RENCANA ANGGARAN BIAYA
P R O Y E K : KOLAM RENANG DAN KOLAM REKREASI ROTE NDAO
L O K A S I : KABUPATEN ROTE NDAO
PEKERJAAN : PEMBUATAN DESIND KOLAM RENANG DINAS PARIWISATA KABUPATEN PO
NO URAIAN PEKERJAAN JUMLAH HARGA
I PERSIAPAN 45,055,000
II KOLAM DAN TRIBUN
KOLAM PEMANASAN 1,228,245,234
KOLAM PERLOMBAAN 2,386,251,607
KOLAM LONCAT INDAH 4,940,987,314
TRIBUN DAN RUAN PENDUKUN 11,196,631,903
III LOBBY DAN RESTORAN 6,610,831,067
I! KIOS 750,308,239
! LAIN"LAIN
KOLAM REKREASI 4#140#950#000
LANSCAPE DAN PARKIR 1#765#486#000
BIAYA KONSTRUKSI 27,158,310,3!
PPN10" 2,715,831,03
JUMLAH 2#,87!,1!1,!00
DIBULATKAN 2#,87!,1!1,000
E NDAO
P$%& 3 '( 33
RENCANA ANGGARAN BIAYA
P R O Y E K : KOLAM RENANG DAN KOLAM REKREASI ROTE NDAO
L O K A S I : KABUPATEN ROTE NDAO
PEKERJAAN :
URAIAN PEKERJAAN SAT$
%OL
HARGA JUMLAH
NO$ SATUAN HARGA
R&$ R&$
I PEKERJAAN PERSIAPAN :
1 P&)*&+-.$/ L$$/%$/ M2 210 3,500#00 3,330 11,655,000
2 P&/%+$/ $/ &-/% '# M2 13 3,500#00 2,400 8,400,000
3 P&# J$$/ )$ $/ )'*--$- )$&+-$ 1#00 /&%'-$-
4 P&# D-+&- K&& $/ %$/% 210 1#00 25,000,000 25,000,000
Jumlah 45,0 55,000
II PEKERJAAN KOLAM RENANG UTAMA II$1 KOLAM PEMANASAN
A PEK$ TANAH DAN URUGAN :
1 P&# +--/% $/$. *# 20 ) M3 14 322#84 3,330 1,075,047
2 $-$/ $/$. &&*$+ 80 C) / '/# M3 15 34#40 18,640 641,216
3 $-$/ $/$. '$) M3 21 437#38 22,160 9,692,412
4 U+%$/ $/$. *$$. '$) $/ &-$+/$ M3 31 113#47 482,050 54,699,178
-$$$/
5 U+%$/ $/$. &)*$- M3 25 362#21 6,805 2,464,830
6 U+%$/ $-+ *$$. '/$- &&*$+ 80 ) M3 31 2#77 482,050 1,336,011
7 U+%$/ $-+ *$$. $/$- M3 24 17#40 52,070 906,135
8 P$# $- 0,2 )) -*$$. *$' $/ $ *&'/# M2 211 350#00 122,775 42,971,250
Jumlah 113,786,078
B
PEK$ PONDASI :1 B&'/ C'+ 1:3:5 ;L$/$- &+<$= M3 104 12#26 1,009,646 12,378,855
2 P$# B$ K''/% M3 32 8#31 314,430 2,612,083
3 P$# B$ K$- 1 : 5 M3 33 26#61 684,260 18,209,009
4 P&&+<$$/ *- *&'/ *&+$/% M3 123 18#00 1,079,486 19,430,739
Jumlah 52,6 30,686
C PEK$ BETON BERTULANG :
1 B&'/ S''( S1 K 300 ;>&?175K%= M3 114 10#80 5,225,590 56,436,367 2 B&'/ S''( S2 K 300 ;>&?150 K%= M3 112 4#50 4,938,027 22,221,122
3 B&'/ ''( +$- 15@20 M3 111 3#23 4,362,902 14,070,359
4 K'') K1 K300 ;>&?100 %= M3 111 1#25 4,362,902 5,453,628
5 P'/$- P1 K 300 ;>&?175= M3 114 6#00 5,225,590 31,353,537
6 B&'/ $ -/-/% '$) K300 ;>&?200= M3 116 18#24 5,513,152 100,559,892 7 B&'/ $ $$ '$) K300 ;>&?250= M3 118 24#00 6,088,277 146,118,648 8 B&'/ -)&+ K 300;>&?100=
$/ %&+ M3 111 17#30 4,362,902 75,473,842
Jumlah 451,687,394
D
PEK$ PASANGAN DAN PLASTERAN :1 P&#P$$/%$/ $&+ +''(-/% ;&)&/ *$&=
$$ &+. *$%-$/ '$) M2 86 219#20 45,375 9,946,200
2 P&#P&&+$/ 1:3 -$)*$. *'/-/% $%&/ &$+$ -$
$$ '$) M2 87 219#20 283,515 62,146,488
3 P&# P$$/%$/ *$ *$$ '&/ .'&+ M3 38 2#05 2,218,995 4,543,115 4 P&&+$/ 1:3 &)*' '&/ .'&+ M2 40 37#50 48,008 1,800,281
NOMO R ANALIS A
URAIAN PEKERJAAN SAT$
AR&$ R&$
5 P$# K&+$)- -/-/% '&/ .'&+ 20@25 M3 61 17#50 105,590 1,847,825
6 P&#P$$/%$/ &)*' $%$+ M3 38 21#45 2,218,995 47,597,443
7 L$/$- *&'/ K175 ;>& ? 80 K%= M3 110 34#50 4,132,852 142,600,157 8 P$&+$/ 1:3 -$$ $/$- &- '$) M2 40 177#66 48,008 8,529,012 9 P$# L$/$- &+$)- 20@20 '&/ .'&+ M2 61 14#80 105,590 1,562,732 10 P$# L$/$- K&+$)- 20@20 &- '$) M2 61 177#66 105,590 18,759,119
11 P$# L$/$- K&+$)- 20@20 '$) M2 61 219#20 105,590 23,145,328
12 P$# K'+$ -$ &)$ <$+$ M2 85 34#16 123,607 4,222,168
Jumlah 326,699,868
E PEK$ MEP
283,441,208II$2 KOLAM PERLOMBAAN A PEK$ TANAH DAN URUGAN :
1 P&# +--/% $/$. *# 20 ) M2 14 705#51 3,330 2,349,348
2 $-$/ $/$. &- '$) M3 15 256#75 18,640 4,785,820
3 $-$/ $/$. '$) M3 21 1,137#51 22,160 25,207,301
4 U+%$/ $/$. *$$. '$) $/ &-$+/$ M3 31 75#00 482,050 36,153,750
-$$$/
5 U+%$/ $/$. &)*$- 25 296#25 6,805 2,015,981
6 U+%$/ $-+ *$$. '/$- M3 31 18#75 482,050 9,038,438
7 U+%$/ $-+ *$$. $/$- M3 24 19#75 52,070 1,028,383
8 P$# $- 0,2 )) -*$$. *$' $/ $ *&'/# M2 211 975#54 122,775 119,771,924
Jumlah 200,350,944
B
PEK$ PONDASI :1 B&'/ C'+ 1:3:5 ;L$/$- &+<$= M3 104 46#38 1,009,646 46,825,844
2 P$# B$ K$- 1 : 5 M3 32 24#94 314,430 7,843,268
3 P&&+<$$/ *- *&'/ *&+$/% M3 123 36#00 1,079,486 38,861,478
Jumlah 93,5 30,590
C PEK$ BETON BERTULANG :
1 B&'/ S''( S1 K 300 ;>&?175K%= M3 114 18#72 5,225,590 97,823,035 2 B&'/ S''( S2 K 300 ;>&?150 K%= M3 112 16#50 4,938,027 81,477,446
3 K'') K1 K300 ;>&?100 %= M3 111 2#00 4,362,902 8,725,804
4 P'/$- P1 K 300 ;>&?175= M3 114 12#00 5,225,590 62,707,074
5 B&'/ $ -/-/% '$) K300 ;>&?200= M3 116 34#94 5,513,152 192,651,583 6 B&'/ $ $$ '$) K300 ;>&?250= M3 118 75#00 6,088,277 456,620,775 7 B&'/ -)&+ K 300;>&?100= M3
$/ %&+ M3 111 24#40 4,362,902 106,454,809
Jumlah 1,006,460,526
D
PEK$ PASANGAN DAN PLASTERAN :1 P&#P$$/%$/ $&+ +''(-/% ;&)&/ *$&=
$$ &+. *$%-$/ '$) M2 86 543#00 45,375 24,638,625
2 P&#P&&+$/ 1:3 -$)*$. *'/-/% $%&/ &$+$ -$
$$ '$) M2 87 543#00 283,515 153,948,645
3 L$/$- *&'/ K175 ;>& ? 80 K%= M3 110 47#40 4,132,852 195,897,185 4 L$/$- *&'/ $/%%$ K175 ;>&?80 K%= M3 110 10#34 4,132,852 42,745,262 5 P$&+$/ 1:3 -$$ $/$- &- '$) M2 40 395#00 48,008 18,962,963 6 P$# L$/$- K&+$)- 20@20 &- '$) M2 61 395#00 105,590 41,708,050
7 P$# L$/$- K&+$)- 20@20 '$) M3 61 543#00 105,590 57,335,370
Jumlah 535,236,099
E PEK$ MEP
550,673,448II$3 KOLAM LONCAT INDAH
P$%& 5 '( 33
URAIAN PEKERJAAN SAT$
%OL
HARGA JUMLAH
NO$ SATUAN HARGA
R&$ R&$
NOMO R ANALIS A
A PEK$ TANAH DAN URUGAN :
1 P&# +--/% $/$. *# 20 ) M2 14 712#52 3,330 2,372,692
2 $-$/ $/$. '$) M3 21 1,963#50 22,160 43,511,160
3 $-$/ $/$. $/%%$ '/$ -/$. M3 21 35#00 22,160 775,600
4 U+%$/ $/$. *$$. '$) $/ &-$+/$ M3 31 440#00 482,050 212,102,000
-$$$/
5 U+%$/ $/$. &)*$- M3 25 266#30 6,805 1,812,172
6 U+%$/ $-+ *$$. '/$- M3 31 18#05 482,050 8,701,003
7 U+%$/ $-+ *$$. $/$- M3 24 17#00 52,070 885,190
8 P$# $- 0,2 )) -*$$. *$' $/ $ *&'/# M2 211 757#63 122,775 93,018,023
Jumlah 363,177,839
B
PEK$ PONDASI :1 B&'/ C'+ 1:3:5 ;L$/$- &+<$= M3 104 18#05 1,009,646 18,224,101
2 P$#*$ $- 1:5 M3 32 0#29 314,430 89,613
3 P&&+<$$/ *- *&'/ *&+$/% M3 123 54#00 1,079,486 58,292,217
Jumlah 76,6 05,931C PEK$ BETON BERTULANG : K'()*
1 B&'/ S''( S1 K 300 ;>&?175K%= M3 114 17#10 5,225,590 89,357,580 2 B&'/ S''( S2 K 300 ;>&?150 K%= M3 112 22#80 4,938,027 112,587,016
3 K'') K1 K300 ;>&?100 %= M3 111 5#40 4,362,902 23,559,671
4 P'/$- P1 K 300 ;>&?175= M3 114 18#00 5,225,590 94,060,611
5 B&'/ $ -/-/% '$) K300 ;>&?200= M3 116 108#00 5,513,152 595,420,416 6 B&'/ $ $$ '$) K300 ;>&?250= M3 118 80#00 6,088,277 487,062,160 7 B&'/ -)&+ K 300;>&?100=
$/ %&+ M3 111 32#00 4,362,902 139,612,864
T$/%%$ '/$ -/$.
