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Aritmatik Volume: Deskripsi: Pekerjaan Pelat Lantai Dimensi Plat Panjang Lebar Luasan M M m2 Lantai 2

The document provides details on floor plates for a building project including: - Dimensions and areas of floor plates for levels 2-4 and the roof level. - Reinforcement details including bar diameter, spacing, number of layers and dimensions. - Calculations of concrete and formwork volumes and reinforcement weights by floor. The document contains technical specifications for construction elements and reinforcement requirements for multiple levels of a building.

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61 views18 pages

Aritmatik Volume: Deskripsi: Pekerjaan Pelat Lantai Dimensi Plat Panjang Lebar Luasan M M m2 Lantai 2

The document provides details on floor plates for a building project including: - Dimensions and areas of floor plates for levels 2-4 and the roof level. - Reinforcement details including bar diameter, spacing, number of layers and dimensions. - Calculations of concrete and formwork volumes and reinforcement weights by floor. The document contains technical specifications for construction elements and reinforcement requirements for multiple levels of a building.

Uploaded by

maria josephine
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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ARITMATIK VOLUME

Deskripsi : Pekerjaan Pelat Lantai

Dimensi Plat

No GRID TYPE ELEVASI


Panjang Lebar Luasan

m m m2

LANTAI 2
1 1 - 4 / A - B L2 + 4.00 2.00 5.00
2 2 - 4 / B - B1 L2 + 4.00 3.00 5.00
3 1 - 4 / B1 - C L2 + 4.00 3.00 5.00
4 1 - 2 / C - D L2 + 4.00 3.00 5.00
5 4 - 5 / A - B L2 + 4.00 4.00 1.80
6 3 - 4 / B - C L2 + 4.00 3.00 1.80
7 1 - 2 / D - D' L3 + 4.00 1.00 5.00

TOTAL VOLUME L2

LANTAI 3
1 1 - 4 / A - B L3 + 8.00 2.00 5.00
2 2 - 4 / B - B1 L3 + 8.00 3.00 5.00
3 1 - 4 / B1 - C L3 + 8.00 3.00 5.00
4 2 - 3 / C L3 + 8.00 3.00 5.00
5 4 - 5 / A - B L2 + 8.00 4.00 1.80

TOTAL VOLUME L3

LANTAI 4
1 1 - 4 / A - B L4 + 12.00 2.00 5.00
2 2 - 4 / B - B1 L4 + 12.00 3.00 5.00
3 1 - 4 / B1 - C L4 + 12.00 3.00 5.00
4 4 - 5 / B1 - C L4 + 12.00 3.00 1.80
5 4 - 5 / B - B1 L4 + 12.00 3.00 1.80
6 6 - 7 / C - C' L4 + 12.00 0.75 5.00
7 7 - 8 / B4 - C
TOTAL VOLUME L4

LANTAI ATAS
1 1 - 4 / A' - A LA + 12.00 1.80 5.00
2 4 - 5 / A' - A LA + 12.00 1.80 1.80
3 4 - 5 / A - B LA + 12.00 4.00 1.80
4 1 - 5 / B - C LA + 12.00 3.00 1.80
5 1 - 5 / C - C' LA + 12.00 1.80 1.80
6 1 - 5 / C - C' LA + 12.00 1.80 5.00

TOTAL VOLUME LA
Dimensi Plat PENULANGAN P
Vol Beton Vol Bekisting
Jumlah dimensi per m3
Tebal Kell dia Jarak TuL
Layer xy
m m m3 m2 mm m bh m2

0.12 14.00 1.20 11.68 ø 10.00 0.25 2.00 8.33


0.12 16.00 1.80 16.92 ø 10.00 0.25 2.00 8.33
0.12 16.00 1.80 16.92 ø 10.00 0.25 2.00 8.33
0.12 16.00 1.80 16.92 ø 10.00 0.25 2.00 8.33
0.12 11.60 0.86 8.59 ø 10.00 0.25 2.00 8.33
0.12 9.60 0.65 6.55 ø 10.00 0.25 2.00 8.33
0.12 12.00 0.60 6.44 ø 10.00 0.25 2.00 8.33

8.62 84.02

0.12 14.00 1.20 11.68 ø 10.00 0.25 2.00 8.33


0.12 16.00 1.80 16.92 ø 10.00 0.25 2.00 8.33
0.12 16.00 1.80 16.92 ø 10.00 0.25 2.00 8.33
0.12 16.00 1.80 16.92 ø 10.00 0.12 2.00 8.33
0.12 11.60 0.86 8.59 ø 10.00 1.12 2.00 8.33

