0.0Dibulatkan0.0II.PEKERJAAN PONDASISNI. 03-2836-20021 mPasang pondasi batu kali, 1 Pc : 1 PsBatu belah 15/20 cm1.100M0.0Semen portland392.000Kg0.0Pasir pasang0.314M0.0Pekerja1.500Oh0.0Tukang batu0.600Oh0.0Kepala tukang0.060Oh0.0Mandor0.075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2836-20021 mPasang pondasi batu kali, 1 Pc : 2 PsBatu belah 15/20 cm1.100M0.0Semen portland267.000Kg0.0Pasir pasang0.427M0.0Pekerja1.500Oh0.0Tukang batu0.600Oh0.0Kepala tukang0.060Oh0.0Mandor0.075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2836-20021 mPasang pondasi batu kali, 1 Pc : 2.5 PsBatu belah 15/20 cm1.100M0.0Semen portland392.000Kg0.0Pasir pasang0.314M0.0Pekerja1.500Oh0.0Tukang batu0.600Oh0.0Kepala tukang0.060Oh0.0Mandor0.075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2836-20021 mPasang pondasi batu kali, 1 Pc : 3 PsBatu belah 15/20 cm1.100M0.0Semen portland202.000Kg0.0Pasir pasang0.485M0.0Pekerja1.500Oh0.0Tukang batu0.600Oh0.0Kepala tukang0.060Oh0.0Mandor0.075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2836-20021 mPasang pondasi batu kali, 1 Pc : 4 PsBatu belah 15/20 cm1.100M0.0Semen portland163.000Kg0.0Pasir pasang0.520M0.0Pekerja1.500Oh0.0Tukang batu0.600Oh0.0Kepala tukang0.060Oh0.0Mandor0.075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2836-20021 mPasang pondasi batu kali, 1 Pc : 5 PsBatu belah 15/20 cm1.100M0.0Semen portland136.000Kg0.0Pasir pasang0.544M0.0Pekerja1.500Oh0.0Tukang batu0.600Oh0.0Kepala tukang0.060Oh0.0Mandor0.075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2836-20021 mPasang pondasi batu kali, 1 Pc : 6 PsBatu belah 15/20 cm1.100M0.0Semen portland117.000Kg0.0Pasir pasang0.561M0.0Pekerja1.500Oh0.0Tukang batu0.600Oh0.0Kepala tukang0.060Oh0.0Mandor0.075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2836-20021 mPasang pondasi batu kali, 1 Pc : 8 PsBatu belah 15/20 cm1.100M0.0Semen portland91.000Kg0.0Pasir pasang0.561M0.0Pekerja1.500Oh0.0Tukang batu0.600Oh0.0Kepala tukang0.060Oh0.0Mandor0.075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2836-20021 mPasang pondasi batu kali, 1 Kp : 1 Sm : 1 Ps.Batu belah 15/20 cm1.100M0.0Kapur pasang0.229Kg0.0Semen Merah0.229M0.0Pasir pasang0.544M0.0Pekerja1.500Oh0.0Tukang batu0.600Oh0.0Kepala tukang0.060Oh0.0Mandor0.075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2836-20021 mPasang pondasi batu kali, 1 Kp : 1 Sm : 2 Ps.Batu belah 15/20 cm1.100M0.0Kapur pasang0.170Kg0.0Semen Merah0.170M0.0Pasir pasang0.340M0.0Pekerja1.500Oh0.0Tukang batu0.600Oh0.0Kepala tukang0.060Oh0.0Mandor0.075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2836-20021 mPasang pondasi batu kali, 1 Pc : Kp : 4 Ps.Batu belah 15/20 cm1.100M0.0Semen portland156.000Kg0.0Kapur pasang0.032M0.0Pasir pasang0.584M0.0Pekerja1.500Oh0.0Tukang batu0.600Oh0.0Kepala tukang0.060Oh0.0Mandor0.075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2836-20021 mPasang pondasi batu kali, 1 Pc : 3 Kp : 10 Ps.Batu belah 15/20 cm1.100M0.0Semen portland61.000Kg0.0Kapur pasang0.147M0.0Pasir pasang0.492M0.0Pekerja1.500Oh0.0Tukang batu0.600Oh0.0Kepala tukang0.060Oh0.0Mandor0.075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2836-20021 mPasang pondasi batu kali, Pc : 1 Kp : 4 Ps.Batu belah 15/20 cm1.100M0.0Semen portland41.000Kg0.0Kapur pasang0.131M0.0Pasir pasang0.523M0.0Pekerja1.500Oh0.0Tukang batu0.600Oh0.0Kepala tukang0.060Oh0.0Mandor0.075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2836-20021 mPasang pondasi batu kosongBatu belah 15/20 cm1.200M0.0Pasir urug0.300M0.0Pekerja0.780Oh0.0Tukang batu0.390Oh0.0Kepala tukang0.039Oh0.0Mandor0.039Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2836-20021 mPasang pondasi siklop 40% batu kaliBesi beton75.000Kg0.0Semen portland202.000Kg0.0Pasir beton0.320M0.0Koral beton0.490M0.0Kawat beton0.800Kg0.0Pekerja3.000Oh0.0Tukang batu0.850Oh0.0Kepala tukang0.085Oh0.0Mandor0.150Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2836-20021 mPasang pondasi sumuran diameter 100 CmBatu belah 15/20 cm0.450M0.0Semen portland280.000Kg0.0Pasir beton0.450M0.0Koral beton0.670M0.0Pekerja2.380Oh0.0Tukang batu0.300Oh0.0Kepala tukang0.030Oh0.0Mandor0.080Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2836-20021 m'Pembuatan tiang pancang (40 X 40) Cm, beton bertulangPasir urug darat0.019M0.0Pasir beton0.094M0.0Koral beton0.150M0.0Semen portland60.50Kg0.0Besi beton45.00Kg0.0Kawat beton0.900Kg0.0Kayu Kaso 5/70.032M0.0Paku0.120Kg0.0Minyak bekisting0.090Lt0.0Plamuur tembok0.240Kg0.0Pekerja1.000Oh0.0Tukang batu0.670Oh0.0Kepala tukang0.067Oh0.0Mandor0.050Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2836-20021 m'Pembuatan tiang pancang (35 X 35) Cm, beton bertulangPasir urug darat0.016M0.0Pasir beton0.080M0.0Koral beton0.125M0.0Semen portland49.00Kg0.0Besi beton34.50Kg0.0Kawat beton0.700Kg0.0Kayu Kaso 5/70.027M0.0Paku0.120Kg0.0Minyak bekisting0.090Lt0.0Plamuur tembok0.200Kg0.0Pekerja0.800Oh0.0Tukang batu0.500Oh0.0Kepala tukang0.050Oh0.0Mandor0.040Oh0.0Jumlah0.0Dibulatkan0.0III.PEKERJAAN DINDINGSNI. 03-2837-20021 mPasangan bata merah tebal 1 bata, 1 Pc : 1 PsBata merah 5 x 11 x 22 cm140.000Bh0.0Semen portland64.030Kg0.0Pasir pasang0.059M0.0Pekerja0.650Oh0.0Tukang batu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.030Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPasangan bata merah tebal 1 bata, 1 Pc : 2 PsBata merah 5 x 11 x 22 cm140.000Bh0.0Semen portland43.500Kg0.0Pasir pasang0.080M0.0Pekerja0.650Oh0.0Tukang batu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.030Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPasangan bata merah tebal 1 bata, 1 Pc : 3 PsBata merah 5 x 11 x 22 cm140.000Bh0.0Semen portland32.950Kg0.0Pasir pasang0.091M0.0Pekerja0.650Oh0.0Tukang batu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.030Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPasangan bata merah tebal 1 bata, 1 Pc : 4 PsBata merah 5 x 11 x 22 cm140.000Bh0.0Semen portland26.550Kg0.0Pasir pasang0.093M0.0Pekerja0.650Oh0.0Tukang batu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.030Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPasangan bata merah tebal 1 bata, 1 Pc : 5 PsBata merah 5 x 11 x 22 cm140.000Bh0.0Semen portland22.200Kg0.0Pasir pasang0.102M0.0Pekerja0.650Oh0.0Tukang batu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.030Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPasangan bata merah tebal 1 bata, 1 Pc : 6 PsBata merah 5 x 11 x 22 cm140.000Bh0.0Semen portland22.200Kg0.0Pasir pasang0.102M0.0Pekerja0.650Oh0.0Tukang batu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.030Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPasangan bata merah tebal 1 bata, 1 Pc : 3 Kp : 10 PsBata merah 5 x 11 x 22 cm140.000Bh0.0Semen portland10.080Kg0.0Pasir pasang0.0925M0.0Kapur pasang0.0275M0.0Pekerja0.650Oh0.0Tukang batu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.030Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPasangan bata merah tebal bata, 1 Pc : 1 PsBata merah 5 x 11 x 22 cm70.000Bh0.0Semen portland27.800Kg0.0Pasir pasang0.028M0.0Pekerja0.320Oh0.0Tukang batu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.015Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPasangan bata merah tebal bata, 1 Pc : 2 PsBata merah 5 x 11 x 22 cm70.000Bh0.0Semen portland18.950Kg0.0Pasir pasang0.038M0.0Pekerja0.320Oh0.0Tukang batu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.015Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPasangan bata merah tebal bata, 1 Pc : 3 PsBata merah 5 x 11 x 22 cm70.000Bh0.0Semen portland14.370Kg0.0Pasir pasang0.040M0.0Pekerja0.320Oh0.0Tukang batu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.015Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPasangan bata merah tebal bata, 1 Pc : 4 PsBata merah 5 x 11 x 22 cm70.000Bh0.0Semen portland11.500Kg0.0Pasir pasang0.043M0.0Pekerja0.320Oh0.0Tukang batu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.015Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPasangan bata merah tebal bata, 1 Pc : 5 PsBata merah 5 x 11 x 22 cm70.000Bh0.0Semen portland9.680Kg0.0Pasir pasang0.045M0.0Pekerja0.320Oh0.0Tukang batu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.015Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPasangan bata merah tebal bata, 1 Pc : 6 PsBata merah 5 x 11 x 22 cm70.000Bh0.0Semen portland8.320Kg0.0Pasir pasang0.049M0.0Pekerja0.320Oh0.0Tukang batu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.015Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPasangan bata merah tebal bata, 1 Pc : 8 PsBata merah 5 x 11 x 22 cm70.000Bh0.0Semen portland6.500Kg0.0Pasir pasang0.050M0.0Pekerja0.320Oh0.0Tukang batu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.015Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPasangan bata merah tebal bata, 1 Pc : 3 Kp :10 PsBata merah 5 x 11 x 22 cm70.000Bh0.0Semen portland4.500Kg0.0Pasir pasang0.050M0.0Kapur padam0.015M0.0Pekerja0.320Oh0.0Tukang batu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.015Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPasangan bata merah tebal bata, 1 Kp : 1 Sm : 1 PsBata merah 5 x 11 x 22 cm70.000Bh0.0Semen merah / bata merah tumbuk0.018M0.0Pasir pasang0.018M0.0Kapur padam0.018M0.0Pekerja0.320Oh0.0Tukang batu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.015Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPasangan bata merah tebal bata, 1 Kp : 1 Sm : 2 PsBata merah 5 x 11 x 22 cm70.000Bh0.0Semen merah0.014Kg0.0Pasir pasang0.028M0.0Kapur padam0.014M0.0Pekerja0.320Oh0.0Tukang batu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.015Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPasangan dinding hollowblock (HB.20)Hollow block (HB. 20)12.500Bh0.0Sement portland13.500Kg0.0Pasir pasang0.048M0.0Besi beton polos1.950Kg0.0Pekerja0.350Oh0.0Tukang batu0.150Oh0.0Kepala tukang0.015Oh0.0Mandor0.017Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPasangan dinding hollowblock (HB.15)Hollow block (HB. 15)12.500Bh0.0Sement portland10.450Kg0.0Pasir pasang0.038M0.0Besi beton polos1.950Kg0.0Pekerja0.320Oh0.0Tukang batu0.120Oh0.0Kepala tukang0.012Oh0.0Mandor0.015Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPasangan dinding hollowblock (HB.10)Hollow block (HB. 10)12.500Bh0.0Sement portland7.500Kg0.0Pasir pasang0.027M0.0Besi beton polos1.950Kg0.0Pekerja0.320Oh0.0Tukang batu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.015Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPasangan dinding conblock (CB.20)Concrete block (CB. 20)12.500Bh0.0Sement portland14.050Kg0.0Pasir beton0.004M0.0Pasir pasang0.042M0.0Besi beton polos3.870Kg0.0Paku biasa 2" -5"0.006Kg0.0Kayu terentang0.001Kg0.0Kawat beton0.030Kg0.0Koral beton0.005Kg0.0Pekerja0.370Oh0.0Tukang batu0.157Oh0.0Tukang besi0.007Oh0.0Kepala tukang0.0164Oh0.0Mandor0.0185Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPasangan dinding conblock (CB.15)Concrete block (CB. 15)12.500Bh0.0Sement portland14.460Kg0.0Pasir beton0.003M0.0Pasir pasang0.032M0.0Besi beton polos 8 mm0.870Kg0.0Paku biasa 2" -5"0.004Kg0.0Kayu terentang0.001Kg0.0Kawat beton0.020Kg0.0Koral beton0.004Kg0.0Pekerja0.340Oh0.0Tukang batu0.130Oh0.0Tukang besi0.007Oh0.0Kepala tukang0.0137Oh0.0Mandor0.017Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPasangan dinding conblock (CB.10)Concrete block (CB. 10)12.500Bh0.0Sement portland7.200Kg0.0Pasir beton0.002M0.0Pasir pasang0.021M0.0Besi beton polos2.540Kg0.0Paku biasa 2" -5"0.003Kg0.0Kayu terentang0.001Kg0.0Kawat beton0.015Kg0.0Koral beton0.003Kg0.0Pekerja0.340Oh0.0Tukang batu0.107Oh0.0Tukang besi0.007Oh0.0Kepala tukang0.0114Oh0.0Mandor0.017Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPasang dinding lantaiBondbeam 40x20x20 cm2.500Bh0.0Semen portland5.100Kg0.0Pasir beton0.080M0.0Besi beton polos1.500Kg0.0Koral beton0.150M0.0Pekerja0.100Oh0.0Tukang batu0.030Oh0.0Tukang besi0.030Oh0.0Kepala tukang0.006Oh0.0Mandor0.005Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPasang dinding roster/terawang (12 x 11 x 24) cmRoster/terawang36.000Bh0.0Semen portland12.800Kg0.0Pasir pasang0.035M0.0Pekerja0.300Oh0.0Tukang batu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.015Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPasang bata berongga ukuran (5 x 11 x 24) cmBata berongga80.000Bh0.0Semen portland23.650Kg0.0Pasir pasang0.570M0.0Pekerja0.320Oh0.0Tukang batu0.150Oh0.0Kepala tukang0.015Oh0.0Mandor0.015Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPasang dinding anyaman bambu, rangka kayuBilik bambu1.500M0.0Kayu 5/70.014M0.0Paku0.012Kg0.0List kayu 2/40.003M0.0Pekerja0.100Oh0.0Tukang batu0.050Oh0.0Kepala tukang0.005Oh0.0Mandor0.002Oh0.0Jumlah0.0Dibulatkan0.0IV.PEKERJAAN PLESTERANSNI. 