Post on 17-Sep-2015
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ANALISA BAHAN DAN ANALISA UPAH
DAFTAR HARGA BAHAN DAN UPAHUntuk mendapatkan daftar harga baik bahan maupun upah diperoleh melalui :Daftar harga yang dikeluarkan Pemda setempatDaftar harga yang dikeluarkan Instansi tertentuJurnal-jurnal harga bahan dan upahBapenasSurvei harga di lokasi proyekdsb
DAFTAR HARGA BAHAN DAN UPAHContoh Daftar Harga Bahan
Rekapitulasi
REKAPITULASI ESTIMATE ENGINEERING
Satker: Pelaksanaan Pembangunan Perumahan
Pekerjaan: Pembangunan Rumah Susun Sederhana Sewa (Rusunawa) Tipe 24
Lokasi: WILAYAH ZONA GEMPA 3 DAN 4
Tahun: 2007
NO.URAIAN PEKERJAANTOTAL HARGA
I.PEKERJAAN PERSIAPAN220,282,527.79220,282,527.79
II.PEKERJAAN STRUKTUR1,039,738,057.781,039,738,057.78
II.1.PEKRJAAN PONDASI
A.PEKERJAAN PONDASI712,525,000.00
B.PEKERJAAN PILE CAP306,344,629.00
C.PEKERJAAN TANAH20,868,428.78
II.2.PEKERJAAN STRUKTUR ATAS (UPPER STRUCTURE)2,053,562,733.452,053,562,733.45
A.PEKERJAAN STRUKTUR LT.DASAR132,070,887.75
B.PEKERJAAN STRUKTUR LT. 2441,102,549.49
C.PEKERJAAN STRUKTUR LT. 3446,617,901.37
D.PEKERJAAN STRUKTUR LT. 4422,709,989.40
E.PEKERJAAN STRUKTUR LT. 5417,348,655.37
F.PEKERJAAN STRUKTUR LT. RINGBALK193,712,750.07
III.PEKERJAAN ARSITEKTUR2,079,530,208.472,079,530,208.47
A.PEKERJAAN PASANGAN DAN PLESTERAN1,181,815,490.17
B.PEKERJAAN PINTU DAN JENDELA203,496,175.30
C.PEKERJAAN ACESORIS & RAILING157,026,459.51
D.PEKERJAAN CAT97,872,883.49
E.PEKERJAAN ATAP, CANOPY & PLAFOND439,319,200.00
IV.PEKERJAAN MEKANIKAL ,ELEKTRIKAL DAN PLUMBING2,815,850,021.382,815,850,021.38
IV.1PEKERJAAN INSTALASI ELEKTRIKAL888,002,907.00
APENYAMBUNGAN169,563,350.00
BPEKERJAAN PANEL101,519,000.00
CPEKERJAAN INSTALASI KABEL FEDER99,837,354.10
DPEKERJAAN KABEL LADDER127,543,667.90
EPEKERJAAN ARMATUR LAMPU, SAKLAR & STOP KONTAK50,491,485.00
FPEKERJAAN INSTALASI FINAL201,682,800.00
GPEKERJAAN SISTEM PENTANAHAN18,452,500.00
HPEKERJAAN PENANGKAL PETIR30,582,750.00
1PENGDAAN DAN PEMASANGAN GENSET88,330,000.00
IV.2PEKERJAAN INSTALASI ELEKTRONIK188,055,780.00
APEKERJAAN SISTEM TELPON6,477,130.00
BPEKERJAAN SISTEM TV63,500,800.00
CPEKERJAAN FIRE ALARM118,077,850.00
IV.3PEKERJAAN MEKANIKAL
IV.3.1PEKERJAAN INSTALASI PLAMBING972,475,702.88
AINSTALASI AIR BERSIH645,116,054.44
BINSTALASI AIR KOTOR & AIR BEKAS215,013,121.95
CINSTALASI AIR HUJAN65,879,327.25
DINSTALASI VENT31,342,199.24
EMATERIAL BANTU9,075,000.00
FTESTING COMMISSIONING6,050,000.00
IV.3.2PEKERJAAN PEMADAM KEBAKARAN767,315,631.50
APERALATAN UTAMA364,480,247.45
BINSTALASI PEMIPAAN HYDRANT196,757,583.33
CPEMIPAAN SPRINKLER184,902,800.72
DMATERIAL BANTU12,100,000.00
ETESTING COMMISSIONING9,075,000.00
IV.PEKERJAAN GROUNTANK DAN SEPTITANK2,044,575,289.972,044,575,289.97
A.PEKERJAAN GROUNTANK654,790,552.60
B.PEKERJAAN SEPTITANK1,389,784,737.37
T O T A L :10,253,538,838.84
Fee Royalti 3 % :61,606,882.00
T O T A L :10,315,145,720.85
Fee Kontraktor 10 %1,031,514,572.08
T O T A L :11,346,660,292.93
PPN 10 % :1,134,666,029.29
G R A N D T O T A L :12,481,326,322.22
DIBULATKAN :12,481,326,300.00
TOTALKONVENSIONAL11,604,769,546.78
EFISIENSI11.64
BETONKONVENSIONAL3,404,793,440.66
EFISIENSI39.69
Page &P of &N
Analisa`20 %
Macam Pekerjaan (Bahan)SatuanKoefisienHarga Bahan/ UpahJumlah Harga BahanJumlah Harga Upahtotal
1 m2 Bekisting untuk pelat beton pracetak (5x pakai)
Bahan
Lantai kerja tebal 10 cmm30.0110.0
Besi Hollow 50x50x3kg12.964Rp5,252.10Rp68,088.24
Kaso 5/7m30.006Rp1,500,000.00Rp9,000.00
Phenol Film 12mmlbr0.111Rp225,000.00Rp24,975.00
Dynabolt 12 (10-15cm)bh5.358Rp800.00Rp4,286.40
Minyak Bekisinglt3.882Rp20,000.00Rp77,640.00
Upah
PekerjaOh0.01Rp34,750.00Rp347.50
Tukang KayuOh0.105Rp40,950.00Rp4,299.75
Kepala TukangOh0.011Rp47,140.00Rp518.54
MandorOh0.002Rp53,330.00Rp106.66
TotalRp106,349.64Rp5,272.45Rp111,622.09
1 m2 Bekisting untuk Balok beton pracetak (10-12x pakai)
Bahan
Kaso 5/7m30.007Rp1,500,000.00Rp10,500.00
Phenol Film 12mmlbr0.059Rp225,000.00Rp13,275.00
Paku 5-7 cmkg0.064Rp9,850.00Rp630.40
Dynabolt 12 (10-15cm)bh0.064Rp800.00Rp51.20
Minyak Bekisinglt2.31Rp20,000.00Rp46,200.00
Upah
PekerjaOh0.005Rp34,750.00Rp173.75
Tukang KayuOh0.053Rp40,950.00Rp2,170.35
Kepala TukangOh0.005Rp47,140.00Rp235.70
MandorOh0.001Rp53,330.00Rp53.33
TotalRp24,456.60Rp2,633.13Rp27,089.73
1 m2 Bekisting untuk Kolom, beton pracetak (10-12x pakai)
Bahan
Kaso 5/7m30.005Rp1,500,000.00Rp7,500.00
Phenol Film 12mmlbr0.066Rp225,000.00Rp14,850.00
Paku 5-7 cmkg0.064Rp9,850.00Rp630.40
Dynabolt 12 (10-15cm)bh0.956Rp800.00Rp764.80
Minyak Bekisinglt0.032Rp20,000.00Rp640.00
Upah
PekerjaOh0.005Rp34,750.00Rp173.75
Tukang KayuOh0.019Rp40,950.00Rp778.05
Kepala TukangOh0.005Rp47,140.00Rp235.70
MandorOh0.001Rp53,330.00Rp53.33
TotalRp24,385.20Rp1,240.83Rp25,626.03
Upah Pemasangan + Buka Bekisting 1 bh komponen untuk pelat pracetak
Upah
PekerjaOh0.058Rp34,750.00Rp2,015.50
Tukang KayuOh0.019Rp40,950.00Rp778.05
MandorOh0.006Rp53,330.00Rp319.98
TotalRp3,113.53Rp3,113.53
Upah Pemasangan + Buka Bekisting 1 bh komponen untuk balok pracetak
Upah
PekerjaOh0.097Rp34,750.00Rp3,370.75
Tukang KayuOh0.032Rp40,950.00Rp1,310.40
MandorOh0.006Rp53,330.00Rp319.98
TotalRp5,001.13Rp5,001.13
Upah Pemasangan + Buka Bekisting 1 bh komponen untuk kolom pracetak
Upah
PekerjaOh0.078Rp34,750.00Rp2,710.50
Tukang KayuOh0.026Rp40,950.00Rp1,064.70
MandorOh0.006Rp53,330.00Rp319.98
TotalRp4,095.18Rp4,095.18
Upah tebar beton 1m3 untuk pelat beton pracetak
Upah
PekerjaOh0.07Rp34,750.00Rp2,432.50
Tukang BatuOh0.244Rp40,950.00Rp9,991.80
Tukang VibratorOh0.14Rp40,950.00Rp5,733.00
Kepala TukangOh0.038Rp47,140.00Rp1,791.32
MandorOh0.08Rp53,330.00Rp4,266.40
TotalRp24,215.02Rp24,215.02
Upah tebar beton 1m3 untuk balok beton pracetak
Upah
PekerjaOh0.075Rp34,750.00Rp2,606.25
Tukang BatuOh0.264Rp40,950.00Rp10,810.80
Tukang VibratorOh0.151Rp40,950.00Rp6,183.45
Kepala TukangOh0.041Rp47,140.00Rp1,932.74
MandorOh0.08Rp53,330.00Rp4,266.40
TotalRp25,799.64Rp25,799.64
Upah tebar beton 1m3 untuk Kolom beton pracetak
Upah
PekerjaOh0.067Rp34,750.00Rp2,328.25
Tukang BatuOh0.233Rp40,950.00Rp9,541.35
Tukang VibratorOh0.133Rp40,950.00Rp5,446.35
Kepala TukangOh0.036Rp47,140.00Rp1,697.04
MandorOh0.08Rp53,330.00Rp4,266.40
TotalRp23,279.39Rp23,279.39
Instalasi/erection 1 bh komponen untuk pelat beton
Bahan
Sewa CraneUnit/hr0.073Rp1,000,000.00Rp73,000.00
Solarlt7.283Rp4,600.00Rp33,501.80
Sewa pipe supportbh/hr1Rp5,500.00Rp5,500.00
Upah
Operator craneOh0.073Rp53,330.00Rp3,893.09
Pembantu operator craneOh0.073Rp40,950.00Rp2,989.35
PekerjaOh0.073Rp34,750.00Rp2,536.75
Tukang BatuOh0.073Rp40,950.00Rp2,989.35
Tukang ErectionOh0.146Rp40,950.00Rp5,978.70
Kepala Tukang ErectionOh0.073Rp47,140.00Rp3,441.22
MandorOh0.073Rp53,330.00Rp3,893.09
TotalRp112,001.80Rp25,721.55Rp137,723.35
Instalasi/erection 1 bh komponen untuk balok beton
Bahan
Sewa CraneUnit/hr0.067Rp1,000,000.00Rp67,000.00
Solarlt6.665Rp4,600.00Rp30,659.00
Sewa pipe supportbh/hr1Rp5,500.00Rp5,500.00
Upah
Operator craneOh0.067Rp53,330.00Rp3,573.11
Pembantu operator craneOh0.067Rp40,950.00Rp2,743.65
PekerjaOh0.067Rp34,750.00Rp2,328.25
Tukang BatuOh0.067Rp40,950.00Rp2,743.65
Tukang ErectionOh0.1330.00.0
Kepala Tukang ErectionOh0.067Rp47,140.00Rp3,158.38
MandorOh0.067Rp53,330.00Rp3,573.11
TotalRp103,159.00Rp18,120.15Rp121,279.15
Instalasi/erection 1 bh komponen untuk balok beton
Bahan
Sewa CraneUnit/hr0.09Rp1,000,000.00Rp90,000.00
Solarlt9.029Rp4,600.00Rp41,533.40
Sewa pipe supportbh/hr2Rp5,500.00Rp11,000.00
Upah
Operator craneOh0.09Rp53,330.00Rp4,799.70
Pembantu operator craneOh0.09Rp40,950.00Rp3,685.50
PekerjaOh0.09Rp34,750.00Rp3,127.50
Tukang BatuOh0.09Rp40,950.00Rp3,685.50
Tukang ErectionOh0.1810.00.0
Kepala Tukang ErectionOh0.09Rp47,140.00Rp4,242.60
MandorOh0.09Rp53,330.00Rp4,799.70
TotalRp142,533.40Rp24,340.50Rp166,873.90
Langsir 1 buah komponen untuk pelat pracetak
Bahan
Sewa CraneUnit/hr0.021Rp1,000,000.00Rp21,000.00
Solarlt2.069Rp4,600.00Rp9,517.40
Upah
Operator craneOh0.021Rp53,330.00Rp1,119.93
Pembantu operator craneOh0.021Rp40,950.00Rp859.95
PekerjaOh0.021Rp34,750.00Rp729.75
Tukang BatuOh0.041Rp40,950.00Rp1,678.95
TotalRp30,517.40Rp4,388.58Rp34,905.98
Langsir 1 buah komponen untuk Balok pracetak
Bahan
Sewa CraneUnit/hr0.021Rp1,000,000.00Rp21,000.00
Solarlt2.069Rp4,600.00Rp9,517.40
Upah
Operator craneOh0.021Rp53,330.00Rp1,119.93
Pembantu operator craneOh0.021Rp40,950.00Rp859.95
PekerjaOh0.021Rp34,750.00Rp729.75
Tukang BatuOh0.041Rp40,950.00Rp1,678.95
TotalRp30,517.40Rp4,388.58Rp34,905.98
Langsir 1 buah komponen untuk Kolom pracetak
Bahan
Sewa CraneUnit/hr0.021Rp1,000,000.00Rp21,000.00
Solarlt2.069Rp4,600.00Rp9,517.40
Upah
Operator craneOh0.021Rp53,330.00Rp1,119.93
Pembantu operator craneOh0.021Rp40,950.00Rp859.95
PekerjaOh0.021Rp34,750.00Rp729.75
Tukang BatuOh0.041Rp40,950.00Rp1,678.95
TotalRp30,517.40Rp4,388.58Rp34,905.98
Pekerjaan 1 m3 pekerjaan grouting beton
Bahan
Semen GroutingUnit/hr1316.3Rp50,000.00Rp65,815,000.00
Screeninglt0.976Rp120,000.00Rp117,120.00
TotalRp65,932,120.000.00.0
Pekerjaan 1 m3 pekerjaan grouting join beton
Upah
PekerjaOh0.24Rp34,750.00Rp8,340.00
Tukang BatuOh0.48Rp40,950.00Rp19,656.00
Kepala Tukang BatuOh0.048Rp47,140.00Rp2,262.72
MandorOh0.005Rp47,140.00Rp235.70
TotalohRp53,330.000.0Rp27,996.00Rp27,996.00
Memasang 1 titik begisting sambungan join
Bahan
Kayu Kaso 5/7Unit/hr0.013Rp225,000.00Rp2,925.00
Phenol filmlt0.0040.0
Paku 5-7 cmkg288Rp9,850.00
Upahkg
PekerjaOh0.16Rp40,950.00Rp6,552.00
Tukang KayuOh0.16Rp40,950.00Rp655.20
Kepala Tukang KayuOh0.016Rp47,140.00
MandorOh0.006
TotalRp2,925.00Rp7,207.20Rp10,132.20
Upah 1 titk sambungan join dengan sling
Upah
