REKAPITULASI KEGIATAN
:
PEMBANGUNAN RUKO DUA LANTAI
PEKERJAAN
:
PEMBANGUNAN RUKO BARU ( BERTINGKAT)
LOKASI
:
JL. LINTAS TELUK KUANTAN - LUBUK JAMBI KUANSING.
NO
PEKERJAAN
JUMLAH HARGA
1
2
3
A.
BANGUNAN INDUK
I
PEKERJAAN LANTAI I
I
PEKERJAAN PENDAHULUAN
Rp.
8,720,500.00
II
PEKERJAAN PONDASI
Rp.
2,5,!!7.52
III
PEKERJAAN STRUKTUR
Rp.
"7,202,7!0.#!
I$
PEKERJAAN DINDING DAN PLESTERAN
Rp.
"2,!#",8"."
$
PEKERJAAN PLA%OND
Rp.
!7,2&,7"7.70
$I
PEKERJAAN INSTALASI LISTRIK
Rp.
"",55,000.00
$II
PEKERJAAN LANTAI
Rp.
&5,&"8,&!.25
$III
PEKERJAAN PINTU DAN JENDELA
Rp.
7,588,2#&."
I'
PEKERJAAN KUNI DAN PENGGANTUNG
Rp.
&,27!,720.00
'
PEKERJAAN SANITASI
Rp.
8,"",!"0.00
'I
PEKERJAAN PENGEATAN
Rp.
25,82,57.!0
'II
PEKERJAAN TANGGA
Rp.
"7,7#","80.55
'III
PEKERJAAN LUAR BANGUNAN
Rp.
!!,&!7,"&7.50
Rp.
601,973,733.30
JUMLAH FISIK LANTAI I II
PEKERJAAN LANTAI II
I
PEKERJAAN STRUKTUR
Rp.
8#,8&2,570.00
II
PEKERJAAN DINDING DAN PLESTERAN
Rp.
",!5,0#0.8
III
PEKERJAAN RANGKA ATAP PENUTUP ATAP
Rp.
"&5,#8!,87!.5#
I$
PEKERJAAN PLA%OND
Rp.
8",857,8&5.70
$
PEKERJAAN INSTALASI LISTRIK
Rp.
"0,05,000.00
$I
PEKERJAAN LANTAI
Rp.
#!,#8,50#.&0
$II
PEKERJAAN PINTU DAN JENDELA
Rp.
70,2"#,5"".87
$III
PEKERJAAN KUNI DAN PENGGANTUNG
Rp.
"5,!!2,720.00
I'
PEKERJAAN SANITASI
Rp.
7,2&&,!00.00
'
PEKERJAAN PENGEATAN
Rp.
!,"5#,5&.!
Rp.
712,283,10.9!
JUMLAH FISIK LANTAI II I
PEKERJAAN PENDAHULUAN
Rp.
2,000,000.00
II
PEKERJAAN PONDASI
Rp.
"2",!8&.8&
III
PEKERJAAN STRUKTUR
Rp.
&,087,727.!0
I$
PEKERJAAN KUSEN PINTU DAN JENDELA
Rp.
"&,8!!,8"!.75
$
PEKERJAAN KUNI ALAT PENGGANTUNG
Rp.
,""7,070.00
$I
PEKERJAAN DINDING DAN PLASTERAN
Rp.
"8,50#,"50.&"
$II
PEKERJAAN PENUTUP ATAP
Rp.
"0,5&8,2&5.20
$III
PEKERJAAN LANTAI
Rp.
",872,&00.00
I'
PEKERJAAN PLA%ON DAN PIRI - PIRI
Rp.
"0,2,028."5
'
PEKERJAAN INSTALASI LISTRIK
R
#5 250 00
JUMLAH FISIK RUMAH JAGA
TERBILANG
:
Rp.
87,110,168.3!
JUMLAH %ISIK BANGUNAN INDUK RUMAH JAGA
Rp.
",!0",&7,007.58
PP "0
Rp.
"!0,"&,700.7&
TOTAL
Rp.
",5!",50,708.!
DIBULATKAN
Rp.
1,!1,03,000.00
Err:511
DIBUAT OLEH :
ENGINEERING ESTIMATE "EE# KEGIATAN
:
PEMBANGUNAN RUKO DUA LANTAI
PEKERJAAN
:
PEMBANGUNAN RUKO BARU ( BERTINGKAT)
LOKASI
:
JL. LINTAS TELUK KUANTAN - LUBUK JAMBI KUANSING.
A. BANGUNAN INDUK I . PEKERJA PEKERJAAN AN LANTAI LANTAI I
NO
I
URAIAN PEKERJAAN
$OLUME
HARGA
JUMLAH HARGA
SATUAN "RP#
"Rp#
PEKER EKERJA JAAN AN PEN PENDA DAHU HULU LUAN AN
"
P/ P/. P/1344 644 / 49
".00
L9
,720,500.00
,720,500.00
2
P/ P/. P/ P/1/;9<4 L49 =4 P/;444
".00
L9
2,000,000.00
2,000,000.00
P/. P4 P494>4 B?p4*P/>33;4
".00
L9
2,500,000.00
2,500,000.00
!
P/. P/ P/1494>4 P4p4 N414 K/>44
".00
L9
500,000.00
500,000.00
II
PEKER EKERJA JAAN AN PONDA ONDASI SI
"
P/. G44 T44< P=49
2
P/. T4> P4@4> B/
S%& J%'()* "8."! -
8,720,00.00
M
!!,800.00
8"2,85".20
M"
5,000.00
-
P/. U;3>4 P49; B4?4< P=49
".77
M
"!5,200.00
25&,7".&0
!
P/. L44 K/;64 ; " : : 5
".77
M
&5,050.00
","22,7&8.!0
5
P/. P=49 * P/; B/ B/;34> " : 2 :
7.!"
M
2,85,250.00
2",00&,!80.&&
&
P/. P=49 L463; p49. " B44
-
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"55,800.00
-
2
7,8!0.00
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5,##0.00
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7
P/. P=49 P/4<4 S/494; p49. "*2 B44
-
M
8
P/. R4/ P=49
-
M2
#
P/. U;3>4 T44< B/49 G44
7.20
M
2",!80.00
S%& J%'()* III III
PEKE PEKERJ RJAA AAN N STR STRUK UKTU TUR R
"
P/ P/. ; B4 S 25*!0 B/ /;34> ":2:
2".2!
"5!,&.&&
23,33,!!7.2
M
,0#0,850.00
&5,&!#,&5!.00
2
P/. ; B4 S 25*0 B/ /;34> ":2:
-
M
,0#0,850.00
-
P/. ; B4 S "5*25 B/ /;34> ":2:
-
M
,0#0,850.00
-
!
