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QUANTITY SHEET
: Estimator : Yanichi S Estimate :
: Extention : Sheet : 1
: Kurniawan Checker : Ivan S Date : 16 /08 /2015
:
Pengali Kode
1.00
p = 42,000 m Pembersihan lahan
l = 14,000 m [( 42m x 14m = 588 m²)]
588,000 m²
2 p = 42,000 m
2 l = 14,000 m
112,000 m'
2 p = 34,000 m
2 l = 6,000 m
80,000 m'
p = 3,000 m
l = 3,000 m
9,000 m²
2.00
p = 1,800 m
l = 1,800 m
t = 0,850 m
18vol 1
pondasi =2,754 m
349,572 m
3
p = 2,200 m
l = 0,800 m
t = 0,600 m
25 vol 1 sloof =1,056 m
326,400 m3
Total galian tanah
75,972 m3
49,572m³ + 26,4m³
p = 1,800 m
l = 1,800 m
t = 0,200 m
18 vol = 0,648 m3
11,664 m3
p = 1,800 m
l = 1,800 m
t = 0,200 m
18 vol = 0,648 m3
11,664 m3
1.4
[(2 x 34m) + (2x6m) = 80m']
Pembuatan gudang bahan sementara
2.2Pek. Galian tanah sloof ( lebar sloof ditambah 30 cm di
kedua sisinya untuk space pekerja)
Keterangan
1. PEKERJAAN PERSIAPAN
Project
Location
Engineer
Classification
Dimensi Hasil
1.1
1.3
Pembuatan pagar sementara dari seng gelombang
tinggi 2 m
[( 2x42m)+(2x14m) = 112m']
Pemasangan bouwplank (bouwplank diambil 1 m dari
as pondasi terluar)
[(2 x 34m) + (2x6m) = 80m']
Pek. Galian tanah pondasi (lebar pondasi ditambah 30
cm di keempat sisinya untuk space pekerja).
Pek. pemadatan pasir bawah pondasi2.4
[(1,8m x 1,8m x 0,2m) x 18 = 11,664 m³]
[(2,2m x 0,8m x 0,6m)x 25 = 26,4 m³]
2. PEKERJAAN TANAH
2.1
[(1,8m x 1,8m x0,85m) x 18 = 49,572 m³]
2.3Pek. urugan pasir bawah pondasi
[(1,8m x 1,8m x 0,2m) x 18 = 11,664 m³]
1.2
QUANTITY SHEET
: Estimator : Yanichi S Estimate :
: Extention : Sheet : 2
: Kurniawan Checker : Ivan S Date : 16 /08 /2015
:
p = 2,800 m
l = 0,800 m
t = 0,150 m
25 vol = 0,336 m3
8,400 m3
p = 2,800 m
l = 0,800 m
t = 0,150 m
25 vol = 0,336 m3
8,400 m3
Volume total urugan pasir
20,064 m3
11,664m³ + 8,4m³
p = 1,800 m Vol. lantai kerja pondasi
l = 1,800 m (1PC : 3 PB : 5Kr)
t = 0,050 m
18 vol = 0,162 m3
2,916 m3
p = 2,800 m Vol lantai kerja sloof 5 cm
l = 0,800 m (1PC : 3 PB : 5Kr)
t = 0,050 m
25 vol = 0,112 m3
2,800 m3
Vol total lantai kerja
5,716 m3
2,916 m3 + 2,8m3
p = 1,200 m Vol plat pondasi
l = 1,200 m
t = 0,200 m
18 vol = 0,288 m3
5,184 m3
p = 3,600 m Vol Sloof
l = 0,200 m
t = 0,400 m
25 vol = 0,288 m3
7,200 m3
p = 0,400 m Vol kolom di dalam tanah
l = 0,400 m
t = 0,400 m
18 vol = 0,064 m3
1,152 m3
Project
Location
Engineer
Classification
[(1,8m x 1,8m x 0,05) x 18 = 11,664 m³]
Pek. pemadatan pasir bawah sloof2.6
[(2,8m x 0,8m x 0,15m)x 25 = 8,4 m³]
[(2,8m x 0,8m x 0,05m)x 25 = 2,8 m³]
[(1,2m x 1,m x 0,2 ) x 18 = 5,184 m³]
[(3,6m x 0,2m x 0,4m ) x 25 = 7,2 m³]
2.5Pek. urugan pasir bawah sloof
[(2,8m x 0,8m x 0,15m)x 25 = 8,4 m³]
[(0,4m x 0,4m x 0,4m) x 18 = 1,152 m³]
QUANTITY SHEET
: Estimator : Yanichi S Estimate :
: Extention : Sheet : 3
: Kurniawan Checker : Ivan S Date : 16 /08 /2015
:
Pek. Urugan kembali 2.7
36,656 m3
Pek. pemadatan tanah 2.8
36,656 m3
Pek. Buang Tanah Sisa Galian 2.9
39,316 m3 ( 75,972 m³ - 36,656 m³ )
3. PEKERJAAN BETON BERTULANG 3.00
3.1. Pek. Plat pondasi 3.10
p = 1,800 m Pengecoran lantai kerja plat pondasi