03-2837-20021 mPlesteran 1 Pc : 1 Ps, tebal 15 mm.Semen portland12.920Kg0.0Pasir pasang0.013M0.0Pekerja0.200Oh0.0Tukang batu0.150Oh0.0Kepala tukang0.015Oh0.0Mandor0.010Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran 1 Pc : 2 Ps, tebal 15 mm.Semen portland8.520Kg0.0Pasir pasang0.017M0.0Pekerja0.200Oh0.0Tukang batu0.150Oh0.0Kepala tukang0.015Oh0.0Mandor0.010Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran 1 Pc : 3 Ps, tebal 15 mm.Semen portland6.480Kg0.0Pasir pasang0.019M0.0Pekerja0.200Oh0.0Tukang batu0.150Oh0.0Kepala tukang0.015Oh0.0Mandor0.010Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran 1 Pc : 4 Ps, tebal 15 mm.Semen portland5.200Kg0.0Pasir pasang0.02M0.0Pekerja0.200Oh0.0Tukang batu0.150Oh0.0Kepala tukang0.015Oh0.0Mandor0.010Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran 1 Pc : 5 Ps, tebal 15 mm.Semen portland4.320Kg0.0Pasir pasang0.022M0.0Pekerja0.200Oh0.0Tukang batu0.150Oh0.0Kepala tukang0.015Oh0.0Mandor0.010Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran 1 Pc : 6 Ps, tebal 15 mm.Semen portland3.680Kg0.0Pasir pasang0.023M0.0Pekerja0.200Oh0.0Tukang batu0.150Oh0.0Kepala tukang0.015Oh0.0Mandor0.010Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran 1 Pc : 8 Ps, tebal 15 mm.Semen portland2.880Kg0.0Pasir pasang0.024M0.0Pekerja0.200Oh0.0Tukang batu0.150Oh0.0Kepala tukang0.015Oh0.0Mandor0.010Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran 1 Pc : 0.5 Kp : 3 Ps, tebal 15 mm.Semen portland5.760Kg0.0Kapur padam0.003M0.0Pasir pasang0.013M0.0Pekerja0.200Oh0.0Tukang batu0.150Oh0.0Kepala tukang0.015Oh0.0Mandor0.010Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran 1 Pc : 3 Kp : 10 Ps, tebal 15 mm.Semen portland1.840Kg0.0Kapur padam0.006M0.0Pasir pasang0.014M0.0Pekerja0.200Oh0.0Tukang batu0.150Oh0.0Kepala tukang0.015Oh0.0Mandor0.010Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran 0.5 Pc : 1 Kp : 4 Ps, tebal 15 mm.Semen portland3.000Kg0.0Kapur padam0.005M0.0Pasir pasang0.019M0.0Pekerja0.200Oh0.0Tukang batu0.150Oh0.0Kepala tukang0.015Oh0.0Mandor0.010Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran 1 Kp : 1 Sm : 1 Ps, tebal 15 mm.Semen merah0.009M0.0Kapur padam0.009M0.0Pasir pasang0.009M0.0Pekerja0.200Oh0.0Tukang batu0.150Oh0.0Kepala tukang0.015Oh0.0Mandor0.010Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran 1 Kp : 1 Sm : 2 Ps, tebal 15 mm.Semen merah0.007Kg0.0Kapur padam0.007M0.0Pasir pasang0.015M0.0Pekerja0.200Oh0.0Tukang batu0.150Oh0.0Kepala tukang0.015Oh0.0Mandor0.010Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran 1 Pc : 2 Ps, tebal 20 mm.Semen portland14.280Kg0.0Pasir pasang0.023M0.0Pekerja0.250Oh0.0Tukang batu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.0125Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran 1 Pc : 3 Ps, tebal 20 mm.Semen portland10.800Kg0.0Pasir pasang0.026M0.0Pekerja0.250Oh0.0Tukang batu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.0125Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran 1 Pc : 4 Ps, tebal 20 mm.Semen portland8.680Kg0.0Pasir pasang0.028M0.0Pekerja0.250Oh0.0Tukang batu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.0125Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran 1 Pc : 5 Ps, tebal 20 mm.Semen portland7.290Kg0.0Pasir pasang0.028M0.0Pekerja0.250Oh0.0Tukang batu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.0125Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran 1 Pc : 6 Ps, tebal 20 mm.Semen portland6.240Kg0.0Pasir pasang0.030M0.0Pekerja0.250Oh0.0Tukang batu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.0125Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran 1 Kp : 1 Sm : 2 Ps, tebal 20 mm.Semen merah0.009M0.0Kapur padam0.009M0.0Pasir pasang0.018M0.0Pekerja0.250Oh0.0Tukang batu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.0125Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran 1 Pc : 2 Ps, tebal 25 mm.Semen portland15.500Kg0.0Pasir pasang0.013M0.0Pekerja0.300Oh0.0Tukang batu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.013Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran 1 Pc : 3 Ps, tebal 25 mm.Semen portland11.750Kg0.0Pasir pasang0.035M0.0Pekerja0.300Oh0.0Tukang batu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.013Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran 1 Pc : 4 Ps, tebal 25 mm.Semen portland9.480Kg0.0Pasir pasang0.038M0.0Pekerja0.300Oh0.0Tukang batu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.013Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran 1 Pc : 5 Ps, tebal 25 mm.Semen portland7.940Kg0.0Pasir pasang0.039M0.0Pekerja0.300Oh0.0Tukang batu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.013Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran 1 Pc : 2 Ps, tebal 30 mm.Semen portland18.650Kg0.0Pasir pasang0.035M0.0Pekerja0.320Oh0.0Tukang batu0.250Oh0.0Kepala tukang0.025Oh0.0Mandor0.015OhJumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran 1 Pc : 3 Ps, tebal 30 mm.Semen portland14.150Kg0.0Pasir pasang0.039M0.0Pekerja0.320Oh0.0Tukang batu0.250Oh0.0Kepala tukang0.025Oh0.0Mandor0.015Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran 1 Pc : 4 Ps, tebal 30 mm.Semen portland11.380Kg0.0Pasir pasang0.042M0.0Pekerja0.320Oh0.0Tukang batu0.250Oh0.0Kepala tukang0.025Oh0.0Mandor0.015Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran 1 Pc : 5 Ps, tebal 30 mm.Semen portland8.190Kg0.0Pasir pasang0.045M0.0Pekerja0.320Oh0.0Tukang batu0.250Oh0.0Kepala tukang0.025Oh0.0Mandor0.015Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mBerapen 1 Pc : 3 Ps, tebal 30 mm.Semen portland7.070Kg0.0Pasir pasang0.021M0.0Pekerja0.150Oh0.0Tukang batu0.070Oh0.0Kepala tukang0.007Oh0.0Mandor0.008Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mBerapen 1 Pc : 5 Ps, tebal 15 mm.Semen portland5.670Kg0.0Pasir pasang0.023M0.0Pekerja0.150Oh0.0Tukang batu0.070Oh0.0Kepala tukang0.007Oh0.0Mandor0.008Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran Beton 1 Pc : 2 Ps, tebal 15 mm.Semen portland9.300Kg0.0Pasir pasang0.018M0.0Pekerja0.260Oh0.0Tukang batu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.013Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran Beton 1 Pc : 3 Ps, tebal 15 mm.Semen portland7.070Kg0.0Pasir pasang0.021M0.0Pekerja0.260Oh0.0Tukang batu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.013Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran Skoning 1 Pc : 2 Ps.Semen portland0.500Kg0.0Pasir pasang0.002M0.0Pekerja0.057Oh0.0Tukang batu0.038Oh0.0Kepala tukang0.038Oh0.0Mandor0.002Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran Granito, 1 PC Warna : 2 Granito, tebal 10 mm.PC Warna0.144Kg0.0Batu granito15.000Kg0.0Pekerja0.050Oh0.0Tukang batu0.020Oh0.0Kepala tukang0.002Oh0.0Mandor0.005Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran Teraso, 1 PC Warna : 2 Batu Teraso, tebal 10 mm.PC Warna0.440Kg0.0Batu teraso11.500Kg0.0Pekerja0.450Oh0.0Tukang batu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.025Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran Ciprat, 1 PC : 2 Ps.Semen portland4.320Kg0.0Pasir pasang0.016M0.0Pekerja0.250Oh0.0Tukang batu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.015Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran siar adukan 1 PC : 2 PS.Semen portland4.320Kg0.0Pasir pasang0.016M0.0Pekerja0.150Oh0.0Tukang batu0.070Oh0.0Kepala tukang0.007Oh0.0Mandor0.008OhJumlah0.0Dibulatkan0.0SNI. 03-2837-20021 mPlesteran waterfroof batacote 3 lapis.Semen portland0.500Kg0.0Batacote2.900Kg0.0Pasir pasang0.006M0.0Pekerja0.300Oh0.0Tukang batu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.015Oh0.0Jumlah0.0Dibulatkan0.0V.PEKERJAAN KAYUSNI. 03-3434-20021 mPasang kusen pintu dan jendela kayu jatiKayu jati, balok1,100M0.0Pekerja6.000Oh0.0Tukang kayu20.000Oh0.0Kepala tukang2.000Oh0.0Mandor0.300Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang kusen pintu dan jendela kayu kamper.Kayu kamper, balok1.200M0.0Pekerja6.000Oh0.0Tukang kayu18.000Oh0.0Kepala tukang2.000Oh0.0Mandor0.300Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang kusen pintu dan jendela kayu borneo.Kayu borneo, balok1.200M0.0Pekerja6.000Oh0.0Tukang kayu18.000Oh0.0Kepala tukang2.000Oh0.0Mandor0.300Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang kusen pintu dan jendela kayu damar laut.Kayu borneo damar laut, balok1.200M0.0Pekerja6.000Oh0.0Tukang kayu18.000Oh0.0Kepala tukang2.000Oh0.0Mandor0.300Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang pintu klamp kayu kamper.Kayu kamper, papan0.036M0.0Paku biasa 2" - 5"0.050Kg0.0Pekerja0.350Oh0.0Tukang kayu1.050Oh0.0Kepala tukang0.105Oh0.0Mandor0.018Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang pintu klamp kayu borneo.Kayu borneo, papan0.036M0.0Paku biasa 2" - 5"0.050Kg0.0Pekerja0.350Oh0.0Tukang kayu1.050Oh0.0Kepala tukang0.105Oh0.0Mandor0.018Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang pintu panel kayu jati.Kayu jati, papan0.040M0.0Pekerja1.000Oh0.0Tukang kayu2.500Oh0.0Kepala tukang0.250Oh0.0Mandor0.050Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang pintu panel kayu kamper.Kayu kamper, papan0.040M0.0Pekerja1.000Oh0.0Tukang kayu2.500Oh0.0Kepala tukang0.250Oh0.0Mandor0.050Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang pintu dan jendela kaca kayu jati.Kayu jati, papan0.035M0.0Pekerja0.800Oh0.0Tukang kayu2.000Oh0.0Kepala tukang0.200Oh0.0Mandor0.040Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang pintu dan jendela kaca kayu kamper.Kayu kamper, papan0.035M0.0Pekerja0.800Oh0.0Tukang kayu2.000Oh0.0Kepala tukang0.200Oh0.0Mandor0.040Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang pintu dan jendela kaca kayu borneo.Kayu borneo, papan0.035M0.0Pekerja0.800Oh0.0Tukang kayu2.000Oh0.0Kepala tukang0.200Oh0.0Mandor0.040Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang pintu dan jendela jalusi kayu jatiKayu jati, papan0.064M0.0Pekerja1.000Oh0.0Tukang kayu3.000Oh0.0Kepala tukang0.300Oh0.0Mandor0.300Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang pintu dan jendela jalusi kayu kamperKayu kamper, papan0.064M0.0Pekerja1.000Oh0.0Tukang kayu3.000Oh0.0Kepala tukang0.300Oh0.0Mandor0.500Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang pintu plywood rangkap, rangka kayu jatiKayu jati, papan0.0196M0.0Paku biasa " - 1"0.030Kg0.0Lem kayu0.300Lt0.0Play wood 4' x 3' x 4 mm1.000Lbr0.0Pekerja0.600Oh0.0Tukang kayu2.000Oh0.0Kepala tukang0.200Oh0.0Mandor0.030Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang pintu plywood rangkap, rangka kayu kamperKayu kamper, papan0.0196M0.0Paku biasa " - 1"0.030Kg0.0Lem kayu0.300Lt0.0Play wood 4' x 3' x 4 mm1.000Lbr0.0Pekerja0.600Oh0.0Tukang kayu2.000Oh0.0Kepala tukang0.200Oh0.0Mandor0.030Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang jalusi mati kusen kayu jatiKayu jati, papan0.060M0.0Paku biasa " - 1"0.150Kg0.0Pekerja0.500Oh0.0Tukang kayu2.000Oh0.0Kepala tukang0.200Oh0.0Mandor0.025Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang jalusi mati kusen kayu kamperKayu kamper, papan0.060M0.0Paku biasa " - 1"0.150Kg0.0Pekerja0.500Oh0.0Tukang kayu2.000Oh0.0Kepala tukang0.200Oh0.0Mandor0.025Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang pintu plywood rangkap, rangka kayu borneoKayu borneo, papan0.0196M0.0Paku biasa " - 1"0.030Kg0.0Lem kayu0.300Lt0.0Play wood 4' x 3' x 4 mm1.000Lbr0.0Pekerja0.600Oh0.0Tukang kayu2.000Oh0.0Kepala tukang0.200Oh0.0Mandor0.030Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang pintu teakwood rangkap, rangka kayu jatiKayu jati, papan0.0196M0.0Paku biasa " - 1"0.300Kg0.0Lem kayu0.300Lt0.0Teakwood 4' x 8' x 4 mm1.000Lbr0.0Pekerja0.600Oh0.0Tukang kayu2.000Oh0.0Kepala tukang0.200Oh0.0Mandor0.030Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang pintu teakwood rangkap, rangka kayu kamperKayu kamper, papan0.0196M0.0Paku biasa " - 1"0.300Kg0.0Lem kayu0.300Lt0.0Teakwood 4' x 8' x 4 mm1.000Lbr0.0Pekerja0.600Oh0.0Tukang kayu2.000Oh0.0Kepala tukang0.200Oh0.0Mandor0.030Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang pintu plywood & formika, rangka kayu jatiKayu jati, papan0.0196M0.0Paku biasa " - 1"0.300Kg0.0Lem kayu0.800Lt0.0Play wood 4' x 8' x 4 mm1.000Lbr0.0Formika0.500Lbr0.0Pekerja0.800Oh0.0Tukang kayu2.500Oh0.0Kepala tukang0.250Oh0.0Mandor0.040Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang pintu plywood & formika rangka kayu kamperKayu kamper, papan0.0196M0.0Paku biasa " - 1"0.300Kg0.0Lem kayu0.800Lt0.0Ply wood 4' x 8' x 4 mm1.000Lbr0.0Formika 4' x 3'0.500Lbr0.0Pekerja0.800Oh0.0Tukang kayu2.500Oh0.0Kepala tukang0.250Oh0.0Mandor0.040Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang pintu teakwood & formika rangka kayu jatiKayu jati, papan0.0196M0.0Paku biasa " - 1"0.300Kg0.0Lem kayu0.800Lt0.0Teakwood 4' x 8' x 4 mm0.500Lbr0.0Formika 4' x 8'0.500Lbr0.0Pekerja0.800Oh0.0Tukang kayu2.500Oh0.0Kepala tukang0.250Oh0.0Mandor0.040Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang pintu teakwood & formika rangka kayu kamper (diven)Kayu kamper, papan0.0196M0.0Paku biasa " - 1"0.300Kg0.0Lem kayu0.800Lt0.0Teakwood 4' x 8' x 4 mm0.500Lbr0.0Vernis0.500Lt0.0Formika 4' x 8'0.500Lbr0.0Pekerja0.800Oh0.0Tukang kayu2.500Oh0.0Kepala tukang0.250Oh0.0Mandor0.040Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang pintu formika double, rangka kayu jatiKayu jati, papan0.0196M0.0Paku biasa " - 1"0.300Kg0.0Lem kayu1.200Lt0.0Play wood 4' x 8' x 4 