1 P'/$- $/%%$ K 300 ;>&?200= M3 116 35#00 5,513,152 192,960,320
2 K'') C1 $/%%$ K 300 ;>&?250= M3 119 10#56 6,375,840 67,328,865
3 K'') C2 $/%%$ K 300 ;>&?225= M3 117 2#70 5,800,715 15,661,929
4 K'') C3 $/%%$ K 300 ;>&?225= M3 117 2#97 5,800,715 17,228,122
5 T$/%%$ K 300;>&?250= M3 119 6#56 6,375,840 41,825,507
6 P&$ $/$- K300 ;>&?250= M3 119 16#95 6,375,840 108,070,480
7 B$' B1 K 300 ;>&?150= M3 112 141#25 4,938,027 697,496,314
8 B$' B2 K 300 ;>&?150= M3 112 7#13 4,938,027 35,183,442
Jumlah 2,717,415,297
D
PEK$ PASANGAN DAN PLASTERAN :1 P&#P$$/%$/ $&+ +''(-/% ;&)&/ *$&=
$$ &+. *$%-$/ '$) M2 86 800#00 45,375 36,300,000
2 P&#P&&+$/ 1:3 -$)*$. *'/-/% $%&/ &$+$ -$
$$ '$) M2 87 800#00 283,515 226,812,000
3 P& $$/ -/<$$/ '/$ -/$. /- 6#00 2,000,000 12,000,000
4 P&# R&--/% T$/%%$ M1 135#62 300,000 40,686,000
5 P&# P$$/%$/ *$ *$$ M3 38 7#26 2,218,995 16,109,904
6 P&&+$/ 1:3 &)*' M2 40 132#00 48,008 6,336,990
7 L$/$- *&'/ K175 ;>& ? 80 K%= M3 110 40#80 4,132,852 168,620,362 8 P$&+$/ 1:3 -$$ $/$- &- '$) M2 40 340#00 48,008 16,322,550 9 P$# L$/$- K&+$)- 20@20 &- '$) M2 61 340#00 105,590 35,900,600
10 P$# L$/$- K&+$)- 20@20 '$) M3 61 800#00 105,590 84,472,000
Jumlah 643,560,405
E PEK$ MEP
1,140,227,842III PEKERJAAN TRIBUNE DAN RUANG PENDUKUNG
A PEK$ TANAH DAN URUGAN :
URAIAN PEKERJAAN SAT$
AR&$ R&$
1 P&# +--/% $/$. *# 20 ) M2 14 948#73 3,330 3,159,276
2 $-$/ $/$. / '/# M3 15 527#26 18,640 9,828,080
3 U+%$/ $-+ *$$. $/$- -$$$/ M3 24 111#51 52,070 5,806,326
4 P$# $- 0,2 )) -*$$. *$' $/ $ *&'/# M2 211 2,230#20 122,775 273,812,805
Jumlah 292,606,487
B
PEK$ PONDASI :1 B&'/ C'+ 1:3:5 ;L$/$- &+<$= M3 104 216#07 1,009,646 218,149,055 2 P$ B&'/ P'/$- ;P1= &&)$ ;K250= ;>& 150= M3 112 38#81 4,938,027 191,634,952 3 P$ B&'/ P'/$- ;P2= &&)$ ;K250= ;>& 150= M3 112 46#02 4,938,027 227,238,126 4 P$# B&'/ '( ;S1"1= K250 ;>& 175= M3 114 0#45 5,225,590 2,343,677 5 P$# B&'/ '( ;S1"2= K250 ;>& 250= M3 118 5#15 6,088,277 31,342,450 6 P$# B&'/ '( ;S1"3= K250 ;>& 275= M3 119 2#40 6,375,840 15,302,015 7 P$# B&'/ '( ;S1"4= K250 ;>& 200= M3 116 0#90 5,513,152 4,945,297 8 P$# B&'/ '( ;S1"5= K250 ;>& 300= M3 120 5#15 6,663,402 34,303,193 9 P$# B&'/ '( ;S1"6= K250 ;>& 300= M3 120 3#15 6,663,402 20,959,731 10 P$# B&'/ '( ;S1"7= K250 ;>& 200= M3 116 7#72 5,513,152 42,572,560 11 P$# B&'/ '( ;S1"8= K250 ;>& 175= M3 114 16#20 5,225,590 84,654,550 12 P$# B&'/ '( ;S1"9= K250 ;>& 150= M3 112 9#00 4,938,027 44,437,799 13 P$# B&'/ '( ;S1"10= K250 ;>& 225= M3 117 3#60 5,800,715 20,882,572 14 P$# B&'/ '( ;S1"11= K250 ;>& 150= M3 112 7#20 4,938,027 35,553,794 15 P$# B&'/ '( ;S2"1= K250 ;>& 150= M3 112 1#80 4,938,027 8,888,449 16 P&$ $/$- ;S1= K175 ;>& 80= M3 110 535#25 4,132,852 2,212,100,767
Jumlah 3,195,308,988C PEK$ BETON BERTULANG :
L)+)- I
1 B&'/ *$' ;B1"1= K 250 ;>& 200= M3 116 1#92 5,513,152 10,585,252 2 B&'/ *$' ;B1"2= K 250 ;>& 250= M3 118 1#92 6,088,277 11,689,492 3 B&'/ *$' ;B1"3= K 250 ;>& 200= M3 116 3#84 5,513,152 21,170,504 4 B&'/ *$' ;B1"4= K 250 ;>& 275= M3 119 2#88 6,375,840 18,362,418 5 B&'/ *$' ;B1"5= K 250 ;>& 150= M3 112 2#88 4,938,027 14,221,518 6 B&'/ *$' ;B1"6= K 250 ;>& 150= M3 112 11#52 4,938,027 56,886,071 7 B&'/ *$' ;B4"1= K 250 ;>& 175= M3 114 4#80 5,225,590 25,082,830 8 B&'/ *$' ;B4"2= K 250 ;>& 200= M3 116 19#20 5,513,152 105,852,518 9 P&$ $/$- ;S1= K 250 ;>& 250= M3 118 88#25 6,088,277 537,266,092
Jumlah 801,116,694L)+)- II
1 B&'/ *$' ;B2"1= K 250 ;>& 250= M3 118 1#61 6,088,277 9,830,132 2 B&'/ *$' ;B2"2= K 250 ;>& 300= M3 120 2#02 6,663,402 13,448,411 3 B&'/ *$' ;B2"4= K 250 ;>& 225= M3 117 0#81 5,800,715 4,682,917 4 B&'/ *$' ;B2"5= K 250 ;>& 250= M3 118 8#10 6,088,277 49,315,044 5 B&'/ *$' ;B3"1= K 250 ;>& 300= M3 120 2#80 6,663,402 18,657,526 6 B&'/ *$' ;B3"4= K 250 ;>& 150= M3 112 2#40 4,938,027 11,851,265 7 B&'/ *$' ;B4"1= K 250 ;>& 175= M3 114 4#80 5,225,590 25,082,830 8 B&'/ *$' ;B4"2= K 250 ;>& 200= M3 116 19#20 5,513,152 105,852,518 9 B&'/ *$' &/'/'/ ;BD1"1= K250 ;>& 150= M3 112 71#78 4,938,027 354,449,109 10 &$ $/$- ;S1= K250 ;>& ;250= M3 118 93#47 6,088,277 569,071,251
Jumlah 1,162,241,002.''/
1 B&'/ *$' ;B2"4= K 250 ;>& 225= M3 117 8#10 5,800,715 46,985,787
2 B&'/ *$' ;B3"2= K 250 ;>& 250= M3 118 4#00 6,088,277 24,353,108
3 B&'/ *$' ;B3"3= K 250 ;>& 300= M3 120 1#80 6,663,402 11,994,124
4 B&'/ *$' ;B3"4= K 250 ;>& 150= M3 112 2#40 4,938,027 11,851,265
5 B&'/ *$' ;B3"5= K 250 ;>&200= M3 116 6#00 5,513,152 33,078,912
6 B&'/ *$' B - K 250 ;>& 150= M3 112 6#48 4,938,027 31,998,415
7 P&$ $$ ;S2= K 250 ;>& 150= M3 112 119#10 4,938,027 588,119,016
Jumlah 748,380,627KOLOM
P$%& 7 '( 33
URAIAN PEKERJAAN SAT$
%OL
HARGA JUMLAH
NO$ SATUAN HARGA
R&$ R&$
NOMO R ANALIS A
1 '') K1"1 K250 ;(& 275= M3 119 27#05 6,375,840 172,453,707
2 '') K2"1 K250 ;>& 200= M3 116 68#60 5,513,152 378,202,227 3 '') K2"2 K250 ;>& 250= M3 118 24#99 6,088,277 152,146,042 4 '') K3"1 K250 ;>& 300= M3 120 17#14 6,663,402 114,184,057
5 '') K4"1 K250 ;>& 300= M3 120 2#63 6,663,402 17,549,735
6 '') K4"2 K250 ;>& 300= M3 120 2#17 6,663,402 14,459,582
Jumlah 848,995,350
E
PEKERJAAN LANTAI :1 P$&+$/ 1:3 -$$ $/$- *&'/ M2 40 89#21 48,008 4,282,653
2 P$# L$/$- K&+$)- 30@30 M2 56 4,460#40 123,490 550,814,796
Jumlah 555,097,449
PEK$ PINTU, JENDELA %ENTILASI
1 P&# K&/ -/ '-& ;DA# 60= M3 135 0#32 25,090,250 8,105,405
2 P&# K&/ -/ ;DP#120= M3 136 0#03 5,880,900 164,665
3 P&# K&/ -/ ;DP#150= M3 136 0#06 5,880,900 346,973
4 P&# D$/ P-/ '-& ;DA# 60= M2 147 16#42 357,875 5,875,950