P/. ; K1 U414 25*!0 25*!0 B/ B/;34> B/;34> ":2:
&.&&
M
!,&5,500 !,&5,500.00 .00
0,872,!0 0,872,!0.00 .00
5
P/. ; K1 "5*!0 B/ B/;34> ":2:
".78
M
!,&5,500.00
8,22,&!8.00
&
P/. ; K1 S/494; S/494; D4. !0 @1 B/ B/;34> B/;34> ":2:
-
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!,050,500 !,050,500.00 .00
-
7
P/. ; K1 P;49 P;49 "*" B/ B/;34> B/;34> ":2:
-
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5&,!70.00 5&,!70.00
-
8
P/. P/. ; ; B4 B4 L4 L44 4 25*! 25*!0 0 B/ B/ /; /;3 34 4> > ":2: ":2: (B4 (B4 B") B")
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P/. P/. ; ; B4 B4 L4 L44 4 20* 20*5 5 B/ B/ /; /;3 34 4> > ":2: ":2: (B4 (B4 B2) B2)
-
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!,& !,&8, 8,&" &"0. 0.00 00
-
!,& !,&8, 8,&" &"0. 0.00 00
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!,77 !,77, ,&" &"0. 0.00 00
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P/. P/. ; ; B4 B4 L4 L44 4 20* 20*5 5 B/ B/ /; /;3 34 4> > ":2: ":2: (B4 (B4 B) B)
-
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P/. P/. ; ; B4 B4 L4 L44 4 "5* "5*0 0 B/ B/ /; /;3 34 4> > ":2: ":2: (B4 (B4 B!) B!)
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,!52,8&0.00
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0.!5
M
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P/. ; B4 B4 20 * 5 =449 =449 P= P=> > G4/ G4/ B/ B/ B/;3 B/;34> 4> ":2: ":2:
0.&" 0.&"
M
"8.&0
M
!,&8, !,&8,&"0 &"0.00 .00
S%& J%'()* I$
PEKE PEKERJA RJAAN AN DIND DINDING ING DAN DAN PLES PLESTER TERAN AN
"
P/. P49 D=> "*2 B44 ":2
2
P/. P49 D=> "*2 B44 ":!
P/. P/9/;4 D=> ":2
!
P/. P/9/;4 D=> ":!
5
P/. K/;41 D=> K1*?@
2,&75, 2,&75,77 77.& .&
173,202,7!0.9!
27.!8
M2
7,8!0.00
2,028,75!.00
!07.22
2
&5,!00.00
2&,&2,5".50
50."8
M2
72,#&.00
,&5#,#28.!8
7!7.&7
M
2
&&,7"0.00
!#,87&,72."5
57.27
M2
"#5,200.00
"","7#,"0!.00
",000,000.00
"2,000,000.00
2&", &",700 700.00 .00
", ",& &2,! 2,!02. 02.00
M
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7
P/. P/. P49. B4 B43 A41 41 D= => > L34 L34; S/ S/ >> >> A1 A14> 4> K/ K/
5".0 5".0& &
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NO
URAIAN PEKERJAAN
$OLUME
HARGA
JUMLAH HARGA
SATUAN "RP#
"Rp#
S%& J%'()*
!7,236,717.70
NO
URAIAN PEKERJAAN
$I
PEKE PEKERJA RJAAN AN INSTAL INSTALASI ASI LISTRI LISTRIK K
"
P/. P49. T L41p3
2
P/. P49. T Sp K4
$OLUME
HARGA
JUMLAH HARGA
SATUAN "RP#
"Rp#
&.00
T
"75,000.00
&,00,000.00
&.00
T
"75,000.00
",050,000.00
P/ P/. P49. L41p3 P<p9 S4/ E/;> 2! +4
2!.00
B<
55,000.00
",20,000.00
!
P/. P49. L41p3 P64; !0 +4
"2.00
B<
8,250.00
##,000.00
5
P/. P49. Sp K4
&.00
T
7",500.00
!2#,000.00
&
P/. P49. S44; G4=4
&.00
B<
55,000.00
0,000.00
"2.00
B<
!0,000.00
!80,000.00
!5,000.00 !5,000.00
!5,000.00 !5,000.00
7
P/. P49. S44; T3>>4
8
P/. P49. P4 P4 MB K1p K1p
".00 U
#
P/. P49. P4 P4 BF
".00 U
",500,000 ",500,000.00 .00
S%& J%'()* $II $II "
",500,000 ",500,000.00 .00
11,3,000.00
PEKE PEKERJ RJAA AAN N LAN LANTA TAII P/. U;3>4 U;3>4 T44< B4?4< L44 L44
"57.#7 "57.#7
M
"0,200.00 "0,200.00
"&,0",#88 "&,0",#88.00 .00
2
P/. U;3>4 U;3>4 P49; B4?4< L44 L44
"!."
M
"!5,200.00 "!5,200.00
2,077,08& 2,077,08&.00 .00
P/. ; L44 B/ T313 " : : 5
"!."
M
&5,050.00
#,08!,#0.25
"70.00
2
20",8"0.00
!,07,700.00
M2
20",8"0.00
-
2
"8,200.00
,8!7,200.00
-
M"
"5,000.00
-
-
"
!
P/ P/. P49 K/;41 L44 R34>4 !0 F !0 @1
5
P/. P49 K/;41 L44 S/494; * T/;49 !0 F !0 @1
&
P/. P49 K/;41 L44 K1*+@ 20F20 @1
7
P/. P49. B - B K/;41
8
P/. P49 P K/;41 "0 F !0 @1
2".00
M M M
20,020.00
S%& J%'()* $III
PEKERJA PEKERJAAN AN PINTU PINTU DAN DAN JENDEL JENDELA A
"
P/. P49. K9/ P3 =4 J/=/4
2
P/. P49. P3 P4/ D34 D43 (K4C3 S3;4)
P/. P49. P3 P=> >4/
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P/. P/. P49. P49. P P3 3 P4/ P4/ T3> T3>>4 >4 (K4C (K4C3 3 S3; S3;4 4)) L4p L4p99 S/> S/> P4 P4
5
P/. P49. $/49 P4p4 J439
-
6,618,36!.2
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M
&,8,"00.00
2.20
M
2
50#,&00.00
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"&.78
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750,000.00
"2,58&,875.00
2.&8 2.&8
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50#, 50#,88 880. 0.00 00
",& ",&5, 5,&& &&2. 2.5# 5#
"!.!&
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!2","00.00
&,08#,"0&.00
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&&,000.00
7,50#,888.00
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P/. P49. $/49 K4@4 S/9< 5 11 (B/>)
0.&5
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7
P/ P/. P49. J/=/4 K4@4 B>4 5 11 ( B/> )
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8
P/. P49. J/=/4 K4@4 M4 5 11 ( B/> )
5."
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"&7,0!0.00
S%& J%'()*
7,#"8,"88.
887,58.7!
