7/25/2019 Backup Panggi

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 BACK UP VOLUME PEKERJAAN

Galian = ((0.4+0.5)/2)x0.45x7.12 = 1.44 M3 = 1.44 M3

Urugan Kembali = 0.25xGa!a" = 0.3# M3 = 0.3# M3

Urugan Pasir = 0.4x0.05x7.12 = 0.14 M3 = 0.14 M3

Pas. Batu Kosong = 0.4x0.2x7.12 = 0.57 M3 = 0.57 M3

Pas. Batu = 1.43 M3

= ((0.2+(0.2$+0.32)/2))x((0.4+0.3)/2)x = 0.44 M3

= ((0.2+(0.32+0.31)/2))x((0.4+0.3)/2)x = 0.40 M3

= ((0.2+(0.31+0.7)/2))x((0.4+0.3)/2)x2. = 0.5% M3

1.43 M3

Beton Sloof = 0.13x0.17x(2.5+2.21+2.41 = 0.1# M3 = 0.1# M3

Bakesting Sloof = &0.17x(2.17+1.%$+2.0#)x2 = 0.70 M2 = 0.70 M2

Pembesian Sloof = = K

Tul Utama = #.21x4* x0.$% = K

Tul Sengkang

P, 1 -"a" = 0.44 M

 J -"a" = 43 B

Ba = 0.44x43x0.22 = 4.1# K

K

Beton Kolom = (0.37x0.4x1.5)+(0.1%x0.1$x1.4$)+(0.1%x0.1%x1.4$)+(0.1$x0.1%x1.4$) = 0.3$ M3 = 0.3$ M3

Bakesting Kolom = &((0.37x2+0.4x2)x1.50)+((0.1%x2+0.1$x2)x1.4$)+((0.1%x2+0.1%x2)x1.4$)+(( = 1.$$ M2 = 1.$$ M2

Pembesian Kolom = = K

  Uaa = &(1.4$+0.50)x4 B'x4K x 0.$%K = K

 . -"a" = 0.14 x 4 x 11 "a" x 4 K x 0.2 = 5.42 K

K

Pas. Bata = 0.3x2.17+0.32x1.%$+0.31 = 1.%2 M2 = 1.%2 M2

Plasteran = M2

oof dan Pas. Bata = (0.47x2.17+0.4%x1.%$+0.4$x2.0#)x2 = 5.%#

Pd Kolom = (0.37x2+0.4x2)x1.50+(0.1%x2+0.1$x2)x1.4$+(0.1%x2+0.1%x2)x1.4 = 5.#3

M2

Siar 1 Sisi = 0.4$ M2

((0.2$x0.32)/2)x2.5 = 0.11 M2

((0.32x0.31)/2)x2.21 = 0.11 M2

((0.31x0.7)/2)x2.41 = 0.2# M2

0.4$ M2

P!" B! = 2.3x1.5 = 3.45 M2 = 3.45 M2ngecatan Tembok = Paa" = M2 = M2

Kawat Duri = 2.17x5+2.27x2+1.%$x5+2.0$x2+2.0 = M1 = M1

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7/25/2019 Backup Panggi

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0.20 0.20 0.20 0.20

0.20 0.20 0.20 0.20

2.2# 2.1$ 2.37

2.0# 1.%$ 2.17

1.50 1.50 1.50

0.30 0.30 0.30 0.30 0.30 0.30

0.30 0.20 0.20 0.20 0.20 0.20

0.35 0.25 0.25 0.20 0.20 0.30

!"= 0.40 ? 0.40 ? = 1.12 M3

G!" K+&B!(I

= 1/4 ? GALAN = 0.2$ M3

B!TU K-S-"G= 0.40 ? 0.20 ? = 0.5# M3

B!TU= @(0.30 + 0.40)/2 ? @(0.5 + 0.4)/2 ? = 0.37 M3

= @(0.30 + 0.40)/2 ? @(0.4 + 0.45)/2 ? = 0.32 M3

= @(0.30 + 0.40)/2 ? @(0.45 + 0.55)/2 = 0.40 M3

1.0% M3

" S(--= 0.13 ? 0.2 ? #.= 0.1$ M3

STI"G S(--= 0.2 ? #.%% ? 2 = 2.$0 M2

B+SI!" S(-- S(--

 a"a" Uaa =  #.%% x 4B x 0.$% = 24.$$ K

 P, 1 -"a" = 0.50 M J -"a" = 43 B

Ba = 0.5x43x0.22 = 4.73 K

K

" K-(-& = (0.2 ? 0.2 ? 1 .5) + (0.2 ? 0.2 ? 1 .5) + (0.2 = 0.1$

STI"G K-(-& = @(0.2 ? 2) + (0.2 ? 2) ? 1.5 + @(0.2 ? 2) + (0.2 ? 2) ? 1.5 + @(0.2 ? 2) + ( = 3.#0 M2

B+SI!" K-(-&  Uaa = &(1.5+0.50)x4 B'x3K x 0.$%K = K

 . -"a" = 0.14 x 4 x 11 "a" x K x 0.22 = K

K