PekerjaOh0.24Rp34,750.00Rp8,340.00
Tukang BesiOh0.24Rp40,950.00Rp9,828.00
Tukang KayuOh0.024Rp40,950.00Rp982.80
MandorOh0.012Rp53,330.00
Total0.0Rp18,168.00Rp18,168.00
Ren jml sdm
ITEM PEKERJAANJML KOMP.VOL. ( M3 )BESIBEKISTING
PEKERJAAN STRUKTUR LT.DASAR
PEKERJAAN STRUKTUR KOLOM LANTAI
- Kolom K1 300 x 5005727.360278.97291.84
- Kolom K2 300 x 500125.760439.8061.44
- Erection Kolom precast69
- Joint Kolom69
PEKERJAAN STRUKTUR PELAT LANTAI
- Pelat Tebal 120 mm, dia.8-150/1500124.794439.80
PEKERJAAN STRUKTUR TANGGA
- Struktur Tangga Utama12.738141.166.3
- Struktur Tangga Darurat23.39187.604.032
PEKERJAAN STRUKTUR LT. 2
PEKERJAAN STRUKTUR KOLOM LANTAI
- Kolom K3 300 x 5005723.940283.951
- Kolom K4 300 x 500125.040490.8653.76
PEKERJAAN STRUKTUR BALOK LANTAI
- B1 250 x 4502213.365173.77136.62
- B2 250 x 45084.860108.2249.68
- B3 250 x 4502914.681130.08150.075
- B4 250 x 450126.075137.4162.1
- B5 250 x 450126.075137.4162.1
- B6 250 x 45082.160136.3722.08
- B7 250 x 45020.855137.198.74
- B8 250 x 45041.710129.8817.48
- B9 250 x 45083.420129.8834.96
- CG 250 x 450162.160152.1222.08
- B13 250 x 45030.844203.838.625
PEKERJAAN STRUKTUR PELAT LANTAI
- S1 1800 X 45004846.656110.128.1
- S2 1800 X 45002423.328110.128.1
- S3 1875 X 240084.320117.734.5
- S4 1200 X 45002012.960111.815.4
- S5 2200 X 450022.376109.509.9
- S6 1895X 450044.093109.958.5275
- S7 900 X 240020.518180.8717.1
PEKERJAAN STRUKTUR TANGGA
- Struktur Tangga Utama12.738141.166.3
- Struktur Tangga Darurat23.39187.604.032
PEKERJAAN STRUKTUR DINDING GESER
- Tebal 250 mm, dia.13-150/150, L= 5.4 M413.2191843.465417507666.096
- Tebal 250 mm, dia.13-150/150, L = 4.5 M411.0161537.347588850955.08
- Erection Kolom precast69
- Erection balok precast124
- Erection pelat precast108
- Joint Balok124
- Joint Kolom69
PEKERJAAN STRUKTUR LT. 3
PEKERJAAN STRUKTUR KOLOM LANTAI
- Kolom K3 300 x 5005723.940283.95255.36
- Kolom K4 300 x 500125.040490.8653.76
PEKERJAAN STRUKTUR BALOK LANTAI
- B1 250 x 4502213.365173.77136.62
- B2 250 x 45084.860108.2249.68
- B3 250 x 4502914.681130.08150.075
- B4 250 x 450126.075137.4162.1
- B5 250 x 450126.075137.4162.1
- B6 250 x 45082.700136.3722.08
- B7 250 X 45020.855137.198.74
- B8 250 x 45041.710129.8817.48
- B9 250 x 45083.420129.8834.96
- CG 250 x 450162.160152.1222.08
- B13 250 x 45033.000203.838.625
PEKERJAAN STRUKTUR PELAT LANTAI
- S1 1800 X 45004846.656110.128.1
- S2 1800 X 45002423.328110.128.1
- S3 1875 X 240084.320117.734.5
- S4 1200 X 45002012.960111.815.4
- S5 2200 X 450022.376109.509.9
-S6 1895 X 450042.376109.958.5275
- S7 900 X 240024.093180.878.55
PEKERJAAN STRUKTUR TANGGA
- Struktur Tangga Utama12.738386.43960476966.3
- Struktur Tangga Darurat23.391297.05177870374.032
- Erection Kolom precast69
- Erection balok precast124
- Erection pelat precast108
- Joint Balok69
- Joint Kolom69
PEKERJAAN STRUKTUR LT. 4
PEKERJAAN STRUKTUR KOLOM LANTAI
- Kolom K5 300 x 5006928.9807087.03309.12
PEKERJAAN STRUKTUR BALOK LANTAI
- B1 250 x 4502213.3652322.3873097942136.62
- B2 250 x 45084.860525.931120167449.68
- B3 250 x 4502914.6811909.6785883126150.075
- B4 250 x 400126.075834.745274261562.1
- B5 250 X 450126.075834.745274261562.1
- B6 250 x 45082.700368.189484245622.08
- B7 250 x 45020.855117.29544053438.74
- B8 250 X 45041.710222.086745718817.48
- B9 250 x 45083.420444.173491437634.96
- CG 250 x 450162.160328.569508605122.08
- B13 250 x 45030.844171.98427883938.625
PEKERJAAN STRUKTUR PELAT LANTAI
- S1 1800 X 45004846.6565137.69335477168.1
- S2 1800 X 45002423.3282568.84667738588.1
- S3 1875 X 240084.320508.5902410254.5
- S4 1200 X 45002012.9601449.06106263315.4
- S5 2200 X 450022.376260.18018990585.4
- S6 1895X 450044.093450.04318878978.5275
- S7 900 X 240020.51893.76403807581.026
PEKERJAAN STRUKTUR TANGGA
- Struktur Tangga Utama12.738386.43960476966.3
- Struktur Tangga Darurat23.391297.05177870374.032
- Erection Kolom precast69
- Erection balok precast124
- Erection pelat precast108
- Joint Balok69
- Joint Kolom69
PEKERJAAN STRUKTUR LT. 5
PEKERJAAN STRUKTUR KOLOM LANTAI
- Kolom K5 300 x 5006928.9807087.03309.12
PEKERJAAN STRUKTUR BALOK LANTAI
- B14 250 x 4502213.3651891.0652679963136.62
- B2 250 x 45084.860525.931120167449.68
- B3 250 X 4502914.6811909.6785883126150.075
- B4 250 x 450126.075834.745274261562.1
- B5 250 x 450126.075834.745274261562.1
- B6 250 X 45082.700368.189484245627.6
- B7 250 X 45020.855117.29544053438.74
- B8 250 x 45041.710222.086745718817.48
- B9 250 x 45083.420444.173491437634.96
- CG 250 x 450162.160328.569508605122.08
- B13 250 x 45030.844171.98427883938.625
PEKERJAAN STRUKTUR PELAT LANTAI
- S1 1800 X 45004846.6565137.69335477168.1
- S2 1800 X 45002423.3282568.84667738588.1
- S3 1875 X 240084.320508.5902410254.5
- S4 1200 X 45002012.9601449.06106263315.4
- S5 2200 X 450022.376260.18018990589.9
- S6 1895X 450044.093450.04318878978.5275
- S7 900 X 240020.51893.76403807588.55
- Struktur Tangga Utama12.738386.43960476966.3
- Struktur Tangga Darurat23.391297.05177870374.032
- Erection Kolom precast69
- Erection balok precast124
- Erection pelat precast108
- Joint Balok69
- Joint Kolom69
PEKERJAAN STRUKTUR LT. RINGBALK
PEKERJAAN STRUKTUR BALOK LANTAI
- RB1 250 x 4002211.8801289.3288800638124.74
- RB2 250 x 400209.000975.092627229794.5
- RB3 250 x 400125.400585.055576337856.7
- RB4 250 x 400125.400585.055576337856.7
- B2 250 x 45084.860525.931120167434.96
- B6 250 x 450102.700368.189484245627.6
- B9 250 x 45083.420444.173491437634.96
- B10 250 x 45020.855175.30708174438.74
- B11 250 x 45041.710313.262299089317.48
- B12 250 x 45063.038623.895769300431.05
- CG 250 x 450162.160328.569508605122.08
PEKERJAAN STRUKTUR PELAT LANTAI
- S3 1875 X 240081.080164.28475430264.5
- S4 1200 X 45002012.9601178.57831222715.4
- S7 900 X 240020.51893.76403807588.55
- S8 1900 X 450088.2082482.91146337478.55
- Erection balok precast120
- Erection pelat precast38
- Joint Balok120
- Joint Kolom0
Rincian
VALUE ENGINEERING RUSUNAWA PROTOTIPE T-24
Pekerjaan: Pembangunan Rumah Susun Sederhana Sewa (Rusunawa) Tipe 24
Lokasi: WILAYAH ZONA GEMPA 3 DAN 4
Tahun Anggaran: STRUKTUR PRECAST R=5,5
II. PEKERJAAN STRUKTUR
NO.ITEM PEKERJAANSATUANVOLUMEHARGA SATUANTOTAL HARGA
(Rp)(Rp)
B.PEKERJAAN STRUKTUR ATAS (UPPER STRUCTURE)
PEKERJAAN STRUKTUR LT.DASAR
PEKERJAAN STRUKTUR KOLOM LANTAI
- Kolom K1 300 x 500K-350,Jml :57bh,278.97kg/m3bh57.0001,549,071.8388,297,094.15
- Kolom K2 300 x 500K-350,Jml :12bh,439.80kg/m3bh12.0002,225,574.5926,706,895.04
- Erection Kolom precastbh69.00031,733.872,189,637.03
- Joint Kolomm31.1803,734,590.484,406,443.31
PEKERJAAN STRUKTUR PELAT LANTAI
- Pelat Tebal 120 mm, dia.8-150/150K-350,Jml :0bh,72.36kg/m3bh0.0000.00
PEKERJAAN STRUKTUR TANGGA
- Struktur Tangga UtamaK-350,Jml :1bh,141.16kg/m3bh1.0005,560,165.365,560,165.36
- Struktur Tangga DaruratK-350,Jml :2bh,87.60kg/m3bh2.0002,455,326.434,910,652.85
SUB TOTAL PEKERJAAN LT.DASAR132,070,887.75
NO.ITEM PEKERJAANSATUANVOLUMEHARGA SATUANTOTAL HARGA
(Rp)(Rp)
PEKERJAAN STRUKTUR LT. 2
PEKERJAAN STRUKTUR KOLOM LANTAI
- Kolom K3 300 x 500K-350,Jml :57bh,283.95kg/m3bh57.0001,374,235.6978,331,434.1812215428.3327266
- Kolom K4 300 x 500K-350,Jml :12bh,490.86kg/m3bh12.0002,135,765.0625,629,180.76
PEKERJAAN STRUKTUR BALOK LANTAI0.000.50625
- B1 250 x 450K-350,Jml :22bh,173.77kg/m3bh22.0001,394,652.9930,682,365.8824129241.1510649
- B2 250 x 450K-350,Jml :8bh,108.22kg/m3bh8.0001,045,696.508,365,572.01
- B3 250 x 450K-350,Jml :29bh,130.08kg/m3bh29.000969,153.8728,105,462.163271989.73198034
- B4 250 x 450K-350,Jml :12bh,137.41kg/m3bh12.0001,001,674.3412,020,092.09
- B5 250 x 450K-350,Jml :12bh,137.41kg/m3bh12.0001,001,674.3412,020,092.09
- B6 250 x 450K-350,Jml :8bh,136.37kg/m3bh8.000533,906.334,271,250.61
- B7 250 x 450K-350,Jml :2bh,137.19kg/m3bh2.000845,751.671,691,503.34
- B8 250 x 450K-350,Jml :4bh,129.88kg/m3bh4.000818,358.303,273,433.19
- B9 250 x 450K-350,Jml :8bh,129.88kg/m3bh8.000818,358.306,546,866.38
- CG 250 x 450K-350,Jml :16bh,152.12kg/m3bh16.000287,878.264,606,052.17
- B13 250 x 450K-350,Jml :3bh,203.83kg/m3bh3.000722,239.002,166,716.99
PEKERJAAN STRUKTUR PELAT LANTAI0.00
- S1 1800 X 4500K-350,Jml :48bh,110.12kg/m3bh48.0001,498,591.3271,932,383.37
- S2 1800 X 4500K-350,Jml :24bh,110.12kg/m3bh24.0001,512,933.1336,310,395.10
- S3 1875 X 2400K-350,Jml :8bh,117.73kg/m3bh8.000909,649.107,277,192.79
- S4 1200 X 4500K-350,Jml :20bh,111.81kg/m3bh20.0001,022,987.4120,459,748.11
- S5 2200 X 4500K-350,Jml :2bh,109.50kg/m3bh2.0002,227,748.574,455,497.14
- S6 1895X 4500K-350,Jml :4bh,109.95kg/m3bh4.0001,742,100.796,968,403.15
- S7 900 X 2400K-350,Jml :2bh,180.87kg/m3bh2.0001,285,214.922,570,429.83
PEKERJAAN STRUKTUR TANGGA0.00
- Struktur Tangga UtamaK-350,Jml :1bh,141.16kg/m3bh1.0005,560,165.365,560,165.36
- Struktur Tangga DaruratK-350,Jml :2bh,87.60kg/m3bh2.0002,455,326.434,910,652.85
PEKERJAAN STRUKTUR DINDING GESER0.00
- Tebal 250 mm, dia.13-150/150, L= 5.4 M9,337,831.790.00
- Tebal 250 mm, dia.13-150/150, L = 4.5 M7,783,994.160.00
- Erection Kolom precastbh69.000187,355.4212,927,523.98
- Erection balok precastbh124.000142,837.3217,711,827.68
- Erection pelat precastbh108.000159,100.9217,182,899.36
- Joint Balokttk69.000134,857.119,305,140.41
- Joint Kolomttk69.00084,351.725,820,268.49
SUB TOTAL PEKERJAAN LT.2441,102,549.49
PEKERJAAN STRUKTUR LT. 3
PEKERJAAN STRUKTUR KOLOM LANTAI
- Kolom K3 300 x 500K-350,Jml :57bh,283.95kg/m3bh57.0001,374,235.6978,331,434.18
- Kolom K4 300 x 500K-350,Jml :12bh,490.86kg/m3bh12.0002,135,765.0625,629,180.76
PEKERJAAN STRUKTUR BALOK LANTAI
- B1 250 x 450K-350,Jml :22bh,173.77kg/m3bh22.0001,394,652.9930,682,365.88