5 P&# D$/ P-/ ;DP 120= M2 150 5#05 408,865 2,063,133
6 P&# D$/ P-/ ;DP 150= M2 150 6#39 408,865 2,612,647
Jumlah 4,675,780
G PEK$ PENGGANTUNG PENGUNCI
1 P&# E/%& -/ /- 12#00 15,000 180,000
2 P$# D''+ ' /- 8#00 11,000 88,000
3 P$# K/- -/ /- 21#00 15,000 315,000
4 P$# &+&/& $/$) /- 13#00 11,500 149,500
Jumlah 732,500
H PEK$PENGECATAN INISHING
1 P&# P&/%&$$/ *&'/ '') ;K1"1= M2 182 432#77 15,000 6,491,520 2 P&# P&/%&$$/ *&'/ '') ;K2"1= M2 182 470#40 15,001 7,056,470 3 P&# P&/%&$$/ *&'/ '') ;K2"2= M2 182 171#36 15,002 2,570,743 4 P&# P&/%&$$/ *&'/ '') ;K3"1= M2 182 142#80 15,003 2,142,428 5 P&# P&/%&$$/ *&'/ '') ;K4"1= M2 182 42#14 15,004 632,269 6 P&# P&/%&$$/ *&'/ '') ;K4"2= M2 182 34#72 15,005 520,974
7 P&# P$ *$ *$$ M2 35 835#69 15,006 12,540,327
8 P&# P&/%&$$/ *$' $/ $$/% M2 182 2,279#42 15,007 34,207,256
9 P&# P&/%&$$/ T&)*' M2 184 1,253#53 15,008 18,812,997
10 P&# P'-+$/ R&--/% T$/%%$ M2 156#00 300,000 46,800,000
Jumlah 131,774,983
I PEKERJAAN KAP DAN ATAP
P.4))+ -+- .*)6 *6) &.4))+
&.6))+ ).- )4) 9&(), )6, )+.
)+ ))-+;)< =-+) '+.6-
./6+- ))-*)+) *-+;)$
1 P& *$<$ I250#125#25 K 35,830#83 21,996 788,119,603
2 P& *$<$ C150#65#3 K 2,675#20 21,996 58,842,549
3 P& $$ $/& M2 957#76 26,000 24,901,760
Jumlah 871,863,912
J PEK$ MEP
2,583,838,131URAIAN PEKERJAAN SAT$
AR&$ R&$
I% PEK$ BANGUNAN LOBBY DAN RESTAURANT I%$I PEKERJAAN LANTAI I
A PEK$ TANAH DAN URUGAN :
1 P&# +--/% $/$. *# 20 ) M2 14 1,150#00 3,330 3,829,500
2 $-$/ $/$. / '/$- &$$ M3 15 258#38 18,640 4,816,278
3 $-$/ $/$. '/$- )&/&+ M3 21 186#68 22,160 4,136,829
4 U+%$/ $/$. &)*$- M3 25 1,077#29 6,805 7,330,945
5 U+%$/ $-+ *$$. '/$- M3 31 22#43 482,050 10,814,551
6 U+%$/ $-+ *$$. $/$- -$$$/ M3 24 57#50 52,070 2,994,025
7 P$# $- 0,2 )) -*$$. *$' $/ $ *&'/# M2 198 1,150#00 5,803 6,673,220
Jumlah 40,5 95,347
B
PEK$ PONDASI :1 B&'/ C'+ 1:3:5 ;L$/$- &+<$= M3 104 50#30 1,009,646 50,782,645
2 B&'/ R$*$ L$/$- I 1 : 3 : 5 ;R$*$ L$/$-= M3 104 57#50 1,009,646 58,054,616
3 P$# B$ K''/% M3 32 43#08 314,430 13,545,644
4 P$# B$ K$- 1 : 5 M3 33 107#70 684,260 73,694,802
Jumlah 196,077,707
C PEK$ BETON BERTULANG :
1 P'/$- P1 K 300 ;>&?200K%= M3 116 45#90 5,513,152 253,053,677
2 P'/$- P2 K 300 ;>&?200K%= M3 116 3#00 5,513,152 16,539,456
3 P'/$- P3 K 300 ;>&?250K%= M3 118 14#40 6,088,277 87,671,189
4 P'/$- P4 K 300 ;>&?250K%= M3 118 1#08 6,088,277 6,575,339
5 S''( S++ S1"1 K 300;>&?200 K%= M3 116 3#84 5,513,152 21,170,504 6 S''( S++ S1"2 K 300;>&?200 K%= M3 116 3#96 5,513,152 21,832,082 7 S''( S++ S1"3 K 300;>&?200 K%= M3 116 1#14 5,513,152 6,284,993 8 S''( S++ S1"4 K 300;>&?200 K%= M3 116 6#90 5,513,152 38,040,749 9 S''( S++ S2"1 K 300;>&?200 K%= M3 116 9#63 5,513,152 53,064,088 10 S''( S++ S2"2 K 300;>&?200 K%= M3 116 2#63 5,513,152 14,472,024
11 S''( +$- K 300;>&?200 K%= M3 116 6#25 5,513,152 34,457,200
12 K'') 25@40 K300 ;>&?250= M3 118 12#80 6,088,277 77,929,946
13 K'') 15@40 K300 ;>&?250= M3 118 2#64 6,088,277 16,073,051
14 K'') 40@40 300 ;>&?250= M3 118 8#96 6,088,277 54,550,962
15 K'') +$- 15@15 K175 ;>&?175= M3 114 5#85 5,225,590 30,569,699
Jumlah 732,284,958
D PEK$ PASANGAN DAN PLASTERAN :
1 P$$/%$/ B$$ 1 : 5 M3 38 125#84 2,218,995 279,238,331
2 P$&+$/ A-$/ 1 : 5 M2 125 2,288#00 91,645 209,683,760
3 P$&+$/ '') 1 : 3 A-$/ M2 40 16#00 48,008 768,120
4 P$# B$ $$) +&$/%$+ M2 40 9#60 48,008 460,872
5 P$# B$ $- +$/') M2 199 110#40 886,965 97,920,936
Jumlah 588,072,019
E PEKERJAAN LANTAI :
1 P$# L$/$- K&+$)- 30@30 M2 56 985#65 123,490 121,717,919
2 P$# K'+$ -$ $/%%$ M2 85 489#60 123,607 60,517,987
Jumlah 182,235,906
PEK$ PINTU, JENDELA %ENTILASI
1 P&# K&/ -/, <&/&$ $/ &/-$- M3 135 2#84 25,090,250 71,356,671
2 P&# D$/ P-/ M2 146 19#20 1,058,795 20,328,864
3 P&# D$/ J&/&$ M2 137 10#50 342,000 3,591,000
4 P&# !&/-$- M2 138 5#07 356,160 1,805,518
5 P&# R&--/% T$/%%$ M1 44#00 300,000 13,200,000
Jumlah 110,282,053
P$%& 9 '( 33
URAIAN PEKERJAAN SAT$
%OL
HARGA JUMLAH
NO$ SATUAN HARGA
R&$ R&$
NOMO R ANALIS A
G PEK$ PENGGANTUNG PENGUNCI
1 P&# E/%& -/ /- 156#00 21,093 3,290,441
2 P$# D''+ ' /- 146 14#00 1,058,795 14,823,130
3 P$# K/- -/ /- 14#00 113,598 1,590,372
4 P$# &+&/& $/$) /- 14#00 8,800 123,200
Jumlah 19,8 27,143
H PEK$PENGECATAN INISHING
1 P&# P&/%&$$/ *&'/ '') M2 181 16#00 9,787 156,597
2 P&# P&/%&$$/ T&)*' M2 181 2,288#00 9,787 22,393,342
3 P&# P'-+$/ &/, $/ -/ $/ <&/&$ M2 189 104#22 36,111 3,763,357
Jumlah 26,3 13,296I%$II LANTAI II
A PEK$ PONDASI
1 P'/$- P1 K 300 ;>&?200K%= M3 116 7#20 5,513,152 39,694,694
2 S''( S++ S1"2 K 300;>&?200 K%= M3 116 0#70 5,513,152 3,837,154 3 S''( S++ S2"3 K 300;>&?200 K%= M3 116 2#71 5,513,152 14,954,425
Jumlah 58,4 86,273B PEK BETON BERTULANG
1 B&'/ B$' S++ B1"1 K 225 ;>& 275= M3 119 12#43 6,375,840 79,259,655 2 B&'/ B$' S++ B1"2 K 225 ;>& 250= M3 118 8#39 6,088,277 51,095,865 3 B&'/ B$' S++ B1"3 K 225 ;>& 160= M3 112 9#36 4,938,027 46,214,377 4 B&'/ B$' S++ B1"4 K 225 ;>& 200= M3 116 2#25 5,513,152 12,429,401 5 B&'/ B$' S++ B2"1 K 225 ;>& 275= M3 119 5#73 6,375,840 36,545,037 6 B&'/ B$' S++ B3"1 K 225 ;>& 200= M3 116 3#36 5,513,152 18,524,191 7 B&'/ B$' S++ B4"1 K 225 ;>& 200= M3 116 13#19 5,513,152 72,720,680 8 B&'/ B$' S++ B5"1 K 225 ;>& 250= M3 118 13#79 6,088,277 83,963,428 9 B&'/ B$' B" - K 225 ;>& 150= M3 112 1#89 4,938,027 9,315,094
10 K'') K1"1 K 300 ;>& 300= M3 120 0#35 6,663,402 2,332,191
11 K'') K1"2 K 300 ;>& 300= M3 120 2#10 6,663,402 13,993,144
12 K'') K1"3K 300 ;>& 300= M3 120 6#30 6,663,402 41,979,433