mm1.000Lbr0.0Formika 4' x 8'1.000Lbr0.0Pekerja1.000Oh0.0Tukang kayu2.600Oh0.0Kepala tukang0.260Oh0.0Mandor0.050Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang pintu formika double, rangka kayu kamperKayu kamper, papan0.0196M0.0Paku biasa " - 1"0.300Kg0.0Lem kayu1.200Lt0.0Play wood 4' x 8' x 4 mm1.000Lbr0.0Formika 4' x 8'1.000Lbr0.0Pekerja1.000Oh0.0Tukang kayu2.600Oh0.0Kepala tukang0.260Oh0.0Mandor0.050Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang konstruksi kuda-kuda kayu jatiKayu jati, balok1.100M0.0Besi strip15.000Kg0.0Paku biasa 2" - 5"0.800Kg0.0Pekerja4.000Oh0.0Tukang kayu12.000Oh0.0Kepala tukang1.200Oh0.0Mandor0.200Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang konstruksi kuda-kuda kayu kamperKayu kamper, balok1.100M0.0Besi strip15.000Kg0.0Paku biasa 2" - 5"0.800Kg0.0Pekerja4.000Oh0.0Tukang kayu12.000Oh0.0Kepala tukang1.200Oh0.0Mandor0.200Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang konstruksi kuda-kuda kayu borneoKayu borneo, balok1.100M0.0Besi strip15.000Kg0.0Paku biasa 2" - 5"0.800Kg0.0Pekerja4.000Oh0.0Tukang kayu12.000Oh0.0Kepala tukang1.200Oh0.0Mandor0.200Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang konstruksi kuda-kuda kayu kruingKayu kruing, balok1.100M0.0Besi strip15.000KgPaku biasa 2" - 5"0.800KgPekerja4.000OhTukang kayu12.000OhKepala tukang1.200OhMandor0.200OhJumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang kaso + reng genteng kodok kayu kamperKayu kamper, balok0.012M0.0Paku biasa 2" - 5"0.150Kg0.0Pekerja0.100Oh0.0Tukang kayu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.005Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang kaso + reng genteng kodok kayu borneoKayu borneo, balok0.012M0.0Paku biasa 2" - 5"0.150Kg0.0Pekerja0.100Oh0.0Tukang kayu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.005Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang kaso + reng genteng monier kayu jatiKayu jati, balok0.014M0.0Paku biasa 2" - 5"0.150Kg0.0Pekerja0.100Oh0.0Tukang kayu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.005Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang kaso + reng genteng monier kayu kamperKayu kamper, balok0.014M0.0Paku biasa 2" - 5"0.150Kg0.0Pekerja0.100Oh0.0Tukang kayu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.005Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang kaso + reng genteng beton kayu borneoKayu borneo, balok0.014M0.0Paku biasa 2" - 5"0.150Kg0.0Pekerja0.100Oh0.0Tukang kayu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.005Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang kaso + reng atap sirap kayu kamperKayu kamper, balok0.165M0.0Paku biasa 2" - 5"0.200Kg0.0Pekerja0.120Oh0.0Tukang kayu0.120Oh0.0Kepala tukang0.012Oh0.0Mandor0.006Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang kaso + reng atap sirap kayu borneoKayu borneo, balok0.165M0.0Paku biasa 2" - 5"0.200Kg0.0Pekerja0.120Oh0.0Tukang kayu0.120Oh0.0Kepala tukang0.012Oh0.0Mandor0.006Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang rangka langit-langit (1.00 x 1.00) m, kayu jatiKayu jati, balok0.012M0.0Paku biasa 2" - 5"0.100Kg0.0Pekerja0.150Oh0.0Tukang kayu0.250Oh0.0Kepala tukang0.025Oh0.0Mandor0.075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang rangka langit-langit (1.00 x 1.00) m, kayu kamperKayu kamper, balok0.012M0.0Paku biasa 2" - 5"0.100Kg0.0Pekerja0.150Oh0.0Tukang kayu0.250Oh0.0Kepala tukang0.025Oh0.0Mandor0.075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang rangka langit-langit (1.00 x 1.00) m, kayu borneoKayu borneo, balok0.012M0.0Paku biasa 2" - 5"0.100Kg0.0Pekerja0.150Oh0.0Tukang kayu0.250Oh0.0Kepala tukang0.025Oh0.0Mandor0.075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang rangka langit-langit (30 x 60) cm, kayu jatiKayu jati, balok0.023M0.0Paku biasa 2" - 5"0.150Kg0.0Pekerja0.200Oh0.0Tukang kayu0.300Oh0.0Kepala tukang0.030Oh0.0Mandor0.010Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang rangka langit-langit (30 x 60) cm, kayu kamperKayu kamper, balok0.023M0.0Paku biasa 2" - 5"0.150Kg0.0Pekerja0.200Oh0.0Tukang kayu0.300Oh0.0Kepala tukang0.030Oh0.0Mandor0.010Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang rangka langit-langit (30 x 60) cm, kayu borneoKayu borneo, balok0.023M0.0Paku biasa 2" - 5"0.150Kg0.0Pekerja0.200Oh0.0Tukang kayu0.300Oh0.0Kepala tukang0.030Oh0.0Mandor0.010Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang rangka langit-langit (30 x 30) cm, kayu jatiKayu jati, balok0.027M0.0Paku biasa 2" - 5"0.200Kg0.0Pekerja0.250Oh0.0Tukang kayu0.350Oh0.0Kepala tukang0.035Oh0.0Mandor0.0125Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang rangka langit-langit (30 x 30) cm, kayu kamperKayu kamper, balok0.027M0.0Paku biasa 2" - 5"0.200Kg0.0Pekerja0.250Oh0.0Tukang kayu0.350Oh0.0Kepala tukang0.035Oh0.0Mandor0.0125Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang rangka langit-langit (30 x 30) cm, kayu borneoKayu borneo, balok0.027M0.0Paku biasa 2" - 5"0.200Kg0.0Pekerja0.250Oh0.0Tukang kayu0.350Oh0.0Kepala tukang0.035Oh0.0Mandor0.0125Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 m'Pasang lisplang ukuran (3 x 20) cm, kayu jatiKayu jati, papan0.0072M0.0Paku biasa 2" - 5"0.050Kg0.0Pekerja0.100Oh0.0Tukang kayu0.200Oh0.0Kepala tukang0.025Oh0.0Mandor0.005Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 m'Pasang lisplang ukuran (3 x 20) cm, kayu kamperKayu kamper, papan0.0072M0.0Paku biasa 2" - 5"0.050Kg0.0Pekerja0.100Oh0.0Tukang kayu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.005Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 m'Pasang lisplang ukuran (3 x 30) cm, kayu jatiKayu jati, papan0.011M0.0Paku biasa 2" - 5"0.050Kg0.0Pekerja0.110Oh0.0Tukang kayu0.220Oh0.0Kepala tukang0.022Oh0.0Mandor0.005Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 m'Pasang lisplang ukuran (3 x 30) cm, kayu kamperKayu kamper, papan0.011M0.0Paku biasa 2" - 5"0.050Kg0.0Pekerja0.110Oh0.0Tukang kayu0.220Oh0.0Kepala tukang0.022Oh0.0Mandor0.005Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 m'Pasang lisplang ukuran 2x(3 x 20) cm, kayu kamperKayu kamper, papan0.0145M0.0Paku biasa 2" - 5"0.060Kg0.0Pekerja0.150Oh0.0Tukang kayu0.250Oh0.0Kepala tukang0.025Oh0.0Mandor0.075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 m'Pasang lisplang ukuran 2x(2 x 20) cm, kayu kamperKayu kamper, papan0.0086M0.0Paku biasa 2" - 5"0.060Kg0.0Pekerja0.100Oh0.0Tukang kayu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.050Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 m'Pasang lisplang ukuran 2x(2 x 20) cm, kayu borneoKayu borneo, papan0.0088M0.0Paku biasa 2" - 5"0.060KgPekerja0.100OhTukang kayu0.100OhKepala tukang0.010OhMandor0.050OhJumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang rangka dinding pemisah kayu kamperKayu kamper, balok0.0195M0.0Kayu kamper, papan0.007M0.0Paku biasa 2" - 5"0.100Kg0.0Pekerja0.150Oh0.0Tukang kayu0.450Oh0.0Kepala tukang0.045Oh0.0Mandor0.075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang rangka dinding pemisah kayu borneoKayu borneo, balok0.0195M0.0Kayu borneo, papan0.007M0.0Paku biasa 2" - 5"0.100Kg0.0Pekerja0.150Oh0.0Tukang kayu0.450Oh0.0Kepala tukang0.045Oh0.0Mandor0.075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang dinding pemisah teakwood rangkap, rangka kayu kamperKayu kamper, balok0.0195M0.0Kayu kamper, papan0.007M0.0Paku biasa 2" - 5"0.100Kg0.0Pekerja0.150Oh0.0Tukang kayu0.450Oh0.0Kepala tukang0.045Oh0.0Mandor0.075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang dinding pemisah plywood rangkap, rangka kayu kamperKayu kamper, balok0.0195M0.0Kayu kamper, papan0.007M0.0Paku biasa 2" - 5"0.100Kg0.0Lem kayu0.560Lt0.0Ply wood 4' x 8' x 4' mm1.000Lbr0.0Pekerja0.200Oh0.0Tukang kayu0.600Oh0.0Kepala tukang0.060Oh0.0Mandor0.010Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang dinding lambriziring dari papan jatiKayu jati, balok0.007M0.0Paku biasa 2" - 5"0.100Kg0.0Paku skrup 3,5"0.150Kg0.0Pekerja0.600Oh0.0Tukang kayu1.800Oh0.0Kepala tukang0.180Oh0.0Mandor0.030Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 mPasang plywood tebal 4 mm, untuk dindingPlywood 4' x 8' x 4 mm0.400Lbr0.0Paku biasa " -1"0.050Kg0.0Pekerja0.025Oh0.0Tukang kayu0.075Oh0.0Kepala tukang0.0075Oh0.0Mandor0.0013Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3434-20021 m'Pasang list plafond - kayu profilKayu profil1.050MI0.0Pekerja0.021Oh0.0Tukang kayu0.021Oh0.0Kepala tukang0.002Oh0.0Mandor0.001Oh0.0Jumlah0.0Dibulatkan0.0VI.PEKERJAAN BETONSNI. 03-3435-20021 mMembuat beton tumbuk, 1 PC : 3 PS : 5 KrSemen portland218.000Kg0.0Pasir beton0.520M0.0Koral beton0.870M0.0Pekerja1.650Oh0.0Tukang batu0.250Oh0.0Kepala tukang0.025Oh0.0Mandor0.080Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mMembuat beton tumbuk, 1 PC : 3 PS : 6 KrSemen portland197.000Kg0.0Pasir beton0.470M0.0Koral beton0.940M0.0Pekerja1.650Oh0.0Tukang batu0.250Oh0.0Kepala tukang0.025Oh0.0Mandor0.080Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mMembuat beton tumbuk, 1 PC : 4 PS : 6 KrSemen portland173.000Kg0.0Pasir beton0.570M0.0Koral beton0.870M0.0Pekerja1.650Oh0.0Tukang batu0.250Oh0.0Kepala tukang0.025Oh0.0Mandor0.080Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mMembuat lantai kerja beton tumbuk, 1 PC : 3 Ps : 5 Kr, tebal 5 cmSemen portland10.000Kg0.0Pasir beton0.026M0.0Koral beton0.044M0.0Pekerja1.150Oh0.0Tukang batu0.020Oh0.0Kepala tukang0.002Oh0.0Mandor0.006Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mMembuat beton bertulang 1 PC : 2 PS : 3 KrSemen portland232.000Kg0.0Pasir beton0.520M0.0Koral beton0.780M0.0Pekerja1.650Oh0.0Tukang batu0.250Oh0.0Kepala tukang0.025Oh0.0Mandor0.080Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mMembuat beton bertulang 1 Pc : 2 Ps : 4 KrSemen portland280.000Kg0.0Pasir beton0.450M0.0Koral beton0.900M0.0Pekerja1.650Oh0.0Tukang batu0.250Oh0.0Kepala tukang0.025Oh0.0Mandor0.080Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mMembuat beton bertulang, 1 Pc : 2 PS : 2.5 KrSemen portland352.000Kg0.0Pasir beton0.560M0.0Koral beton0.700M0.0Pekerja1.650Oh0.0Tukang batu0.250Oh0.0Kepala tukang0.025Oh0.0Mandor0.080Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mMembuat beton bertulang, 1 Pc : 1.5 PS : 3 KrSemen portland357.000Kg0.0Pasir beton0.420M0.0Koral beton0.540M0.0Pekerja1.650Oh0.0Tukang batu0.250Oh0.0Kepala tukang0.025Oh0.0Mandor0.080Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mMembuat beton bertulang, 1 Pc : 1.5 PS : 2.5 KrSemen portland386.000Kg0.0Pasir beton0.470M0.0Koral beton0.780M0.0Pekerja1.650Oh0.0Tukang batu0.250Oh0.0Kepala tukang0.025Oh0.0Mandor0.080Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mMembuat beton bertulang, 1 Pc : 1 PS : 2 KrSemen portland479.000Kg0.0Pasir beton0.370M0.0Koral beton0.740M0.0Pekerja1.650Oh0.0Tukang batu0.250Oh0.0Kepala tukang0.025Oh0.0Mandor0.080Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mMembuat tiang pancang prestressed betonSemen portland440.000Kg0.0Pasir beton0.500M0.0Koral beton0.800M0.0Rapidrant2.460Oh0.0Pekerja1.650Oh0.0Tukang batu0.250Oh0.0Kepala tukang0.025Oh0.0Mandor0.080Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mMembuat beton dengan puzzdith - 100 XRSemen portland336.000Kg0.0Pasir beton0.540M0.0Koral beton0.810M0.0Puzzdith - 100 XR1.000Oh0.0Pekerja1.650Oh0.0Tukang batu0.250Oh0.0Kepala tukang0.025Oh0.0Mandor0.080Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mMembuat beton bertulang, 1 Pc : 2 PS : 3 KrSemen portland336.000Kg0.0Pasir beton0.540M0.0Koral beton0.810M0.0Pekerja2.000Oh0.0Tukang batu0.350Oh0.0Kepala tukang0.035Oh0.0Mandor1.000Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mMembuat beton bertulang, 1 Pc : 2 PS : 4 KrSemen portland291.000Kg0.0Pasir beton0.470M0.0Koral beton0.930M0.0Pekerja2.000Oh0.0Tukang batu0.350Oh0.0Kepala tukang0.035Oh0.0Mandor1.000Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mMembuat beton bertulang, 1 Pc : 1.5 PS : 3 KrSemen portland367.000Kg0.0Pasir beton0.440M0.0Koral beton 2/30.880M0.0Pekerja2.000Oh0.0Tukang batu0.350Oh0.0Kepala tukang0.035Oh0.0Mandor1.000Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mMembuat beton bertulang, 1 Pc : 1.5 PS : 2.5 KrSemen portland400.000Kg0.0Pasir beton0.480M0.0Koral beton 2/30.800M0.0Pekerja2.000Oh0.0Tukang batu0.350Oh0.0Kepala tukang0.035Oh0.0Mandor1.000Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mMembuat beton bertulang, 1 Pc : 1 PS : 1 KrSemen portland615.000Kg0.0Pasir beton0.520M0.0Koral beton0.520M0.0Pekerja2.000Oh0.0Tukang batu0.350Oh0.0Kepala tukang0.035Oh0.0Mandor1.000Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mMembuat beton kedap air dengan strorox -100.Semen portland400.000Kg0.0Pasir beton0.480M0.0Koral beton 2/30.800M0.0Strorox -1001.200Kg0.0Pekerja2.000Oh0.0Tukang batu0.350Oh0.0Kepala tukang0.035Oh0.0Mandor1.000Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mMemasang PVC Waterstop lebar 150 mm.Waterstop lebar 150 mm1.050M'0.0Pekerja0.050Oh0.0Tukang batu0.030Oh0.0Kepala tukang0.003Oh0.0Mandor0.002Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 