7.38 71.03

0.12 14.00 1.20 11.68 ø 10.00 0.25 2.00 8.33


0.12 16.00 1.80 16.92 ø 10.00 0.25 2.00 8.33
0.12 16.00 1.80 16.92 ø 10.00 0.25 2.00 8.33
0.12 9.60 0.65 6.55 ø 10.00 0.25 2.00 8.33
0.12 9.60 0.65 6.55 ø 10.00 0.25 2.00 8.33
0.12 11.50 0.45 5.13 ø 10.00 0.25 2.00 8.33
6.47 63.75

0.12 13.60 1.08 10.63 ø 8.00 0.15 2.00 8.33


0.12 7.20 0.39 4.10 ø 8.00 0.15 2.00 8.33
0.12 11.60 0.86 8.59 ø 8.00 0.15 2.00 8.33
0.12 9.60 0.65 6.55 ø 8.00 0.15 2.00 8.33
0.12 7.20 0.39 4.10 ø 8.00 0.15 2.00 8.33
0.12 13.60 1.08 10.63 ø 8.00 0.15 2.00 8.33

4.39 44.62
PENULANGAN PLAT UTAMA PER M3

dimensi per m3 Panjang Panjang Berat


Berat Utama KOEF dia
x y Arah X Arah Y Tulangan
m m m m kg/m kg kg/m3 mm

4.00 2.08 20.54 20.54 0.62 49.30 41.08 ø 8.00


4.00 2.08 20.54 20.54 0.62 73.95 41.08 ø 8.00
4.00 2.08 20.54 20.54 0.62 73.95 41.08 ø 8.00
4.00 2.08 20.54 20.54 0.62 73.95 41.08 ø 8.00
4.00 2.08 20.54 20.54 0.62 35.49 41.08 ø 8.00
4.00 2.08 20.54 20.54 0.62 26.62 41.08 ø 8.00
4.00 2.08 20.54 20.54 0.62 24.65 41.08 ø 8.00

357.90

4.00 2.08 20.54 20.54 0.62 49.30 41.08 ø 8.00


4.00 2.08 20.54 20.54 0.62 73.95 41.08 ø 8.00
4.00 2.08 20.54 20.54 0.62 73.95 41.08 ø 8.00
4.00 2.08 42.79 42.79 0.62 154.06 85.59 ø 8.00
4.00 2.08 4.59 4.59 0.62 7.92 9.17 ø 8.00

359.17

4.00 2.08 20.54 20.54 0.62 49.30 41.08 ø 8.00


4.00 2.08 20.54 20.54 0.62 73.95 41.08 ø 8.00
4.00 2.08 20.54 20.54 0.62 73.95 41.08 ø 8.00
4.00 2.08 20.54 20.54 0.62 26.62 41.08 ø 8.00
4.00 2.08 20.54 20.54 0.62 26.62 41.08 ø 8.00
4.00 2.08 20.54 20.54 0.62 18.49 41.08 ø 8.00
268.92

4.00 2.08 21.91 21.91 0.39 47.33 43.82 ø 10.00


4.00 2.08 21.91 21.91 0.39 17.04 43.82 ø 10.00
4.00 2.08 21.91 21.91 0.39 37.86 43.82 ø 10.00
4.00 2.08 21.91 21.91 0.39 28.40 43.82 ø 10.00
4.00 2.08 21.91 21.91 0.39 17.04 43.82 ø 10.00
4.00 2.08 21.91 21.91 0.39 47.33 43.82 ø 10.00

194.98
PENULANGAN PLAT SUSUT PER M3

Jumlah dimensi per m3 Panjang Panjang Berat


Jarak TuL
Layer xy x y Arah X Arah Y Tulangan
m bh m2 m m m m kg/m

0.15 2.00 8.33 4.00 2.08 21.91 21.91 0.39


0.15 2.00 8.33 4.00 2.08 21.91 21.91 0.39
0.15 2.00 8.33 4.00 2.08 21.91 21.91 0.39
0.15 2.00 8.33 4.00 2.08 21.91 21.91 0.39
0.15 2.00 8.33 5.00 1.67 21.91 21.91 0.39
0.15 2.00 8.33 6.00 1.39 21.91 21.91 0.39
0.15 2.00 8.33 7.00 1.19 21.91 21.91 0.39

0.15 2.00 8.33 4.00 2.08 21.91 21.91 0.39


0.15 2.00 8.33 4.00 2.08 21.91 21.91 0.39
0.15 2.00 8.33 4.00 2.08 21.91 21.91 0.39
0.15 2.00 8.33 4.00 2.08 21.91 21.91 0.39
0.15 2.00 8.33 5.00 1.67 21.91 21.91 0.39