13 K'') K2"1 K 300 ;>& 300= M3 120 1#12 6,663,402 7,463,010
14 K'') K2"3 K 300 ;>& 200= M3 116 6#72 5,513,152 37,048,381
15 K'') K3"1 K 300 ;>& 275= M3 119 1#26 6,375,840 8,033,558
16 K'') K4"1 K 300 ;>& 150= M3 112 5#60 4,938,027 27,652,951 17 K'') K5"2 K 300 ;>& 300= M3 120 5#80 6,663,402 38,621,078 18 K'') K7"1 K 300 ;>& 175= M3 114 4#54 5,225,590 23,703,274
19 K'') +$- K175 ;>&?175= M3 114 6#04 5,225,590 31,549,497
20 P&$ PA L$/$- K 300 ;>& 150= M3 112 5#64 4,938,027 27,830,720 21 P&$ PL L$/$- K 300 ;>& 200= M3 114 43#28 5,225,590 226,140,521 22 P&$ >L L$/$- K 300 ;>& 250= M3 118 45#00 6,088,277 273,972,465 23 P&# B&'/ R-/% *$' K 300 ;>& 175= M3 114 24#57 4,729,465 116,224,367
Jumlah 1,286,612,318
C PEK$ PASANGAN DAN PLASTERAN :
1 P$$/%$/ B$$ 1 : 5 M3 38 61#69 2,218,995 136,895,127
2 P$&+$/ A-$/ 1 : 5 M2 40 1,121#68 48,008 53,849,053
3 P$&+$/ '') 1 : 3 A-$/ M2 40 411#88 48,008 19,773,329
4 P$&+$/ *$' 1 : 3 A-$/ M2 40 861#01 48,008 41,335,034
5 P$&+$/ P$ 1 : 3 A-$/ M2 40 716#99 48,008 34,420,897
6 P$# B$ $- +&$/%$+ M2 40 8#40 48,008 403,263
7 P$# B$+ $- +$/') M2 212 41#60 5,450 226,720
8 P$# B'+&+ *$ $$) +&$/%$+ .#10) M2 199 20#22 886,965 17,934,432
Jumlah 304,837,855URAIAN PEKERJAAN SAT$
AR&$ R&$
D PEKERJAAN LANTAI :
1 P$&+$/ 1:3 -$$ $/$- *&'/ M2 40 716#99 48,008 34,420,897
2 P$# L$/$- K&+$)- 30@30 M2 56 716#99 123,490 88,541,095
3 P$# K'+$ -$ $/%%$ M2 85 8#14 123,607 1,005,667
Jumlah 123,967,659
E PEK$ PINTU, JENDELA %ENTILASI
1 P&# K&/ -/, <&/&$ $/ &/-$- M3 135 0#74 25,090,250 18,566,785
2 P&# D$/ P-/ M2 146 149#60 1,058,795 158,395,732
3 P&# !&/-$- M2 138 2#84 356,160 1,011,494
4 P&# R&--/% T$/%%$ M1 87#40 300,000 26,220,000
Jumlah 204,194,011
PEK$ PENGGANTUNG PENGUNCI
1 P&# E/%& -/ /- 84#00 21,093 1,771,776
2 P$# D''+ ' /- 28#00 175,500 4,914,000
3 P$# K/- -/ /- 28#00 113,598 3,180,744
Jumlah 9,866,520
G PEK$PENGECATAN INISHING
1 P&# P&/%&$$/ *&'/ '') M2 181 411#88 9,787 4,031,193
2 P&# P&/%&$$/ *$' M2 181 861#01 9,787 8,426,983
3 P&# P&/%&$$/ T&)*' M2 181 1,121#68 9,787 10,978,219
4 P&# P'-+$/ &/, $/ -/ $/ <&/&$ M2 189 52#67 36,111 1,901,904
Jumlah 25,3 38,298H PEKERJAAN KAP DAN ATAP
P.4))+ -+- .*)6 *6) &.4))+
&.6))+ ).- )4) 9&(), )6, )+.
)+ ))-+;)< =-+) '+.6-
./6+- ))-*)+) *-+;)$
) KUDA>KUDA BAJA
1 P&# K$"K$ *$<$ ( 250#125#5#7 K% 135#04 16,900 2,282,176
2 P&# K$"K$ *$<$ ( 150#75#5#7 K% 121#37 16,900 2,051,153
3 P&&+<$$/ %'+-/% *$<$ $/$ 150#65#3 K% 4,489#25 16,900 75,868,257
4 P&# B$' **/%$/ ( 150#75#5#7 K% 65#50 16,900 1,106,950
5 P&# P$ P&/$)*/% K% 8#00 16,900 135,200
6 P&# B$")+, $ $/ &&/%$ $-//$ 342#00 16,900 5,779,800
KUDA>KUDA KAYU
1 P&# K$"K$ K$ K$)&+ M3 154 94#73 5,092,450 482,405,752 2 P&# '+-/% $/ B$' T&)*' $ K$)&+ M3 154 4#00 5,092,450 20,369,800 3 P&# J+$- ;D$$) $/ L$+= $/ N' K$ K$)&+ M3 154 0#47 5,092,450 2,407,221
4 P$ P&/$)*/% $/ B'"*' 124#00 16,900 2,095,600
5 B$' I$$/ A/%-/ $/ + S M3 154 0#44 5,092,450 2,240,678
6 P&# L-$/ K$ B$/%-+$- ;&/%$= M3 166 229#27 30,775 7,055,853
7 P$# U K$)&+ 5@7 )2 157 284#23 65,204 18,532,607
8 P$# U K$)&+ 5@7 ;-&+@&'&= )2 160 11#58 106,933 1,238,370
9 P$$/%$/ P'' 6 )) M2 940#47 25,200 23,699,844
10 P$# A)-/-) ('- M2 724#66 125,000 90,582,375
11 P$# R&/% 3@4 M2 173 724#66 72,700 52,682,709
12 P$# A$ M-+''( M2 724#66 28,000 20,290,452
13 P$$/%$/ )$.'$ *. 10#00 520,000 5,200,000
14 P$$/%$/ B*/%$/ M1 173 49#24 72,700 3,579,748
? P() ))&
'+P$%& 11 '( 33
URAIAN PEKERJAAN SAT$
%OL
HARGA JUMLAH
NO$ SATUAN HARGA
R&$ R&$
NOMO R ANALIS A
1 P&&+<$$/ P$ $$ *&'/ *&+$/% )2 114 221#40 5,225,590 1,156,924,613
2 P&&+<$$/ $&+ P+''(-/% )2 192 221#40 79,000 17,490,284
Jumlah 1,994,019,442
E PEK$ MEP
707,820,261% PEK$ BANGUNAN KIOS A PEK$ TANAH DAN URUGAN :
1 $-$/ '/$- M3 15 46#80 18,640 872,352
2 U+%$/ $/$. '/$- M3 31 11#70 482,050 5,639,985
3 U+%$/ $/$. *$$. $/$- M3 25 170#24 6,805 1,158,483
4 U+%$/ $-+ *$$. '/$- M3 31 53#40 482,050 25,741,470
5 +%$/ $-+ *$. $/$- M3 24 181#00 52,070 9,424,670
Jumlah 7,670,820
B PEK$ PONDASI :
1 B&'/ C'+ 1:3:5 ;L$/$- &+<$= M3 104 22#40 1,009,646 22,616,059
2 P$# B$ K''/% M3 32 18#98 314,430 5,967,881
3 P$# B$ K$- 1 : 5 M3 35 35#60 2,197,423 78,228,241
Jumlah 106,812,182
C PEK$ BETON BERTULANG :
1 P&#S''( 15@20 M3 112 11#39 4,938,027 56,244,128
2 B$' +-/% M3 112 8#01 4,938,027 39,553,596
3 K'') 15@15 M3 112 1#69 4,938,027 8,332,921
Jumlah 95,7 97,724
D PEK$ PASANGAN DAN PLASTERAN :
1 P&# P$$/%$/ *$ *$$ M3 38 29#52 2,218,995 65,501,404
2 P&&+$/ 1:3 &)*' M2 40 536#70 48,008 25,765,625
3 A-$/ &)*' M2 43 536#70 16,140 8,662,338
4 P$# K&+$)- -/-/% 20@20 M2 61 17#50 105,590 1,847,825
5 P$# K&+$)- -/-/% 30@30 M2 56 436#00 123,490 53,841,640
6 P&# P$('/ M3 125 448#00 91,645 41,056,960
7 P& $ &)*' M2 181 536#70 9,787 5,252,844
8 P$# C$ $('/ M2 181 177#66 9,787 1,738,812
Jumlah 203,667,448
E PEK PINTU DAN %ENTILASI
1 P-/ $)-/-) /- 0 3#00 417,000 1,251,000
2 &/-$- M2 138 7#97 356,160 2,837,242
3 +'-/% ''+ /- 19#00 789,520 15,000,880
Jumlah 224,495,381
PEK$ INSTALASI LISTRIK DAN AIR
1 S&- $/ /- 1#00
9,100,0009,100,000
2 -$ 3 M 10#00
382,4153,824,150
3 -$ 1@2 M 12#00
978,56011,742,720
4 K&+$/ *. 7#00
84,700592,900
5 B$ *. 4#00
3,435,74013,742,960
6 &$(& *. 3#00
356,7301,070,190
7 >'+ +$-/ *. 4#00
30,800123,200
8 K'& *. 4#00
1,780,1307,120,520
9 L$) /&'/ 40 $ *. 30#00
165,0004,950,000
10 L$) -<$+ *. 5#00
137,500687,500
URAIAN PEKERJAAN SAT$
AR&$ R&$
11 S$&$+ *. 23#00
82,5001,897,500
12 S' '/$ *. 23#00
55,0001,265,000
Jumlah 30,8 56,870
G PEK$ KAP DAN KUDA>KUDA
