ANALISA HARGA SATUAN BETON COR 14 CM PEKERJAAN PLAT LANTAI SUPERDEK / M2 (BONDEK)
No
Ketera!a
J"#$a%
Sat
Har!a Sat"a (R.)
A A'1 A.7
Mater&a$ A!re!at Ka Kaar Ba Ba%a Pe Pere*at Beton Site Mix K-225
0 .1 2 5
M3
1,200,000
A'2 A'2 A.2.01
Ba%a Ka+" Ber&*"t Ba%a Ja,&+a Kayu Borneo Super
0 .0 0 3
M3
2,800,000
A'4 A.4.06 A.4. A.4.13 13 A.4.01
Ba%a Lo!a# ,a Ba%a Ja,&+a SUP!"K BM# 0.70 $$ n% Stop &ire &ire$e' $e'( ( M6 )2.1 )2.10 0 x 5.40 5.40 $* Be'i e'i Beton
1 .0 0 0 0.500 0.088 2.232
M2 M3 +r K
1 4 5 ,0 0 0 5 0 ,0 0 0 4 2 0 ,0 0 0 ,500
A'A.5.0 .5.01 1
Ba%a Pa*" ,a M"r Ba"t Pa/u a/u 1 $ '% '% 3 $
0.100
K
1 0 ,5 0 0
B B.1
A$at Bat" Sao%in
1.000
M2
3 0 ,0 0 0
C .1 .2 .3 .4
U.a% Pe*eraa Bon/ar Be Be/i'tin P Pat + +a antai Pe/eraan Peneoran Peat Pe/eraan Penuanan Pe$a'anan SU SUP!"K
0.500 0 .1 2 5 6 .0 4 2 1.000
M2 M3 K M2
7,000 5 0 ,0 0 0 3,000 2 5 ,0 0 0
Tota$ Har!a / M2 S".er,e*
Tota$ (R.)
150,000
8,400
145,000 25,000 37,044 21,204
1,050
30,000
3,500 6,250 18,126 25,000
40-04