0.15 2.00 8.33 4.00 2.08 21.91 21.91 0.39


0.15 2.00 8.33 4.00 2.08 21.91 21.91 0.39
0.15 2.00 8.33 4.00 2.08 21.91 21.91 0.39
0.15 2.00 8.33 4.00 2.08 21.91 21.91 0.39
0.15 2.00 8.33 5.00 1.67 21.91 21.91 0.39
0.15 2.00 8.33 6.00 1.39 21.91 21.91 0.39
0.15 2.00 8.33 4.00 2.08 34.23 34.23 0.62
0.15 2.00 8.33 4.00 2.08 34.23 34.23 0.62
0.15 2.00 8.33 4.00 2.08 34.23 34.23 0.62
0.15 2.00 8.33 4.00 2.08 34.23 34.23 0.62
0.15 2.00 8.33 4.00 2.08 34.23 34.23 0.62
0.15 2.00 8.33 4.00 2.08 34.23 34.23 0.62
Berat Tul KOEF
Utama + Susut TOTAL KETERANGAN TOTAL VOLUME
Berat Susut KOEF

kg kg/m3 Kg kg/m3

52.58 43.82 101.88 84.90 LANTAI 2


78.88 43.82 152.82 84.90 ELV = + 4.00
78.88 43.82 152.82 84.90 Tebal = 0.12 cm
78.88 43.82 152.82 84.90
37.86 43.82 73.36 84.90 1) Beton Plat
28.40 43.82 55.02 84.90 2) Berat Besi Tulangan Plat
26.29 43.82 50.94 84.90 3) Kebutuhan Bekisting Plat

381.76 739.67

52.58 43.82 101.88 84.90 LANTAI 3


78.88 43.82 152.82 84.90 ELV = + 8.00
78.88 43.82 152.82 84.90 Tebal = 0.12 cm
78.88 43.82 232.93 129.41
37.86 43.82 45.78 52.99 1) Beton Plat
2) Berat Besi Tulangan Plat
3) Kebutuhan Bekisting Plat

327.08 686.25

52.58 43.82 101.88 84.90 LANTAI 4


78.88 43.82 152.82 84.90 ELV = + 12.00
78.88 43.82 152.82 84.90 Tebal = 0.12 cm
28.40 43.82 55.02 84.90
28.40 43.82 55.02 84.90 1) Beton Plat
19.72 43.82 38.21 84.90 2) Berat Besi Tulangan Plat
3) Kebutuhan Bekisting Plat
286.85 555.77

73.95 68.47 121.27 112.29 LANTAI ATAS


26.62 68.47 43.66 112.29 1
59.16 68.47 97.02 112.29 4
44.37 68.47 72.76 112.29 4
26.62 68.47 43.66 112.29 1
73.95 68.47 121.27 112.29 1
3) Kebutuhan Bekisting Plat

304.66 499.65
N TOTAL VOLUME

8.62 m3
739.67 kg
84.02 m2

7.38 m3
686.25 kg
71.03 m2

6.47 m3
555.77 kg
63.75 m2
44.62 m2
arah jarak baris jml plat batang arah
2000 5 250 8 6 15 2000 5
5000 2 250 20 6 18 5000 2
3000 5 250 12 6 25 3000 5
5000 3 250 20 6 27 5000 3
1000 5 250 4 1 1 1000 5
5000 1 250 20 1 2 5000 1
4000 1.8 250 16 2 5 4000 1.8
1800 4 250 7 3 5 1800 4
3000 1.8 250 12 2 3 3000 1.8
1800 3 250 7 2 3 1800 3
104

arah jarak baris jml plat batang arah


2000 5 250 8 6 15 2000 5
5000 2 250 20 6 18 5000 2
3000 5 250 12 5 21 3000 5
5000 3 250 20 5 23 5000 3
1000 5 120 8 1 3 4000 1.8
5000 1 120 41 1 4 1800 4
4000 1.8 250 16 2 5 3000 1.8
1800 4 250 7 3 5 1800 3
3000 1.8 250 12 2 3
1800 3 250 7 2 3
100

arah jarak baris jml plat batang arah


2000 5 250 8 6 15 2000 5
5000 2 250 20 6 18 5000 2
3000 5 250 12 5 21 3000 5
5000 3 250 20 5 23 5000 3
750 5 250 3 1 1 4000 1.8
5000 7.5 250 20 1 12 1800 4
4000 1.8 150 26 2 8 3000 1.8
1800 4 150 12 3 10 1800 3
208