37,88,296.31
I+
PEKE PEKERJA RJAAN AN KUN KUNI I DAN DAN PENGG PENGGAN ANTUN TUNG G
"
P/. P49. K3@ T441 2 F P34;
2
P/. P49. E>9/ P3 !
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P/. P49. G;/=/ P3 !
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28,"0.00
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28,##0.00
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228,"00.00
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"8.00
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8,!0.00
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2.00
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28,##0.00
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P/. P49. H4=/ 6/=/4
20.00
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28,##0.00
57#,800.00
#
P/. P49. U1p4 K/
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"5,000.00
"50,000.00
+
PEKE PEKERJ RJAA AAN N SAN SANIT ITAS ASII
S%& J%'()*
6,27!,720.00
"
P/. P49. K9/= J>
!.00
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52#,#00.00
2,""#,&00.00
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P/. P/. P49. P49. B4 B4 A; A; %/ %/;;
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5&!, 5&!,50 500. 0.00 00
2,25 2,258, 8,00 000. 0.00 00
P/. P49. %; D;4
5.00
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2"5,"00.00
",075,500.00
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P/. P49. K;4 A;
7.00
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"&,5!0.00
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P/. P49. Pp4 P@ =4. !
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5",&"0.00
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22,7&0.00
!0#,&80.00
2",2"0.00
25!,520.00
7
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M
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P/. P49. Pp4 P@ =4. "*2
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P/. P49. Sp K;4 . *!
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5,000.00
S%& J%'()* +I
PEKE PEKERJ RJAA AAN N PEN PENGE GEA ATA TAN N
"
P/. 4 A; D=> =4 K1
2
P/. 4 A; P4= P4=
P/. 4 K9/
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5,000.00
8,113,!10.00
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"!,&80.00
"!,!#2,0#&.00
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2
"!,&80.00 "!,&80.00
&,&#!,080 &,&#!,080.00 .00
2.&5
M2
2!,&80.00
805,&78.&0
"8 0!
2
&! 270 00
" "5# !0 80
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NO
+II +II
URAIAN PEKERJAAN
$OLUME
HARGA
JUMLAH HARGA
SATUAN "RP#
"Rp#
PEKE PEKERJ RJAA AAN N TAN TANGG GGA A
"
P/ P/. ; B4 S 25*!0 B/ /;34> ":2:
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2
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M
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7,070,#5&.20
P/. ; B4 B;=/9 "5*20 B/ /;34> ":2:
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M
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58#,7&2.5
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P/. ; P4 B;=/9 B/ /;34> ":2:
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M
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2,07",7"&.00
5
P/. R/> P494>4 "*2 44
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P/. P49/;4
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"#0,"50.00
2,58&,0!0.00
75,000.00
2,520,000.00
7
P/. P49 K/;41 T4>>4 0F0 @1
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8
P/. P49. Sp N9>
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P/. P49. R4> T4>>4 S499 S/
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200,000.00
S%& J%'()* +III +III
PEKER PEKERJAA JAAN N LUAR LUAR BANGUN BANGUNAN AN
"
P/. U;3>4 T44< B4?4< R44
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",8!0,000.00
17,791,180.
"0,200.00
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70,2&0.00
"!.00
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2",!&0,"00.00
2
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2.55
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5!,70.00
S%& J%'()* JUMLAH FISIK LANTAI I II
5!,70.00
!!,6!7,167.0 601,973,733.30
PEKE PEKERJ RJAA AAN N LANT LANTAI AI II
I
PEKERJA ERJAA AN ST STRUKT RUKTUR UR
"
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II
PEKER PEKERJAA JAAN N DIND DINDIN ING G DAN DAN PLE PLESTE STERA RAN N
"
P/. P49 D=> "*2 B44 ":2
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PEKE PEKERJ RJAA AAN N PLAF PLAFON OND D P/. P494> P4= GCp931 B4;= # 11
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P/. P49. T L41p3
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PEKE PEKERJ RJAA AAN N PENG PENGE EAT ATAN AN P/. 4 A; D=> =4 K1
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$OLUME
HARGA
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S%& J%'()* II
PEKE PEKERJ RJAA AAN N POND PONDAS ASII
"
P/. G44 T44< P=49
",000,000.00 ",000,000.00
2,000,000.00
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PEKE PEKERJ RJAA AAN N STRU STRUKT KTUR UR
"
P/. ; B4 S "5*20 B/ /;34> ":2:
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P/. P49. K39/ P3 =4 J/=/4
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PEKERJ PEKERJAAN AAN DINDIN DINDING G DAN PLAST PLASTER ERAN AN
"
P/. P49. D=> B44 "*2 B43 " : 2
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3,117,070.00
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S%& J%'()* $II
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18,09,10.61
PEKERJ PEKERJAAN AAN PENUTU PENUTUP P ATAP ATAP 0.!0
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P/. R4>4 A4p K4C3
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S%& J%'()* $III $III
10,68,26.20
PEKERJ PEKERJAAN AAN LANTAI LANTAI
"
P/. P/. U;3>4 U;3>4 T44< T44< B4?4< B4?4< L44 L44
2
P/. U;3>4 P49; B4?4< L44 L44
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NO
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$OLUME
HARGA
JUMLAH HARGA
SATUAN "RP#
"Rp#
I+
PEKE PEKERJA RJAAN AN PLAFON PLAFON DAN PIRI PIRI PIRI PIRI
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P/. P494> P494> R4>4 R4>4 P4 P4
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78,50.00 78,50.00
2,&5!,"0& 2,&5!,"0&.25 .25
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2,7,572 2,7,572.25 .25
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PEKE PEKERJ RJAA AAN N INST INSTAL ALAS ASII LIST LISTRI RIK K
S%& J%'()*
10,233,028.1
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P/. P49. P4/ BF
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2
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P/. P49. L41p3 P64;
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57,750.00
!
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57,500.00
5
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55,00 55,000. 0.00 00
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+I
PEKE PEKERJ RJAA AAN N KM/ KM/
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P/. P49. K/;41 L44 20*20
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"8,200.00
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500,000.00
7
P/. P49. S/p4 P/;/94p4
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2,500,000.00
S%& J%'()* +II +II "
PEKE PEKERJ RJAA AAN N RABA RABAT T P/. U;3>4 T44< B4?4< R44
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S%& J%'()* +III +III "
2,500,000.00
!,83,620.00 -
PEKE PEKERJA RJAAN AN PEN PENGE GEAT ATAN AN P/. 4 D=>
"55.58
M2
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2
2,28,#8".#
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S%& J%'()* +I$
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PEKE PEKERJA RJAAN AN LAIN LAINLAI LAIN N
"
P/. S313; B;
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S%& J%'()* JUMLAH RUMAH JAGA TOTAL JUMLAH BANGUNAN INDUK RUMAH JAGA
!,00,000.00 87,110,168.3! 1,!01,367,007.8
DAFTAR HARGA SATUAN UPAH DAN BAHAN KEGIATAN
: PE P EMBANGUNAN RUKO DUA LANTAI
PEKERJAAN
: PEMBANGUNAN RUKO BARU ( BERTINGKAT)
LOKASI
: JL. LINTAS TELUK KUANTAN - LUBUK JAMBI KUANSING.