1 B$' &)*' M3 154 7#02 5,092,450 35,730,911
2 N'' F J+$- M3 155 1#39 2,640,000 3,659,040
3 '+-/% M3 156 1#80 4,950,000 8,923,306
4 A$ %&/&/% M3 155 1#84 2,640,000 4,866,048
5 L-$/ M2 171 219#36 126,460 27,740,266
M3 164 1#7325 50,935 88,245
Jumlah 81,0 07,815
%I P$ K'()* R
.)-M2 1,505#80 2#750#000 4#140#950#000
%II P$ L)+?)&, P..))+ )+ P).-. M2 17,654#86 100#000 1#765#486#000
&&@&) C@$($+ $/$-$ &+$)$/$/@$($+ .$+%$ 13'(33 13
DATAR ANALISA BULAN APRIL TAHUN 2007 DISIAPKAN OLEH :
NO URAIAN
HARA JUMLAH HARA JUMLAH
KETERANAN
SATUAN UPAH BAHAN HARA
R# R# R# R#
1 1 M3 BONGKARAN BETON BERTULANG
$7 OH P&&+<$ 30,000 200,010 0 200,010
0$333 OH M$/'+ 55,000 18,315 0 18,315
218,325 0 218,325
2 10 M2 MEMBONKAR USUK@REN
0$250 OH T$/%$ 48,000 12,000 0 12,000
0$025 OH K&$$ T$/% $ 52,500 1,313 0 1,313
13,313 0 13,313
U/1 M2 GGGG## 1,331
3 10 M2 MENUPAS PLESTERAN
0$500 OH P&&+<$ 30,000 15,000 0 15,000
0$025 OH M$/'+ 55,000 1,375 0 1,375
16,375 0 16,375
U/1 M2 GGGG## 1,638
4 1 M3 MEMBONGKAR TEMBOK
3#300 OH P&&+<$ 30,000 99,000 0 99,000
0#033 OH M$/'+ 55,000 1,815 0 1,815
100,815 0 100,815
5 10 M2 MEMBONKAR LANTAI
2#000 OH P&&+<$ 30,000 60,000 0 60,000
0#100 OH M$/'+ 55,000 5,500 0 5,500
65,500 0 65,500
U/1 M2 GGGG## 6,550
6 10 M2 MENURUNKAN ATAP ENTEN
0#500 OH T$/% *$ 45,000 22,500 0 22,500
1#000 OH P&&+<$ 30,000 30,000 0 30,000
52,500 0 52,500
U/1 M2 GGGGG# 5,250
7 10 M2 MENURUNKAN ATAP SEN
0#500 OH T$/% B&- 45,000 22,500 0 22,500
1#000 OH P&&+<$ 30,000 30,000 0 30,000
52,500 0 52,500
U/1 M2 GGGG## 5,250
8 1 M@ PENGUKURAN PASANG PAPAN BOUWPLANK
0$001M3 K$M&+$/- 1,650,000 0 1,980 1,980
0$007M3 K$ M&+$/- P$$/ 2,000,000 0 14,000 14,000
0$020K P$U 63,000 0 1,260 1,260
0$100OH T$/%$ 48,000 4,800 0 4,800
0$010OH K&$$T$/%$ 52,500 525 0 525
0$100OH P&&+<$ 30,000 3,000 0 3,000
0$005OH M$/'+ 55,000 275 0 275
8,600 17,240 25,840
9 1 M3 GALIAN TANAH SEDALAM 2 METER
0#526 OH P&&+<$ 30,000 15,780 0 15,780
0#052 OH M$/'+ 55,000 2,860 0 2,860
18,640 0 18,640
1M3 ALIAN TANAH BIASA DLM TEROONAN ;5= 93,200 0 93,200
10 1 M3 ALIAN TANAH LUMPUR@SEDIMEN SALURAN TERTUTUP
1#750 OH P&&+<$ 30,000 52,500 0 52,500
0#025 OH M$/'+ 55,000 1,375 0 1,375
53,875 0 53,875
SALURAN TERBUKA
1#450 OH P&&+<$ 30,000 43,500 0 43,500
0#025 OH M$/'+ 55,000 1,375 0 1,375
44,875 0 44,875
11 1 M3 GALIAN TANAH LUMPUR SEDALAM 1 M
0#823 OH P&&+<$ 30,000 24,690 0 24,690
0#083 OH M$/'+ 55,000 4,565 0 4,565
29,255 0 29,255
NO URAIAN SATUAN UPAH BAHAN HARA KETERANAN
R# R# R# R#
12 1M3 GALIAN TANAH KERAS SEDALAM 1 METER
0#625 OH P&&+<$ 30,000 18,750 0 18,750
0#062 OH M$/'+ 55,000 3,410 0 3,410
22,160 0 22,160
1M3 ALIAN TANAH KERAS DLM TEROONAN ;5= 110,800 0 110,800
13 1M3 ALIAN TANAH BERBATU BUNDAR; 3 =
1#500 OH P&&+<$ 30,000 45,000 0 45,000
0#050 OH M$/'+ 55,000 2,750 0 2,750
47,750 0 47,750
14 1 M3 URUGAN TANAH DIPADATKAN
1#200 M3 T$/$.+% 16,100 0 19,320 19,320
0#500 OH P&&+<$ 30,000 15,000 0 15,000
0#050 OH M$/'+ 55,000 2,750 0 2,750
1#000 L S$)&+ 15,000 15,000 0 15,000
32,750 19,320 52,070
15 1 M3 URUGAN KEMBALI
0#192 OH P&&+<$ 30,000 5,760 0 5,760
0#019 OH M$/'+ 55,000 1,045 0 1,045
6,805 0 6,805
16 1 M3 MEMBUAN SISA ALIAN @ LUMPUR @ SAMPAH KELUAR LOKASI SEJAUH 30 M
0#330 OH P&&+<$ 30,000 9,900 0 9,900
0#010 OH M$/'+ 55,000 550 0 550
10,450 0 10,450
17 1 M3 MEMBUAN SISA ALIAN @ LUMPUR @ SAMPAH KELUAR LOKASI DENAN KENDARAAN SEJAUH 30 M S@D 100 M
0#330 OH P&&+<$ 30,000 9,900 0 9,900
0#010 OH M$/'+ 55,000 550 0 550
1#000 L O/%'$/%&/$+$$/ 17,500 17,500 0 17,500
27,950 0 27,950
18 I M3 URUGAN PASIR DENGAN PENYIRAMAN
1#200 M3 P$-+ U+% 393,750 0 472,500 472,500
0#300 OH P&&+<$ 30,000 9,000 0 9,000
0#010 OH M$/'+ 55,000 550 0 550
9,550 472,500 482,050
19 I M3 PASANGAN BATU KOSONG
1#200 M3 B$K$- 126,050 0 151,260 151,260
0#300 M3 P$-+ U+% 393,750 0 118,125 118,125
0#780 OH P&&+<$ 30,000 23,400 0 23,400
0#039 OH M$/'+ 55,000 2,145 0 2,145
0#390 OH T$/% B$ 45,000 17,550 0 17,550
0#039 OH K&$$ T$/% B$ 50,000 1,950 0 1,950
45,045 269,385 314,430
20 1 M3 PASANGAN BATU KALI 1 : 5
1$100 M3 B$K$- 126,050 0 138,655 138,655
2$720 AK S&)&/ +&-; 50 % = 87,500 0 238,000 238,000
0$5!! M3 P$-+ P$$/% 420,000 0 228,480 228,480
0$00 OH T$/%B$ 45,000 27,000 0 27,000
0$00 OH K&$$ T$/% B$ 50,000 3,000 0 3,000
1$500 OH P&&+<$ 30,000 45,000 0 45,000
0$075 OH M$/'+ 55,000 4,125 0 4,125
79,125 605,135 684,260
21 1 M2 PASAN BATACO
12$500 BH B$$' C&$M$-( K#I 1,500 0 18,750 18,750
0$100 AK S&)&/ +&-; 50 % = 87,500 0 8,750 8,750
0$025 M3 P$-+ $$/% 420,000 0 10,500 10,500
0$2!0 OH T$/%B$ 45,000 10,800 0 10,800
0$075 OH K&$$ T$/% B$ 50,000 3,750 0 3,750
0$500 OH P&&+<$ 30,000 15,000 0 15,000
0$025 OH M$/'+ 55,000 1,375 0 1,375
30,925 38,000 68,925
22 1 M3 PASANAN BATA MERAH KLAS II ; SPESI 1 : 2=
&&@&) C@$($+ $/$-$ &+$)$/$/@$($+ .$+%$ 15'(33 15
NO URAIAN
HARA JUMLAH HARA JUMLAH
KETERANAN
SATUAN UPAH BAHAN HARA
R# R# R# R#
75 BH B$$ P$$/% $II 2,000 0 1,350,000 1,350,000 70#00
5$5!5 AK S&)&/ +&-; 50 % = 87,500 0 485,188 485,188 0#379
0$333 M3 P$-+ $$/% 420,000 0 139,860 139,860 0#038
1$500 OH T$/% B$ 45,000 67,500 0 67,500 0#100
0$150 OH K&$$ T$/% B$ 50,000 7,500 0 7,500 0#010
!$500 OH P&&+<$ 30,000 135,000 0 135,000 0#320
0$225 OH M$/'+ 55,000 12,375 0 12,375 0#015
222,375 1,975,048 2,197,423 1 M3 PASANAN B B$$ P$$/% $ I 2,500 222,375 2,312,548 2,534,923 23 1 M3 PASANAN BATA MERAH KLAS II ;SPESI 1 : 5 =
675 BH B$$ P$$/% $II 2,000 0 1,350,000 1,350,000
1#440 AK S&)&/ +&-; 50 % = 87,500 0 126,000 126,000