m'Memasang PVC Waterstop lebar 200 mm.Waterstop lebar 200 mm1.050M'0.0Pekerja0.050Oh0.0Tukang batu0.035Oh0.0Kepala tukang0.0035Oh0.0Mandor0.002Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 m'Memasang PVC Waterstop lebar 230 mm.Waterstop lebar 230 mm1.050M'0.0Pekerja0.550Oh0.0Tukang batu0.035Oh0.0Mandor0.003Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 m'Memasang PVC Waterstop lebar 250 mm.Waterstop lebar 250 mm1.050M'0.0Pekerja0.550Oh0.0Tukang batu0.035Oh0.0Mandor0.003Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 m'Memasang PVC Waterstop lebar 300 mm.Waterstop lebar 300 mm1.050M'0.0Pekerja0.550Oh0.0Tukang batu0.035Oh0.0Mandor0.003Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 m'Memasang PVC Waterstop lebar 320 mm.Waterstop lebar 320 mm1.050M'0.0Pekerja0.550Oh0.0Tukang batu0.035Oh0.0Mandor0.003Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 KgPembesian dengan besi polos atau besi ulirBesi beton (polos/ulir)1.050Kg0.0Kawat beton0.015Kg0.0Pekerja0.007Oh0.0Tukang besi0.007Oh0.0Kepala tukang0.0007Oh0.0Mandor0.0003Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 KgKabel presstressed polos / strandsBesi presstressed polos1.050Kg0.0Kawat beton0.010Kg0.0Pekerja0.005Oh0.0Tukang besi0.005Oh0.0Kepala tukang0.0005Oh0.0Mandor0.0003Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 KgJaring Kawat bajaBesi jaring kawat baja1.020Kg0.0Kawat beton0.805Kg0.0Pekerja0.025Oh0.0Tukang besi0.025Oh0.0Kepala tukang0.0025Oh0.0Mandor0.0015Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mPasang bekisting untuk pondasiKayu terentang0.040M0.0Paku biasa 2" - 5"0.300Kg0.0Minyak bekisting0.100Lt0.0Pekerja0.300Oh0.0Tukang kayu0.260Oh0.0Kepala tukang0.026Oh0.0Mandor0.005Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mPasang bekisting untuk sloofKayu terentang0.045M0.0Paku biasa 2" - 5"0.300Kg0.0Minyak bekisting0.100Lt0.0Pekerja0.300Oh0.0Tukang kayu0.260Oh0.0Kepala tukang0.026Oh0.0Mandor0.005Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mPasang bekisting untuk kolomKayu terentang0.040M0.0Paku biasa 2" - 5"0.400Kg0.0Minyak bekisting0.200Lt0.0Balok kayu borneo0.015M0.0Plywood tebal 9 mm0.350Lbr0.0Dolken kayu galam -8-10/4 m2.000Btg0.0Pekerja0.300Oh0.0Tukang kayu0.330Oh0.0Kepala tukang0.033Oh0.0Mandor0.006Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mPasang bekisting untuk balokKayu terentang0.040M0.0Paku biasa 2" - 5"0.400Kg0.0Minyak bekisting0.200Lt0.0Balok kayu borneo0.018M0.0Plywood tebal 9 mm0.350Lbr0.0Dolken kayu galam -8-10/4 m2.000Btg0.0Pekerja0.320Oh0.0Tukang kayu0.330Oh0.0Kepala tukang0.033Oh0.0Mandor0.006Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mPasang bekisting untuk lantaiKayu terentang0.040M0.0Paku biasa 2" - 5"0.400Kg0.0Minyak bekisting0.200Lt0.0Balok kayu borneo0.015M0.0Plywood tebal 9 mm0.350Lbr0.0Dolken kayu galam -8-10/4 m6.000Btg0.0Pekerja0.320Oh0.0Tukang batu0.330Oh0.0Kepala tukang0.033Oh0.0Mandor0.006Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mPasang bekisting untuk dindingKayu terentang0.030M0.0Paku biasa 2" - 5"0.400Kg0.0Minyak bekisting0.200Lt0.0Balok kayu borneo0.020M0.0Plywood tebal 9 mm0.350Lbr0.0Dolken kayu galam -8-10/4 m3.000Btg0.0Formtie/penjaga jarak bekisting/spacer4.000Bh0.0Pekerja0.320Oh0.0Tukang kayu0.330Oh0.0Kepala tukang0.033Oh0.0Mandor0.006Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mPasang bekisting untuk tanggaKayu terentang0.030M0.0Paku biasa 2" - 5"0.400Kg0.0Minyak bekisting0.150Lt0.0Balok kayu borneo0.015M0.0Plywood tebal 9 mm0.350Lbr0.0Dolken kayu galam -8-10/4 m2.000Btg0.0Pekerja0.320Oh0.0Tukang kayu0.330Oh0.0Kepala tukang0.033Oh0.0Mandor0.006Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mMembuat beton dengan mutu K 225Semen portland388.000Kg0.0Pasir beton0.650M0.0Koral beton0.650M0.0Pekerja6.000Oh0.0Tukang batu1.000Oh0.0Kepala tukang0.100Oh0.0Mandor0.300Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mMembuat beton dengan mutu K 275Semen portland400.000Kg0.0Pasir beton0.400M0.0Koral beton0.820M0.0Pekerja6.000Oh0.0Tukang batu1.000Oh0.0Kepala tukang0.100Oh0.0Mandor0.300Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mPasang jembatan corKayu terentang0.0264M0.0Paku biasa 2" - 5"0.600Kg0.0Dolken kayu galam -8-10/4 m0.500Btg0.0Pekerja0.150Oh0.0Tukang kayu0.050Oh0.0Kepala tukang0.005Oh0.0Mandor0.007Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mMembuat pondasi beton bertulang (150 kg besi + bekisting).Kayu terentang0.200M0.0Paku biasa 2" - 5"1.500Kg0.0Minyak bekisting0.400Lt0.0Besi beton polos150.000Kg0.0Kawat beton2.250Kg0.0Semen portland323.000Kg0.0Pasir beton0.520M0.0Koral beton0.780M0.0Pekerja3.900Oh0.0Tukang batu0.350Oh0.0Tukang kayu1.040Oh0.0Tukang besi1.050Oh0.0Kepala tukang0.245Oh0.0Mandor0.165Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mMembuat sloof beton bertulang (200 kg besi + bekisting).Kayu terentang0.270M0.0Paku biasa 2" - 5"2.000Kg0.0Minyak bekisting0.600Lt0.0Besi beton polos200.000Kg0.0Kawat beton3.000Kg0.0Semen portland323.000Kg0.0Pasir beton0.520M0.0Koral beton0.780M0.0Pekerja4.850Oh0.0Tukang batu0.350Oh0.0Tukang kayu1.560Oh0.0Tukang besi1.400Oh0.0Kepala tukang0.331Oh0.0Mandor0.170Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mMembuat kolom beton bertulang (300 kg besi + bekisting).Kayu terentang0.400M0.0Paku biasa 2" - 5"4.000Kg0.0Minyak bekisting2.000Lt0.0Besi beton polos300.000Kg0.0Kawat beton4.500Kg0.0Semen portland323.000Kg0.0Pasir beton0.520M0.0Koral beton0.780M0.0Kayu borneo balok0.150M0.0Plywood 9 mm3.500Lbr0.0Dolken -8 cm/4 m20.000Btg0.0Pekerja7.300Oh0.0Tukang batu0.350Oh0.0Tukang kayu3.300Oh0.0Tukang besi2.100OhKepala tukang0.570OhMandor0.250OhJumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mMembuat balok beton bertulang (200 kg besi + bekisting).Kayu terentang0.320M0.0Paku biasa 2" - 5"3.200Kg0.0Minyak bekisting1.600Lt0.0Besi beton polos200.000Kg0.0Kawat beton3.000Kg0.0Semen portland323.000Kg0.0Pasir beton0.520M0.0Koral beton0.780M0.0Kayu borneo balok0.140M0.0Plywood 9 mm2.800Lbr0.0Dolken -8 cm/4 m16.000Btg0.0Pekerja5.960Oh0.0Tukang batu0.350Oh0.0Tukang kayu2.800Oh0.0Tukang besi1.400OhKepala tukang0.455OhMandor0.208OhJumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mMembuat balok beton bertulang (150 kg besi + bekisting).Kayu terentang0.320M0.0Paku biasa 2" - 5"3.200Kg0.0Minyak bekisting1.600Lt0.0Besi beton polos150.000Kg0.0Kawat beton2.250Kg0.0Semen portland323.000Kg0.0Pasir beton0.520M0.0Koral beton0.780M0.0Kayu borneo balok0.120M0.0Plywood 9 mm2.800Lbr0.0Dolken -8 cm/4 m32.000Btg0.0Pekerja5.800Oh0.0Tukang batu0.350Oh0.0Tukang kayu2.800Oh0.0Tukang besi1.050OhKepala tukang0.420OhMandor0.185OhJumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mMembuat dinding beton bertulang (150 kg besi + bekisting).Kayu terentang0.240M0.0Paku biasa 2" - 5"3.200Kg0.0Minyak bekisting1.600Lt0.0Besi beton polos150.000Kg0.0Kawat beton2.250Kg0.0Semen portland323.000Kg0.0Pasir beton0.520M0.0Koral beton0.780M0.0Kayu borneo balok0.160M0.0Plywood 9 mm2.800Lbr0.0Dolken -8 cm/4 m24.000Btg0.0Pekerja5.600Oh0.0Tukang batu0.350Oh0.0Tukang kayu2.640Oh0.0Tukang besi1.050OhKepala tukang0.400OhMandor0.193OhJumlah0.0Dibulatkan0.0SNI. 03-3435-20021 mMembuat tangga beton bertulang (200 kg besi + bekisting).Kayu terentang0.250M0.0Paku biasa 2" - 5"3.000Kg0.0Minyak bekisting1.200Lt0.0Besi beton polos200.000Kg0.0Kawat beton3.000Kg0.0Semen portland323.000Kg0.0Pasir beton0.520M0.0Koral beton0.780M0.0Kayu borneo balok0.105M0.0Plywood 9 mm2.500Lbr0.0Dolken -8 cm/4 m14.000Btg0.0Pekerja5.600Oh0.0Tukang batu0.350Oh0.0Tukang kayu2.300Oh0.0Tukang besi1.400OhKepala tukang0.405OhMandor0.202OhJumlah0.0Dibulatkan0.0SNI. 03-3435-20021 m'Membuat kolom penguat beton bertulang (11 x 11) cm.Kayu terentang0.002M0.0Paku biasa 2" - 5"0.010Kg0.0Besi beton polos3.000Kg0.0Kawat beton0.450Kg0.0Semen portland4.000Kg0.0Pasir beton0.006M0.0Koral beton0.009M0.0Pekerja0.060Oh0.0Tukang batu0.020Oh0.0Tukang kayu0.020Oh0.0Tukang besi0.020Oh0.0Kepala tukang0.006Oh0.0Mandor0.003Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3435-20021 m'Membuat ring balok beton bertulang (10 x 15) cm.Kayu albasiah0.003M0.0Paku biasa 2" - 5"0.020Kg0.0Besi beton polos3.600Kg0.0Kawat beton0.050Kg0.0Semen portland5.500Kg0.0Pasir beton0.009M0.0Koral beton0.015M0.0Pekerja0.100Oh0.0Tukang batu0.033Oh0.0Tukang kayu0.033Oh0.0Tukang besi0.033Oh0.0Kepala tukang0.010Oh0.0Mandor0.005Oh0.0Jumlah0.0Dibulatkan0.0VII.PEKERJAAN PENUTUP ATAPSNI. 03-3436-20021 mPasang atap genteng palentong kecilGenteng palentong25.000Buah0.0Pekerja0.150Oh0.0Tukang kayu0.075Oh0.0Kepala tukang0.008Oh0.0Mandor0.008Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 mPasang atap genteng kodok / glazzurGenteng kodok25.000Buah0.0Pekerja0.150Oh0.0Tukang kayu0.075Oh0.0Kepala tukang0.008Oh0.0Mandor0.008Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 mPasang atap genteng palentong super / besarGenteng palentong super12.000Buah0.0Pekerja0.150Oh0.0Tukang kayu0.060Oh0.0Kepala tukang0.006Oh0.0Mandor0.008Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 mPasang genteng bubung palentongGenteng bubung palentong5.000Buah0.0Semen portland8.000Kg0.0Pasir pasang0.032M0.0Pekerja0.400Oh0.0Tukang kayu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.002Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 m'Pasang bubung genteng kodok glazuurGenteng bubung kodok5.000Buah0.0Semen portland8.000Kg0.0Pasir pasang0.032M0.0Pekerja0.400Oh0.0Tukang kayu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.002Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 m'Pasang bubung genteng palentong besarGenteng bubung palentong4.000Buah0.0Semen portland8.000Kg0.0Pasir pasang0.032M0.0Pekerja0.400Oh0.0Tukang kayu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.002Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 mPasang roof light fibreglass ( 180 x 90 ) cmRoof light fibreglass0.600Lbr0.0Paku biasa " - 1"0.050Kg0.0Pekerja0.140Oh0.0Tukang kayu0.067Oh0.0Kepala tukang0.007Oh0.0Mandor0.007Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 mPasang atap asbes gelombang ( 2.50 x 0.92 m ) x 5 mmAsbes gelombang0.500Lbr0.0Paku pancing 60 x 2300.120Kg0.0Pekerja0.140Oh0.0Tukang kayu0.075Oh0.0Kepala tukang0.008Oh0.0Mandor0.008Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 mPasang atap asbes gelombang ( 2.25 x 0.92 m ) x 5 mmAsbes gelombang0.600Lbr0.0Paku pancing 60 x 2300.120Kg0.0Pekerja0.140Oh0.0Tukang kayu0.075Oh0.0Kepala tukang0.008Oh0.0Mandor0.008Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 mPasang atap asbes gelombang ( 2.00 x 0.92 m ) x 5 mmAsbes gelombang0.600Lbr0.0Paku pancing 60 x 2300.120Kg0.0Pekerja0.140Oh0.0Tukang kayu0.070Oh0.0Kepala tukang0.007Oh0.0Mandor0.007Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 mPasang atap asbes gelombang ( 1.80 x 0.92 m ) x 5 mmAsbes gelombang0.750Lbr0.0Paku pancing 60 x 2300.120Kg0.0Pekerja0.140Oh0.0Tukang kayu0.070Oh0.0Kepala tukang0.007Oh0.0Mandor0.007Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 mPasang atap asbes gelombang ( 3.00 x 1.05 m ) x 4 mmAsbes gelombang0.350Lbr0.0Paku pancing0.120Kg0.0Pekerja0.140Oh0.0Tukang kayu0.070Oh0.0Kepala tukang0.007Oh0.0Mandor0.007Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 mPasang atap asbes gelombang ( 2.70 x 1.05 m ) x 4 mmAsbes gelombang0.420Lbr0.0Paku pancing0.120Kg0.0Pekerja0.140Oh0.0Tukang kayu0.070Oh0.0Kepala tukang0.007Oh0.0Mandor0.007Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 mPasang atap asbes gelombang ( 2.40 x 1.05 m ) x 4 mmAsbes gelombang0.440Lbr0.0Paku pancing0.120Kg0.0Pekerja0.140Oh0.0Tukang kayu0.067Oh0.0Kepala tukang0.007Oh0.0Mandor0.007Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 mPasang atap asbes gelombang ( 2.10 x 1.05 m ) x 4 mmAsbes gelombang0.510Lbr0.0Paku pancing0.120Kg0.0Pekerja0.140Oh0.0Tukang kayu0.067Oh0.0Kepala tukang0.007Oh0.0Mandor0.007Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 mPasang atap asbes gelombang ( 1.5 x 1.05 m ) x 4 mmAsbes gelombang0.800Lbr0.0Paku pancing0.120Kg0.0Pekerja0.140Oh0.0Tukang kayu0.067Oh0.0Kepala tukang0.007Oh0.0Mandor0.007Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 mPasang atap asbes gelombang ( 3.00 x 1.08 m ) x 6 mmAsbes gelombang0.370Lbr0.0Paku pancing0.120Kg0.0Pekerja0.140Oh0.0Tukang kayu0.067Oh0.0Kepala tukang0.007Oh0.0Mandor0.007Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 mPasang atap asbes gelombang ( 2.70 x 1.08 m ) x 6 mmAsbes gelombang0.380Lbr0.0Paku pancing0.120Kg0.0Pekerja0.140Oh0.0Tukang kayu0.067Oh0.0Kepala tukang0.007Oh0.0Mandor0.007Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 mPasang atap asbes gelombang ( 2.4 x 1.08 m ) x 6 mmAsbes gelombang0.460Lbr0.0Paku pancing0.120Kg0.0Pekerja0.140Oh0.0Tukang kayu0.067Oh0.0Kepala tukang0.007Oh0.0Mandor0.007Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 mPasang atap asbes gelombang ( 2.1 x 1.08 m ) x 6 mmAsbes gelombang0.490Lbr0.0Paku pancing0.120Kg0.0Pekerja0.140Oh0.0Tukang kayu0.067Oh0.0Kepala tukang0.007Oh0.0Mandor0.007Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 mPasang