NO.
JENIS BAHAN
SATUAN
HARGA SATUAN
KETERANGAN
1
2
3
4
5
I
TENAGA KERJA " 2 ! 5 & 7 8
MANDOR MANDOR KEPALA KEPALA TUKANG TUKANG TUKANG TUKANG PEKERJA PEKERJA PENJAG PENJAGA A MAL MALAM AM OPER OPERAT ATOR OR TRON TRONRO RON N OPER OPERAT ATOR OR RAN RANE E OPER OPERAT ATOR OR HAMM HAMMER ER
II
BAHAN
A
BAHAN PASANGAN
" 2 ! 5 & 7 8 # "0 "" "2 B
PASIR URUG PASIR PASANG PASIR BETON * OR TANAH URUG * TIMBUN TANAH HITAM KERIKIL * KORAL BETON BATU KALI BATU BATA KULIM !F7,5F"& PORT PORTLA LAND ND EME EMENT NT * SEME SEMEN N PADA PADANG NG TPE TPE I PORTLAND EM EN ENT +ARNA PA$ING BLOK TEBAL & M TIANG PANANG BETON 20*20 M
ORANG * HARI ORANG * HARI ORANG * HARI ORANG * HARI ORANG ORANG * HARI HARI ORAN ORANG* G*JA JAM M ORAN ORANG* G*JA JAM M ORAN ORANG* G*JA JAM M
"20,000.00 "20,000.00 "50,000.00 "50,000.00 "20,000.00 "20,000.00 "00,000.00 "00,000.00 -
M. M. M. M. M. M. M. BH. KG. KG. KG. BH. M
#5,000.00 "00,000.00 "00,000.00 &0,000.00 80,000.00 "0,000.00 250,000.00 ",20 ",200. 0.00 00 2,500.00
BAHAN KAYU
" 2 ! ! 5 & 7 8 # "0 "" C
KAU KAU KELA KELAS S I (KUL (KULIM IM,, TEMB TEMBUS USU* U* SEJE SEJENI NISN SNA A)) KAU MERANTI KAU KAU LAMB LAMBER ERI IRI RING NG (JEL (JELUT UTUN UNG) G) PAPAN*KAU SURIAN KAU KELAS III KAU EROOK * KAU UBAR KAU KAU DOLK DOLKEN EN DIA. DIA. 8 - "0 M PANJ PANJAN ANG G !00 !00 M KAU KAU PERA PERAN NAH AH * BEKI BEKIST STIN ING G DALA DALAM M KAU PRO%IL PAPAN LISPLANK UKIR PAPAN SINGAP UKIR (GR) SELEMBAUNG UKIR
M. M. M. M. M. M. M. BTG. BTG. BTG. M. M. M M M2. BH.
2,70 2,700, 0,00 000. 0.00 00 ",&00,000.00 ",&0 ",&00, 0,00 000. 0.00 00 ",&00,000.00 ",200,000.00 8,00 8,000. 0.00 00 ",00 ",000, 0,00 000. 0.00 00
BAHAN BESI
" 2 D
" 2 !
BESI BETON KA+A A+AT IKA IKAT BET BETON (BA (BANDRA NDRAT T)
KG. KG. KG.
#,000.00 "!,00 !,000 0.00 .00
BH. BH. BH. BH
"0,000.00 ,700.00 2,&00.00 " &00 00
BAHAN PENUTUP LANTAI DAN DINDING
KERAMIK KERAMIK KERAMIK KERAMIK
UKURAN UKURAN UKURAN UKURAN
!0'!0 0'0 20'25 20'20
M M M M
NO.
JENIS BAHAN
SATUAN
HARGA SATUAN
KETERANGAN
1
2
3
4
5
E
" 2 ! 5 F
BAHAN ATAP
SENG PLAT ATAP GENTENG METAL 0,25 MM PERABUNG GENTENG METAL BULAT BOLA - BOLA ATAP GENTENG PLASTIK GOT
M2. M2. LBR. LBR. M
BAHAN LANGIT - LANGIT DAN LAP. DINDING
" 2 ! G
" 2 ! 5 & 7 H
" 2 ! 5 & 7 I
PL+OOD ! MM GPSUM # MM LIST PRO%IL KAU LIST PRO%IL GPSUM < "5 M
LBR. LBR. BTG. M
BAHAN PIPA
STOPKRAN DIA. KRAN AIR DIA. KRAN AIR DIA. PIPA P$ A+ PIPA P$ A+ PIPA P$ A+ PIPA P$ A+
*! "*2 *! "*2 *! !
BH. BH. BH. M M M M
7,#50.00 0,000.00 0,000.00 &,000.00 7,000.00 "&,000.00 25,000.00
BAHAN SANITAIR
KLOS KLOSET ET JONG JONGKO KOK K PORS PORSEL ELIN IN SETA SETARA RA TOTO TOTO %LOOR LOOR DRAIN RAIN SET SETARA ARA SUN SUN EI BAK %IBERGLASS 0,5 M MESI MESIN N POMP POMPA A AIR AIR MERK MERK SAN SANO O * NASI NASION ONAL AL KRAN AIR DIA. *! , "*2 SEAL TAPE STOP KRAN DIA. *!
BH. BH. BH. BH. UNIT UNIT BH. BH. UNIT
200, 200,00 000. 0.00 00 200, 200,00 000 0.00 .00 200,000.00 ",50 ",500, 0,00 000. 0.00 00 0,000.00 5,000.00 5,000.00
BAHAN PAKU
" 2 ! 5 &
PAKU ATAP GENTENG METAL PAKU KAU PAKU SERI PAKU 2 - 5 PAKU GPSUM BESI STRIP
" 2 ! 5 & 7 8
PINT PINTU U BESI BESI POLD POLDIN ING G GEAT GEAT PEMA PEMASA SANG NGAN AN KUNI TANAM BIASA GRENDEL PINTU ! ENGSEL PINTU ! ENGSEL JENDELA GRENDEL JENDEL 2 HAK ANGIN JENDELA HANDLE JENDELA
J
KG. KG. KG. KG. KG. KG.
22,000.00 "!,000.00 "5,000.00 "!,000.00
M2. M2. BH. BH. BH. BH. BH. BH. BH.
750, 750,00 000. 0.00 00 "&5,000.00 8,800.00 "&,500.00 ",750.00 8,250.00 7,"50.00 7,"50.00
M2. M2.