- B2 250 x 450K-350,Jml :8bh,108.22kg/m3bh8.0001,045,696.508,365,572.01
- B3 250 x 450K-350,Jml :29bh,130.08kg/m3bh29.000969,153.8728,105,462.16
- B4 250 x 450K-350,Jml :12bh,137.41kg/m3bh12.0001,001,674.3412,020,092.09
- B5 250 x 450K-350,Jml :12bh,137.41kg/m3bh12.0001,001,674.3412,020,092.09
- B6 250 x 450K-350,Jml :10bh,136.37kg/m3bh10.000652,353.486,523,534.85
- B7 250 X 450K-350,Jml :2bh,137.19kg/m3bh2.000845,751.671,691,503.34
- B8 250 x 450K-350,Jml :4bh,129.88kg/m3bh4.000818,358.303,273,433.19
- B9 250 x 450K-350,Jml :8bh,129.88kg/m3bh8.000818,358.306,546,866.38
- CG 250 x 450K-350,Jml :16bh,152.12kg/m3bh16.000287,878.264,606,052.17
- B13 250 x 450K-350,Jml :3bh,203.83kg/m3bh3.0001,124,592.393,373,777.16
PEKERJAAN STRUKTUR PELAT LANTAI
- S1 1800 X 4500K-350,Jml :48bh,110.12kg/m3bh48.0001,498,591.3271,932,383.37
- S2 1800 X 4500K-350,Jml :24bh,110.12kg/m3bh24.0001,512,933.1336,310,395.10
- S3 1875 X 2400K-350,Jml :8bh,117.73kg/m3bh8.000909,649.107,277,192.79
- S4 1200 X 4500K-350,Jml :20bh,111.81kg/m3bh20.0001,022,987.4120,459,748.11
- S5 2200 X 4500K-350,Jml :2bh,109.50kg/m3bh2.0002,227,748.574,455,497.14
-S6 1895 X 4500K-350,Jml :4bh,109.95kg/m3bh4.0001,086,114.884,344,459.53
- S7 900 X 2400K-350,Jml :2bh,180.87kg/m3bh2.0003,482,353.156,964,706.29
PEKERJAAN STRUKTUR TANGGA
- Struktur Tangga UtamaK-350,Jml :1bh,141.16kg/m3bh1.0005,560,165.365,560,165.36
- Struktur Tangga DaruratK-350,Jml :2bh,87.60kg/m3bh2.0002,455,326.434,910,652.85
- Erection Kolom precastbh69.000187,355.4212,927,523.98
- Erection balok precastbh126.000142,837.3217,997,502.32
- Erection pelat precastbh108.000159,100.9217,182,899.36
- Joint Balokttk69.000134,857.119,305,140.41
- Joint Kolomttk69.00084,351.725,820,268.49
SUB TOTAL PEKERJAAN LT.3446,617,901.37
PEKERJAAN STRUKTUR LT. 4
PEKERJAAN STRUKTUR KOLOM LANTAI
- Kolom K5 300 x 500K-350,Jml :69bh,244.55kg/m3bh69.0001,229,222.2584,816,335.48
PEKERJAAN STRUKTUR BALOK LANTAI
- B1 250 x 450K-350,Jml :22bh,173.77kg/m3bh22.0001,394,652.9930,682,365.88
- B2 250 x 450K-350,Jml :8bh,108.22kg/m3bh8.0001,045,696.508,365,572.01
- B3 250 x 450K-350,Jml :29bh,130.08kg/m3bh29.000969,153.8728,105,462.16
- B4 250 x 400K-350,Jml :12bh,137.41kg/m3bh12.0001,001,674.3412,020,092.09
- B5 250 X 450K-350,Jml :12bh,137.41kg/m3bh12.0001,001,674.3412,020,092.09
- B6 250 x 450K-350,Jml :10bh,136.37kg/m3bh10.000652,353.486,523,534.85
- B7 250 x 450K-350,Jml :2bh,137.19kg/m3bh2.000845,751.671,691,503.34
- B8 250 X 450K-350,Jml :4bh,129.88kg/m3bh4.000813,770.403,255,081.59
- B9 250 x 450K-350,Jml :8bh,129.88kg/m3bh8.000813,770.406,510,163.18
- CG 250 x 450K-350,Jml :16bh,152.12kg/m3bh16.000283,290.364,532,645.77
- B13 250 x 450K-350,Jml :3bh,203.83kg/m3bh3.000722,239.002,166,716.99
PEKERJAAN STRUKTUR PELAT LANTAI
- S1 1800 X 4500K-350,Jml :48bh,110.12kg/m3bh48.0001,495,786.7771,797,764.97
- S2 1800 X 4500K-350,Jml :24bh,110.12kg/m3bh24.0001,510,128.5836,243,085.90
- S3 1875 X 2400K-350,Jml :8bh,117.73kg/m3bh8.000906,844.557,254,756.39
- S4 1200 X 4500K-350,Jml :20bh,111.81kg/m3bh20.0001,020,182.8620,403,657.11
- S5 2200 X 4500K-350,Jml :2bh,109.50kg/m3bh2.0002,227,748.574,455,497.14
- S6 1895X 4500K-350,Jml :4bh,109.95kg/m3bh4.0001,739,296.246,957,184.95
- S7 900 X 2400K-350,Jml :2bh,180.87kg/m3bh2.000602,162.371,204,324.73
PEKERJAAN STRUKTUR TANGGA0.000
- Struktur Tangga UtamaK-350,Jml :1bh,141.16kg/m3bh1.0005,560,165.365,560,165.36
- Struktur Tangga DaruratK-350,Jml :2bh,2.00kg/m3bh2.0002,455,326.434,910,652.85
- Erection Kolom precastbh69.000187,355.4212,927,523.98
- Erection balok precastbh126.000142,837.3217,997,502.32
- Erection pelat precastbh108.000159,100.9217,182,899.36
- Joint Balokttk69.000134,857.119,305,140.41
- Joint Kolomttk69.00084,351.725,820,268.49
SUB TOTAL PEKERJAAN LT. 4422,709,989.40
PEKERJAAN STRUKTUR LT. 5
PEKERJAAN STRUKTUR KOLOM LANTAI
- Kolom K5 300 x 500K-350,Jml :69bh,244.55kg/m3bh69.0001,229,222.2984,816,338.23
PEKERJAAN STRUKTUR BALOK LANTAI
- B14 250 x 450K-350,Jml :22bh,141.49kg/m3bh22.0001,222,849.9826,902,699.45
- B2 250 x 450K-350,Jml :8bh,108.22kg/m3bh8.0001,045,696.508,365,572.01
- B3 250 X 450K-350,Jml :29bh,130.08kg/m3bh29.000969,153.8728,105,462.16
- B4 250 x 450K-350,Jml :12bh,137.41kg/m3bh12.0001,001,674.3412,020,092.09
- B5 250 x 450K-350,Jml :12bh,137.41kg/m3bh12.0001,001,674.3412,020,092.09
- B6 250 X 450K-350,Jml :10bh,136.37kg/m3bh10.000666,235.936,662,359.33
- B7 250 X 450K-350,Jml :2bh,137.19kg/m3bh2.000845,751.671,691,503.34
- B8 250 x 450K-350,Jml :4bh,129.88kg/m3bh4.000818,358.303,273,433.19
- B9 250 x 450K-350,Jml :8bh,129.88kg/m3bh8.000818,358.306,546,866.38
- CG 250 x 450K-350,Jml :16bh,152.12kg/m3bh16.000287,878.264,606,052.17
- B13 250 x 450K-350,Jml :3bh,203.83kg/m3bh3.000722,239.002,166,716.99
PEKERJAAN STRUKTUR PELAT LANTAI0.000
- S1 1800 X 4500K-350,Jml :48bh,110.12kg/m3bh48.0001,498,591.3271,932,383.37
- S2 1800 X 4500K-350,Jml :24bh,110.12kg/m3bh24.0001,512,933.1336,310,395.10
- S3 1875 X 2400K-350,Jml :8bh,117.73kg/m3bh8.000909,649.107,277,192.79
- S4 1200 X 4500K-350,Jml :20bh,111.81kg/m3bh20.0001,022,987.4120,459,748.11
- S5 2200 X 4500K-350,Jml :2bh,109.50kg/m3bh2.0002,227,748.574,455,497.14
- S6 1895X 4500K-350,Jml :4bh,109.95kg/m3bh4.0001,742,100.796,968,403.15
- S7 900 X 2400K-350,Jml :2bh,180.87kg/m3bh2.000921,889.091,843,778.18
PEKERJAAN STRUKTUR TANGGA
- Struktur Tangga UtamaK-350,Jml :1bh,141.16kg/m3bh1.0002,780,082.682,780,082.68
- Struktur Tangga DaruratK-350,Jml :2bh,87.60kg/m3bh2.0002,455,326.434,910,652.85
- Erection Kolom precastbh69.000187,355.4212,927,523.98
- Erection balok precastbh126.000142,837.3217,997,502.32
- Erection pelat precastbh108.000159,100.9217,182,899.36
- Joint Balokttk69.000134,857.119,305,140.41
- Joint Kolomttk69.00084,351.725,820,268.49
SUB TOTAL PEKERJAAN LT. 5417,348,655.37
PEKERJAAN STRUKTUR LT. RINGBALK
PEKERJAAN STRUKTUR BALOK LANTAI
- RB1 250 x 400K-350,Jml :22bh,108.53kg/m3bh22.0001,283,240.7228,231,295.80
- RB2 250 x 400K-350,Jml :20bh,108.34kg/m3bh20.000909,371.6718,187,433.42
- RB3 250 x 400K-350,Jml :12bh,108.34kg/m3bh12.000585,244.397,022,932.73
- RB4 250 x 400K-350,Jml :12bh,108.34kg/m3bh12.000585,244.397,022,932.73
- B2 250 x 450K-350,Jml :8bh,108.22kg/m3bh8.000506,632.274,053,058.16
- B6 250 x 450K-350,Jml :10bh,136.37kg/m3bh10.000335,411.923,354,119.17
- B9 250 x 450K-350,Jml :8bh,129.88kg/m3bh8.000411,473.103,291,784.79
- B10 250 x 450K-350,Jml :2bh,205.04kg/m3bh2.000141,505.55283,011.10
- B11 250 x 450K-350,Jml :4bh,183.19kg/m3bh4.000257,966.101,031,864.39
- B12 250 x 450K-350,Jml :6bh,205.40kg/m3bh6.000491,605.202,949,631.17
- CG 250 x 450K-350,Jml :16bh,152.12kg/m3bh16.000287,878.264,606,052.17
PEKERJAAN STRUKTUR PELAT LANTAI
- S3 1875 X 2400K-350,Jml :8bh,152.12kg/m3bh8.000306,049.272,448,394.16
- S4 1200 X 4500K-350,Jml :20bh,90.94kg/m3bh20.0002,256,982.3245,139,646.45
- S7 900 X 2400K-350,Jml :2bh,180.87kg/m3bh2.000341,275.08682,550.15
- S8 1900 X 4500K-350,Jml :8bh,302.50kg/m3bh8.0003,387,040.1827,096,321.42
- Erection balok precastbh120.000142,837.3217,140,478.40
- Erection pelat precastbh38.000159,100.926,045,834.96
- Joint Balokttk69.000134,857.119,305,140.415,299,528.70
- Joint Kolomttk69.00084,351.725,820,268.49
SUB TOTAL PEKERJAAN LT.RINGBALK193,712,750.07
Page &P of &N
Daf. Hrg
No.Jenis Bahan BangunanSatuanHarga Bahan
1Pasir Betonm3Rp140,000.00
2Split/ Kerikil (Batu Pecah) 1-2 cmm3Rp125,000.00
3Split/ Kerikil (Batu Pecah) 2-3 cmm3Rp125,000.00
4Semen PC (50 Kg)zakRp36,000.00
5Ready Mix (K 350)m3Rp536,200.00
6Semen Grouting Combextra (25 kg)zakRp50,000.00
7Semen Grouting Combextra (25 kg)kgRp2,000.00
8Screening < 10 mmm3Rp120,000.00
9Screening < 10 mmkgRp88.89
10Kayu Balok 6/12 Merantim3Rp1,500,000.00
11Paku 1-3 cmkgRp9,850.00
12Paku 4-12 cmkgRp9,850.00
13Kawat BetonkgRp11,500.00
14Besi Beton rata-ratakgRp7,625.00
15Phenol Film 12 mmlbrRp225,000.00
16plywood 9 mmRp175,000.00
17Pralon 1 1/4"btRp38,440.00
18Besi Hollow 50x50x1.6kgRp5,252.10
19Besi Siku 70x70x6kgRp65,000.00
20Dynabolt 12 (10-15 cm)bhRp800.00
21Minyak BekistingltRp20,000.00
22SolarltRp4,600.00
23pipesupport (sewa/ bulan)bhRp5,500.00
24Cross BracebhRp3,500.00
25Mobile Crane (sewa / hari)lsRp1,000,000.00
26AirltRp16.60
27Kayu kaso 5/7 Merantim3Rp1,500,000.00
No.Jenis Bahan BangunanSatuanHarga Bahan
1Tukang batu1 org/hrRp40,950.00
2Kepala Tukang Batu1 org/hrRp47,140.00
3Tukang vibrator1 org/hrRp40,950.00
4Tukang Kayu1 org/hrRp40,950.00
5Kepala Tukang Kayu1 org/hrRp47,140.00
6Tukang cat/pelitur1 org/hrRp40,950.00
7Tukang Besi1 org/hrRp40,950.00
8Kepala Tukang Besi1 org/hrRp47,140.00
9Tukang Erection1 org/hrRp40,950.00
10Kepala Tukang Erection1 org/hrRp47,140.00
11Mandor1 org/hrRp53,330.00
12Tukang Pipa1 org/hrRp34,760.00
13Kepala Tukang Pipa1 org/hrRp47,140.00
14Operator Alat Berat1 org/hrRp53,330.00
15Pembantu operator Alat Berat1 org/hrRp40,950.00
16Pekerja1 org/hrRp34,750.00
go to ms project
NoItem PekerjaanSatVolNAMA BAHAN / UPAHSatPERHITUNGANVOLUMEDurasi (Hari)Jml SDM / hari
KOEFISIENVOLUMEkoef x vol
PEKERJAAN STRUKTUR ATAS (UPPER STRUCTURE)
PEKERJAAN STRUKTUR LT.DASAR
PEKERJAAN STRUKTUR KOLOM LANTAI
- Produksi Kolom Precast
- Kolom K1 300 x 500Bh57
- Betonm327.36
Bahan
Ready Mix (K 350)m3127.3627.360
Upah
PekerjaOh0.06127.361.669
Tukang BatuOh0.21327.365.828
Tukang VibratorOh0.12227.363.338
Kepala TukangOh0.03327.360.903
MandorOh0.07327.361.997
- Baja Tulangankg7632.5843802806
Bahan
Besi Beton (polos/ulir)kg1.057632.584380280628.728
Kawat betonkg0.0157632.58438028060.410
Upah
PekerjaOh0.0077632.58438028060.192
Tukang BesiOh0.0077632.58438028060.192