atap asbes gelombang ( 1.80 x 1.08 m ) x 6 mmAsbes gelombang0.570Lbr0.0Paku pancing0.120Kg0.0Pekerja0.140Oh0.0Tukang kayu0.067Oh0.0Kepala tukang0.007Oh0.0Mandor0.007Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 m'Pasang bubung stel gelombang 0.92 mBubung stel gelombang2.400Lbr0.0Paku sekrup 3.5"6.000Bh0.0Pekerja0.084Oh0.0Tukang kayu0.125Oh0.0Kepala tukang0.013Oh0.0Mandor0.004Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 m'Pasang nok stel gelombang 1.05 mNok stel gelombang2.100Lbr0.0Paku sekrup 3.5"6.000Bh0.0Pekerja0.084Oh0.0Tukang kayu0.125Oh0.0Kepala tukang0.013Oh0.0Mandor0.004Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 m'Pasang nok stel gelombang 1.08 mNok stel gelombang2.050Lbr0.0Paku sekrup 3.5"6.000Bh0.0PekerjaOh0.0Tukang kayuOh0.0Kepala tukangOh0.0MandorOh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 m'Pasang nok paten 1.08 mNok paten1.200Lbr0.0Paku sekrup 3.5"6.000Bh0.0Pekerja0.084Oh0.0Tukang kayu0.125Oh0.0Kepala tukang0.013Oh0.0Mandor0.004Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 m'Pasang nok stel rata 0.92 mNok stel rata1.100Lbr0.0Paku sekrup 3.5"6.000Bh0.0Pekerja0.100Oh0.0Tukang kayu0.150Oh0.0Kepala tukang0.013Oh0.0Mandor0.004Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 m'Pasang nok stel rata 1.05 mNok stel rata1.100Lbr0.0Paku sekrup 3.5"6.000Bh0.0Pekerja0.084Oh0.0Tukang kayu0.125Oh0.0Kepala tukang0.013Oh0.0Mandor0.004Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 mPasang atap genteng betonGenteng beton11.00Bh0.0Paku biasa 2" - 5"0.030Kg0.0Pekerja0.200Oh0.0Tukang kayu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.010Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 mPasang atap genteng aspalGenteng aspal6.900Lbr0.0Plywood 4" x 8" x 6 mm0.350Lbr0.0Paku biasa " - 1"0.030Kg0.0Plastic aerator0.500Bh0.0Pekerja0.200Oh0.0Tukang kayu0.300OhKepala tukang0.003OhMandor0.010OhJumlah0.0Dibulatkan0.0SNI. 03-3436-20021 mPasang atap genteng metalGenteng metal1.020Lbr0.0Paku biasa 2" - 5"0.200Kg0.0Pekerja0.200Oh0.0Tukang kayu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.001Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 mPasang atap sirapGenteng sirap60.000Bh0.0Paku biasa " - 1"0.200Kg0.0Pekerja0.166Oh0.0Tukang kayu0.250Oh0.0Kepala tukang0.025Oh0.0Mandor0.008Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 m'Pasang nok genteng betonNok genteng beton3.500Bh0.0Paku biasa 2" - 5"0.050Kg0.0Semen abu-abu10.800Kg0.0Pasir pasang0.032M0.0Semen warna1.000Kg0.0Pekerja0.400Oh0.0Tukang kayu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.020Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 m'Pasang nok genteng aspalGenteng aspal2.000Bh0.0Paku biasa " - 1"0.050Kg0.0Kayu borneo, balok0.0035M0.0Pekerja0.125Oh0.0Tukang kayu0.250Oh0.0Kepala tukang0.025Oh0.0Mandor0.006Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 m'Pasang nok genteng metalGenteng decra bond1.100Bh0.0Paku biasa " - 1"0.050Kg0.0Pekerja0.250Oh0.0Tukang kayu0.150Oh0.0Kepala tukang0.015Oh0.0Mandor0.013Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 m'Pasang nok sirapSeng plat 3" x 6" bjls 280.400Lbr0.0Paku biasa " - 1"0.060Kg0.0Paku biasa 2" - 5"0.050Kg0.0Kayu borneo, papan tebal 3 cm0.004M0.0Pekerja0.125Oh0.0Tukang kayu0.250Oh0.0Kepala tukang0.025Oh0.0Mandor0.006Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 mPasang atap seng gelombangSeng gelombang 3" x 6" bkls 280.700Lbr0.0Paku biasa " - 1"0.020Kg0.0Pekerja0.120Oh0.0Tukang kayu0.060Oh0.0Kepala tukang0.006Oh0.0Mandor0.006Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 mPasang atap nok sengSeng plat 3" x 6" bjls 280.300Lbr0.0Paku biasa " - 1"0.040Kg0.0Pekerja0.150Oh0.0Tukang kayu0.070Oh0.0Kepala tukang0.008Oh0.0Mandor0.006Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 mPasang atap alluminiumAtap alluminium gelombang tebal 0,551.050M0.0Paku hak panjang 15 cm0.020Kg0.0Pekerja0.150Oh0.0Tukang kayu0.750Oh0.0Kepala tukang0.008Oh0.0Mandor0.006Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 mPasang nok alluminiumNok standar 40 cm 18, swg 221.200M0.0Paku hak panjang 15 cm0.040Kg0.0Pekerja0.100Oh0.0Tukang kayu1.000Oh0.0Kepala tukang0.010Oh0.0Mandor0.010Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-3436-20021 mPasang alluminium foil / sisalationSisalation / alluminium foil1.050M0.0Pekerja0.150Oh0.0Tukang kayu0.050Oh0.0Kepala tukang0.005Oh0.0Mandor0.008Oh0.0Jumlah0.0Dibulatkan0.0VIII.PEKERJAAN LANGIT-LANGITSNI. 03-2838-20021 mLangit-langit asbes (1.00 x 1.00) m, tebal 5 mmPelat asbes tebal 5 mm1.100Lbr0.0Paku0.010Kg0.0Pekerja0.030Oh0.0Tukang kayu0.070Oh0.0Kepala tukang0.007Oh0.0Mandor0.0015Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-20021 mLangit-langit asbes (1.00 x 1.00) m, tebal 4 mmPelat asbes tebal 4 mm1.100Lbr0.0Paku0.010Kg0.0Pekerja0.030Oh0.0Tukang kayu0.070Oh0.0Kepala tukang0.007Oh0.0Mandor0.0015Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-20021 mLangit-langit asbes (1.00 x 1.00) m, tebal 3.5 mmPelat asbes tebal 3.5 mm1.100Lbr0.0Paku0.010Kg0.0PekerjaOh0.0Tukang kayuOh0.0Kepala tukangOh0.0MandorOh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-20021 mLangit-langit akustik (60 x 120) cmAkustik arm strong ukuran 60 x 120 cm1.500Lbr0.0Paku0.050Kg0.0Pekerja0.060Oh0.0Tukang kayu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.003Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-20021 mLangit-langit plywood (30 x 60) cm, tebal 4 mmPlywood 4' x 8' x 4 mm0.360Lbr0.0Paku0.030Kg0.0Pekerja0.070Oh0.0Tukang kayu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.0035Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-20021 mLangit-langit plywood (30 x 60) cm, tebal 6 mmPlywood 4' x 8' x 6 mm0.360Lbr0.0Paku0.030Kg0.0PekerjaOh0.0Tukang kayuOh0.0Kepala tukangOh0.0MandorOh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-20021 mLangit-langit teakwood (30 x 60) cm, tebal 4 mmTeakwood 4' x 8' x 4 mm0.360Lbr0.0Paku0.030Kg0.0Pekerja0.070Oh0.0Tukang kayu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.0035Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-20021 mLangit-langit teakwood (60 x 120) cm, tebal 4 mmTeakwood 4' x 8' x 4 mm0.375Lbr0.0Paku0.030Kg0.0Pekerja0.070Oh0.0Tukang kayu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.0035Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-20021 mLangit-langit lat kayu jati.Kayu jati, papan0.024M0.0Paku0.010Kg0.0Paku sekrup0.050Kg0.0PekerjaOh0.0Tukang kayuOh0.0Kepala tukangOh0.0MandorOh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-20021 mLangit-langit soft boardSoft board 4' x 8' x 4 mm0.350Lbr0.0Paku biasa0.030Kg0.0Pekerja0.600Oh0.0Tukang kayu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.003Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-20021 mLangit-langit akustik 60 x 120 cm + rangka alluminiumProfil Alluminium "T"3.600M'0.0Kawat seng polos0.150Kg0.0Ramset/dina bolt1.000Bh0.0Akustik arm strong 60 x 120 cm1.500Lbr0.0Pekerja0.150Oh0.0Tukang kayu0.500Oh0.0Kepala tukang0.050Oh0.0Mandor0.0075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-20021 mList Langit-langit kayu profil.List kayu profil1.100M0.0Paku0.010Kg0.0PekerjaOh0.0Tukang kayuOh0.0Kepala tukangOh0.0MandorOh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-20021 mLangit-langit akustik (30 x 60) cm + rangka kayu borneoKayu borneo0.023M0.0Paku0.060Kg0.0Akustik 30 x 60 cm5.800Lbr0.0Pekerja0.260Oh0.0Tukang kayu0.400Oh0.0Kepala tukang0.040Oh0.0Mandor0.013Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-20021 mLangit-langit akustik (30 x 30) cm + rangka kayu borneoKayu borneo, balok0.027M0.0Paku0.060Kg0.0Akustik 30 x 30 cm11.500Lbr0.0Pekerja0.310Oh0.0Tukang kayu0.470Oh0.0Kepala tukang0.047Oh0.0Mandor0.0155Oh0.0Jumlah0.0Dibulatkan0.0X.PEKERJAAN SANITASISNI. 03-2838-2002Memasang 1 buah kloset jongkok terasoKloset jongkok teraso1.000Bh0.0Bata merah 5 x 11 x 22 cm7.000Bh0.0Semen portland6.000Kg0.0Pasir pasang0.010M0.0Pekerja1.000Oh0.0Tukang batu1.500Oh0.0Kepala tukang0.300Oh0.0Mandor0.110Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1 buah urinoirUrinoir1.000Bh0.0Perlengkapan30% Harga Urinoir0.0Semen portland6.000Kg0.0Pasir pasang0.010M0.0Pekerja1.000Oh0.0Tukang batu1.000Oh0.0Kepala tukang0.100Oh0.0Mandor0.100Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1 buah wastafelWastafel1.000Bh0.0Perlengkapan12% Harga Kloset0.0Semen abu-abu6.000Kg0.0Pasir pasang0.010M0.0Pekerja1.200Oh0.0Tukang batu1.450Oh0.0Kepala tukang0.150Oh0.0Mandor0.100Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1 buah bak mandi teraso volume 0.30 mBak teraso1.000Bh0.0Semen portland6.000Kg0.0Pasir pasang0.010M0.0Pekerja2.100Oh0.0Tukang batu0.750Oh0.0Kepala tukang0.070Oh0.0Mandor0.110Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1 buah bak mandi Fibreglass volume 0.30 mBak fibreglass1.0001 Bh0.0Perlengkapan18% Harga bak0.0Pembantu tukang1.800Oh0.0Tukang batu2.700Oh0.0Kepala tukang0.540Oh0.0Mandor0.110Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1 buah bak mandi batu bata volume 0.30 mBatu bata0.400M0.0Semen portland120.000Kg0.0Pasir pasang0.300M0.0Porselen (11 x 11) cm360.000Bh0.0Semen nat6.000Kg0.0Pekerja6.000Oh0.0Tukang batu3.000Oh0.0Kepala tukang0.300Oh0.0Mandor0.300Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1 buah badkip porselenBadkip1.000Bh0.0Perlengkapan20% Harga badkip0.0Tukang batu0.075Oh0.0Kepala tukang0.750Oh0.0Mandor0.250Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Membuat 1 buah bak beton volume 1 m air.Beton 1:1 : 20.900M0.0Besi beton180.000Kg0.0Kayu cetakan8.000M0.0Ubin porselen5.000M0.0Perlengkapan10% Harga total bahan0.0Pekerja3.500Oh0.0Tukang batu4.500Oh0.0Kepala tukang0.900Oh0.0Mandor0.900Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1 buah bak fibreglass volume 1 m airBak fibreglass1.000Bh0.0Perlengkapan12% Harga bak0.0Pekerja3.000Oh0.0Tukang batu4.500Oh0.0Kepala tukang0.900Oh0.0Mandor0.900Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1m' pipa penyalur air limbah jenis pipa tanah, diameter 15 cmPipa tanah1.600Bh0.0Semen portland0.680Kg0.0Pasir pasang0.013M0.0Pasir urug0.011M0.0Pekerja0.060Oh0.0Tukang batu0.030Oh0.0Kepala tukang0.003Oh0.0Mandor0.0025Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1m' pipa penyalur air limbah jenis pipa tanah, diameter cmPipa tanah1.600Bh0.0Semen portland0.870Kg0.0Pasir pasang0.014M0.0Pasir urug0.014M0.0Pekerja0.080Oh0.0Tukang batu0.040Oh0.0Kepala tukang0.004Oh0.0Mandor0.007Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1m' pipa beton, diameter 15 cm - 20 cmPipa beton1.100Bh0.0Batu bata0.027M0.0Semen portland3.920Kg0.0Pasir pasang0.056M0.0Pasir urug0.024M0.0Pekerja0.140Oh0.0Tukang batu0.070Oh0.0Kepala tukang0.007Oh0.0Mandor0.007Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1m' pipa beton, diameter 30 cm - 100 cmPipa beton1.100Bh0.0Batu bata0.550M0.0Semen portland10.300Kg0.0Pasir pasang0.061M0.0Pasir urug0.069M0.0Pekerja0.380Oh0.0Tukang batu0.190Oh0.0Kepala tukang0.019Oh0.0Mandor0.019Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1 buah bak kontrol pasangan batu bata ukuran (30 x 30) cm,tinggi 35 cmBatu bata0.145M0.0Semen portland44.000Kg0.0Pasir pasang0.070M0.0Batu kerikil0.070M0.0Besi beton1.600Kg0.0Pasir beton0.060M0.0Pekerja3.200Oh0.0Tukang batu1.015Oh0.0Kepala tukang0.0015Oh0.0Mandor0.016Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1 buah bak kontrol pasangan batu bata ukuran (45 x ) cm,tinggi 50 cmBatu bata0.250M0.0Semen portland77.000Kg0.0Pasir pasang0.130M0.0Batu kerikil0.020M0.0Besi beton2.600Kg0.0Pasir beton0.090M0.0Pekerja1.420Oh0.0Tukang batu0.473Oh0.0Kepala tukang0.047Oh0.0Mandor0.071Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1 buah bak kontrol pasangan batu bata ukuran (60 x ) cm,tinggi 65 cmBatu bata0.371M0.0Semen portland114.000Kg0.0Pasir pasang0.184M0.0Batu koral0.033M0.0Besi beton4.850Kg0.0Pasir beton0.120M0.0Pekerja2.160Oh0.0Tukang batu0.720Oh0.0Kepala tukang0.072Oh0.0Mandor0.108Oh0.0Tukang gali0.100Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1m' pipa galvanis diameter "Pipa galvanis1.200M'0.0Perlengkapan35.0% harga pipa0.0Pekerja0.054Oh0.0Tukang batu0.090Oh0.0Kepala tukang0.009Oh0.0Mandor0.027Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1m' pipa galvanis diameter "Pipa galvanis1.200M'0.0Perlengkapan35.0% harga pipa0.0Pekerja0.054Oh0.0Tukang batu0.090Oh0.0Kepala tukang0.009Oh0.0Mandor0.027Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1m' pipa galvanis diameter 1"Pipa galvanis1.2001.2 M'0.0Perlengkapan35.0% harga pipa0.0Pekerja0.054Oh0.0Tukang batu0.090Oh0.0Kepala tukang0.009Oh0.0Mandor0.027Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1m' pipa galvanis diameter 1"Pipa galvanis1.2001.2 M'0.0Perlengkapan35.0% harga pipa0.0Pekerja0.108Oh0.0Tukang batu0.180Oh0.0Kepala tukang0.018Oh0.0Mandor0.0054Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1m' pipa galvanis diameter 3"Pipa galvanis1.2001.2 M'0.0Perlengkapan35.0% harga pipa0.0Pekerja0.108Oh0.0Tukang batu0.180Oh0.0Kepala tukang0.018Oh0.0Mandor0.0054Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1m' pipa