thrust block kab. kotabaru
TRANSCRIPT
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8/13/2019 Thrust Block Kab. Kotabaru
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UPAH BAHAN( Rp ) ( Rp )
1 4 5TANAH
0.632 oh Pekerja @ 56,000Rp 56,000Rp0.063 oh Mandor @ 84,000Rp 84,000Rp
0.211 Oh Pekerja @ 56,000Rp 56,000Rp0.021 Oh Mandor @ 84,000Rp 84,000Rp
KAYU
0.170 kg Pekerja @ 56,000Rp 56,000Rp0.007 Oh Mandor @ 84,000Rp 84,000Rp0.015 Oh Koral beton @ 184,000Rp0.056 Oh Kawat beton @ 29,000Rp1.000 bh Kayu galam diameter 10-12 m @ 6,000Rp 6,000Rp
BETON
232 kg Semen Gresik @ 1,320Rp 1,320Rp
0.52 m3 Pasir beton @ 127,000Rp 127,000Rp
0.75 m3 Koral beton @ 184,000Rp 184,000Rp0.7 kg Kawat beton @ 29,000Rp 29,000Rp1.65 oh Pekerja @ 56,000Rp 56,000Rp0.06 oh Mandor @ 84,000Rp 84,000Rp
PONDASI
0.016 m3 Pasir urug @ 121,000Rp 121,000Rp
0.08 m3 Pasir beton @ 127,000Rp 127,000Rp
0.125 m3 Koral beton @ 184,000Rp 184,000Rp49 kg Semen Gresik @ 1,320Rp 1,320Rp
34.5 kg Besi beton @ 81,000Rp 81,000Rp0.7 kg Kawat beton @ 29,000Rp 29,000Rp1 bh Kayu galam @ 6,000Rp 6,000Rp
0.12 kg Paku @ 22,000Rp 22,000Rp0.09 Liter Minyak bekisting @ 7,700Rp 7,700Rp
0.2 kg Plamur tembok @ 42,400Rp 42,400Rp
0.8 oh Pekerja @ 56,000Rp 56,000Rp
0.04 oh Mandor @ 84,000Rp 84,000Rp
0.5 oh Tukang batu @ 56,000Rp 56,000Rp
0.05 oh Kepala Tukang @ 84,000Rp 84,000Rp
Urugan Kembali
Meruncingkan, Pemancangan dan Memasang Stud kayu galam
Membuat Beton Bertulang Campuran 1:2:3
Pembuatan Ruang Pancang
SNI 2538:2008.6.2
SNI 2538:2008.6.2
SNI 2008
SNI 2008
SNI 2008
KODE ANALISA KEBUTUHAN HARGA SATUAN
2
1 M3 Galian tanah lumpur
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A. THRUST BLOCK ELBOW 11,25
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DATA
1. A = 150 mm
2. B = 275 mm
3. C = 300 mm
4. E = 600 mm
5. H = 600 mm
6. h = 900 mm
7. Tanah Urug = 900 mm
8. Pipa PVC diameter 100 mm
9. Lantai Kerja 5 cm
10. Pasir Urug 10 cm11. Pancang Kayu Galam L = 2 m, diameter 10-30 cm
Luas lahan = (A+B) x E = (150 mm + 275 mm) x 600 mm
= 25500000 mm 2 = 0.255 m 2
Kedalaman total = H + h + 5 cm + 10 cm
= 600 mm + 900 mm + 50 mm + 100 mm
=1650 mm = 1.65 m
Menggali Tanah Menggurug Tanah & Pasir Pancang Kayu Galam
B. THRUST BLOCK ELBOW 22,5
DATA
1. A = 150 mm
2. B = 275 mm3. C = 300 mm
4. E = 600 mm
5. H = 600 mm
6. h = 900 mm
7. Tanah Urug = 900 mm
8. Pipa PVC diameter 100 mm
9. Lantai Kerja 5 cm
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10. Pasir Urug 10 cm
11. Pancang Kayu Galam L = 2 m, diameter 10-30 cm
ANALISA VOLUME
1 2 3 4 5 6
TANAH
SNI 2538:2008.6.2 Galian tanah lumpur m3 0.42075 140,000Rp 58,905Rp
SNI 2538:2008.6.2Urugan Kembali m3 0.2295 140,000Rp 32,130Rp
KAYU
SNI 2008 Meruncingkan, Pemancangan dan Memasang Stud kayu galam bh 1 359,000Rp 359,000Rp
BETON
SNI 2008 Membuat Beton Bertulang Campuran 1:2:3 m3 0.153 481,320Rp 73,642Rp
SNI 2009 Pasang Bekisting untuk Pondasi m2 4.47 2,013,200Rp 8,999,004Rp
PONDASI
SNI 2008 Pembuatan Ruang Pancang m3
0.56115 901,420Rp 505,832RpTOTAL 10,028,513Rp
DIKARENAKAN PEKERJAAN THRUST BLOCK ADA DUA,YAITU ELBOW 11,25 & 22,5 MAKA TOTAL DIKALIKAN DUARpPPN 10% 2,005,703Rp
TOTAL 22,062,728Rp
JUMLAHKODE ANALISA PEKERJAAN SATUAN VOLUME HARGA SATUAN