0#436 M3 P$-+ $$/% 420,000 0 183,120 183,120
1#500 OH T$/% B$ 45,000 67,500 0 67,500
0#150 OH K&$$ T$/% B$ 50,000 7,500 0 7,500
4#500 OH P&&+<$ 30,000 135,000 0 135,000
0#225 OH M$/'+ 55,000 12,375 0 12,375
222,375 1,659,120 1,881,495 1 M3 PASANAN B B$$ P$$/% $ I 2,500 222,375 1,996,620 2,218,995
24 1 M2 PLESTERAN PC 1 : 2 TEBAL 20 **
0$28 AK S&)&/ +&-; 50 % = 87,500 0 24,990 24,990
0$023 M3 P$-+$$/% 420,000 0 9,660 9,660
0$200 OH T$/%B$ 45,000 9,000 0 9,000
0$020 OH K&$$ T$/% B$ 50,000 1,000 0 1,000
0$250 OH P&&+<$ 30,000 7,500 0 7,500
0$013 OH M$/'+ 55,000 688 0 688
18,188 34,650 52,838
25 1 M2 PLESTERAN PC 1:3 TEBAL 20 **
0#216 AK S&)&/ +&-; 50 % = 87,500 0 18,900 18,900
0#026 M3 P$-+ $$/% 420,000 0 10,920 10,920
0#200 OH T$/% B$ 45,000 9,000 0 9,000
0#020 OH K&$$ T$/% B$ 50,000 1,000 0 1,000
0#250 OH P&&+<$ 30,000 7,500 0 7,500
0#013 OH M$/'+ 55,000 688 0 688
18,188 29,820 48,008
26 1 M2 PLESTERAN PC 1:5 TEBAL 20 **
0#146 AK S&)&/ +&-; 50 % = 87,500 0 12,758 12,758
0#028 M3 P$-+ $$/% 420,000 0 11,760 11,760
0#200 OH T$/% B$ 45,000 9,000 0 9,000
0#020 OH K&$$ T$/% B$ 50,000 1,000 0 1,000
0#250 OH P&&+<$ 30,000 7,500 0 7,500
0#013 OH M$/'+ 55,000 688 0 688
18,188 24,518 42,705
27 1 M2 PLESTERAN PC 1 : TEBAL 15 **
0#125 AK S&)&/ +&-; 50 % = 87,500 0 10,920 10,920
0#030 M3 P$-+ $$/% 420,000 0 12,600 12,600
0#200 OH T$/% B$ 45,000 9,000 0 9,000
0#020 OH K&$$ T$/% B$ 50,000 1,000 0 1,000
0#250 OH P&&+<$ 30,000 7,500 0 7,500
0#013 OH M$/'+ 55,000 688 0 688
18,188 23,520 41,708
28 1 M2 PEKERJAAN ACIAN 1:2
0#046 AK S&)&/ +&-; 50 % = 87,500 0 4,025 4,025
0#007 M3 P$-+ $$/% 420,000 0 2,940 2,940
0#045 OH T$/% B$ 45,000 2,025 0 2,025
0#005 OH K&$$ T$/% B$ 50,000 250 0 250
0#120 OH P&&+<$ 30,000 3,600 0 3,600
0#060 OH M$/'+ 55,000 3,300 0 3,300
9,175 6,965 16,140
29 1 M2 PEKERJAAN SIARAN 1 : 2
0#086 AK S&)&/ +&-; 50 % = 87,500 0 7,560 7,560
0#016 M3 P$-+ $$/% 420,000 0 6,720 6,720
0#070 OH T$/% B$ 45,000 3,150 0 3,150
0#007 OH K&$$ T$/% B$ 50,000 350 0 350
0#150 OH P&&+<$ 30,000 4,500 0 4,500
0#008 OH M$/'+ 55,000 440 0 440
8,440 14,280 22,720
30 1 M2 PASAN PARAS@BATA OSOK KLAS I
NO URAIAN SATUAN UPAH BAHAN HARA KETERANAN
R# R# R# R#
6#656 BJ P$+$U-+ S&&$+$/% 14,000 0 93,184 93,184
44#000 BJ B$$ ''$I 3,500 0 154,000 154,000
0#600 AK S&)&/ +&-; 50 % = 87,500 0 52,500 52,500
2#000 OH T$/% U-+ $+$ 90,000 180,000 0 180,000
0#350 OH K&$$ T$/% U-+ S& B$- 95,000 33,250 0 33,250
1#000 OH P&&+<$ 30,000 30,000 0 30,000
0#100 OH M$/'+ 55,000 5,500 0 5,500
248,750 299,684 548,434
1 M2 PASAN PAR B$$ ''$ II 3,000 248,750 277,684 526,434
31 1 M2 PEK# BATA OSOK STYLE BALI KLAS I
100#000 BJ B$$ ''$I 3,500 0 350,000 350,000
0#600 AK S&)&/ +&-; 50 % = 87,500 0 52,500 52,500
2#000 OH T$/% U-+ $+$ 90,000 180,000 0 180,000
0#350 OH K&$$ T$/% U-+ S& B$- 95,000 33,250 0 33,250
1#000 OH P&&+<$ 30,000 30,000 0 30,000
0#100 OH M$/'+ 55,000 5,500 0 5,500
248,750 402,500 651,250
1 M2 PEK# BATA O B$$ ''$ II 3,000 248,750 352,500 601,250
32 1 M2 PARAS BATU KARANASEM
1#200 M2 P$+$ M$$) K+ A&) 50 20 12 13,000 0 15,600 15,600 0#140AK S&)&/ +&-; 50 % = 87,500 0 12,250 12,250
0#025 M3 P$-+ P$$/% 420,000 0 10,500 10,500
0#250 OH T$/% U-+ $+$ 90,000 22,500 0 22,500
0#025 OH K&$$ T$/% P$+$ 95,000 2,375 0 2,375
0#500 OH P&&+<$ 30,000 15,000 0 15,000
0#025 OH M$/'+ 55,000 1,375 0 1,375
41,250 38,350 79,600
33 1 M PALIMANAN TEPI KOLAM F T#DUDUK
1#200 M P$-)$/$/ 30@30 T# 2,5 ) 100,000 0 120,000 120,000
0#042AK S&)&/ +&-; 50 % = 87,500 0 3,675 3,675
0#0114 M3 P$-+ P$$/% 420,000 0 4,788 4,788
0#150 OH T$/% U-+ $+$ 90,000 13,500 0 13,500
0#015 OH K&$$ T$/% P$+$ 95,000 1,425 0 1,425
0#400 OH P&&+<$ 30,000 12,000 0 12,000
0#020 OH M$/'+ 55,000 1,100 0 1,100
28,025 128,463 156,488
34 1M2 PALIMANAN LANTAI KOLAM
1#200 M2 P$-)$/$/ 30@30 T# 2,5 ) 100,000 0 120,000 120,000
0#140AK S&)&/ +&-; 50 % = 87,500 0 12,250 12,250
0#025 M3 P$-+ P$$/% 420,000 0 10,500 10,500
0#250 OH T$/% U-+ $+$ 90,000 22,500 0 22,500
0#025 OH K&$$ T$/% P$+$ 95,000 2,375 0 2,375
0#500 OH P&&+<$ 30,000 15,000 0 15,000
0#025 OH M$/'+ 55,000 1,375 0 1,375
41,250 142,750 184,000
35 1 M2 PEK# PA!IN STONE TBL 6 )
1#000 M2 P$-/% B'@ 6 ) 34,500 0 34,500 34,500
0#100 M3 P$-+ P$$/% 420,000 0 42,000 42,000
0#266 OH T$/% *$ 45,000 11,970 0 11,970
11,970 76,500 88,470
1 M2 PEK# PA!IN P$-/% B' @ 8 ) 46,000 23,940 88,000 111,940 36 1 M2 PEK$ DINDING ROSTER TERAWANG
1#000 M2 K&+$$/% PC 95,500 0 95,500 95,500
0#256AK S&)&/ +&-; 50 % = 87,500 0 22,400 22,400
0#035 M3 P$-+ P$$/% 420,000 0 14,700 14,700
0#100 OH T$/% *$ 45,000 4,500 0 4,500
0#010 OH K&$$ T$/% B$ 50,000 500 0 500
0#300 OH P&&+<$ 30,000 9,000 0 9,000
0#015 OH M$/'+ 55,000 825 0 825
14,825 132,600 147,425
37 1 M2 PASANGAN KERAMIK DIAMOND !5 !5
1#050 M2 D-$)'/T$ K$ I 45@45 ) 70,000 0 73,500 73,500
0#228 AK S&)&/ +&-; 50 % = 87,500 0 19,915 19,915
0#042 M3 P$-+ $$/% 420,000 0 17,640 17,640
0#030 AK S&)&/ $+/$ 39,500 0 1,185 1,185
0#350 OH T$/% B$ 45,000 15,750 0 15,750
0#035 OH K&$$ T$/% B$ 50,000 1,750 0 1,750
0#620 OH P&&+<$ 30,000 18,600 0 18,600
0#030 OH M$/'+ 55,000 1,650 0 1,650
&&@&) C@$($+ $/$-$ &+$)$/$/@$($+ .$+%$ 17'(33 17
NO URAIAN
HARA JUMLAH HARA JUMLAH
KETERANAN
SATUAN UPAH BAHAN HARA
R# R# R# R#
37,750 112,240 149,990
D-$)'/ T$ K$ I 30@30 ) 47,000 37,750 85,740 123,490 D-$)'/ T$ K$ I 50@50 ) 85,000 37,750 123,740 161,490
M'$- I)'+ 30@30 ) 204,000 37,750 242,740 280,490
P'+&-/ L'$$+/$ 11@11 ) 36,800 37,750 75,540 113,290