Kepala TukangOh0.00077632.58438028060.019
MandorOh0.00047632.58438028060.011
- Bekisting kolomm2291.84
Kaso 5/7m30.004291.840.109
Phenol Film 12mmlbr0.048291.841.313
Paku 5-7 cmkg0.064291.841.751
Dynabolt 12 (10-15cm)bh0.693291.8418.960
Minyak Bekisinglt0.023291.840.629
Upah
PekerjaOh0.004291.840.109
Tukang KayuOh0.038291.841.040
Kepala TukangOh0.004291.840.109
MandorOh0.001291.840.027
- buka pasang Bekistingbh1.00
Upah
PekerjaOh0.0711.001.943
Tukang KayuOh0.0241.000.657
MandorOh0.0051.000.137
- Kolom K2 300 x 500Bh12
- Betonm35.76
Bahanm315.765.760
Ready Mix (K 350)
Upah
PekerjaOh0.0615.760.351
Tukang BatuOh0.2135.761.227
Tukang VibratorOh0.1225.760.703
Kepala TukangOh0.0335.760.190
MandorOh0.0735.760.420
- Baja Tulangankg2533.2608331018
Bahan
Besi Beton (polos/ulir)kg1.052533.26083310182,659.924
Kawat betonkg0.0152533.260833101837.999
Upah
PekerjaOh0.0072533.260833101817.733
Tukang BesiOh0.0072533.260833101817.733
Kepala TukangOh0.00072533.26083310181.773
MandorOh0.00042533.26083310181.013
- Bekisting kolomm261.44
Kaso 5/7m30.00461.440.246
Phenol Film 12mmlbr0.04861.442.949
Paku 5-7 cmkg0.06461.443.932
Dynabolt 12 (10-15cm)bh0.69361.4442.578
Minyak Bekisinglt0.02361.441.413
Upah
PekerjaOh0.00461.440.246
Tukang KayuOh0.03861.442.335
Kepala TukangOh0.00461.440.246
MandorOh0.00161.440.061
- buka pasang Bekistingbh1.00
Upah
PekerjaOh0.0711.000.071
Tukang KayuOh0.0241.000.024
MandorOh0.0051.000.005
- Erection Kolom precastBh69
Bahan
Sewa CraneUnit/hr0.083695.727
Solarlt8.27769571.113
Sewa pipe supportbh/hr2.269151.800
Upah
Operator craneOh0.083695.727
Pembantu operator craneOh0.083695.727
PekerjaOh0.083695.727
Tukang BatuOh0.083695.727
Tukang ErectionOh0.1666911.454
Kepala Tukang ErectionOh0.083695.727
MandorOh0.083695.727
- Joint KolomBh69
Bahan
Groutingm30.47466932.747
Upahtitik16969.000
PEKERJAAN STRUKTUR PELAT LANTAI
- Pelat Tebal 120 mm, dia.8-150/150
- Betonm3124.79352
Bahanm31124.79352124.794
Ready Mix (K 350)
Upah
PekerjaOh0.053124.793526.614
Tukang KayuOh0.017124.793522.121
MandorOh0.005124.793520.624
- Baja Tulangankg9030.1183532287
Bahan
Besi Beton (polos/ulir)kg1.059030.11835322879,481.624
Kawat betonkg0.0159030.1183532287135.452
Upah
PekerjaOh0.0079030.118353228763.211
Tukang BesiOh0.0079030.118353228763.211
Kepala TukangOh0.00079030.11835322876.321
MandorOh0.00049030.11835322873.612
PEKERJAAN STRUKTUR TANGGA
- Struktur Tangga UtamaBh1
- Betonm32.73756Bahan
Ready Mix (K 350)m312.737562.738
Upah
PekerjaOh0.0642.737560.175
Tukang BatuOh0.2442.737560.668
Tukang VibratorOh0.1282.737560.350
Kepala TukangOh0.0342.737560.093
MandorOh0.0732.737560.200
- Baja Tulangankg386.4396047696
Bahan
Besi Beton (polos/ulir)kg1.05386.4396047696405.762
Kawat betonkg0.015386.43960476965.797
Upah
PekerjaOh0.007386.43960476962.705
Tukang BesiOh0.007386.43960476962.705
Kepala TukangOh0.0007386.43960476960.271
MandorOh0.0004386.43960476960.155
- Bekistingm26.3
Bahan
kaso 5/7 merati0.0106.30.063
balok 6/12 meranti0.0056.30.032
paku 5-120.1336.30.840
dolken kayu dalam dia 8-100.6676.34.200
plywood 9 mm0.1176.30.735
minyak bekisting0.4506.32.835
Upah
pekerjaoh0.6606.34.158
tukang kayuoh0.3306.32.079
kepala tukangoh0.0336.30.208
mandoroh0.0336.30.208
- Struktur Tangga DaruratBh2
- Betonm33.390873984Bahan
Ready Mix (K 350)m313.3908739843.391
Upah
PekerjaOh0.0643.3908739840.217
Tukang BatuOh0.2443.3908739840.827
Tukang VibratorOh0.1283.3908739840.434
Kepala TukangOh0.0343.3908739840.115
MandorOh0.0733.3908739840.248
- Baja Tulangankg297.0517787037
Bahan
Besi Beton (polos/ulir)kg1.05297.0517787037311.904
Kawat betonkg0.015297.05177870374.456
Upah
PekerjaOh0.007297.05177870372.079
Tukang BesiOh0.007297.05177870372.079
Kepala TukangOh0.0007297.05177870370.208
MandorOh0.0004297.05177870370.119
- Bekistingm24.032
Bahan
kaso 5/7 merati0.0104.0320.040
balok 6/12 meranti0.0054.0320.020
paku 5-120.1334.0320.538
dolken kayu dalam dia 8-100.6674.0322.688
plywood 9 mm0.1174.0320.470
minyak bekisting0.4504.0321.814
Upah
pekerjaoh0.6604.0322.661
tukang kayuoh0.3304.0321.331
kepala tukangoh0.0334.0320.133
mandoroh0.0334.0320.133
PEKERJAAN STRUKTUR LT. 2
PEKERJAAN STRUKTUR KOLOM LANTAI
- Produksi Kolom Precast
- Kolom K3 300 x 500Bh57
- Betonm323.94Bahan
Ready Mix (K 350)m3123.9423.94
Upah
PekerjaOh0.06123.941.46034
Tukang BatuOh0.21323.945.09922
Tukang VibratorOh0.12223.942.92068
Kepala TukangOh0.03323.940.79002
MandorOh0.07323.941.74762
- Baja Tulangankg6797.7624679971Bahan
Besi Beton (polos/ulir)kg1.056797.76246799717137.650591397
Kawat betonkg0.0156797.7624679971101.96643702
Upah0
PekerjaOh0.0076797.762467997147.584337276
Tukang BesiOh0.0076797.762467997147.584337276
Kepala TukangOh0.00076797.76246799714.7584337276
MandorOh0.00046797.76246799712.7191049872
- Bekisting kolomm2255.36Kaso 5/7m30.004255.361.02144
Phenol Film 12mmlbr0.048255.3612.25728
Paku 5-7 cmkg0.064255.3616.34304
Dynabolt 12 (10-15cm)bh0.693255.36176.96448
Minyak Bekisinglt0.023255.365.87328
Upah
PekerjaOh0.004255.361.02144
Tukang KayuOh0.038255.369.70368
Kepala TukangOh0.004255.361.02144
MandorOh0.001255.360.25536
- buka pasang Bekistingbh1Upah
PekerjaOh0.07110.071
Tukang KayuOh0.02410.024
MandorOh0.00510.005
- Kolom K4 300 x 500Bh12
- Betonm35.04Bahan
Ready Mix (K 350)m315.045.04
Upah5.040
PekerjaOh0.0615.040.30744
Tukang BatuOh0.2135.041.07352
Tukang VibratorOh0.1225.040.61488
Kepala TukangOh0.0335.040.16632
MandorOh0.0735.040.36792
- Baja Tulangankg2473.9440595804Bahan
Besi Beton (polos/ulir)kg1.052473.94405958042597.6412625594
Kawat betonkg0.0152473.944059580437.1091608937
Upah2473.94405958040
PekerjaOh0.0072473.944059580417.3176084171
Tukang BesiOh0.0072473.944059580417.3176084171
Kepala TukangOh0.00072473.94405958041.7317608417
MandorOh0.00042473.94405958040.9895776238
- Bekisting kolomm253.76Kaso 5/7m30.00453.760.21504
Phenol Film 12mmlbr0.04853.762.58048
Paku 5-7 cmkg0.06453.763.44064
Dynabolt 12 (10-15cm)bh0.69353.7637.25568
Minyak Bekisinglt0.02353.761.23648
Upah53.760
PekerjaOh0.00453.760.21504
Tukang KayuOh0.03853.762.04288
Kepala TukangOh0.00453.760.21504
MandorOh0.00153.760.05376
- buka pasang Bekistingbh1.00Upah
PekerjaOh0.07110.071
Tukang KayuOh0.02410.024
MandorOh0.00510.005
- Erection Kolom precastBh69
Bahan
Sewa CraneUnit/hr0.083695.727
Solarlt8.27769571.113
Sewa pipe supportbh/hr2.269151.8
Upah690
Operator craneOh0.083695.727
Pembantu operator craneOh0.083695.727
PekerjaOh0.083695.727
Tukang BatuOh0.083695.727
Tukang ErectionOh0.1666911.454
Kepala Tukang ErectionOh0.083695.727
MandorOh0.083695.727
- Joint KolomBh69
Bahan
Groutingm30.47466932.7474
Upahtitik16969
PEKERJAAN STRUKTUR BALOK LANTAI
- Produksi Balok Precast
- B1 250 x 450Bh22
- Betonm313.365Bahan
Ready Mix (K 350)m3113.36513.365
Upah
PekerjaOh0.06913.3650.922185
Tukang BatuOh0.24213.3653.23433
Tukang VibratorOh0.13813.3651.84437
Kepala TukangOh0.03713.3650.494505
MandorOh0.07313.3650.975645
- Baja Tulangankg2322.3873097942Bahan
Besi Beton (polos/ulir)kg1.052322.38730979422438.5066752839
Kawat betonkg0.0152322.387309794234.8358096469
Upah2322.38730979420
PekerjaOh0.0072322.387309794216.2567111686
Tukang BesiOh0.0072322.387309794216.2567111686
Kepala TukangOh0.00072322.38730979421.6256711169
MandorOh0.00042322.38730979420.9289549239
- Bekisting kolomm2136.62Bahan
Kaso 5/7m30.005136.620.6831
Phenol Film 12mmlbr0.043136.625.87466
Paku 5-7 cmkg0.046136.626.28452
Dynabolt 12 (10-15cm)bh0.693136.6294.67766
Minyak Bekisinglt2.31136.62315.5922
Upah136.620
PekerjaOh0.004136.620.54648
Tukang KayuOh0.038136.625.19156
Kepala TukangOh0.004136.620.54648
MandorOh0.001136.620.13662
- buka pasang Bekistingbh1Upah
PekerjaOh0.08910.089
Tukang KayuOh0.03010.03
MandorOh0.00510.005
- B2 250 x 450Bh8
- Betonm34.86Bahan
Ready Mix (K 350)m314.864.86
Upah4.860
PekerjaOh0.0694.860.33534
Tukang BatuOh0.2424.861.17612
Tukang VibratorOh0.1384.860.67068
Kepala TukangOh0.0374.860.17982
MandorOh0.0734.860.35478
- Baja Tulangankg525.9311201674Bahan
Besi Beton (polos/ulir)kg1.05525.9311201674552.2276761758
Kawat betonkg0.015525.93112016747.8889668025
Upah525.93112016740
PekerjaOh0.007525.93112016743.6815178412
Tukang BesiOh0.007525.93112016743.6815178412
Kepala TukangOh0.0007525.93112016740.3681517841
MandorOh0.0004525.93112016740.2103724481
- Bekisting kolomm249.68Bahan
Kaso 5/7m30.00549.680.2484
Phenol Film 12mmlbr0.04349.682.13624
Paku 5-7 cmkg0.04649.682.28528
Dynabolt 12 (10-15cm)bh0.69349.6834.42824
Minyak Bekisinglt2.3149.68114.7608
Upah49.680
PekerjaOh0.00449.680.19872
Tukang KayuOh0.03849.681.88784
Kepala TukangOh0.00449.680.19872
MandorOh0.00149.680.04968
- buka pasang Bekistingbh1Upah
PekerjaOh0.08910.089
Tukang KayuOh0.03010.03
MandorOh0.00510.005
- B3 250 x 450Bh29
- Betonm314.68125Bahan
Ready Mix (K 350)m3114.6812514.68125
Upah14.681250
PekerjaOh0.06914.681251.01300625
Tukang BatuOh0.24214.681253.5528625
Tukang VibratorOh0.13814.681252.0260125
Kepala TukangOh0.03714.681250.54320625
MandorOh0.07314.681251.07173125
- Baja Tulangankg1909.6785883126Bahan
Besi Beton (polos/ulir)kg1.051909.67858831262005.1625177283
Kawat betonkg0.0151909.678588312628.6451788247
Upah1909.67858831260
PekerjaOh0.0071909.678588312613.3677501182
Tukang BesiOh0.0071909.678588312613.3677501182
Kepala TukangOh0.00071909.67858831261.3367750118
MandorOh0.00041909.67858831260.7638714353
- Bekisting kolomm2150.075Bahan
Kaso 5/7m30.005150.0750.750375
Phenol Film 12mmlbr0.043150.0756.453225
Paku 5-7 cmkg0.046150.0756.90345
Dynabolt 12 (10-15cm)bh0.693150.075104.001975
Minyak Bekisinglt2.31150.075346.67325
Upah150.0750
PekerjaOh0.004150.0750.6003
Tukang KayuOh0.038150.0755.70285
Kepala TukangOh0.004150.0750.6003
