Download - Backup Panggi
7/25/2019 Backup Panggi
http://slidepdf.com/reader/full/backup-panggi 1/2
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
B!a6 17 M! 201#
!8!a O 9 !8!a O 9 !8!a O 9 !*a O 9
PP P"a:a La8a"a" P"a:a La8a"a" K;"a; Paa"a
CV. <AA-LA
I R ! " # S T B U $ ! R I IR%!"# ST &U'$(IS &U)!RI
NP. 1%7%0#2% 200#04 1 01$NP. 1%$#120% 201001 1 00$NP. 1%710$01 200#04 1 01# Direktur
!,! O 9 !,! O 9 !,! O 9
P,a*a P*a K;!" Ka*!>. Paa"a" P"a:a Uaa(PPK) >a" Paaa"
!BDU( $!RIS# ST &U**!&&I(# S+ S,!&SU(# !.&d
N!8. 1%770%21 200501 1 00$ NP. 1%740713 200#04 1 011 NP. 1%7$0112 200$03 1 002
Pot. KlmSkala 1 : 25
2 0
2 0
5
Pot. Pgr Skala 1 : 25
217 198 206
40
3 7
18
1 9
19
1 9
19
1 8
3 1
1 7
1 5 0
3 2
1 7
1 5 0
3 0
1 7
3 1
2 8
3 2
7 0
250 221
241
1 5 0
1 5 0
1 5 0
1 5 0
229221250
Tampak Pagar A
B C
40
50
40
50
7/25/2019 Backup Panggi
http://slidepdf.com/reader/full/backup-panggi 2/2
0.20 0.20 0.20 0.20
0.20 0.20 0.20 0.20
2.2# 2.1$ 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