galvanis diameter 4"Pipa galvanis1.200M'0.0Perlengkapan35.0% harga pipa0.0Pekerja0.135Oh0.0Tukang batu0.225Oh0.0Kepala tukang0.0225Oh0.0Mandor0.0068Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1m' pipa PVC tipe AW diameter "Pipa PVC1.200M'0.0Perlengkapan35.0% harga pipa0.0Pekerja0.036Oh0.0Tukang batu0.060Oh0.0Kepala tukang0.006Oh0.0Mandor0.0018Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1m' pipa PVC tipe AW diameter "Pipa PVC1.200M'0.0Perlengkapan35.0% harga pipa0.0Pekerja0.036Oh0.0Tukang batu0.060Oh0.0Kepala tukang0.006Oh0.0Mandor0.0018Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1m' pipa PVC tipe AW diameter 1"Pipa PVC1.200M'0.0Perlengkapan35.0% harga pipa0.0Pekerja0.036Oh0.0Tukang batu0.060Oh0.0Kepala tukang0.006Oh0.0Mandor0.0018Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1m' pipa PVC tipe AW diameter 1"Pipa PVC1.200M'0.0Perlengkapan35.0% harga pipa0.0Pekerja0.036Oh0.0Tukang batu0.060Oh0.0Kepala tukang0.006Oh0.0Mandor0.0018Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1m' pipa PVC tipe AW diameter 2"Pipa PVC1.200M'0.0Perlengkapan35.0% harga pipa0.0Pekerja0.054Oh0.0Tukang batu0.090Oh0.0Kepala tukang0.009Oh0.0Mandor0.0027Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1m' pipa PVC tipe AW diameter 2"Pipa PVC1.200M'0.0Perlengkapan35.0% harga pipa0.0Pekerja0.036Oh0.0Tukang batu0.060Oh0.0Kepala tukang0.006Oh0.0Mandor0.0018Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1m' pipa PVC tipe AW diameter 3"Pipa PVC1.200M0.0Perlengkapan35.0% harga pipa0.0Pekerja0.081Oh0.0Tukang batu0.135Oh0.0Kepala tukang0.0135Oh0.0Mandor0.0041Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1m' pipa PVC tipe AW diameter 4"Pipa PVC1.200M'0.0Perlengkapan35.0% harga pipa0.0Pekerja0.081Oh0.0Tukang batu0.135Oh0.0Kepala tukang0.0135Oh0.0Mandor0.0041Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1 bh bak cuci piring stainless steelBak cuci stainless steel1.000Bh0.0Water drain + asesories1.000set0.0Pekerja0.030Oh0.0Tukang batu0.300Oh0.0Kepala tukang0.030Oh0.0Mandor0.0015Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1 bh bak cuci piring terasoBak cuci teraso1.000Bh0.0Water drain + asesories1.000Bh0.0Semen portland20.000Kg0.0Pasir0.050M0.0Pekerja0.050Oh0.0Tukang batu0.500Oh0.0Kepala tukang0.050Oh0.0Mandor0.0025Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03-2838-2002Memasang 1 bh kran diameter " atau "Kran air1.000Bh0.0Seal tape0.025Bh0.0Pekerja0.010Oh0.0Tukang batu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.005Oh0.0Jumlah0.0Dibulatkan0.0IX.PEKERJAAN BESI DAN ALUMINIUMSNI. 03.20021 kgPasang rangka atap baja.Besi profil WF1.100Kg0.0Meni besi0.080Kg0.0Tukang besi0.006Oh0.0Pekerja0.060Oh0.0Kepala tukang0.006Oh0.0Mandor0.0003Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang pintu besi baja.Pintu besi baja1.000M0.0Tukang besi konstruksi0.650Oh0.0Pekerja0.650Oh0.0Kepala tukang0.065Oh0.0Mandor0.032Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang jendela besi.Jendela besi1.000M0.0Tukang besi konstruksi1.050Oh0.0Pekerja1.050Oh0.0Kepala tukang0.105Oh0.0Mandor0.00525Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang jendela besi tahan apiJendela besi tahan api1.000M0.0Tukang besi konstruksi1.200Oh0.0Pekerja1.022Oh0.0Kepala tukang0.120Oh0.0Mandor0.006Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang pintu gulung besiPintu gulung besi1.000M0.0Tukang besi konstruksi1.200Oh0.0Pekerja1.200Oh0.0Kepala tukang0.120Oh0.0Mandor0.006Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang pintu lipatPintu lipat1.000M0.0Tukang besi konstruksi1.050Oh0.0Pekerja1.050Oh0.0Kepala tukang0.105Oh0.0Mandor0.0052Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang pintu Sunscreen alluminiumSunscreen alluminium1.000M0.0Tukang besi konstruksi0.800Oh0.0Pekerja0.080Oh0.0Kepala tukang0.080Oh0.0Mandor0.004Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang Rolling doorRoll door1.000M0.0Tukang besi konstruksi1.500Oh0.0Pekerja1.050Oh0.0Kepala tukang0.105Oh0.0Mandor0.0052Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang pintu alluminiumPintu alluminium1.000M0.0Tukang besi konstruksi1.050Oh0.0Pekerja1.050Oh0.0Kepala tukang0.105Oh0.0Mandor0.0052Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang Venetions blindsVenetions blinds1.000M0.0Tukang kayu0.350Oh0.0Pekerja0.350Oh0.0Kepala tukang0.035Oh0.0Mandor0.00175Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang Vertikals blindsVertikals blinds1.000M0.0Tukang kayu0.350Oh0.0Pekerja0.350Oh0.0Kepala tukang0.035Oh0.0Mandor0.00175Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang terali besiBesi strip 2 x 311.500M'0.0Tukang las1.200Oh0.0Pekerja1.200Oh0.0Kepala tukang0.012Oh0.0Mandor0.0006Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang kawat harmonikaKawat harmonika1.100M0.0Paku biasa " - 1"0.020Kg0.0Kayu kamper, papan0.0018M0.0Pekerja0.100Oh0.0Tukang kayu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.0005Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang kawat nyamukKawat nyamuk1.100M0.0Paku biasa " - 1"0.020Kg0.0Kayu kamper, papan0.0018M0.0Pekerja0.100Oh0.0Tukang kayu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.0005Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang kawat kassaKawat kassa1.100M0.0Paku biasa " - 1"0.020Kg0.0Kayu kamper, papan0.0018M0.0Pekerja0.100Oh0.0Tukang kayu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.0005Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang kawat burungKawat burung1.100M0.0Paku biasa " - 1"0.020Kg0.0Kayu kamper, papan0.0018M0.0Pekerja0.100Oh0.0Tukang kayu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.0005Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang jendela nako & tralisJendela nako1.100M0.0Paku biasa " - 1" atau skrup0.020Kg0.0Besi strip0.025M0.0Pekerja0.200Oh0.0Tukang kayu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.001Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 m'Pasang talang datar, seng bjls 28Seng plat 3' x 6' bjls 280.500Lbr0.0Paku biasa " - 1"0.015Kg0.0Kayu borneo, papan0.0096M0.0Flincote / meni besi0.250Kg0.0Pekerja0.150Oh0.0Tukang kayu0.400Oh0.0Kepala tukang0.025Oh0.0Mandor0.00125Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 m'Pasang talang miring, seng bjls 28Seng plat 3' x 6' bjls 280.50Lbr0.0Paku biasa " - 1"0.015Kg0.0Kayu borneo, papan0.019M0.0Flincote / meni besi0.300Kg0.0Pekerja0.040Oh0.0Tukang kayu0.400Oh0.0Kepala tukang0.025Oh0.0Mandor0.00125Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 m'Pasang talang lingkaran D-10 cm, seng bjls 28Seng plat 3' x 6' bjls 280.300Lbr0.0Paku biasa " - 1"0.100Kg0.0Kayu borneo, papan0.019M0.0Besi strip0.500Kg0.0Pekerja0.150Oh0.0Tukang kayu0.250Oh0.0Kepala tukang0.025Oh0.0Mandor0.00125Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 m'Pasang talang lingkaran D-10 cm, seng bjls 24Seng plat 3' x 6' bjls 240.300Lbr0.0Paku biasa " - 1"0.100Kg0.0Kayu borneo, papan0.019M0.0Besi strip0.500Kg0.0Pekerja0.150Oh0.0Tukang kayu0.250Oh0.0Kepala tukang0.025Oh0.0Mandor0.00125Oh0.0Jumlah0.0Dibulatkan0.0XI.PEKERJAAN KUNCI DAN KACASNI. 03.20021 bhPasang kunci tanam antikKunci tanam antik1.000Bh0.0Pekerja0.060Oh0.0Tukang kayu0.600Oh0.0Kepala tukang0.060Oh0.0Mandor0.003Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 bhPasang kunci tanam biasaKunci tanam biasa1.000Bh0.0Pekerja0.010Oh0.0Tukang kayu0.500Oh0.0Kepala tukang0.010Oh0.0Mandor0.005Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 bhPasang kunci tanam kamar mandiKunci tanam kamar mandi1.000Bh0.0Pekerja0.005Oh0.0Tukang kayu0.500Oh0.0Kepala tukang0.005Oh0.0Mandor0.0025Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 bhPasang kunci silinderKunci silinder1.000Bh0.0Pekerja0.005Oh0.0Tukang kayu0.500Oh0.0Kepala tukang0.005Oh0.0Mandor0.00025Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 bhPasang engsel pintuEngsel pintu1.000Bh0.0Pekerja0.015Oh0.0Tukang kayu0.150Oh0.0Kepala tukang0.015Oh0.0Mandor0.00075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 bhPasang engsel jendela kupu-kupuEngsel jendela1.000Bh0.0Pekerja0.010Oh0.0Tukang kayu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.0005Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 bhPasang engsel anginEngsel angin1.000Bh0.0Pekerja0.020Oh0.0Tukang kayu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.010Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 bhPasang spring knipSpring knip1.000Bh0.0Pekerja0.015Oh0.0Tukang kayu0.150Oh0.0Kepala tukang0.015Oh0.0Mandor0.00075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 bhPasang kait anginKait angin1.000Bh0.0Pekerja0.015Oh0.0Tukang kayu0.150Oh0.0Kepala tukang0.015Oh0.0Mandor0.00075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 bhPasang door closerDoor closer1.000Bh0.0Pekerja0.05Oh0.0Tukang kayu0.500Oh0.0Kepala tukang0.05Oh0.0Mandor0.0025Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 bhPasang kunci selotKunci selot1.000Bh0.0Pekerja0.020Oh0.0Tukang kayu0.200Oh0.0Kepala tukang0.020Oh0.0Mandor0.001Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 bhPasang pegangan pintu / door holderDoor holder1.000Bh0.0Pekerja0.050Oh0.0Tukang kayu0.500Oh0.0Kepala tukang0.050Oh0.0Mandor0.0025Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 bhPasang door stopDoor stop1.000Bh0.0Pekerja0.010Oh0.0Tukang kayu0.100Oh0.0Kepala tukang0.010Oh0.0Mandor0.0005Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 bhPasang rel pintu dorongRel pintu dorong1.000Bh0.0Pekerja0.060Oh0.0Tukang kayu0.600Oh0.0Kepala tukang0.060Oh0.0Mandor0.003Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 bhPasang kunci lemariKunci lemari1.000Bh0.0Pekerja0.025Oh0.0Tukang kayu0.250Oh0.0Kepala tukang0.025Oh0.0Mandor0.00125Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang kaca, tebal 3 mmKaca1.100M0.0Pekerja0.015Oh0.0Tukang kayu0.150Oh0.0Kepala tukang0.015Oh0.0Mandor0.00075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang kaca, tebal 5 mmKaca1.100M0.0Pekerja0.015Oh0.0Tukang kayu0.150Oh0.0Kepala tukang0.015Oh0.0Mandor0.00075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang kaca, tebal 8 mmKaca polos1.100M0.0Pekerja0.0165Oh0.0Tukang kayu0.165Oh0.0Kepala tukang0.0165Oh0.0Mandor0.0008Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang kaca buram, tebal 12 mmKaca buram1.100M0.0Sealent0.050Kg0.0Pekerja0.025Oh0.0Tukang kayu0.250Oh0.0Kepala tukang0.025Oh0.0Mandor0.00125Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang kaca cermin, tebal 5 mmKaca cermin1.100M0.0Pekerja0.015Oh0.0Tukang kayu0.150Oh0.0Kepala tukang0.015Oh0.0Mandor0.00075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang kaca cermin, tebal 6 mmKaca cermin1.100M0.0Pekerja0.015Oh0.0Tukang kayu0.150Oh0.0Kepala tukang0.015Oh0.0Mandor0.00075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang kaca cermin, tebal 8 mmKaca cermin1.100M0.0Pekerja0.0165Oh0.0Tukang kayu0.165Oh0.0Kepala tukang0.0165Oh0.0Mandor0.0008Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang kaca " wireglass ", tebal 5 mmKaca wireglass1.100M0.0Pekerja0.015Oh0.0Tukang kayu0.150Oh0.0Kepala tukang0.015Oh0.0Mandor0.00075Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang kaca patri, tebal 5 mmKaca patri1.100M0.0Pekerja0.015Oh0.0Tukang kayu0.150Oh0.0Kepala tukang0.015Oh0.0Mandor0.00075Oh0.0Jumlah0.0Dibulatkan0.0XII.PEKERJAAN PENUTUP LANTAI DAN DINDINGSNI. 