arah jarak baris jml plat batang


5000 1.8 150 33 6 28
1800 4 150 12 3 10
3000 3 150 20 4 18
1800 1.8 150 12 4 6
288
jarak baris jml plat batang
150 13 6 28
150 33 6 31
150 20 6 45
150 33 6 47
150 6 1 2
150 33 1 3
150 26 2 8
150 12 3 10
150 20 2 6
150 12 2 5
185

jarak baris jml plat batang


150 13 6 28
150 33 6 31
150 20 5 38
150 33 5 39
150 26 2 8
150 12 3 10
150 20 2 6
150 12 2 5
165

jarak baris jml plat batang


150 13 6 28
150 33 6 31
150 20 5 38
150 33 5 39
150 26 2 8
150 12 3 10
150 20 2 6
150 12 2 5
165
PEMBESIAN

VOLUME Durasi Produktifitas Koefisien ( O.H)


Jumlah
TYPE Batang Jumlah Grup
Tulangan Memasang Memotong Meluruskan
kg Batang Batang Tulangan Batang Tulangan Total Durasi kg/hari Tukang Besi Pembantu Tukang Mandor
Tulangan
L2 560.35 289 3 0.71 0.03 0.34 2 93.39 0.0107 0.0107 0.0027
L3 686.25 265 1 1.96 0.00 7.76 10 68.62 0.0146 0.0146 0.0036
L4 555.77 373 1 2.76 0.00 15.37 19 29.25 0.0342 0.0342 0.0085
LATAP 499.65 288 1 2.13 0.00 9.16 12 41.64 0.0240 0.0240 0.0060

BEKISTING
VOLUME Durasi Produktifitas Koefisien ( O.H)

TYPE Jumlah
Grup Menyetel Memasang Membuka dan
m2 Bekisting Bekisting Membersihkan Total Durasi kg/hari Tukang Besi Pembantu Tukang Mandor

L2 84.02 4 1.44 0.10 0.52 3 7.00 0.1428 0.1250 0.0179


L3 71.03 4 1.22 0.12 0.37 2 8.88 0.1126 0.0985 0.0141
L4 63.75 4 1.10 0.14 0.30 2 7.97 0.1255 0.1098 0.0157
LATAP 44.62 4 0.77 0.20 0.15 2 5.58 0.1793 0.1569 0.0224

PENGECORAN
VOLUME Kapasitas Durasi Produktifitas Koefisien ( O.H)
TYPE Produksi Jumlah Grup
m3 (Qt) hari kg/hari Mandor Tukang Beton Buruh
L2 8.62 212.76 1 1 8.62 0.1160 0.1160 0.2321
L3 7.38 212.76 1 1 7.38 0.1356 0.1356 0.2711
L4 6.47 212.76 1 1 6.47 0.1544 0.1544 0.3089
LATAP 4.39 212.76 1 1 4.39 0.2280 0.2280 0.4560
Pembesian

Bahan :
10.500 kg Besi beton polos @ Rp. 8,500.00
0.150 kg Kawat beton @ Rp. 16,500.00
Upah :
0.070 Oh Pekerja @ Rp. 90,000.00
0.070 Oh Tukang besi @ Rp. 90,000.00
0.007 Oh Kepala Tukang Besi @ Rp. 110,000.00
0.004 Oh Mandor @ Rp. 120,000.00

Jadi, Pembesian 1 Kg dengan besi polos

Pabrikasi 100 batang tulangan Pasang 100 batang tulangan

(0.85+1.5)/2=1.15 (3.5+6)/2=4.75

(1.2+2.5)/2=1.85 (5+7)/2=6

3 jam (6+8)/2=7

5.92
Pabrikasi = 3 x 100% = 34%
8.92
Pasang = 5.92 x 100% = 66%
8.92

Lantai 2
Jumlah Jumlah 1 Grup Biaya
Pekerja
Pekerja 18 10 900,000.00
Tukang besi 18 5 450,000.00
Kepala Tukang Besi 2 1 110,000.00
Mandor 1 1 120,000.00
Total 17 1,580,000.00
Berat kg 149.66 kg
Volume 560.35 kg
Durasi 3.74 hari
= Rp. 89,250.00
= Rp. 2,475.00

= Rp. 6,300.00
= Rp. 6,300.00
= Rp. 770.00
= Rp. 480.00
Rp. 91,725.00 + Rp. 13,850.00
Jumlah Rp. 105,575.00
ngan besi polos Rp. 10,557.50

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