7#,200.00 "2,000.00
TTK. TTK. BH. BH
"75, "75,00 000. 0.00 00 8,250.00 7",50 ",500 0.00 .00
"0,000.00
BAHAN PINTU DAN PENGGANTUNG / KUNCI
K
" 2 L
BAHAN KACA
KAA BENING KAA BENING
5
MM MM
BAHAN LISTRIK
" 2
INST INSTAL ALAS ASII TITI TITIK K LAMPU LAMPU (KAB (KABEL EL INST INSTAL ALAS ASII STAN STANDA DAR R PLN) PLN) LAMPU PIJAR !0 +ATT STOP KONT KONTA AK SET SETARA NASI NASION ONA AL
NO.
JENIS BAHAN
SATUAN
HARGA SATUAN
KETERANGAN
1
2
3
4
5
M
" 2 ! 5 & 7 8 # "0 "" "2 " "! N
" 2 ! 5 &
O " 2
BAHAN FINISHING
AT MIN MINA AK SET SETARA PLA PLATONE ONE AT TEMBOK SETARA PL AT ATONE AT $ERNISH AT KAU DASAR * MENI MINAK AT THINEER RESIDU DEMPUL PLAMIR SETARA RG KERTAS PASIR * AMPLAS TEPU EPUNG PEN PENGISI GISI NAT KERA KERAMI MIK K KUAS MINAK BEKISTING AT IMPRA
KG. KG. KG. KG. KG. LTR. LTR. KG. KG. KG. LBR. KG. KG. BH. LTR. KG.
0,00 0,000 0.00 .00 8,000.00 55,000.00 "&,500.00 "#,550.00 &,000.00 5,000.00 "0,000.00 "0,000.00 2,500.00 "2,50 2,500 0.00 .00 "2 "2,000.00 &,000.00 !,500.00
BAJA RINGAN
SUPERTRUSS 75. "00 INT SUPERTRUSS 75. 75 INT TOPSPAN !0,055 INT +TEKS "2-"! F 20 H+%S LASS II SP "0-"& F "& H+%S LASS II SG "0 MULTIPLATE
KG. KG. KG. P. P. P.
MOBILISASI
TRONTON RANE HAMMER
JAM JAM JAM
DIBUAT OLEH : 0.00
0.00
0.00 0.00
DAFTAR ANALISA HARGA SATUAN PEKERJAAN KEGIATAN
: PEMBANGUNAN RUKO DUA LANTAI
PEKERJAAN
: PEMBANGUNAN RUKO BARU ( BERTINGKAT)
LOKASI
: JL. LINTAS TELUK KUANTAN - LUBUK JAMBI KUANSING.
NO
URAIAN PEKERJAAN
$OLUME
HARGA SATUAN
"
2
!
JUMLAH UPAH 5
BAHAN &
ANALISA BIAA KONSTRUKSI PEKERJAAN TANAH 1 M3 M3
GALI GALIA AN TAN TANAH AH BIAS BIASA A SED SEDAL ALAM AM 1 M
TENAGA
P//;64 T34> K/p44 T34> M4=;
0.!000 0.0!00
OH OH OH OH
"00,000.00 "20,000.00
SUB TOTAL
!0,000.00 !,800.00 !!,800.00
JUMLAH
!!,800.00 !!,800.00
21,!80.00 21,!80.00
DIBULATKAN
1 M3
URUGAN KEMBALI
TENAGA
P//;64 M4=;
0."#20 0.0"#0
OH OH
"00,000.00 "20,000.00
SUB TOTAL
"#,200.00 2,280.00 21,!80.00
JUMLAH DIBULATKAN
1 M3
URUGAN PASIR
TENAGA
P//;64 T34> K/p44 T34> M4=;
0.000 0.0"00
OH OH OH OH
"00,000.00 "20,000.00
P49; 3;3>
".2000
M
#5,000.00
0,000.00 ",200.00
BAHAN
31,200.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M3
""!,000.00 11!,000.00 1!,200.00 1!,200.00
URUGAN SIRTU
TENAGA
P//;64 T34> K/p44 T34> M4=;
0.2500 0.0250
OH OH OH OH
S;3
".2000
M
"00,000.00 "20,000.00
25,000.00 ,000.00
BAHAN
-
28,000.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M3
28,000.00 28,000.00
URUGAN TANAH
TENAGA
P//;64 T34> K/p44 T34> M4=;
0.000 0.0"00
OH OH OH OH
"00,000.00 "20,000.00
T
" 2000
M
&0 000 00
0,000.00 ",200.00
BAHAN
<
72 000 00
NO
URAIAN PEKERJAAN
$OLUME
HARGA SATUAN
"
2
!
JUMLAH UPAH 5
BAHAN &
ANALISA BIAA KONSTRUKSI PEKERJAAN DINDING 1 M2 M2
PASA PASANG NGAN AN BATA BATA MERA MERAH H TEB TEBAL AL 1 BAT BATA A "1 "12# 2#
TENAGA
P//;64 T34> K/p44 T34> M4=;
0.&500 0.2000 0.0200 0.000
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
202.0000 !.5000 0.0800
B< K> M
",200.00 "0 " 00,000.00
&5,000.00 2!,000.00 ,000.00 ,&00.00
BAHAN
B43 B44 S/1/ P;4= P49; P494>
9,600.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M2
52,200.00 8,000.00 60,200.00 1,800.00 1,800.00
PASA PASANG NGAN AN BATA BATA MERA MERAH H TEB TEBAL AL 1/2 1/2 BAT BATA A "12 "12##
TENAGA
P//;64 T34> K/p44 T34> M4=;
0.200 0."000 0.0"00 0.0"50
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
"02.0000 "8.#500 0.080
B< K> M
",200.00 "0 " 00,000.00
2,000.00 "2,000.00 ",500.00 ",800.00
BAHAN
B43 B44 S/1/ P;4= P49; P494>
!7,300.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M2
22,7!0.00 ,800.00 26,!0.00 73,8!0.00 73,8!0.00
PASA PASANG NGAN AN BATA BATA MERA MERAH H TEB TEBAL AL 1/2 1/2 BAT BATA A "1! "1!##
TENAGA
P//;64 T34> K/p44 T34> M4=;
0.200 0."000 0.0"00 0.0"50
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
"02.0000 "".5000 0.0!0
B< K> M
",200.00 "0 " 00,000.00
2,000.00 "2,000.00 ",500.00 ",800.00
BAHAN
B43 B44 S/1/ P;4= P49; P494>
!7,300.00
SUB TOTAL
JUMLAH DIBULATKAN
",800.00 !,00.00 18,100.00 6,!00.00 6,!00.00
ANALISA BIAA KONSTRUKSI PEKERJAAN PLESTERAN 1 M2
PLEST LESTER ERAN AN 12, 12, TEBA TEBAL L 20 MM
TENAGA
P//;64 T34> 43 K/p44 T34> M4=;
0.2500 0.2000 0.0200 0.0"25
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
S/1/ P;4= P49; P494>
"!.2800 0.020
K> M
",200.00 "0 " 00,000.00
25,000.00 2!,000.00 ,000.00 ",500.00
BAHAN
SUB TOTAL JUMLAH DIBULATKAN
3,00.00
"7,"&.00 2,00.00 19,!36.00 72,936.00 72,936.00
NO
URAIAN PEKERJAAN
$OLUME
HARGA SATUAN
"
2
!