l = 1,800 m (1PC : 3 PB : 5Kr)
t = 0,050 m
18 vol = 0,162 m³ 2,916 m³
18/ 7/ 2/ l = 1,276 m Pembesian tulangan atas D13 pondasi
vol pek = 321,552 m' n = [(1200 - 80) / 200] + 1 = 7 tulangan
w = 1,040 kg/m' l = 1200 - 80 + 2 x 78 = 1276 mm
334,414 kg vol besi = 321,552m' x 1,040 kg/m'= 334,414 kg
18/ 9/ 2/ l = 1,312 m Pembesian tulangan bawah D16 pondasi
vol pek = 425,088 m' n=[(1200-80) / 150] + 1 = 9 tulangan
w = 1,580 kg/m' l= 1200 - 80 + 2 x 96 = 1312mm
671,639 kg vol besi = 425,088m' x 1,580 kg/m'= 671,639kg
p = 1,200 m Bekisting Plat Pondasi
t = 0,200 m (1,2m x 0,2m) x 4 x 18 = 17,28 m²
4/ 18/ luas = 0,240 m2
17,280 m2
p = 1,200 m
l = 1,200 m (1 PC : 1,5 PB : 2,5 BP)
t = 0,200 m
18 vol = 0,288 m3
5,184 m3
3.20
p = 2,800 m Pengecoran lantai kerja sloof 3.2.1
l = 0,800 m (1PC : 3 PB : 5Kr)
t = 0,050 m
25 vol = 0,112 m3
2,800 m3
[(1,2m x 1,m x 0,2m ) x 18 = 5,184 m³]
Project
Location
Engineer
Classification
(75,972 m³ - 20,064 m³ - 5,716 m³ - 5,184 m³ - 7,2 m³ -
1,152 m³)
(1,8 m x 1,8 m x 0,05 m)x 18 = 2,916 m³
(75,972 m³ - 20,064 m³ - 5,716 m³ - 5,184 m³ - 7,2 m³ -
1,152 m³)
Pengecoran plat pondasi dengan campuran 3.1.5
(2,8m x 0,8m x 0,05m x 25) = 2,8 m³
3.1.1
3.1.4
3.1.3
3.1.2
3.2 Pek. Beton sloof
QUANTITY SHEET
: Estimator : Yanichi S Estimate :
: Extention : Sheet : 4
: Kurniawan Checker : Ivan S Date : 16 /08 /2015
:
p = 3,600 m Bekisting sloof
t = 0,400 m (3,6 m x 0,4 m) x 2 x 25 = 72 m2
2/ 25/ luas = 1,440 m2
72,000 m2
l total = 487,040 m Pembesian tulangan sloof D16
w = 1,578 kg/m' lx =[ 32m + (40 x 0,016m x 2 x 4)] x 8 = 296,96 m
768,549 kg ly =[ 4m + (2 x 40 x 0,016m)] x 36 = 190,08 m
vol besi= 487,04 m x 1,578 kg/m' = 768,549kg
625 l = 1,030 m Pembesian tulangan sengkang Ø8 sloof
vol pek = 643,750 kg/m' l = (0.32m x 2)+(0.12m x 2)+(2 x 0.075m) = 1,03m
w = 0,395 kg/m' n= 25 x [(4m - 0.4m ) / (0.15m + 1)] = 625 buah
254,281 kg vol besi= 1,030m x 0,395 kg/m' x 625 = 254,281 kg
p = 3,600 m Pengecoran sloof dengan campuran
l = 0,200 m (1 PC : 1,5 PB : 2,5 BP)
t = 0,400 m
25 vol = 0,288 m3
7,200 m3
3.30
p = 1,600 m Bekisting kolom
t = 0,400 m (1,6 m x 0,4 m) x 4 x 18 = 46,080 m2
4/ 18/ luas = 0,640 m2
46,080 m2
18/ 8/ l = 2,453 m Pembesian tulangan D19 kolom
vol pek = 353,232 kg l= 1.6m 0.04m+(2/3 x 0.2m)+(40 x 0,019m)=2,453
w = 2,230 kg/m' n = 8 x 18 = 144
787,707 kg vol besi= 2,453m x 2,230 kg/m' x 18 x 8 = 787,707kg
18/ 12/ l = 1,430 m Pembesian tulangan sengkang Ø8 kolom
vol pek = 308,880 kg l= (0,32m x 4) + (0,075m x 2) =1,43m
w = 0,395 kg/m' n= ( 1.6 - 0.04 ) / 0.15 + 1 = 12
122,008 kg vol besi=1,43m x 0,395 kg/m' x 18 x 12=122,01kg
p = 0,400 m Pengecoran dengan campuran
l = 0,400 m (1 PC : 1,5 PB : 2,5 Kr)
t = 1,600 m
18 luas = 0,256 m3
4,608 m3
IV. PEKERJAAN AKHIR PROYEK
p = 34,000 m Pembersihan akhir proyek 4.1
l = 6,000 m (34m x 6m) = 204 m²
vol = 204,000 m² 204,000 m²
[(3,6m x 0,2m x 0,4m ) x 25 = 7,2 m³]
[(0,4m x 0,4m x 1,6m) x 18 = 4,608 m³]
Project
Location
Engineer
Classification
3.3.3
3.3.4
3.3 Pek. Beton kolom
3.3.1
3.3.2
3.2.4
3.2.5
3.2.3
3.2.2