03.20021 mPasang lantai ubin pc abu-abu ukuran 40 x 40 cmUbin abu-abu 40 x 40 cm6.630Bh0.0Semen portland9.800Kg0.0Pasir pasang0.0215M0.0Pekerja0.250Oh0.0Tukang batu0.120Oh0.0Kepala tukang0.012Oh0.0Mandor0.0125Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai ubin pc abu-abu ukuran 30 x 30 cmUbin abu-abu 30 x 30 cm10.670Bh0.0Semen portland10.400Kg0.0Pasir pasang0.0215M0.0Pekerja0.260Oh0.0Tukang batu0.125Oh0.0Kepala tukang0.0125Oh0.0Mandor0.013Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai ubin pc abu-abu ukuran 20 x 20 cmUbin abu-abu 20 x 20 cm26.500Bh0.0Semen portland10.400Kg0.0Pasir pasang0.0135M0.0Pekerja0.270Oh0.0Tukang batu0.130Oh0.0Kepala tukang0.013Oh0.0Mandor0.0135Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai ubin warna ukuran 40 x 40 cmUbin warna 40 x 40 cm6.63Bh0.0Semen portland8.16Kg0.0Pasir pasang0.023M0.0Semen warna0.900Kg0.0Pekerja0.250Oh0.0Tukang batu0.120Oh0.0Kepala tukang0.012Oh0.0Mandor0.0125Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai ubin warna ukuran 30 x 30 cmUbin warna 30 x 30 cm11.87Bh0.0Semen portland8.36Kg0.0Pasir pasang0.023M0.0Semen warna0.900Kg0.0Pekerja0.250Oh0.0Tukang batu0.120Oh0.0Kepala tukang0.012Oh0.0Mandor0.0125Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai ubin warna ukuran 20 x 20 cmUbin warna 20 x 20 cm26.500Bh0.0Semen portland8.760Kg0.0Pasir pasang0.023M0.0Semen warna0.900Kg0.0Pekerja0.270Oh0.0Tukang batu0.130Oh0.0Kepala tukang0.013Oh0.0Mandor0.0135Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai ubin teraso ukuran 40 x 40 cmUbin teraso 40 x 40 cm6.250Bh0.0Semen portland8.800Kg0.0Pasir pasang0.0215M0.0Semen warna0.900Kg0.0Pekerja0.250Oh0.0Tukang batu0.120Oh0.0Kepala tukang0.012Oh0.0Mandor0.0125Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai ubin teraso ukuran 30 x 30 cmUbin teraso 30 x 30 cm1.870Bh0.0Semen portland10.000Kg0.0Pasir pasang0.0215M0.0Semen warna1.540Kg0.0Pekerja0.260Oh0.0Tukang batu0.125Oh0.0Kepala tukang0.0125Oh0.0Mandor0.013Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai ubin granito ukuran 40 x 40 cmUbin granito 40 x 40 cm6.930Bh0.0Semen portland9.800Kg0.0Pasir pasang0.0215M0.0Semen warna1.300Kg0.0Pekerja0.250Oh0.0Tukang batu0.120Oh0.0Kepala tukang0.012Oh0.0Mandor0.0125Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai ubin granito ukuran 30 x 30 cmUbin granito 30 x 30 cm11.870Bh0.0Semen portland10.000Kg0.0Pasir pasang0.0215M0.0Semen warna1.500Kg0.0Pekerja0.260Oh0.0Tukang batu0.125Oh0.0Kepala tukang0.0125Oh0.0Mandor0.013Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai ubin teralux kerang ukuran 40 x 40 cmUbin teralux kerang 40 x 40 cm6.250Bh0.0Semen portland8.800Kg0.0Pasir pasang0.0215M0.0Semen warna1.300Kg0.0Pekerja0.250Oh0.0Tukang batu0.120Oh0.0Kepala tukang0.0120Oh0.0Mandor0.0125Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai ubin teralux kerang ukuran 30 x 30 cmUbin teralux kerang 30 x 30 cm11.807Bh0.0Semen portland10.000Kg0.0Pasir pasang0.0215M0.0Semen warna1.125Kg0.0Pekerja0.250Oh0.0Tukang batu0.120Oh0.0Kepala tukang0.0120Oh0.0Mandor0.0125Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai ubin teralux marmer ukuran 60 x 60 cmUbin teralux marmer 60 x 60 cm5.600Bh0.0Semen portland8.190Kg0.0Pasir pasang0.045M0.0Semen warna1.000Kg0.0Pekerja0.250Oh0.0Tukang batu0.120Oh0.0Kepala tukang0.0120Oh0.0Mandor0.0125Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai ubin teralux marmer ukuran 40 x 40 cmUbin teralux marmer 40 x 40 cm6.250Bh0.0Semen portland8.800Kg0.0Pasir pasang0.0215M0.0Semen warna1.300Kg0.0Pekerja0.672Oh0.0Tukang batu0.224Oh0.0Kepala tukang0.022Oh0.0Mandor0.034Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai ubin teralux marmer ukuran 30 x 30 cmUbin teralux marmer 30 x 30 cm11.870Bh0.0Semen portland10.000Kg0.0Pasir pasang0.0215M0.0Semen warna1.500Kg0.0Pekerja0.700Oh0.0Tukang batu0.340Oh0.0Kepala tukang0.034Oh0.0Mandor0.035Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 m'Pasang plint ubin pc abu-abu ukuran 15 x 20 cmPlint ubin 15 x 20 cm5.300Bh0.0Semen portland1.560Kg0.0Pasir pasang0.004M0.0Pekerja0.060Oh0.0Tukang batu0.030Oh0.0Kepala tukang0.003Oh0.0Mandor0.003Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 m'Pasang plint ubin pc abu-abu ukuran 10 x 30 cmPlint ubin 10 x 30 cm3.530Bh0.0Semen portland1.560Kg0.0Pasir pasang0.003M0.0Pekerja0.060Oh0.0Tukang batu0.030Oh0.0Kepala tukang0.003Oh0.0Mandor0.003Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 m'Pasang plint ubin pc abu-abu ukuran 10 x 40 cmPlint ubin 10 x 40 cm2.650Bh0.0Semen portland1.560Kg0.0Pasir pasang0.003M0.0Pekerja0.060Oh0.0Tukang batu0.030Oh0.0Kepala tukang0.003Oh0.0Mandor0.003Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 m'Pasang plint ubin pc warna ukuran 10 x 20 cmPlint ubin pc warna 10 x 20 cm5.300Bh0.0Semen portland1.200Kg0.0Pasir pasang0.003M0.0semen warna0.190Kg0.0Pekerja0.060Oh0.0Tukang batu0.030Oh0.0Kepala tukang0.003Oh0.0Mandor0.003Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 m'Pasang plint ubin pc warna ukuran 10 x 30 cmPlint ubin pc warna 10 x 30 cm3.330Bh0.0Semen portland1.650Kg0.0Pasir pasang0.0032M0.0semen warna0.100Kg0.0Pekerja0.060Oh0.0Tukang batu0.030Oh0.0Kepala tukang0.003Oh0.0Mandor0.003Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 m'Pasang plint ubin pc warna ukuran 10 x 40 cmPlint ubin pc warna 10 x 40 cm2.650Bh0.0Semen portland1.200Kg0.0Pasir pasang0.003M0.0semen warna0.100Kg0.0Pekerja0.080Oh0.0Tukang batu0.040Oh0.0Kepala tukang0.004Oh0.0Mandor0.004Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 m'Pasang plint ubin teraso ukuran 10 x 30 cmPlint ubin teraso 10 x 30 cm3.530Bh0.0Semen portland1.560Kg0.0Pasir pasang0.003M0.0semen warna0.190Kg0.0Pekerja0.080Oh0.0Tukang batu0.040Oh0.0Kepala tukang0.004Oh0.0Mandor0.004Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 m'Pasang plint ubin teraso ukuran 10 x 40 cmPlint ubin teraso 10 x 40 cm2.650Bh0.0Semen portland1.200Kg0.0Pasir pasang0.003M0.0semen warna0.100Kg0.0Pekerja0.080Oh0.0Tukang batu0.040Oh0.0Kepala tukang0.004Oh0.0Mandor0.004Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 m'Pasang plint ubin granito ukuran 10 x 40 cmPlint ubin granito 10 x 40 cm2.650Bh0.0Semen portland1.200Kg0.0Pasir pasang0.003M0.0semen warna0.100Kg0.0Pekerja0.060Oh0.0Tukang batu0.030Oh0.0Kepala tukang0.003Oh0.0Mandor0.003Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 m'Pasang plint ubin granito ukuran 10 x 30 cmPlint ubin granito 10 x 30 cm3.330Bh0.0Semen portland1.650Kg0.0Pasir pasang0.0032M0.0semen warna0.100Kg0.0Pekerja0.900Oh0.0Tukang batu0.090Oh0.0Kepala tukang0.009Oh0.0Mandor0.0045Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 m'Pasang plint ubin teralux kerang ukuran 10 x 40 cmPlint ubin teralux kerang 10 x 40 cm2.500Bh0.0Semen portland1.650Kg0.0Pasir pasang0.0032M0.0semen warna0.100Kg0.0Pekerja0.900Oh0.0Tukang batu0.090Oh0.0Kepala tukang0.009Oh0.0Mandor0.0045Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 m'Pasang plint ubin teralux kerang ukuran 10 x 30 cmPlint ubin teralux kerang 10 x 30 cm3.330Bh0.0Semen portland1.650Kg0.0Pasir pasang0.0032M0.0semen warna0.100Kg0.0Pekerja0.900Oh0.0Tukang batu0.090Oh0.0Kepala tukang0.009Oh0.0Mandor0.0045Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 m'Pasang plint ubin teralux marmer ukuran 10 x 60 cmPlint ubin teralux marmer 10 x 60 cm1.700Bh0.0Semen portland1.650Kg0.0Pasir pasang0.0032M0.0semen warna0.100Kg0.0Pekerja0.900Oh0.0Tukang batu0.090Oh0.0Kepala tukang0.009Oh0.0Mandor0.0045Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 m'Pasang plint ubin teralux marmer ukuran 10 x 40 cmPlint ubin teralux marmer 10 x 40 cm2.500Bh0.0Semen portland1.650Kg0.0Pasir pasang0.0032M0.0semen warna0.100Kg0.0Pekerja0.900Oh0.0Tukang batu0.090Oh0.0Kepala tukang0.009Oh0.0Mandor0.0045Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 m'Pasang plint ubin teralux marmer ukuran 10 x 30 cmPlint ubin teralux marmer 10 x 30 cm3.330Bh0.0Semen portland1.650Kg0.0Pasir pasang0.0032M0.0semen warna0.100Kg0.0Pekerja0.900Oh0.0Tukang batu0.090Oh0.0Kepala tukang0.009Oh0.0Mandor0.0045Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang teraso cor ditempatBahan teraso cor0.0036M0.0Pekerja0.900Oh0.0Tukang batu0.090Oh0.0Kepala tukang0.009Oh0.0Mandor0.0045Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang teralux cor ditempat, tebal 3 cmBahan teralux cor0.0036M0.0Pekerja0.900Oh0.0Tukang batu0.090Oh0.0Kepala tukang0.009Oh0.0Mandor0.0045Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang ubin tahan asamUbin tahan asam1.050M0.0Semen tahan asam14.140Kg0.0Pasir pasang0.040M0.0Pekerja0.270Oh0.0Tukang batu0.150Oh0.0Kepala tukang0.015Oh0.0Mandor0.0135Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai keramik artistik 10 x 20 cmUbin keramik artistik 10 x 20 cm50.000Bh0.0Semen portland11.380Kg0.0Pasir pasang0.042M0.0Semen warna1.500Kg0.0Pekerja0.620Oh0.0Tukang batu0.350Oh0.0Kepala tukang0.035Oh0.0Mandor0.030Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai keramik artistik 10 x 10 cmUbin keramik artistik 10 x 10 cm50.000Bh0.0Semen portland11.380Kg0.0Pasir pasang0.042M0.0Semen warna2.000Kg0.0Pekerja0.620Oh0.0Tukang batu0.350Oh0.0Kepala tukang0.035Oh0.0Mandor0.030Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai keramik artistik 5 x 20 cmUbin keramik artistik 5 x 20 cm100.000Bh0.0Semen portland11.380Kg0.0Pasir pasang0.042M0.0Semen warna1.500Kg0.0Pekerja0.620Oh0.0Tukang batu0.350Oh0.0Kepala tukang0.035Oh0.0Mandor0.030Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 m'Pasang plint keramik artistik 10 x 20 cmPlint keramik artistik 10 x 20 cm5.00Bh0.0Semen portland1.65Kg0.0Pasir pasang0.0032M0.0Semen warna0.100Kg0.0Pekerja0.090Oh0.0Tukang batu0.090Oh0.0Kepala tukang0.009Oh0.0Mandor0.0045Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 m'Pasang plint keramik artistik 10 x 10 cmPlint keramik artistik 10 x 10 cm0.000Bh0.0Semen portland1.650Kg0.0Pasir pasang0.0032M0.0Semen warna0.120Kg0.0Pekerja0.090Oh0.0Tukang batu0.090Oh0.0Kepala tukang0.009Oh0.0Mandor0.0045Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 m'Pasang plint keramik artistik 5 x 20 cmPlint keramik artistik 5 x 20 cm5.000Bh0.0Semen portland0.850Kg0.0Pasir pasang0.0022M0.0Semen warna0.080Kg0.0Pekerja0.090Oh0.0Tukang batu0.090Oh0.0Kepala tukang0.009Oh0.0Mandor0.0045Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 m'Internal cove artistik ( 5 x 5 x 20 ) cmInternal cove ( 5 x 5 x 20 ) cm10.000Bh0.0Semen portland1.415Kg0.0Pasir pasang0.039M0.0Semen warna1.200Kg0.0Pekerja0.750Oh0.0Tukang batu0.450Oh0.0Kepala tukang0.045Oh0.0Mandor0.0375Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 m'Pasang plint vinyil tanpa adukanLt vinyl karet 30 x 30 kwl l3.500Bh0.0Lem vinyl0.080Kg0.0Pekerja0.080Oh0.0Tukang batu0.080Oh0.0Kepala tukang0.008Oh0.0Mandor0.004Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai keramik 10 x 20 cmUbin keramik artistik 10 x 20 cm50.000Bh0.0Semen portland11.380Kg0.0Pasir pasang0.042M0.0Semen warna1.500Kg0.0Pekerja0.620Oh0.0Tukang batu0.350Oh0.0Kepala tukang0.035Oh0.0Mandor0.030Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai keramik 15 x 15 cmUbin keramik artistik 15 x 15 cm44.000Bh0.0Semen portland11.380Kg0.0Pasir pasang0.042M0.0Semen warna1.500Kg0.0Pekerja0.620Oh0.0Tukang batu0.350Oh0.0Kepala tukang0.035Oh0.0Mandor0.030Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai keramik 20 x 20 cmUbin keramik 20 x 20 cm25.000Bh0.0Semen portland11.380Kg0.0Pasir pasang0.042M0.0Semen warna1.500Kg0.0Pekerja0.620Oh0.0Tukang batu0.350Oh0.0Kepala tukang0.035Oh0.0Mandor0.030Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai keramik 25 x 25 cmUbin keramik 25 x 25 cm16.000Bh0.0Semen portland11.380Kg0.0Pasir pasang0.0420M0.0Semen warna1.500Kg0.0Pekerja0.620Oh0.0Tukang batu0.350Oh0.0Kepala tukang0.035Oh0.0Mandor0.030Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai keramik 15 x 20 cmUbin keramik 15 x 20 cm35.00Bh0.0Semen portland11.380Kg0.0Pasir pasang0.042M0.0Semen warna1.500Kg0.0Pekerja0.620Oh0.0Tukang batu0.350Oh0.0Kepala tukang0.035Oh0.0Mandor0.030Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai keramik 33 x 33 cmUbin keramik 33 x 33 cm10.000Bh0.0Semen portland11.380Kg0.0Pasir pasang0.042M0.0Semen warna1.500Kg0.0Pekerja0.620Oh0.0Tukang batu0.350Oh0.0Kepala tukang0.035Oh0.0Mandor0.030Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai keramik 33 x 33 cm anti slipUbin keramik 33 x 33 cm anti slip10.000Bh0.0Semen portland11.380Kg0.0Pasir pasang0.042M0.0Semen warna1.500Kg0.0Pekerja0.620Oh0.0Tukang batu0.350Oh0.0Kepala tukang0.035Oh0.0Mandor0.030Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai keramik 10 x 33 cmUbin keramik 10 x 33 cm33.000Bh0.0Semen portland11.380Kg0.0Pasir pasang0.042M0.0Semen warna1.500Kg0.0Pekerja0.620Oh0.0Tukang batu0.350Oh0.0Kepala tukang0.035Oh0.0Mandor0.030Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai mosaik 30 x 30 cm, ex lokalMosaik 30 x 30 cm12.000Bh0.0Semen portland14.150Kg0.0Pasir pasang0.039M0.0Semen warna2.000Kg0.0Pekerja0.620Oh0.0Tukang batu0.350Oh0.0Kepala tukang0.035Oh0.0Mandor0.030Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai marmerMarmer1.0520Bh0.0Semen portland14.15Kg0.0Pasir pasang0.039M0.0Semen warna2.000Kg0.0Pekerja0.620Oh0.0Tukang batu0.350Oh0.0Kepala tukang0.035Oh0.0Mandor0.030Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai karpet 100% woolFeltex carpet 100% wool-T-211.050M0.0Lem vinyl0.350Kg0.0Pekerja0.170Oh0.0Tukang0.170Oh0.0Kepala tukang0.017Oh0.0Mandor0.0085Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai karpet 80% wool, 20% nylonCarpet 80% wool, 20% nylon1.050M0.0Lem vinyl0.350Kg0.0Pekerja0.170Oh0.0Tukang0.170Oh0.0Kepala tukang0.017Oh0.0Mandor0.0085Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang underlyer, tebal 6 mmUnderlyer Tebal 6 mm / rubber corrugated1.050M45000Rp47,250.00Pekerja0.120Oh40000Rp4,800.00Tukang0.120Oh55000Rp6,600.00Kepala tukang0.012Oh65000Rp780.00Mandor0.006Oh50000Rp300.00JumlahRp59,730.00DibulatkanRp59,730.00SNI. 03.20021 mPasang lantai karpetCarpet1.050M0.0Lem vinyl0.35Kg0.0Pekerja0.170Oh0.0Tukang0.170Oh0.0Kepala tukang0.017Oh0.0Mandor0.0085Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang lantai parquet jatiParquet jati1.050M0.0Lem vinyl0.60Kg0.0Pekerja0.650Oh0.0Tukang0.350Oh0.0Kepala tukang0.035Oh0.0Mandor0.0325Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang gymfloorGymfloor1.050M0.0Lem vinyl0.60Kg0.0Pekerja0.650Oh0.0Tukang0.350Oh0.0Kepala tukang0.035Oh0.0Mandor0.0325Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang dinding porselin 11 x 11 cm, putihPorselin 11 x 11 cm83.000Bh0.0Semen abu-abu9.300Kg0.0Pasir pasang0.018M0.0Semen warna1.500Kg0.0Pekerja0.620Oh0.0Tukang batu0.500Oh0.0Kepala tukang0.050Oh0.0Mandor0.030Oh0.0Jumlah0.0Dibulatkan0.0SNI. 03.20021 mPasang