$(& 20@20 ) 29,100 37,750 67,840 105,590
38 1 M2 PEK# PLINT KERAMIK 10 30 ;1:2=
1#000 M2 P-/T&+$' 15@30 33,900 0 33,900 33,900
0#250 AK S&)&/ +&-; 50 % = 87,500 0 21,875 21,875
0#023 M3 P$-+ $$/% 420,000 0 9,660 9,660
0#310 OH T$/% B$ 45,000 13,950 0 13,950
0#031 OH K&$$ T$/% B$ 50,000 1,550 0 1,550
0#625 OH P&&+<$ 30,000 18,750 0 18,750
0#031 OH M$/'+ 55,000 1,705 0 1,705
35,955 65,435 101,390
39 1 M2 PAS$ LANTAI UBIN PC 2020
1#000 M2 PC P''20@20 ) 24,100 0 24,100 24,100
0#208 $ S&)&/ +&-; 50 % = 87,500 0 18,200 18,200
0#014 M3 P$-+P$$/% 420,000 0 5,670 5,670
0#130 OH T$/%B$ 45,000 5,850 0 5,850
0#013 OH K&$$ T$/% B$ 50,000 650 0 650
0#270 OH P&&+<$ 30,000 8,100 0 8,100
0#014 OH M$/'+ 55,000 743 0 743
15,343 47,970 63,313
T&%&PC M&+$. 20@20 28,100 15,343 51,970 67,313 40 1 M3 BETON COR 1:3:5
0#870 M3 K&+--*&'/ 394,650 0 343,346 343,346
0#520 M3 P$-+ *&'/ 420,000 0 218,400 218,400
4#360 AK S&)&/ +&-; 50 % = 87,500 0 381,500 381,500
0#250 OH T$/% B$ 45,000 11,250 0 11,250
0#025 OH K&$$ T$/% B$ 50,000 1,250 0 1,250
1#650 OH P&&+<$ 30,000 49,500 0 49,500
0#080 OH M$/'+ 55,000 4,400 0 4,400
66,400 943,246 1,009,646
41 BETON BERTULAN
A 1 M3 BETON COR 1:2:3
0#780 M3 K&+--*&'/ 394,650 0 307,827 307,827
0#520 M3 P$-+ *&'/ 420,000 0 218,400 218,400
4#640 AK S&)&/ +&-; 50 % = 87,500 0 406,000 406,000
0#250 OH T$/% B$ 45,000 11,250 0 11,250
0#025 OH K&$$ T$/% B$ 50,000 1,250 0 1,250
1#650 OH P&&+<$ 30,000 49,500 0 49,500
0#080 OH M$/'+ 55,000 4,400 0 4,400
;A= 66,400 932,227 998,627
B
0#040 M3 P$$/ *&%&-/% 700,000 0 28,000 28,000
0#400 K P$U 63,000 0 25,200 25,200
0#200 + M-/$B&--/% 11,500 0 2,300 2,300
0#015 M3 K$ M&+$/- B$' 1,700,000 0 25,500 25,500
0#350 *+ M-&;9 MM = 110,000 0 38,500 38,500
6#000 *% D'&/ $%$$) -$ 8"10 @ 4) 12,500 0 75,000 75,000
0#330 OH T$/% $ 48,000 15,840 0 15,840
0#033 OH K&$$ T$/% K$ 52,500 1,733 0 1,733
0#300 OH P&&+<$ 30,000 9,000 0 9,000
0#006 OH M$/'+ 55,000 330 0 330
;B= 26,903 194,500 221,403
10 M2 BEGESTING 269,025 1,945,000 2,214,025
C 100 KG PEK$ BESI BETON 9 DGN BESI POLOSULIR <
105#000 K B&- B&'/ P'' 10,000 0 1,050,000 1,050,000
1#500 K K$$I$B&'/ 29,500 0 44,250 44,250
0#700 OH T$/% B&- 45,000 31,500 0 31,500
0#070 OH K&$$ T$/% B&- 50,000 3,500 0 3,500
0#700 OH P&&+<$ 30,000 21,000 0 21,000
0#030 OH M$/'+ 55,000
;C= 56,000 1,094,250 1,150,250
1 M3 BETON BERTULAN >& 80 ;AB0,8C 380,225 3,752,627 4,132,852 1 M3 BETON BERTULAN >& 100 ;ABC= 391,425 3,971,477 4,362,902 1 M2 BEESTIN9KOLOM=
NO URAIAN SATUAN UPAH BAHAN HARA KETERANAN
R# R# R# R#
1 M3 BETON BERTULAN >& 150 ;AB1,5C= 419,425 4,518,602 4,938,027 1 M3 BETON BERTULAN >& 160 ;AB1,6C= 425,025 4,628,027 5,053,052 1 M3 BETON BERTULAN >& 175 ;AB1,75C 433,425 4,792,165 5,225,590 1 M3 BETON BERTULAN >& 185 ;AB1,85C 439,025 4,901,590 5,340,615 1 M3 BETON BERTULAN >& 200 ;AB2C= 447,425 5,065,727 5,513,152 1 M3 BETON BERTULAN >& 225 ;AB2,25C 461,425 5,339,290 5,800,715 1 M3 BETON BERTULAN >& 250 ;AB2,5C= 475,425 5,612,852 6,088,277 1 M3 BETON BERTULAN >& 275 ;AB2,75C 489,425 5,886,415 6,375,840 1 M3 BETON BERTULAN >& 300 ;AB3C= 503,425 6,159,977 6,663,402 1 M3 BETON PLAT PONDASI >& 160 ;A1,6C= 156,000 2,683,027 2,839,027 42 1 M3 BETON CYCLOO !0" BATU KALI
0#600 M3 B&'/ '+ 1 : 2 : 3 295,000 0 177,000 177,000
0#480 M3 B$K$- 126,050 0 60,504 60,504
0 237,504 237,504
43 M3 PEK$ CYKLOP 1:3:5 DIAMETER 100 CM
0#450 M3 B$B$ 100,600 0 45,270 45,270
0#670 M3 K&+--B&'/ 394,650 0 264,416 264,416
0#450 M3 P$-+ B&'/ 420,000 0 189,000 189,000
5#600AK S&)&/ +&-; 50 % = 87,500 0 490,000 490,000
0#300 OH T$/% B$ 45,000 13,500 0 13,500
0#030 OH K&$$ T$/% B$ 50,000 1,500 0 1,500
2#380 OH P&&+<$ 30,000 71,400 0 71,400
0#080 OH M$/'+ 55,000 4,400 0 4,400
90,800 988,686 1,079,486
44 1 M2 PEK# PLA>OND CEILLIN TEAK
0#690 LBR C&--/%&$ 65,000 0 44,850 44,850
0#015 M3 K$K+-/% B$' 2,500,000 0 37,500 37,500
0#020 K P$U 63,000 0 1,260 1,260
0#200 K P$R&/% 49,000 0 9,800 9,800
2#000 OH T$/% $ 48,000 96,000 0 96,000
0#020 OH K&$$ T$/% $ 52,500 1,050 0 1,050
0#500 OH P&&+<$ 30,000 15,000 0 15,000
0#025 OH M$/'+ 55,000 1,375 0 1,375
113,425 93,410 206,835
1 M2 PEK# PLA>ON U/%&+$/$/%$/ C&--/%&$ 168,075 45 1 M2 PLAPOND YPSUM
0#380 LBR ) 43,000 0 16,340 16,340
0#015 M3 K$K+-/% B$' 2,500,000 0 37,500 37,500
0#220 K P$L- 49,000 0 10,780 10,780
0#200 OH T$/% $ 48,000 9,600 0 9,600
0#020 OH K&$$ T$/% $ 52,500 1,050 0 1,050
0#500 OH P&&+<$ 30,000 15,000 0 15,000
0#025 OH M$/'+ 55,000 1,375 0 1,375
27,025 64,620 91,645
46 1 M2 PLAPOND ETERNIT
1#000 LBR E&+/-K$I ;1@1= M 11,300 0 11,300 11,300
0#015 M3 K$K+-/% B$' 2,500,000 0 37,500 37,500
0#220 K P$U 63,000 0 13,860 13,860
0#200 OH T$/% $ 48,000 9,600 0 9,600
0#020 OH K&$$ T$/% K$ 52,500 1,050 0 1,050
0#500 OH P&&+<$ 30,000 15,000 0 15,000
0#025 OH M$/'+ 55,000 1,375 0 1,375
27,025 62,660 89,685
1#000 M2 T$-+ &&% K&$I 22,500 27,025 73,860 100,885
47 1 M2 PLAPOND PLYWOOD ! MM RANGKA KRUING
0#390 LBR P'';4 MM= 65,000 0 25,350 25,350
0#023 M3 K$K+-/% P$$/ 3,000,000 0 69,000 69,000
0#060 K P$U 63,000 0 3,780 3,780
0#400 OH T$/% $ 48,000 19,200 0 19,200
0#040 OH K&$$ T$/% K$ 52,500 2,100 0 2,100
0#270 OH P&&+<$ 30,000 8,100 0 8,100
0#014 OH M$/'+ 55,000 743 0 743
30,143 98,130 128,273
T+-& 3 )) 39,500 30,143 88,185 118,328
T&$'' 66,000 30,143 98,520 128,663
) 43,000 30,143 89,550 119,693
48 1 M2 PEK$ DINDING PARTISI TEAKWOOD RANGKAP
&&@&) C@$($+ $/$-$ &+$)$/$/@$($+ .$+%$ 19'(33 19
NO URAIAN
HARA JUMLAH HARA JUMLAH
KETERANAN
SATUAN UPAH BAHAN HARA