MandorOh0.001150.0750.150075
- buka pasang Bekistingbh1Upah
PekerjaOh0.08910.089
Tukang KayuOh0.03010.03
MandorOh0.00510.005
- B4 250 x 450Bh12
- Betonm36.075Bahan
Ready Mix (K 350)m316.0756.075
Upah6.0756.075
PekerjaOh0.0696.0756.075
Tukang BatuOh0.2426.0756.075
Tukang VibratorOh0.1386.0756.075
Kepala TukangOh0.0376.0756.075
MandorOh0.0736.0756.075
- Baja Tulangankg834.7452742615Bahan
Besi Beton (polos/ulir)kg1.05834.7452742615876.4825379746
Kawat betonkg0.015834.745274261512.5211791139
Upah834.74527426150
PekerjaOh0.007834.74527426155.8432169198
Tukang BesiOh0.007834.74527426155.8432169198
Kepala TukangOh0.0007834.74527426150.584321692
MandorOh0.0004834.74527426150.3338981097
- Bekisting kolomm262.1Bahan
Kaso 5/7m30.00562.10.3105
Phenol Film 12mmlbr0.04362.12.6703
Paku 5-7 cmkg0.04662.12.8566
Dynabolt 12 (10-15cm)bh0.69362.143.0353
Minyak Bekisinglt2.3162.1143.451
Upah62.10
PekerjaOh0.00462.10.2484
Tukang KayuOh0.03862.12.3598
Kepala TukangOh0.00462.10.2484
MandorOh0.00162.10.0621
- buka pasang Bekistingbh1Upah
PekerjaOh0.08910.089
Tukang KayuOh0.03010.03
MandorOh0.00510.005
- B5 250 x 450Bh12
- Betonm36.075Bahan
Ready Mix (K 350)m316.0756.075
Upah6.0750
PekerjaOh0.0696.0750.419175
Tukang BatuOh0.2426.0751.47015
Tukang VibratorOh0.1386.0750.83835
Kepala TukangOh0.0376.0750.224775
MandorOh0.0736.0750.443475
- Baja Tulangankg834.7452742615Bahan
Besi Beton (polos/ulir)kg1.05834.7452742615876.4825379746
Kawat betonkg0.015834.745274261512.5211791139
Upah834.74527426150
PekerjaOh0.007834.74527426155.8432169198
Tukang BesiOh0.007834.74527426155.8432169198
Kepala TukangOh0.0007834.74527426150.584321692
MandorOh0.0004834.74527426150.3338981097
- Bekisting kolomm262.1Bahan
Kaso 5/7m30.00562.10.3105
Phenol Film 12mmlbr0.04362.12.6703
Paku 5-7 cmkg0.04662.12.8566
Dynabolt 12 (10-15cm)bh0.69362.143.0353
Minyak Bekisinglt2.3162.1143.451
Upah62.10
PekerjaOh0.00462.10.2484
Tukang KayuOh0.03862.12.3598
Kepala TukangOh0.00462.10.2484
MandorOh0.00162.10.0621
- buka pasang Bekistingbh1Upah
PekerjaOh0.08910.089
Tukang KayuOh0.03010.03
MandorOh0.00510.005
- B6 250 x 450Bh8
- Betonm32.16Bahan
Ready Mix (K 350)m312.162.16
Upah2.160
PekerjaOh0.0692.160.14904
Tukang BatuOh0.2422.160.52272
Tukang VibratorOh0.1382.160.29808
Kepala TukangOh0.0372.160.07992
MandorOh0.0732.160.15768
- Baja Tulangankg222.0867457188Bahan
Besi Beton (polos/ulir)kg1.05222.0867457188233.1910830048
Kawat betonkg0.015222.08674571883.3313011858
Upah222.08674571880
PekerjaOh0.007222.08674571881.55460722
Tukang BesiOh0.007222.08674571881.55460722
Kepala TukangOh0.0007222.08674571880.155460722
MandorOh0.0004222.08674571880.0888346983
- Bekisting kolomm222.08Bahan
Kaso 5/7m30.00522.080.1104
Phenol Film 12mmlbr0.04322.080.94944
Paku 5-7 cmkg0.04622.081.01568
Dynabolt 12 (10-15cm)bh0.69322.0815.30144
Minyak Bekisinglt2.3122.0851.0048
Upah22.080
PekerjaOh0.00422.080.08832
Tukang KayuOh0.03822.080.83904
Kepala TukangOh0.00422.080.08832
MandorOh0.00122.080.02208
- buka pasang Bekistingbh1Upah
PekerjaOh0.08910.089
Tukang KayuOh0.03010.03
MandorOh0.00510.005
- B7 250 x 450Bh2
- Betonm30.855Bahan
Ready Mix (K 350)m310.8550.855
Upah0.8550
PekerjaOh0.0690.8550.058995
Tukang BatuOh0.2420.8550.20691
Tukang VibratorOh0.1380.8550.11799
Kepala TukangOh0.0370.8550.031635
MandorOh0.0730.8550.062415
- Baja Tulangankg117.2954405343Bahan
Besi Beton (polos/ulir)kg1.05117.2954405343123.160212561
Kawat betonkg0.015117.29544053431.759431608
Upah117.29544053430
PekerjaOh0.007117.29544053430.8210680837
Tukang BesiOh0.007117.29544053430.8210680837
Kepala TukangOh0.0007117.29544053430.0821068084
MandorOh0.0004117.29544053430.0469181762
- Bekisting kolomm28.74Bahan
Kaso 5/7m30.0058.740.0437
Phenol Film 12mmlbr0.0438.740.37582
Paku 5-7 cmkg0.0468.740.40204
Dynabolt 12 (10-15cm)bh0.6938.746.05682
Minyak Bekisinglt2.318.7420.1894
Upah8.740
PekerjaOh0.0048.740.03496
Tukang KayuOh0.0388.740.33212
Kepala TukangOh0.0048.740.03496
MandorOh0.0018.740.00874
- buka pasang Bekistingbh1Upah
PekerjaOh0.08910.089
Tukang KayuOh0.03010.03
MandorOh0.00510.005
- B8 250 x 450Bh4
- Betonm31.71Bahan
Ready Mix (K 350)m311.711.71
Upah1.710
PekerjaOh0.0691.710.11799
Tukang BatuOh0.2421.710.41382
Tukang VibratorOh0.1381.710.23598
Kepala TukangOh0.0371.710.06327
MandorOh0.0731.710.12483
- Baja Tulangankg222.0867457188Bahan
Besi Beton (polos/ulir)kg1.05222.0867457188233.1910830048
Kawat betonkg0.015222.08674571883.3313011858
Upah222.08674571880
PekerjaOh0.007222.08674571881.55460722
Tukang BesiOh0.007222.08674571881.55460722
Kepala TukangOh0.0007222.08674571880.155460722
MandorOh0.0004222.08674571880.0888346983
- Bekisting kolomm217.48Bahan
Kaso 5/7m30.00517.480.0874
Phenol Film 12mmlbr0.04317.480.75164
Paku 5-7 cmkg0.04617.480.80408
Dynabolt 12 (10-15cm)bh0.69317.4812.11364
Minyak Bekisinglt2.3117.4840.3788
Upah17.480
PekerjaOh0.00417.480.06992
Tukang KayuOh0.03817.480.66424
Kepala TukangOh0.00417.480.06992
MandorOh0.00117.480.01748
- buka pasang Bekistingbh1Upah
PekerjaOh0.08910.089
Tukang KayuOh0.03010.03
MandorOh0.00510.005
- B9 250 x 450Bh8
- Betonm33.42Bahan
Ready Mix (K 350)m313.423.42
Upah3.420
PekerjaOh0.0693.420.23598
Tukang BatuOh0.2423.420.82764
Tukang VibratorOh0.1383.420.47196
Kepala TukangOh0.0373.420.12654
MandorOh0.0733.420.24966
- Baja Tulangankg444.1734914376Bahan
Besi Beton (polos/ulir)kg1.05444.1734914376466.3821660095
Kawat betonkg0.015444.17349143766.6626023716
Upah444.17349143760
PekerjaOh0.007444.17349143763.1092144401
Tukang BesiOh0.007444.17349143763.1092144401
Kepala TukangOh0.0007444.17349143760.310921444
MandorOh0.0004444.17349143760.1776693966
- Bekisting kolomm234.96Bahan
Kaso 5/7m30.00534.960.1748
Phenol Film 12mmlbr0.04334.961.50328
Paku 5-7 cmkg0.04634.961.60816
Dynabolt 12 (10-15cm)bh0.69334.9624.22728
Minyak Bekisinglt2.3134.9680.7576
Upah34.960
PekerjaOh0.00434.960.13984
Tukang KayuOh0.03834.961.32848
Kepala TukangOh0.00434.960.13984
MandorOh0.00134.960.03496
- buka pasang Bekistingbh1Upah
PekerjaOh0.08910.089
Tukang KayuOh0.03010.03
MandorOh0.00510.005
- CG 250 x 450Bh16
- Betonm32.16Bahan
Ready Mix (K 350)m312.162.16
Upah2.160
PekerjaOh0.0692.160.14904
Tukang BatuOh0.2422.160.52272
Tukang VibratorOh0.1382.160.29808
Kepala TukangOh0.0372.160.07992
MandorOh0.0732.160.15768
- Baja Tulangankg328.5695086051Bahan
Besi Beton (polos/ulir)kg1.05328.5695086051344.9979840354
Kawat betonkg0.015328.56950860514.9285426291
Upah328.56950860510
PekerjaOh0.007328.56950860512.2999865602
Tukang BesiOh0.007328.56950860512.2999865602
Kepala TukangOh0.0007328.56950860510.229998656
MandorOh0.0004328.56950860510.1314278034
- Bekisting kolomm222.08Bahan
Kaso 5/7m30.00522.080.1104
Phenol Film 12mmlbr0.04322.080.94944
Paku 5-7 cmkg0.04622.081.01568
Dynabolt 12 (10-15cm)bh0.69322.0815.30144
Minyak Bekisinglt2.3122.0851.0048
Upah22.080
PekerjaOh0.00422.080.08832
Tukang KayuOh0.03822.080.83904
Kepala TukangOh0.00422.080.08832
MandorOh0.00122.080.02208
- buka pasang Bekistingbh1Upah
PekerjaOh0.08910.089
Tukang KayuOh0.03010.03
MandorOh0.00510.005
- B13 250 x 450Bh3
- Betonm30.84375Bahan
Ready Mix (K 350)m310.843750.84375
Upah0.843750
PekerjaOh0.0690.843750.05821875
Tukang BatuOh0.2420.843750.2041875
Tukang VibratorOh0.1380.843750.1164375
Kepala TukangOh0.0370.843750.03121875
MandorOh0.0730.843750.06159375
- Baja Tulangankg171.9842788393Bahan
Besi Beton (polos/ulir)kg1.05171.9842788393180.5834927813
Kawat betonkg0.0152.5797641826
Upah0
PekerjaOh0.0071.2038899519
Tukang BesiOh0.0071.2038899519
Kepala TukangOh0.00070.1203889952
MandorOh0.00040.0687937115
- Bekisting kolomm28.625Bahan
Kaso 5/7m30.0058.6250.043125
Phenol Film 12mmlbr0.0438.6250.370875
Paku 5-7 cmkg0.0468.6250.39675
Dynabolt 12 (10-15cm)bh0.6938.6255.977125
Minyak Bekisinglt2.318.62519.92375
Upah8.6250
PekerjaOh0.0048.6250.0345
Tukang KayuOh0.0388.6250.32775
Kepala TukangOh0.0048.6250.0345
MandorOh0.0018.6250.008625
- buka pasang Bekistingbh1Upah
PekerjaOh0.08910.089
Tukang KayuOh0.03010.03
MandorOh0.00510.005
- Erection balok precastBh124
Bahan
Sewa CraneUnit/hr0.0611247.564
Solarlt6.11124757.64
Sewa pipe supportbh/hr1124124
Upah1240
Operator craneOh0.0611247.564
Pembantu operator craneOh0.0611247.564
PekerjaOh0.0611247.564
Tukang BatuOh0.0611247.564
Tukang ErectionOh0.12212415.128
Kepala Tukang ErectionOh0.0611247.564
MandorOh0.0611247.564
- Joint BalokBh69
Groutingm30.068694.66
Begistingtitik1.0006969.00
Slingtitik1.0006969.00
PEKERJAAN STRUKTUR PELAT LANTAI
- Produksi Pelat Precast
- S1 1800 X 4500Bh48
- Beton46.656Bahan
Ready Mix (K 350)m3146.65646.656
Upah46.6560
PekerjaOh0.06446.6562.985984
Tukang BatuOh0.24446.65611.384064
Tukang VibratorOh0.12846.6565.971968
Kepala TukangOh0.03446.6561.586304
MandorOh0.07346.6563.405888
- Baja Tulangan5137.6933547716Bahan
Besi Beton (polos/ulir)kg1.055137.69335477165394.5780225102
Kawat betonkg0.0155137.693354771677.0654003216
Upah5137.69335477160
PekerjaOh0.0075137.693354771635.9638534834
Tukang BesiOh0.0075137.693354771635.9638534834
Kepala TukangOh0.00075137.69335477163.5963853483
MandorOh0.00045137.69335477162.0550773419
- Bekisting kolom8.1Bahan
Lantai kerja tebal 10 cmm30.0088.10.0648
Besi Hollow 50x50x3kg9.3948.176.0914
Kaso 5/7m30.0058.10.0405
Phenol Film 12mmlbr0.088.10.648
Dynabolt 12 (10-15cm)bh3.8828.131.4442
Minyak Bekisinglt1.1558.19.3555
Upah8.10
PekerjaOh0.0078.10.0567
Tukang KayuOh0.0768.10.6156
Kepala TukangOh0.0088.10.0648
MandorOh0.0018.10.0081
- buka pasang Bekisting1Upah
PekerjaOh0.05310.053
Tukang KayuOh0.01710.017
MandorOh0.00510.005
- S2 1800 X 4500
- Beton23.328Bahan
Ready Mix (K 350)m3123.32823.328
Upah23.3280