Tata cara perencanaan dan pelaksanaan bangunan …sni.litbang.pu.go.id/image/sni/isi/sni-7392--2008.pdfSNI 03-2847-2006, Tata cara perhitungan struktur beton untuk bangunan gedung

Standar Nasional Indonesia - sni.litbang.pu.go.idsni.litbang.pu.go.id/image/sni/isi/sni-78312012.pdf · SNI 03-1729-2002, Tata cara perencanaan struktur baja untuk bangunan gedung

SNI-Konservasi Energi Sistem Tata Udara Bangunan Gedung

SNI Bangunan Tahan Gempa

SNI 2847:2013 Persyaratan Beton Struktural untuk Bangunan Gedung

Analis Sni Gedung&Bangunan

Spesifikasi beton segar siap pakaisni.litbang.pu.go.id/image/sni/isi/sni-4433-2016.pdf · tuk SPT Konstruksi Bangunan ” SNI 4433:2016 Standar Nasional Indonesia ICS 91.100.30 Badan

SNI BETON 20021216 Tata Cara Perhitungan Struktur Beton Bangunan Gedung

BAB 1 PENDAHULUAN · PPBBI 1984, Peraturan Perencanaan Bangunan Baja Indonesia. c. SNI 03 – 1729 – 2002, Tata Cara Perencanaan Struktur Baja Untuk Bangunan Gedung. d. SNI 2847

Konservasi Energi Selubung Bangunan Pada Bangunan Gedung. Sni 03-6389-2000

SNI 03-2399-2002 Tata Cara an Bangunan MCK Umum

Sni 2847 2013-persyaratan-beton-struktural-untuk-bangunan-gedung

SNI 03-6389-2000 Konservasi Energi Selubung Bangunan Pada Bangunan Gedung

SNI 03-7015-2004 Sistem Proteksi Petir Pada Bangunan Gedung

SNI-Konservasi Energi Sistem Tata Udara Bangunan Gedung_4

SNI 03 – 2847 - 2002 SNI · SNI 03 – 2847 - 2002 STANDAR NASIONAL INDONESIA Tata Cara Perhitungan Struktur Beton Untuk Bangunan Gedung (Beta Version) Bandung, Desember 2002

SNI Persyaratan Beton Struktural untuk Bangunan Gedung

Sni 1741 2008 cara uji ketahanan api komponen struktur bangunan

Spesifikasi pengencer graut untuk beton agregat praletaksni.litbang.pu.go.id/image/sni/isi/sni-6418-2016.pdf · tuk SPT Konstruksi Bangunan SNI 6418:2016 Standar Nasional Indonesia

SNI 03-6571-2001 Sistem Pengendalian Asap Kebakaran Pada Bangunan Gedung

Spesifikasi bangunan pelengkap unit instalasi pengolahan airsni.litbang.pu.go.id/image/sni/isi/sni-7507--2011.pdf ·  · 2017-05-23Standar ini merupakan SNI baru yang mengacu pada

Cara Perancanaan Teknik Bangunan Stadion (standar SNI T

44940608 Rab Sni Untuk Bangunan Gedung

Cara uji jalar api pada permukaan bahan bangunan untuk …sni.litbang.pu.go.id/image/sni/isi/sni-1739--2008.pdf · bangunan untuk pencegahan bahaya kebakaran pada bangunan rumah dan

Konservasi energi selubung bangunan pada bangunan …dppk.bandung.go.id/assets/uploads/file/20a8b-sni-selubung-banguna… · pembangunan, pengoperasian dan pemeliharaan bangunan gedung

SNI 1726 2012 - STRUKTUR BANGUNAN GEMPA

Sni-1726-2002 Bangunan Tahan Gempa

SNI 2851-2015 tentang Desain Bangunan Penahan Sedimen

STANDAR NASIONAL INDONESIA SNI 13-4688 …psdg.geologi.esdm.go.id/regulasi/sni/SNI 13-4688-1998 (Peta Sumber...STANDAR NASIONAL INDONESIA SNI 13-4688-1998 ... 10 Bahan bangunan adalah

SNI Beton Pracetak Bangunan Tinggi

SNI 03 - 1729 - 2002 SNI STANDAR NASIONAL INDONESIAhendrabudiarto.weebly.com/uploads/2/6/2/1/26219842/sni-03-1729... · untuk bangunan gedung departemen pekerjaan umum sni . i dari

Tata cara pengendalian serangan rayap tanah pada bangunan ...sni.litbang.pu.go.id/image/sni/isi/sni-2405-2015.pdf · Pengendalian serangan rayap pada bangunan rumah dan gedung paska

SNI 03 - MgCO3 – Magnesium Karbonat...SNI 03 - 1729 - 2002 STANDAR NASIONAL INDONESIA TATA CARA PERENCANAAN STRUKTUR BAJA UNTUK BANGUNAN GEDUNG DEPARTEMEN PEKERJAAN UMUM SNI i …

JDIH Kota Padang · 2020. 4. 18. · HARGA SATUAN PEKERJAAN DAN HARGA SATUAN BANGUNAN Menimbang Mengingat GEDUNG NEGARA TAHUN ANGGARAN 2020 ... HARGA SATUAN SNI SNI SNI SNI Standar

SNI 03 - 1729 - 2002 SNI STANDAR NASIONAL INDONESIA · sni 03 - 1729 - 2002 standar nasional indonesia tata cara perencanaan struktur baja untuk bangunan gedung departemen pekerjaan