R# R# R# R#
RANGKA KAYU KAMPER
0#020 M3 K$K$)&+ B$' 3,929,500 0 76,625 76,625
0#007 M3 K$K$)&+ P$$/ 4,800,000 0 33,600 33,600
0#100 K P$L- 49,000 0 4,900 4,900
0#450 OH T$/% $ 48,000 21,600 0 21,600
0#045 OH K&$$ T$/% $ 52,500 2,363 0 2,363
0#150 OH P&&+<$ 30,000 4,500 0 4,500
0#075 OH M$/'+ 55,000 4,125 0 4,125
32,588 115,125 147,713
49 1 M2 PAS# ACUSTIK DINDIN
1#000 M2 A--/-/% Y)$/ I'+ 37,500 0 37,500 37,500
0#220 K P$L- 49,000 0 10,780 10,780
0#750 OH T$/% $ 48,000 36,000 0 36,000
0#025 OH K&$$ T$/% $ 52,500 1,313 0 1,313
0#500 OH P&&+<$ 30,000 15,000 0 15,000
0#025 OH M$/'+ 55,000 1,375 0 1,375
53,688 48,280 101,968
50 1 M3 PEK$ KUSEN PINTU DAN JENDELA JATI
1#100 M3 K$ J$- B$' 21,662,500 0 23,828,750 23,828,750
20#000 OH T$/% $ 48,000 960,000 0 960,000
2#000 OH K&$$ T$/% K$ 52,500 105,000 0 105,000
6#000 OH P&&+<$ 30,000 180,000 0 180,000
0#300 OH M$/'+ 55,000 16,500 0 16,500
1,261,500 23,828,750 25,090,250 51 1 M3 PEK$ KUSEN PINTU DAN JENDELA KAMPER
1#200 M3 K$ K$)&+ B$' 3,929,500 0 4,715,400 4,715,400
18#000 OH T$/% $ 48,000 864,000 0 864,000
2#000 OH K&$$ T$/% K$ 52,500 105,000 0 105,000
6#000 OH P&&+<$ 30,000 180,000 0 180,000
0#300 OH M$/'+ 55,000 16,500 0 16,500
1,165,500 4,715,400 5,880,900 52 1 M2 DAUN JENDELA KACA 3 MM
0#035 M3 K$K$)&+ P$$/ 4,800,000 0 168,000 168,000
0#800 M2 K$$ B&/-/% 3 )) 45,500 0 36,400 36,400
0#100 K P$L- 49,000 0 4,900 4,900
2#000 OH T$/% $ 48,000 96,000 0 96,000
0#200 OH K&$$ T$/% K$ 52,500 10,500 0 10,500
0#800 OH P&&+<$ 30,000 24,000 0 24,000
0#040 OH M$/'+ 55,000 2,200 0 2,200
132,700 209,300 342,000
K$$ B&/-/% 5 )) 63,200 132,700 223,460 356,160
K$$ R$"B$/ 5 )) 104,500 132,700 256,500 389,200
K$ J$- ,3 )) '' 22,323,000 132,700 822,605 955,305
K$ J$- ,5 )) '' 22,323,000 132,700 836,765 969,465
K$ J$- ,5 )) +$*&/ 22,323,000 132,700 869,805 1,002,505
$)&+$/- $$/, 3 )) '' 41,300 174,000
53 1 M2 PEK$ KACA 5 MM
1#100 M2 K$$ B&/-/% 5 )) 63,200 0 69,520 69,520
0#150 OH T$/% $ 48,000 7,200 0 7,200
0#015 OH K&$$ T$/% K$ 52,500 788 0 788
0#015 OH P&&+<$ 30,000 450 0 450
0#001 OH M$/'+ 55,000 41 0 41
8,479 69,520 77,999
K$$ B&/-/% 3 )) 45,500 8,479 50,050 58,529
K$$ R$"B$/ 5 )) 104,500 8,479 114,950 123,429
54 1 M2 DAUN PINTU PANEL JATI
0#040 M3 K$J$- P$$/ 22,323,000 0 892,920 892,920
2#500 OH T$/% $ 48,000 120,000 0 120,000
0#250 OH K&$$ T$/% K$ 52,500 13,125 0 13,125
1#000 OH P&&+<$ 30,000 30,000 0 30,000
0#050 OH M$/'+ 55,000 2,750 0 2,750
165,875 892,920 1,058,795
1 M2 DAUN PINTU K$K$)&+ P$$/ 4,800,000 165,875 192,000 357,875
$)&+$/ $$/ , , , ,
# $ $)&+ $$/ , , , , , ))'
# '' , , , , ))'
# $ , , , , ))+$
# + &) $ ' , , ,
2#000 OH T$/% $ 48,000 96,000 0 96,000
0#200 OH K&$$ T$/% K$ 52,500 10,500 0 10,500
0#600 OH P&&+<$ 30,000 18,000 0 18,000
NO URAIAN SATUAN UPAH BAHAN HARA KETERANAN
R# R# R# R#
0#030 OH M$/'+ 55,000 1,650 0 1,650
126,150 184,430 310,580
1 M2 DAUN PINTU T&$'' 66,000 126,150 174,780 300,930 56 1 M2 PEK$DAUN PINTU LAPIS ALUMINIUM
0#015 M3 K$K$)&+ P$$/ 4,800,000 0 72,000 72,000
0#625 L*+ T&$'' 66,000 0 41,250 41,250
1#000 L*+ A)/-) K-J&+ 90,000 0 90,000 90,000
0#100 K P$L- 49,000 0 4,900 4,900
3#000 OH T$/% $ 48,000 144,000 0 144,000
0#300 OH K&$$ T$/% K$ 52,500 15,750 0 15,750
1#250 OH P&&+<$ 30,000 37,500 0 37,500
0#063 OH M$/'+ 55,000 3,465 0 3,465
200,715 208,150 408,865
1 M2 PEK$DAUN PI M-&; 6 MM = 80,000 200,715 216,900 417,615
57 1 M3 KUDA>KUDA KAYU KRUING
1#100 M3 K$K+-/% B$' 2,500,000 0 2,750,000 2,750,000
3#000 *% B&- +-;6@60 ))= 85,000 0 255,000 255,000
0#800 K% P$U 63,000 0 50,400 50,400
12#000 OH T$/% $ 48,000 576,000 0 576,000
1#200 OH K&$$ T$/% K$ 52,500 63,000 0 63,000
4#000 OH P&&+<$ 30,000 120,000 0 120,000
0#200 OH M$/'+ 55,000 11,000 0 11,000
770,000 3,055,400 3,825,400
S&&. B$' 1,783,000 770,000 1,961,300 2,731,300
K$ K$)&+ B$' 3,929,500 770,000 4,322,450 5,092,450
K$ M&+$/- B$' 1,700,000 770,000 1,870,000 2,640,000
K$ B$/%-+$- B$' 3,800,000 770,000 4,180,000 4,950,000
58 1 M2 USUK RENG KAMPER
0#012 M3 K$K$)&+ B$' 3,929,500 0 47,154 47,154
0#150 K P$U 63,000 0 9,450 9,450
0#100 OH T$/% $ 48,000 4,800 0 4,800
0#010 OH K&$$ T$/% K$ 52,500 525 0 525
0#100 OH P&&+<$ 30,000 3,000 0 3,000
0#005 OH M$/'+ 55,000 275 0 275
8,600 56,604 65,204
1 M2 USUK RENGK$K+-/% B$' 2,500,000 0 39,450 39,450
1 M2 USUK RENGK$ M&+$/- B$' 1,700,000 0 29,850 29,850
59 1 M2 PEK# USUK EKPOSE REN KAMPER
0#018 M3 K$K$)&+ B$' 3,929,500 0 70,731 70,731
0#075 K P$U 63,000 0 4,725 4,725
0#284 OH T$/% $ 48,000 13,632 0 13,632
0#028 OH K&$$ T$/% K$ 52,500 1,470 0 1,470
0#500 OH P&&+<$ 30,000 15,000 0 15,000
0#025 OH M$/'+ 55,000 1,375 0 1,375
0 31,477 75,456 106,933
60 1 M2 USUK ERANTANAN KRUIN
0#022 M3 K$K+-/% B$' 2,500,000 0 55,000 55,000
0#004 M3 K$K$)&+ P$$/ 4,800,000 0 19,200 19,200
0#200 K P$U 63,000 0 12,600 12,600
0#230 OH T$/% $ 48,000 11,040 0 11,040
0#023 OH K&$$ T$/% K$ 52,500 1,208 0 1,208
0#230 OH P&&+<$ 30,000 6,900 0 6,900
0#023 OH M$/'+ 55,000 1,265 0 1,265
20,413 86,800 107,213
61 1 M2 PAS# USUK KRUIN
0#011 M3 K$K+-/% P$$/ 3,000,000 0 33,000 33,000
0#100 K P$U 63,000 0 6,300 6,300
0#057 OH P&&+<$ 30,000 1,710 0 1,710
0#003 OH M$/'+ 55,000 165 0 165
0#057 OH T$/% $ 48,000 2,736 0 2,736
0#006 OH K&$$ T$/% K$ 52,500 315 0 315
4,926 39,300 44,226
62 1 M2 PAS# REN KAMPER
0#008 M3 K$K$)&+ B$' 3,929,500 0 31,436 31,436
0#150 K P$R&/% 49,000 0 7,350 7,350
0#043 OH P&&+<$ 30,000 1,290 0 1,290
0#002 OH M$/'+ 55,000 110 0 110
0#043 OH T$/% $ 48,000 2,064 0 2,064