PekerjaOh0.06423.3281.492992
Tukang BatuOh0.24423.3285.692032
Tukang VibratorOh0.12823.3282.985984
Kepala TukangOh0.03423.3280.793152
MandorOh0.07323.3281.702944
- Baja Tulangan2568.8466773858Bahan
Besi Beton (polos/ulir)kg1.052568.84667738582697.2890112551
Kawat betonkg0.0152568.846677385838.5327001608
Upah2568.84667738580
PekerjaOh0.0072568.846677385817.9819267417
Tukang BesiOh0.0072568.846677385817.9819267417
Kepala TukangOh0.00072568.84667738581.7981926742
MandorOh0.00042568.84667738581.027538671
- Bekisting kolom8.1Bahan
Lantai kerja tebal 10 cmm30.0088.10.0648
Besi Hollow 50x50x3kg9.3948.176.0914
Kaso 5/7m30.0058.10.0405
Phenol Film 12mmlbr0.088.10.648
Dynabolt 12 (10-15cm)bh3.8828.131.4442
Minyak Bekisinglt1.1558.19.3555
Upah8.10
PekerjaOh0.0078.10.0567
Tukang KayuOh0.0768.10.6156
Kepala TukangOh0.0088.10.0648
MandorOh0.0018.10.0081
- buka pasang Bekisting1Upah
PekerjaOh0.05310.053
Tukang KayuOh0.01710.017
MandorOh0.00510.005
- S3 1875 X 2400
- Beton4.32Bahan
Ready Mix (K 350)m314.324.32
Upah4.320
PekerjaOh0.0644.320.27648
Tukang BatuOh0.2444.321.05408
Tukang VibratorOh0.1284.320.55296
Kepala TukangOh0.0344.320.14688
MandorOh0.0734.320.31536
- Baja Tulangan508.590241025Bahan
Besi Beton (polos/ulir)kg1.05508.590241025534.0197530763
Kawat betonkg0.015508.5902410257.6288536154
Upah508.5902410250
PekerjaOh0.007508.5902410253.5601316872
Tukang BesiOh0.007508.5902410253.5601316872
Kepala TukangOh0.0007508.5902410250.3560131687
MandorOh0.0004508.5902410250.2034360964
- Bekisting kolom4.5Bahan
Lantai kerja tebal 10 cmm30.0084.50.036
Besi Hollow 50x50x3kg9.3944.542.273
Kaso 5/7m30.0054.50.0225
Phenol Film 12mmlbr0.084.50.36
Dynabolt 12 (10-15cm)bh3.8824.517.469
Minyak Bekisinglt1.1554.55.1975
Upah4.50
PekerjaOh0.0074.50.0315
Tukang KayuOh0.0764.50.342
Kepala TukangOh0.0084.50.036
MandorOh0.0014.50.0045
- buka pasang Bekisting1Upah
PekerjaOh0.05310.053
Tukang KayuOh0.01710.017
MandorOh0.00510.005
- S4 1200 X 4500
- Beton12.96Bahan
Ready Mix (K 350)m3112.9612.96
Upah12.960
PekerjaOh0.06412.960.82944
Tukang BatuOh0.24412.963.16224
Tukang VibratorOh0.12812.961.65888
Kepala TukangOh0.03412.960.44064
MandorOh0.07312.960.94608
- Baja Tulangan1449.0610626331Bahan
Besi Beton (polos/ulir)kg1.051449.06106263311521.5141157648
Kawat betonkg0.0151449.061062633121.7359159395
Upah1449.06106263310
PekerjaOh0.0071449.061062633110.1434274384
Tukang BesiOh0.0071449.061062633110.1434274384
Kepala TukangOh0.00071449.06106263311.0143427438
MandorOh0.00041449.06106263310.5796244251
- Bekisting kolom5.4Bahan
Lantai kerja tebal 10 cmm30.0085.40.0432
Besi Hollow 50x50x3kg9.3945.450.7276
Kaso 5/7m30.0055.40.027
Phenol Film 12mmlbr0.085.40.432
Dynabolt 12 (10-15cm)bh3.8825.420.9628
Minyak Bekisinglt1.1555.46.237
Upah5.40
PekerjaOh0.0075.40.0378
Tukang KayuOh0.0765.40.4104
Kepala TukangOh0.0085.40.0432
MandorOh0.0015.40.0054
- buka pasang Bekisting1Upah
PekerjaOh0.05310.053
Tukang KayuOh0.01710.017
MandorOh0.00510.005
- S5 2200 X 4500
- Beton2.376Bahan
Ready Mix (K 350)m312.3762.376
Upah2.3760
PekerjaOh0.0642.3760.152064
Tukang BatuOh0.2442.3760.579744
Tukang VibratorOh0.1282.3760.304128
Kepala TukangOh0.0342.3760.080784
MandorOh0.0732.3760.173448
- Baja Tulangan260.1801899058Bahan
Besi Beton (polos/ulir)kg1.05260.1801899058273.1891994011
Kawat betonkg0.015260.18018990583.9027028486
Upah260.18018990580
PekerjaOh0.007260.18018990581.8212613293
Tukang BesiOh0.007260.18018990581.8212613293
Kepala TukangOh0.0007260.18018990580.1821261329
MandorOh0.0004260.18018990580.104072076
- Bekisting kolom9.9Bahan
Lantai kerja tebal 10 cmm30.0089.90.0792
Besi Hollow 50x50x3kg9.3949.993.0006
Kaso 5/7m30.0059.90.0495
Phenol Film 12mmlbr0.089.90.792
Dynabolt 12 (10-15cm)bh3.8829.938.4318
Minyak Bekisinglt1.1559.911.4345
Upah9.90
PekerjaOh0.0079.90.0693
Tukang KayuOh0.0769.90.7524
Kepala TukangOh0.0089.90.0792
MandorOh0.0019.90.0099
- buka pasang Bekisting1Upah
PekerjaOh0.05310.053
Tukang KayuOh0.01710.017
MandorOh0.00510.005
- S6 1895X 4500
- Beton4.0932Bahan
Ready Mix (K 350)m314.09324.0932
Upah4.09320
PekerjaOh0.0644.09320.2619648
Tukang BatuOh0.2444.09320.9987408
Tukang VibratorOh0.1284.09320.5239296
Kepala TukangOh0.0344.09320.1391688
MandorOh0.0734.09320.2988036
- Baja Tulangan450.0431887897Bahan
Besi Beton (polos/ulir)kg1.05450.0431887897472.5453482292
Kawat betonkg0.015450.04318878976.7506478318
Upah450.04318878970
PekerjaOh0.007450.04318878973.1503023215
Tukang BesiOh0.007450.04318878973.1503023215
Kepala TukangOh0.0007450.04318878970.3150302322
MandorOh0.0004450.04318878970.1800172755
- Bekisting kolom8.5275Bahan
Lantai kerja tebal 10 cmm30.0088.52750.06822
Besi Hollow 50x50x3kg9.3948.527580.107335
Kaso 5/7m30.0058.52750.0426375
Phenol Film 12mmlbr0.088.52750.6822
Dynabolt 12 (10-15cm)bh3.8828.527533.103755
Minyak Bekisinglt1.1558.52759.8492625
Upah8.52750
PekerjaOh0.0078.52750.0596925
Tukang KayuOh0.0768.52750.64809
Kepala TukangOh0.0088.52750.06822
MandorOh0.0018.52750.0085275
- buka pasang Bekisting1Upah
PekerjaOh0.05310.053
Tukang KayuOh0.01710.017
MandorOh0.00510.005
- S7 900 X 2400
- Beton0.5184Bahan
Ready Mix (K 350)m310.51840.5184
Upah0.51840
PekerjaOh0.0640.51840.0331776
Tukang BatuOh0.2440.51840.1264896
Tukang VibratorOh0.1280.51840.0663552
Kepala TukangOh0.0340.51840.0176256
MandorOh0.0730.51840.0378432
- Baja Tulangan93.7640380758Bahan
Besi Beton (polos/ulir)kg1.0593.764038075898.4522399796
Kawat betonkg0.01593.76403807581.4064605711
Upah93.76403807580
PekerjaOh0.00793.76403807580.6563482665
Tukang BesiOh0.00793.76403807580.6563482665
Kepala TukangOh0.000793.76403807580.0656348267
MandorOh0.000493.76403807580.0375056152
- Bekisting kolom17.1Bahan
Lantai kerja tebal 10 cmm30.00817.10.1368
Besi Hollow 50x50x3kg9.39417.1160.6374
Kaso 5/7m30.00517.10.0855
Phenol Film 12mmlbr0.0817.11.368
Dynabolt 12 (10-15cm)bh3.88217.166.3822
Minyak Bekisinglt1.15517.119.7505
Upah17.10
PekerjaOh0.00717.10.1197
Tukang KayuOh0.07617.11.2996
Kepala TukangOh0.00817.10.1368
MandorOh0.00117.10.0171
- buka pasang Bekisting1Upah
PekerjaOh0.05310.053
Tukang KayuOh0.01710.017
MandorOh0.00510.005
PEKERJAAN STRUKTUR TANGGA
- Struktur Tangga Utama
- Betonm32.73756Bahan
Ready Mix (K 350)m312.737562.73756
Upah2.737560
PekerjaOh0.0642.737560.17520384
Tukang BatuOh0.2442.737560.66796464
Tukang VibratorOh0.1282.737560.35040768
Kepala TukangOh0.0342.737560.09307704
MandorOh0.0732.737560.19984188
- Baja Tulangankg386.4396047696
Bahan
Besi Beton (polos/ulir)kg1.05386.4396047696405.7615850081
Kawat betonkg0.015386.43960476965.7965940715
Upah386.43960476960
PekerjaOh0.007386.43960476962.7050772334
Tukang BesiOh0.007386.43960476962.7050772334
Kepala TukangOh0.0007386.43960476960.2705077233
MandorOh0.0004386.43960476960.1545758419
- Bekistingm26.3
Bahan
kaso 5/7 merati0.0106.30.06
balok 6/12 meranti0.0056.30.03
paku 5-120.1336.30.84
dolken kayu dalam dia 8-100.6676.34.20
plywood 9 mm0.1176.30.74
minyak bekisting0.4506.32.84
Upah6.30.0
pekerjaoh0.6606.34.16
tukang kayuoh0.3306.32.08
kepala tukangoh0.0336.30.21
mandoroh0.0336.30.21
- Struktur Tangga Darurat
- Betonm33.390873984Bahan
Ready Mix (K 350)m313.3908739843.390873984
Upah3.3908739840
PekerjaOh0.0643.3908739840.217015935
Tukang BatuOh0.2443.3908739840.8273732521
Tukang VibratorOh0.1283.3908739840.43403187
Kepala TukangOh0.0343.3908739840.1152897155
MandorOh0.0733.3908739840.2475338008
- Baja Tulangankg297.0517787037
Bahan
Besi Beton (polos/ulir)kg1.05297.0517787037311.9043676389
Kawat betonkg0.015297.05177870374.4557766806
Upah297.05177870370
PekerjaOh0.007297.05177870372.0793624509
Tukang BesiOh0.007297.05177870372.0793624509
Kepala TukangOh0.0007297.05177870370.2079362451
MandorOh0.0004297.05177870370.1188207115
- Bekistingm24.032
Bahan
kaso 5/7 merati0.0104.0320.04
balok 6/12 meranti0.0054.0320.02
paku 5-120.1334.0320.54
dolken kayu dalam dia 8-100.6674.0322.69
plywood 9 mm0.1174.0320.47
minyak bekisting0.4504.0321.81
Upah4.0320.0
pekerjaoh0.6604.0322.66
tukang kayuoh0.3304.0321.33
kepala tukangoh0.0334.0320.13
mandoroh0.0334.0320.13
PEKERJAAN STRUKTUR DINDING GESER
- Tebal 250 mm, dia.13-150/150, L= 5.4 M
- Beton13.2192
Bahan
Ready Mix (K 350)m3113.219213.2192
Upah13.21920
PekerjaOh0.06413.21920.8460288
Tukang BatuOh0.24413.21923.2254848
Tukang VibratorOh0.12813.21921.6920576
Kepala TukangOh0.03413.21920.4494528
MandorOh0.07313.21920.9650016
- Baja Tulangan1843.4654175076
Bahan
Besi Beton (polos/ulir)kg1.051843.46541750761935.638688383
Kawat betonkg0.0151843.465417507627.6519812626
Upah1843.46541750760
PekerjaOh0.0071843.465417507612.9042579226
Tukang BesiOh0.0071843.465417507612.9042579226
Kepala TukangOh0.00071843.46541750761.2904257923
MandorOh0.00041843.46541750760.737386167
- Bekisting66.096
Bahan
kaso 5/7 merati0.0366.0961.98288
balok 6/12 meranti0.0266.0961.32192
paku 5-120.466.09626.4384
dolken kayu dalam dia 8-10366.096198.288
plywood 9 mm0.0366.0961.98288
minyak bekisting0.266.09613.2192
formite/spacer466.096264.384
Upah66.0960
pekerjaoh0.66066.09643.62336
tukang kayuoh0.33066.09621.81168
kepala tukangoh0.03366.0962.181168
mandoroh0.03366.0962.181168
- Tebal 250 mm, dia.13-150/150, L = 4.5 M
- Beton11.016
Bahan
Ready Mix (K 350)m3111.01611.016
Upah11.0160
PekerjaOh0.06411.0160.705024
Tukang BatuOh0.24411.0162.687904
Tukang VibratorOh0.12811.0161.410048
Kepala TukangOh0.03411.0160.374544
MandorOh0.07311.0160.804168
- Baja Tulangan1537.3475888509
Bahan
Besi Beton (polos/ulir)kg1.051537.34758885091614.2149682935
Kawat betonkg0.0151537.347588850923.0602138328
Upah1537.34758885090
PekerjaOh0.0071537.347588850910.761433122
Tukang BesiOh0.0071537.347588850910.761433122