1 M2
JUMLAH UPAH 5
BAHAN &
PLEST LESTER ERAN AN 1!, 1!, TEBA TEBAL L 20 MM
TENAGA
P//;64 T34> 43 K/p44 T34> M4=;
0.2500 0.2000 0.0200 0.0"25
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
S/1/ P;4= P49; P494>
8.&800 0.0280
K> M
",200.00 "0 " 00,000.00
25,000.00 2!,000.00 ,000.00 ",500.00
BAHAN
3,00.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M2 M2
"0,!"&.00 2,800.00 13,216.00 66,716.00 66,710.00
PLES PLESTE TERA RAN N BER BERAP APEN EN 13, 13, TEBA TEBAL L 30 30 MM MM
TENAGA
P//;64 T34> 43 K/p44 T34> M4=;
0."500 0.0700 0.0070 0.0080
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
S/1/ P;4= P49; P494>
7.0700 0.02"0
K> M
",200.00 "0 " 00,000.00
"5,000.00 8,!00.00 ",050.00 #&0.00
BAHAN
2,!10.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M2 M2
8,!8!.00 2,"00.00 10,8!.00 3,99!.00 3,990.00
PLEST LESTER ERAN AN BETO BETON N 13 13,, TEB TEBAL AL 10 MM
TENAGA
P//;64 T34> 43 K/p44 T34> M4=;
0.2000 0.2000 0.0"80 0.0"00
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
S/1/ P;4= P49; P494>
2.!00 0.0070
K> M
",200.00 "0 "00,000.00
20,000.00 2!,000.00 2,700.00 ",200.00
BAHAN
!7,900.00
SUB TOTAL
JUMLAH DIBULATKAN
2,808.00 700.00 3,08.00 1,!08.00 1,!00.00
ANALISA BIAA KONSTRUKSI PEKERJAAN KAU 1 M3
PASA PASANG NG KUSE KUSEN N PIN PINTU TU DAN DAN JEND JENDEL ELA A KAU KAU KUL KULIM IM
TENAGA
P//;64 T34> 4C3 K/p44 T34> M4=;
&.0000 "8.0000 2.0000 0.000
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
".2000 0."500
M K>
2,700,000.00 "!,000.00
&00,000.00 2,"&0,000.00 00,000.00 &,000.00
BAHAN
K4C3 K31 P43 494
3,096,000.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M3 M3
PASA PASANG NG JEND JENDEL ELA A KA KAA A BIN BINGK GKAI AI "KA "KAA A MM# MM#
TENAGA
P//;64 T34> 4C3 K/p44 T34> M4=;
".0000 2.5000 0.2500 0.0500
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
"00,000.00 00,000.00 7,500.00 &,000.00
,2!0,000.00 2,"00.00 3,2!2,100.00 6,338,100.00 6,338,100.00
NO
URAIAN PEKERJAAN
$OLUME
HARGA SATUAN
"
2
!
1 M2 M2
JUMLAH UPAH 5
BAHAN &
PASA PASANG NG PINT PINTU U PAN PANEL EL KAU KAU SURI SURIAN AN
TENAGA
P//;64 T34> 4C3 K/p44 T34> M4=;
".0000 2.5000 0.2500 0.0500
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
K4C3 S3;4 P43 494
0.0!00 0."500
M K>
",&00,000.00 "!,000.00
"00,000.00 00,000.00 7,500.00 &,000.00
BAHAN
!!3,00.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M2 M2
&!,000.00 2,"00.00 66,100.00 09,600.00 09,600.00
PASAN PASANG G PINT PINTU U PANE PANEL L KA KAU U SURIA SURIAN N LAP LAPIS IS SEN SENG G PLA PLAT T
TENAGA
P//;64 T34> 4C3 K/p44 T34> M4=;
".0000 2.5000 0.2500 0.0500
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
K4C3 S3;4 S/> P4 P43 494
0.0!00 ".2000 0."700
M M2 K>
",&00,000.00 "!,000.00
"00,000.00 00,000.00 7,500.00 &,000.00
BAHAN
!!3,00.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M2 M2
&!,000.00 2,80.00 66,380.00 09,880.00 09,880.00
PASA PASANG NG JALU JALUSI SI MATI MATI KAU KAU MERA MERANT NTII
TENAGA
P//;64 T34> 4C3 K/p44 T34> M4=;
0.5000 2.0000 0.2000 0.0250
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
K4C3 M/;4, p4p4 P43 B494
0.0&00 0."500
M K>
",&00,000.00 "!,000.00
50,000.00 2!0,000.00 0,000.00 ,000.00
BAHAN
323,000.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M3
#&,000.00 2,"00.00 98,100.00 !21,100.00 !21,100.00
PASA PASANG NG KON KONST STRU RUKS KSII KUDA KUDAK KUD UDA A KAU KAU MER MERAN ANTI TI
TENAGA
P//;64 T34> 4C3 K/p44 T34> M4=;
!.0000 "2.0000 ".2000 0.2000
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
K4C3 M/;4 B/9 9;p P43 494
"."000 "5.0000 0.8000
M K> K>
",&00,000.00 "0,000.00 "!,000.00
!00,000.00 ",!!0,000.00 "80,000.00 2!,000.00
BAHAN
2,0!!,000.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M2
PASAN SANG KASO REN RENG AT ATAP
TENAGA
P//;64 T34> 4C3 K/p44 T34> M4=; BAHAN
0."200 0."200 0.0"20 0.00&0
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
"2,000.00 "!,!00.00 ",800.00 720.00
",7&0,000.00 "50,000.00 "",200.00 1,921,200.00 3,96,200.00 3,96,200.00
NO
URAIAN PEKERJAAN
$OLUME
HARGA SATUAN
"
2
!