Kepala TukangOh0.00071537.34758885091.0761433122
MandorOh0.00041537.34758885090.6149390355
- Bekisting55.08
Bahan
kaso 5/7 merati0.0355.081.6524
balok 6/12 meranti0.0255.081.1016
paku 5-120.455.0822.032
dolken kayu dalam dia 8-10355.08165.24
plywood 9 mm0.0355.081.6524
minyak bekisting0.255.0811.016
formite/spacer455.08220.32
Upah55.080
pekerjaoh0.66055.0836.3528
tukang kayuoh0.33055.0818.1764
kepala tukangoh0.03355.081.81764
mandoroh0.03355.081.81764
PEKERJAAN STRUKTUR LT. 3
PEKERJAAN STRUKTUR KOLOM LANTAI
- Produksi Kolom Precast
- Kolom K3 300 x 500
- Beton23.94Bahan
Ready Mix (K 350)m3123.9423.94
Upah23.940
PekerjaOh0.06123.941.46034
Tukang BatuOh0.21323.945.09922
Tukang VibratorOh0.12223.942.92068
Kepala TukangOh0.03323.940.79002
MandorOh0.07323.941.74762
- Baja Tulangan6797.7624679971Bahan
Besi Beton (polos/ulir)kg1.056797.76246799717137.650591397
Kawat betonkg0.0156797.7624679971101.96643702
Upah6797.76246799710
PekerjaOh0.0076797.762467997147.584337276
Tukang BesiOh0.0076797.762467997147.584337276
Kepala TukangOh0.00076797.76246799714.7584337276
MandorOh0.00046797.76246799712.7191049872
Bahan
- Bekisting kolom255.36Kaso 5/7m30.004255.361.02144
Phenol Film 12mmlbr0.048255.3612.25728
Paku 5-7 cmkg0.064255.3616.34304
Dynabolt 12 (10-15cm)bh0.693255.36176.96448
Minyak Bekisinglt0.023255.365.87328
Upah255.360
PekerjaOh0.004255.361.02144
Tukang KayuOh0.038255.369.70368
Kepala TukangOh0.004255.361.02144
MandorOh0.001255.360.25536
- buka pasang Bekisting1Upah
PekerjaOh0.07110.071
Tukang KayuOh0.02410.024
MandorOh0.00510.005
- Kolom K4 300 x 500
- Beton
5.04Bahan
Ready Mix (K 350)m315.045.04
Upah5.040
PekerjaOh0.0615.040.30744
Tukang BatuOh0.2135.041.07352
Tukang VibratorOh0.1225.040.61488
Kepala TukangOh0.0335.040.16632
MandorOh0.0735.040.36792
- Baja Tulangan
2473.9440595804Bahan
Besi Beton (polos/ulir)kg1.052473.94405958042597.6412625594
Kawat betonkg0.0152473.944059580437.1091608937
Upah2473.94405958040
PekerjaOh0.0072473.944059580417.3176084171
Tukang BesiOh0.0072473.944059580417.3176084171
Kepala TukangOh0.00072473.94405958041.7317608417
MandorOh0.00042473.94405958040.9895776238
- Bekisting kolom53.76Bahan
Kaso 5/7m30.00453.760.21504
Phenol Film 12mmlbr0.04853.762.58048
Paku 5-7 cmkg0.06453.763.44064
Dynabolt 12 (10-15cm)bh0.69353.7637.25568
Minyak Bekisinglt0.02353.761.23648
Upah53.760
PekerjaOh0.00453.760.21504
Tukang KayuOh0.03853.762.04288
Kepala TukangOh0.00453.760.21504
MandorOh0.00153.760.05376
- buka pasang Bekisting1
Upah
PekerjaOh0.07110.071
Tukang KayuOh0.02410.024
MandorOh0.00510.005
- Erection Kolom precast69
Bahan
Sewa CraneUnit/hr0.083695.727
Solarlt8.27769571.113
Sewa pipe supportbh/hr2.269151.8
Upah690
Operator craneOh0.083695.727
Pembantu operator craneOh0.083695.727
PekerjaOh0.083695.727
Tukang BatuOh0.083695.727
Tukang ErectionOh0.1666911.454
Kepala Tukang ErectionOh0.083695.727
MandorOh0.083695.727
- Joint Kolom69
Bahan
Groutingm30.47466932.7474
Upahtitik16969
PEKERJAAN STRUKTUR BALOK LANTAI
- Produksi Balok Precast
- B1 250 x 450
- Betonm313.365Bahan
Ready Mix (K 350)m3113.36513.365
Upah13.3650
PekerjaOh0.06913.3650.922185
Tukang BatuOh0.24213.3653.23433
Tukang VibratorOh0.13813.3651.84437
Kepala TukangOh0.03713.3650.494505
MandorOh0.07313.3650.975645
- Baja Tulangankg2322.3873097942Bahan
Besi Beton (polos/ulir)kg1.052322.38730979422438.5066752839
Kawat betonkg0.0152322.387309794234.8358096469
Upah2322.38730979420
PekerjaOh0.0072322.387309794216.2567111686
Tukang BesiOh0.0072322.387309794216.2567111686
Kepala TukangOh0.00072322.38730979421.6256711169
MandorOh0.00042322.38730979420.9289549239
- Bekisting kolomm2136.62Bahan
Kaso 5/7m30.005136.620.6831
Phenol Film 12mmlbr0.043136.625.87466
Paku 5-7 cmkg0.046136.626.28452
Dynabolt 12 (10-15cm)bh0.693136.6294.67766
Minyak Bekisinglt2.31136.62315.5922
Upah136.620
PekerjaOh0.004136.620.54648
Tukang KayuOh0.038136.625.19156
Kepala TukangOh0.004136.620.54648
MandorOh0.001136.620.13662
- buka pasang Bekistingbh1Upah
PekerjaOh0.08910.089
Tukang KayuOh0.03010.03
MandorOh0.00510.005
- B2 250 x 450
- Betonm34.86Bahan
Ready Mix (K 350)m314.864.86
Upah4.860
PekerjaOh0.0694.860.33534
Tukang BatuOh0.2424.861.17612
Tukang VibratorOh0.1384.860.67068
Kepala TukangOh0.0374.860.17982
MandorOh0.0734.860.35478
- Baja Tulangankg525.9311201674Bahan
Besi Beton (polos/ulir)kg1.05525.9311201674552.2276761758
Kawat betonkg0.015525.93112016747.8889668025
Upah525.93112016740
PekerjaOh0.007525.93112016743.6815178412
Tukang BesiOh0.007525.93112016743.6815178412
Kepala TukangOh0.0007525.93112016740.3681517841
MandorOh0.0004525.93112016740.2103724481
- Bekisting kolomm249.68Bahan
Kaso 5/7m30.00549.680.2484
Phenol Film 12mmlbr0.04349.682.13624
Paku 5-7 cmkg0.04649.682.28528
Dynabolt 12 (10-15cm)bh0.69349.6834.42824
Minyak Bekisinglt2.3149.68114.7608
Upah49.680
PekerjaOh0.00449.680.19872
Tukang KayuOh0.03849.681.88784
Kepala TukangOh0.00449.680.19872
MandorOh0.00149.680.04968
- buka pasang Bekistingbh1Upah
PekerjaOh0.08910.089
Tukang KayuOh0.03010.03
MandorOh0.00510.005
- B3 250 x 450
- Betonm314.68125Bahan
Ready Mix (K 350)m3114.6812514.68125
Upah14.681250
PekerjaOh0.06914.681251.01300625
Tukang BatuOh0.24214.681253.5528625
Tukang VibratorOh0.13814.681252.0260125
Kepala TukangOh0.03714.681250.54320625
MandorOh0.07314.681251.07173125
- Baja Tulangankg1909.6785883126Bahan
Besi Beton (polos/ulir)kg1.051909.67858831262005.1625177283
Kawat betonkg0.0151909.678588312628.6451788247
Upah1909.67858831260
PekerjaOh0.0071909.678588312613.3677501182
Tukang BesiOh0.0071909.678588312613.3677501182
Kepala TukangOh0.00071909.67858831261.3367750118
MandorOh0.00041909.67858831260.7638714353
- Bekisting kolomm2150.075Bahan
Kaso 5/7m30.005150.0750.750375
Phenol Film 12mmlbr0.043150.0756.453225
Paku 5-7 cmkg0.046150.0756.90345
Dynabolt 12 (10-15cm)bh0.693150.075104.001975
Minyak Bekisinglt2.31150.075346.67325
Upah150.0750
PekerjaOh0.004150.0750.6003
Tukang KayuOh0.038150.0755.70285
Kepala TukangOh0.004150.0750.6003
MandorOh0.001150.0750.150075
- buka pasang Bekistingbh1Upah
PekerjaOh0.08910.089
Tukang KayuOh0.03010.03
MandorOh0.00510.005
- B4 250 x 450
- Betonm36.075Bahan
Ready Mix (K 350)m316.0756.075
Upah6.0750
PekerjaOh0.0696.0750.419175
Tukang BatuOh0.2426.0751.47015
Tukang VibratorOh0.1386.0750.83835
Kepala TukangOh0.0376.0750.224775
MandorOh0.0736.0750.443475
- Baja Tulangankg834.7452742615Bahan
Besi Beton (polos/ulir)kg1.05834.7452742615876.4825379746
Kawat betonkg0.015834.745274261512.5211791139
Upah834.74527426150
PekerjaOh0.007834.74527426155.8432169198
Tukang BesiOh0.007834.74527426155.8432169198
Kepala TukangOh0.0007834.74527426150.584321692
MandorOh0.0004834.74527426150.3338981097
- Bekisting kolomm262.1Bahan
Kaso 5/7m30.00562.10.3105
Phenol Film 12mmlbr0.04362.12.6703
Paku 5-7 cmkg0.04662.12.8566
Dynabolt 12 (10-15cm)bh0.69362.143.0353
Minyak Bekisinglt2.3162.1143.451
Upah62.10
PekerjaOh0.00462.10.2484
Tukang KayuOh0.03862.12.3598
Kepala TukangOh0.00462.10.2484
MandorOh0.00162.10.0621
- buka pasang Bekistingbh1Upah
PekerjaOh0.08910.089
Tukang KayuOh0.03010.03
MandorOh0.00510.005
- B5 250 x 450
- Betonm36.075Bahan
Ready Mix (K 350)m316.0756.075
Upah6.0750
PekerjaOh0.0696.0750.419175
Tukang BatuOh0.2426.0751.47015
Tukang VibratorOh0.1386.0750.83835
Kepala TukangOh0.0376.0750.224775
MandorOh0.0736.0750.443475
- Baja Tulangankg834.7452742615Bahan
Besi Beton (polos/ulir)kg1.05834.7452742615876.4825379746
Kawat betonkg0.015834.745274261512.5211791139
Upah834.74527426150
PekerjaOh0.007834.74527426155.8432169198
Tukang BesiOh0.007834.74527426155.8432169198
Kepala TukangOh0.0007834.74527426150.584321692
MandorOh0.0004834.74527426150.3338981097
- Bekisting kolomm262.1Bahan
Kaso 5/7m30.00562.10.3105
Phenol Film 12mmlbr0.04362.12.6703
Paku 5-7 cmkg0.04662.12.8566
Dynabolt 12 (10-15cm)bh0.69362.143.0353
Minyak Bekisinglt2.3162.1143.451
Upah62.10
PekerjaOh0.00462.10.2484
Tukang KayuOh0.03862.12.3598
Kepala TukangOh0.00462.10.2484
MandorOh0.00162.10.0621
- buka pasang Bekistingbh1Upah
PekerjaOh0.08910.089
Tukang KayuOh0.03010.03
MandorOh0.00510.005
- B6 250 x 450
- Betonm32.7Bahan
Ready Mix (K 350)m312.72.7
Upah2.70
PekerjaOh0.0692.70.1863
Tukang BatuOh0.2422.70.6534
Tukang VibratorOh0.1382.70.3726
Kepala TukangOh0.0372.70.0999
MandorOh0.0732.70.1971
- Baja Tulangankg368.1894842456Bahan
Besi Beton (polos/ulir)kg1.05368.1894842456386.5989584579
Kawat betonkg0.015368.18948424565.5228422637
Upah368.18948424560
PekerjaOh0.007368.18948424562.5773263897
Tukang BesiOh0.007368.18948424562.5773263897
Kepala TukangOh0.0007368.18948424560.257732639
MandorOh0.0004368.18948424560.1472757937
- Bekisting kolomm222.08Bahan
Kaso 5/7m30.00522.080.1104
Phenol Film 12mmlbr0.04322.080.94944
Paku 5-7 cmkg0.04622.081.01568
Dynabolt 12 (10-15cm)bh0.69322.0815.30144
Minyak Bekisinglt2.3122.0851.0048
Upah22.080
PekerjaOh0.00422.080.08832
Tukang KayuOh0.03822.080.83904
Kepala TukangOh0.00422.080.08832
MandorOh0.00122.080.02208
- buka pasang Bekistingbh1Upah
PekerjaOh0.08910.089
Tukang KayuOh0.03010.03
MandorOh0.00510.005
- B7 250 X 450
- Betonm30.855Bahan
Ready Mix (K 350)m310.8550.855
Upah0.8550
PekerjaOh0.0690.8550.058995
Tukang BatuOh0.2420.8550.20691
Tukang VibratorOh0.1380.8550.11799
Kepala TukangOh0.0370.8550.031635
MandorOh0.0730.8550.062415
- Baja Tulangankg117.2954405343Bahan
Besi Beton (polos/ulir)kg1.05117.2954405343123.160212561
Kawat betonkg0.015117.29544053431.759431608
Upah117.29544053430
PekerjaOh0.007117.29544053430.8210680837
Tukang BesiOh0.007117.29544053430.8210680837
Kepala TukangOh0.0007117.29544053430.0821068084