1 M2 M2
JUMLAH UPAH 5
BAHAN &
PASA PASANG NG RANG RANGKA KA LANG LANGIT ITL LAN ANGI GIT T
TENAGA
P//;64 T34> 4C3 K/p44 T34> M4=;
0."500 0.2500 0.0250 0.0750
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
K4C3 M/;4 P43 494
0.0"20 0."000
M K>
",&00,000.00 "!,000.00
"5,000.00 0,000.00 ,750.00 #,000.00
BAHAN
7,70.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M4 M4
"#,200.00 ",!00.00 20,600.00 78,30.00 78,30.00
PASA PASANG NG LISP LISPLA LANK NK PAPA PAPAN N LEBA LEBAH H BERG BERGA AUT UT
TENAGA
P//;64 T34> 4C3 K/p44 T34> M4=;
0."000 0.2000 0.0250 0.0050
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
PAPAN LISPLANK UKIR P43 494
".2000 0.0500
M K>
"!,000.00
"0,000.00 2!,000.00 ,750.00 &00.00
BAHAN
38,30.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M4 M4
700.00 700.00 39,00.00 39,00.00
PASAN SANG PA PAPAN SI SINGA NGAP UK UKIR "GR "GR#
TENAGA
P//;64 T34> 4C3 K/p44 T34> M4=;
0.""00 0.2200 0.0220 0.0050
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
PAPA PAPAN N SING SINGAP AP UKIR UKIR (GR (GR)) P43 494
".20 ".2000 00 0.0500
M2 K>
"!,000.00
"",000.00 2&,!00.00 ,00.00 &00.00
BAHAN
!1,300.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M4
700.00 700.00 !2,000.00 !2,000.00
PASA PASANG NG LISP LISPLA LANG NG UKUR UKURAN AN 2 +2/20 2/20
TENAGA
P//;64 T34> 4C3 K/p44 T34> M4=;
0."000 0."000 0.0"00 0.0500
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
K4C3 M/;4 P43 494
0.0088 0.0&00
M L;
",&00,000.00 "!,000.00
"0,000.00 "2,000.00 ",500.00 &,000.00
BAHAN
29,00.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M4
"!,080.00 8!0.00 1!,920.00 !!,!20.00 !!,!20.00
PASA PASANG NG LIST LIST PLAF PLAFON OND D KAU KAU PROF PROFIL IL
TENAGA
P//;64 T34> 4C3 K/p44 T34> M4=;
0.02"0 0.02"0 0.0020 0.00"0
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
K4C3 p; P
".0500 0 0200
M K>
"! 000 00
2,"00.00 2,520.00 00.00 "20.00
BAHAN
280 00
NO
URAIAN PEKERJAAN
$OLUME
HARGA SATUAN
"
2
!
1 M2
JUMLAH UPAH 5
BAHAN &
PASA PASANG NG PIR PIRI IPI PIRI RI/P /PLA LAFO FOND ND LAM LAMBE BERS RSIR IRIN ING G
TENAGA
P//;64 T34> 4C3 K/p44 T34> M4=;
0.&000 0."800 0."800 0.000
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
K4C3 L41/;9;> (J/33>) P43 494
0.0070 0."000
M K>
",&00,000.00 "!,000.00
&0,000.00 2",&00.00 27,000.00 ,&00.00
BAHAN
112,200.00
SUB TOTAL
JUMLAH DIBULATKAN
"",200.00 ",!00.00 12,600.00 12!,800.00 12!,800.00
ANALISA BIAA KONSTRUKSI PEKERJAAN BETON
1 M3
MEMBUAT BETON 13
TENAGA
P//;64 T34> 43 K/p44 T34> M4=;
".&500 0.2500 0.0250 0.0800
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
2"8.0000 0.5200 0.8700
K> M M
",200.00 "00,000.00 "0,000.00
"&5,000.00 0,000.00 ,750.00 #,&00.00
BAHAN
S/1/ P;4= P49; B/ K;4 B/
208,30.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M3
2&",&00.00 52,000.00 "","00.00 !26,700.00 63,00.00 63,00.00
MEMB MEMBUA UAT T BETO BETON N BERT BERTUL ULAN ANG G 12 123 3 BEKI BEKIST STIN ING G
TENAGA
P//;64 T34> K4C3 T34> 43 K/p44 T34> M4=;
2.0000 0."000 0.500 0.050 ".0000
OH OH OH OH OH
"00,000.00 "20,000.00 "20,000.00 "50,000.00 "20,000.00
0."00 M ".0000 K> &.0000 K> 0.5!00 M 0.8"00 M
",&00,000.00 "!,000.00 ",200.00 "00,000.00 "0,000.00
200,000.00 "2,000.00 !2,000.00 5,250.00 "20,000.00
BAHAN
K4C3 M/;4 P43 S/1/ P;4= P49; B/ K;4 B/
379,20.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M3 M3
208,000.00 "!,000.00 !0,200.00 5!,000.00 "05,00.00 78!,00.00 1,163,70.00 1,163,70.00
MEMB MEMBUA UAT T BET BETON ON BERT BERTUL ULAN ANG G 12 123 3
TENAGA
P//;64 T34> 43 K/p44 T34> M4=;
2.0000 0.500 0.050 ".0000
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
&.0000 0.5!00 0.8"00
K> M M
",200.00 "00,000.00 "0,000.00
200,000.00 !2,000.00 5,250.00 "20,000.00
BAHAN
S/1/ P;4= P49; B/ K;4 B/ SUB TOTAL JUMLAH DIBULATKAN
367,20.00
!0,200.00 5!,000.00 "05,00.00 62,00.00 929,70.00 929,70.00
NO
URAIAN PEKERJAAN
$OLUME
HARGA SATUAN
"
2
!