MandorOh0.0004117.29544053430.0469181762
- Bekisting kolomm28.74Bahan
Kaso 5/7m30.0058.740.0437
Phenol Film 12mmlbr0.0438.740.37582
Paku 5-7 cmkg0.0468.740.40204
Dynabolt 12 (10-15cm)bh0.6938.746.05682
Minyak Bekisinglt2.318.7420.1894
Upah8.740
PekerjaOh0.0048.740.03496
Tukang KayuOh0.0388.740.33212
Kepala TukangOh0.0048.740.03496
MandorOh0.0018.740.00874
- buka pasang Bekistingbh1Upah
PekerjaOh0.08910.089
Tukang KayuOh0.03010.03
MandorOh0.00510.005
- B8 250 x 450
- Betonm31.71Bahan
Ready Mix (K 350)m311.711.71
Upah1.710
PekerjaOh0.0691.710.11799
Tukang BatuOh0.2421.710.41382
Tukang VibratorOh0.1381.710.23598
Kepala TukangOh0.0371.710.06327
MandorOh0.0731.710.12483
- Baja Tulangankg222.0867457188Bahan
Besi Beton (polos/ulir)kg1.05222.0867457188233.1910830048
Kawat betonkg0.015222.08674571883.3313011858
Upah222.08674571880
PekerjaOh0.007222.08674571881.55460722
Tukang BesiOh0.007222.08674571881.55460722
Kepala TukangOh0.0007222.08674571880.155460722
MandorOh0.0004222.08674571880.0888346983
- Bekisting kolomm217.48Bahan
Kaso 5/7m30.00517.480.0874
Phenol Film 12mmlbr0.04317.480.75164
Paku 5-7 cmkg0.04617.480.80408
Dynabolt 12 (10-15cm)bh0.69317.4812.11364
Minyak Bekisinglt2.3117.4840.3788
Upah17.480
PekerjaOh0.00417.480.06992
Tukang KayuOh0.03817.480.66424
Kepala TukangOh0.00417.480.06992
MandorOh0.00117.480.01748
- buka pasang Bekistingbh1Upah
PekerjaOh0.08910.089
Tukang KayuOh0.03010.03
MandorOh0.00510.005
- B9 250 x 450
- Betonm33.42Bahan
Ready Mix (K 350)m313.423.42
Upah3.420
PekerjaOh0.0693.420.23598
Tukang BatuOh0.2423.420.82764
Tukang VibratorOh0.1383.420.47196
Kepala TukangOh0.0373.420.12654
MandorOh0.0733.420.24966
- Baja Tulangankg444.1734914376Bahan
Besi Beton (polos/ulir)kg1.05444.1734914376466.3821660095
Kawat betonkg0.015444.17349143766.6626023716
Upah444.17349143760
PekerjaOh0.007444.17349143763.1092144401
Tukang BesiOh0.007444.17349143763.1092144401
Kepala TukangOh0.0007444.17349143760.310921444
MandorOh0.0004444.17349143760.1776693966
- Bekisting kolomm234.96Bahan
Kaso 5/7m30.00534.960.1748
Phenol Film 12mmlbr0.04334.961.50328
Paku 5-7 cmkg0.04634.961.60816
Dynabolt 12 (10-15cm)bh0.69334.9624.22728
Minyak Bekisinglt2.3134.9680.7576
Upah34.960
PekerjaOh0.00434.960.13984
Tukang KayuOh0.03834.961.32848
Kepala TukangOh0.00434.960.13984
MandorOh0.00134.960.03496
- buka pasang Bekistingbh1Upah
PekerjaOh0.08910.089
Tukang KayuOh0.03010.03
MandorOh0.00510.005
- CG 250 x 450
- Betonm32.16Bahan
Ready Mix (K 350)m31
Upah
PekerjaOh0.0692.160.14904
Tukang BatuOh0.2422.160.52272
Tukang VibratorOh0.1382.160.29808
Kepala TukangOh0.0372.160.07992
MandorOh0.0732.160.15768
- Baja Tulangankg328.5695086051Bahan
Besi Beton (polos/ulir)kg1.05328.5695086051344.9979840354
Kawat betonkg0.015328.56950860514.9285426291
Upah328.56950860510
PekerjaOh0.007328.56950860512.2999865602
Tukang BesiOh0.007328.56950860512.2999865602
Kepala TukangOh0.0007328.56950860510.229998656
MandorOh0.0004328.56950860510.1314278034
- Bekisting kolomm222.08Bahan
Kaso 5/7m30.00522.080.1104
Phenol Film 12mmlbr0.04322.080.94944
Paku 5-7 cmkg0.04622.081.01568
Dynabolt 12 (10-15cm)bh0.69322.0815.30144
Minyak Bekisinglt2.3122.0851.0048
Upah22.080
PekerjaOh0.00422.080.08832
Tukang KayuOh0.03822.080.83904
Kepala TukangOh0.00422.080.08832
MandorOh0.00122.080.02208
- buka pasang Bekistingbh1Upah
PekerjaOh0.08910.089
Tukang KayuOh0.03010.03
MandorOh0.00510.005
- B13 250 x 450
- Betonm346.656Bahan
Ready Mix (K 350)m3146.65646.656
Upah46.6560
PekerjaOh0.06946.6563.219264
Tukang BatuOh0.24246.65611.290752
Tukang VibratorOh0.13846.6566.438528
Kepala TukangOh0.03746.6561.726272
MandorOh0.07346.6563.405888
- Baja Tulangankg171.9842788393Bahan
Besi Beton (polos/ulir)kg1.05171.9842788393180.5834927813
Kawat betonkg0.015171.98427883932.5797641826
Upah171.98427883930
PekerjaOh0.007171.98427883931.2038899519
Tukang BesiOh0.007171.98427883931.2038899519
Kepala TukangOh0.0007171.98427883930.1203889952
MandorOh0.0004171.98427883930.0687937115
- Bekisting kolomm28.625Bahan
Kaso 5/7m30.0058.6250.043125
Phenol Film 12mmlbr0.0438.6250.370875
Paku 5-7 cmkg0.0468.6250.39675
Dynabolt 12 (10-15cm)bh0.6938.6255.977125
Minyak Bekisinglt2.318.62519.92375
Upah8.6250
PekerjaOh0.0048.6250.0345
Tukang KayuOh0.0388.6250.32775
Kepala TukangOh0.0048.6250.0345
MandorOh0.0018.6250.008625
- buka pasang Bekistingbh1Upah
PekerjaOh0.08910.089
Tukang KayuOh0.03010.03
MandorOh0.00510.005
- Erection balok precastbh124Bahan
Sewa CraneUnit/hr0.0611247.564
Solarlt6.11124757.64
Sewa pipe supportbh/hr1124124
Upah1240
Operator craneOh0.0611247.564
Pembantu operator craneOh0.0611247.564
PekerjaOh0.0611247.564
Tukang BatuOh0.0611247.564
Tukang ErectionOh0.12212415.128
Kepala Tukang ErectionOh0.0611247.564
MandorOh0.0611247.564
- Joint Balokbh69
Groutingm30.068694.66
Begistingtitik1.0006969.00
Slingtitik1.0006969.00
PEKERJAAN STRUKTUR PELAT LANTAI
- Produksi Pelat Precast
- S1 1800 X 4500
- Betonm346.656Bahan
Ready Mix (K 350)m3146.65646.656
Upah46.6560
PekerjaOh0.06446.6562.985984
Tukang BatuOh0.24446.65611.384064
Tukang VibratorOh0.12846.6565.971968
Kepala TukangOh0.03446.6561.586304
MandorOh0.07346.6563.405888
- Baja Tulangankg5137.6933547716Bahan
Besi Beton (polos/ulir)kg1.055137.69335477165394.5780225102
Kawat betonkg0.0155137.693354771677.0654003216
Upah5137.69335477160
PekerjaOh0.0075137.693354771635.9638534834
Tukang BesiOh0.0075137.693354771635.9638534834
Kepala TukangOh0.00075137.69335477163.5963853483
MandorOh0.00045137.69335477162.0550773419
- Bekisting kolomm28.1Bahan
Lantai kerja tebal 10 cmm30.0088.10.0648
Besi Hollow 50x50x3kg9.3948.176.0914
Kaso 5/7m30.0058.10.0405
Phenol Film 12mmlbr0.088.10.648
Dynabolt 12 (10-15cm)bh3.8828.131.4442
Minyak Bekisinglt1.1558.19.3555
Upah8.10
PekerjaOh0.0078.10.0567
Tukang KayuOh0.0768.10.6156
Kepala TukangOh0.0088.10.0648
MandorOh0.0018.10.0081
- buka pasang Bekistingbh1Upah
PekerjaOh0.05310.053
Tukang KayuOh0.01710.017
MandorOh0.00510.005
- S2 1800 X 4500
- Betonm323.328Bahan
Ready Mix (K 350)m3123.328
Upah23.328
PekerjaOh0.06423.328
Tukang BatuOh0.24423.328
Tukang VibratorOh0.12823.328
Kepala TukangOh0.03423.328
MandorOh0.07323.328
- Baja Tulangankg2568.8466773858Bahan
Besi Beton (polos/ulir)kg1.052568.8466773858
Kawat betonkg0.0152568.8466773858
Upah2568.8466773858
PekerjaOh0.0072568.8466773858
Tukang BesiOh0.0072568.8466773858
Kepala TukangOh0.00072568.8466773858
MandorOh0.00042568.8466773858
- Bekisting kolomm28.1Bahan
Lantai kerja tebal 10 cmm30.008
Besi Hollow 50x50x3kg9.394
Kaso 5/7m30.005
Phenol Film 12mmlbr0.08
Dynabolt 12 (10-15cm)bh3.882
Minyak Bekisinglt1.155
Upah
PekerjaOh0.007
Tukang KayuOh0.076
Kepala TukangOh0.008
MandorOh0.001
- buka pasang Bekistingbh1Upah
PekerjaOh0.053
Tukang KayuOh0.017
MandorOh0.005
- S3 1875 X 2400
- S4 1200 X 4500
- S5 2200 X 4500
-S6 1895 X 4500
- S7 900 X 2400
PEKERJAAN STRUKTUR LT. 4
PEKERJAAN STRUKTUR KOLOM LANTAI
- Produksi Kolom Precast
- Kolom K5 300 x 500
- Erection Kolom precast
- Joint Kolom
PEKERJAAN STRUKTUR BALOK LANTAI
- Produksi Balok Precast
- B1 250 x 450
- B2 250 x 450
- B3 250 x 450
- B4 250 x 400
- B5 250 X 450
- B6 250 x 450
- B7 250 x 450
- B8 250 X 450
- B9 250 x 450
- CG 250 x 450
- B13 250 x 450
- Erection balok precast
- Joint Balok
PEKERJAAN STRUKTUR PELAT LANTAI
- Produksi Pelat Precast
- S1 1800 X 4500
- S2 1800 X 4500
- S3 1875 X 2400
- S4 1200 X 4500
- S5 2200 X 4500
- S6 1895X 4500
- S7 900 X 2400
- Erection Pelat precast
0
0
0
PEKERJAAN STRUKTUR LT. 5
PEKERJAAN STRUKTUR KOLOM LANTAI
- Produksi Kolom Precast
- Kolom K5 300 x 500
PEKERJAAN STRUKTUR BALOK LANTAI
- Produksi Balok Precast
- B14 250 x 450
- B2 250 x 450
- B3 250 X 450
- B4 250 x 450
- B5 250 x 450
- B6 250 X 450
- B7 250 X 450
- B8 250 x 450
- B9 250 x 450
- CG 250 x 450
- B13 250 x 450
- Erection balok precast
- Joint Balok
PEKERJAAN STRUKTUR PELAT LANTAI
- Produksi Pelat Precast
- S1 1800 X 4500
- S2 1800 X 4500
- S3 1875 X 2400
- S4 1200 X 4500
- S5 2200 X 4500
- S6 1895X 4500
- S7 900 X 2400
0
PEKERJAAN STRUKTUR LT. RINGBALK
PEKERJAAN STRUKTUR BALOK LANTAI
- Produksi Balok Precast
- RB1 250 x 400
- RB2 250 x 400
- RB3 250 x 400
- RB4 250 x 400
- B2 250 x 450
- B6 250 x 450
- B9 250 x 450
- B10 250 x 450
- B11 250 x 450
- B12 250 x 450
- CG 250 x 450
- Erection balok precast
- Joint Balok
PEKERJAAN STRUKTUR PELAT LANTAI
- Produksi Pelat Precast
- S3 1875 X 2400
- S4 1200 X 4500
- S7 900 X 2400
- S8 1900 X 4500
0
NoItem PekerjaanVolSatuanNama Bahan/ upahPerhitunganVolumeDurasi (hr)Jml SDM/hr (vol/durs)
VolumeKoefisienVol= VolxkoefJumlah Harga BahanJumlah Harga UpahtotalHarga Bahan/ Upah
1 m2 Bekisting untuk pelat beton pracetak (5x pakai)12
Bahan
m3Lantai kerja tebal 10 cm120.0110.13220.0660.0
kgBesi Hollow 50x50x31212.964155.568277.784Rp68,088.24Rp5,252.10
m3Kaso 5/7120.0060.07220.036Rp9,000.00Rp1,500,000.00
lbrPhenol Film 12mm120.1111.33220.666Rp24,975.00Rp225,000.00
bhDynabolt 12 (10-15cm)125.35864.296232.148Rp4,286.40Rp800.00
ltMinyak Bekising123.88246.584223.292Rp77,640.00Rp20,000.00
Upah12020
OhPekerja120.010.1220.06Rp347.50Rp34,750.00
OhTukang Kayu120.1051.2620.63Rp4,299.75Rp40,950.00
OhKepala Tukang120.0110.13220.066Rp518.54Rp47,140.00
OhMandor120.0020.02420.012Rp106.66Rp53,330.00
TotalRp106,349.64Rp5,272.45Rp111,622.09
1 m2 Bekisting untuk Balok beton pracetak (10-12x pakai)
Bahan
m3Kaso 5/70.007Rp10,500.00Rp1,500,000.00
lbrPhenol Film 12mm0.059Rp13,275.00Rp225,000.00
kgPaku 5-7 cm0.064Rp630.40Rp9,850.00
bhDynabolt 12 (10-15cm)0.064Rp51.20Rp800.00
ltMinyak Bekising2.31Rp46,200.00Rp20,000.00
Upah
OhPekerja0.005Rp173.75Rp34,750.00
OhTukang Kayu0.053Rp2,170.