1 M3
JUMLAH UPAH 5
BAHAN &
MEMBUA MEMBUAT T PONDA PONDASI SI /POE /POER R BETON BETON BERT BERTULA ULANG NG "1! "1!0 0 KGB KGBEKI EKISTI STING NG##
TENAGA
P//;64 T34> 43 T34> K4C3 T34> B/9 K/p44 T34> M4=;
.#000 0.500 ".0!00 ".0500 0.2!50 0."&50
OH OH OH OH OH OH
"00,000.00 "20,000.00 "20,000.00 "20,000.00 "50,000.00 "20,000.00
0.2000 ".5000 0.!000 "!0.0000 2.2500 2.0000 0.5200 0.7800
M K> L; K> K> K> M M
",200,000.00 "!,000.00 &,000.00 #,000.00 "!,000.00 ",200.00 "00,000.00 "0,000.00
#0,000.00 !2,000.00 "2!,800.00 "2&,000.00 &,750.00 "#,800.00
BAHAN
K4C3 P43 B494 MC4 /9> B/9 / p9 K4?4 / S/1/ P;4= P49; B/ K;4 B/
739,30.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M3 M3
2!0,000.00 2",000.00 2,!00.00 ",2&0,000.00 ",500.00 87,&00.00 52,000.00 "0",!00.00 2,09,900.00 2,83,20.00 2,83,20.00
MEMBUAT MEMBUAT PONDASI PONDASI /POER /POER BETON BETON BERTULAN BERTULANG G "20 "20 KGBEKIS KGBEKISTING TING## RUMAH RUMAH JAGA
TENAGA
P//;64 T34> 43 T34> K4C3 T34> B/9 K/p44 T34> M4=;
.#000 0.500 ".0!00 ".0500 0.2!50 0."&50
OH OH OH OH OH OH
"00,000.00 "20,000.00 "20,000.00 "20,000.00 "50,000.00 "20,000.00
0.2000 ".5000 0.!000 250.0000 2.2500 2.0000 0.5200 0.7800
M K> L; K> K> K> M M
",200,000.00 "!,000.00 &,000.00 #,000.00 "!,000.00 ",200.00 "00,000.00 "0,000.00
#0,000.00 !2,000.00 "2!,800.00 "2&,000.00 &,750.00 "#,800.00
BAHAN
K4C3 P43 B494 MC4 /9> B/9 / p9 K4?4 / S/1/ P;4= P49; B/ K;4 B/
739,30.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M3 M3
2!0,000.00 2",000.00 2,!00.00 2,250,000.00 ",500.00 87,&00.00 52,000.00 "0",!00.00 3,08,900.00 3,82,20.00 3,82,20.00
MEMBUA MEMBUAT T SLO SLOOF OF BET BETON ON BERTUL BERTULANG ANG "1!0 "1!0 KG KGBEK BEKIST ISTING ING##
TENAGA
P//;64 T34> 43 T34> K4C3 T34> B/9 K/p44 T34> M4=;
!.8500 0.500 ".5&00 ".!000 0."0 0."700
OH OH OH OH OH OH
"00,000.00 "20,000.00 "20,000.00 "20,000.00 "50,000.00 "20,000.00
0.2200 2.0000 0.&000 "!0.0000 .0000 2.0000 0.5200 0.7800
M K> L; K> K> K> M M
",200,000.00 "!,000.00 &,000.00 #,000.00 "!,000.00 ",200.00 "00,000.00 "0,000.00
!85,000.00 !2,000.00 "87,200.00 "&8,000.00 !#,&50.00 20,!00.00
BAHAN
K4C3 P43 B494 MC4 /9> B/9 / p9 K4?4 / S/1/ P;4= P49; B/ K;4 B/ SUB TOTAL JUMLAH
92,20.00
2&!,000.00 28,000.00 ,&00.00 ",2&0,000.00 !2,000.00 87,&00.00 52,000.00 "0",!00.00 2,138,600.00 3,090,80.00
NO
URAIAN PEKERJAAN
$OLUME
HARGA SATUAN
"
2
!
1 M3
JUMLAH UPAH 5
BAHAN &
MEMBUA MEMBUAT T SLOOF SLOOF BET BETON ON BERTU BERTULA LANG NG "190 "190 KG KGBEK BEKIST ISTING ING## RUMAH RUMAH JAGA JAGA
TENAGA
P//;64 T34> 43 T34> K4C3 T34> B/9 K/p44 T34> M4=;
!.8500 0.500 ".5&00 ".!000 0."0 0."700
OH OH OH OH OH OH
"00,000.00 "20,000.00 "20,000.00 "20,000.00 "50,000.00 "20,000.00
0.2200 2.0000 0.&000 "#0.0000 .0000 2.0000 0.5200 0.7800
M K> L; K> K> K> M M
",200,000.00 "!,000.00 &,000.00 #,000.00 "!,000.00 ",200.00 "00,000.00 "0,000.00
!85,000.00 !2,000.00 "87,200.00 "&8,000.00 !#,&50.00 20,!00.00
BAHAN
K4C3 P43 B494 MC4 /9> B/9 / p9 K4?4 / S/1/ P;4= P49; B/ K;4 B/
92,20.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M3
2&!,000.00 28,000.00 ,&00.00 ",7"0,000.00 !2,000.00 87,&00.00 52,000.00 "0",!00.00 2,88,600.00 3,!0,80.00 3,!0,80.00
MEMBUA MEMBUAT T KOLOM KOLOM BETON BETON BER BERTUL TULAN ANG G "190 "190 KG KGBEK BEKIST ISTING ING## 2/! 2/!0 0
TENAGA
P//;64 T34> 43 T34> K4C3 T34> B/9 K/p44 T34> M4=;
5.#&00 0.500 .000 2."000 0.5700 0.2500
OH OH OH OH OH OH
"00,000.00 "20,000.00 "20,000.00 "20,000.00 "50,000.00 "20,000.00
0.!000 !.0000 2.0000 "#0.0000 !.5000 2.0000 0.5200 0.7800 0."500 .5000 2!.0000
M K> L; K> K> K> M M M L; B>
",200,000.00 "!,000.00 &,000.00 #,000.00 "!,000.00 ",200.00 "00,000.00 "0,000.00 ",200,000.00 8, 8,000.00
5#&,000.00 !2,000.00 #&,000.00 252,000.00 85,500.00 0,000.00
BAHAN
K4C3 P43 B494 MC4 /9> B/9 / p9 K4?4 / S/1/ P;4= P49; B/ K;4 B/ K4C3 4 PC?= D/
1,!01,00.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M3
!80,000.00 5&,000.00 "2,000.00 ",7"0,000.00 &,000.00 87,&00.00 52,000.00 "0",!00.00 "80,000.00 "#2,000.00 3,23!,000.00 !,63,00.00 !,63,00.00
MEMBUA MEMBUAT T KOLOM KOLOM BETO BETON N BERTUL BERTULAN ANG G "12 "12 KGBEK KGBEKIST ISTING ING## PILAR PILAR DIA. DIA. !0 M M
TENAGA
P//;64 T34> 43 T34> K4C3 T34> B/9 K/p44 T34> M4=;
5.#&00 0.500 .000 2."000 0.5700 0.2500
OH OH OH OH OH OH
"00,000.00 "20,000.00 "20,000.00 "20,000.00 "50,000.00 "20,000.00
0.!000 !.0000 2.0000 "25.0000 !.5000 2.0000 0 5200
M K> L; K> K> K> M
",200,000.00 "!,000.00 &,000.00 #,000.00 "!,000.00 ",200.00 "00 000 00
5#&,000.00 !2,000.00 #&,000.00 252,000.00 85,500.00 0,000.00
BAHAN
K4C3 P43 B494 MC4 /9> B/9 / p9 K4?4 / S/1/ P;4= P B
!80,000.00 5&,000.00 "2,000.00 ","25,000.00 &,000.00 87,&00.00 52 000 00
NO
URAIAN PEKERJAAN
$OLUME
HARGA SATUAN
"
2
!
1 M3 M3
JUMLAH UPAH 5
BAHAN &
MEMBUAT MEMBUAT BALOK BALOK BETON BETON BERTULAN BERTULANG G "180 "180 KGBEKI KGBEKISTIN STING# G# 2/!0 2/!0 TPE. TPE. B1 B1
TENAGA
P//;64 T34> 43 T34> K4C3 T34> B/9 K/p44 T34> M4=;
5.#&00 0.500 2.8000 ".!000 0.!550 0.2080
OH OH OH OH OH OH
"00,000.00 "20,000.00 "20,000.00 "20,000.00 "50,000.00 "20,000.00
0.#00 .2000 ".&000 "80.0000 .0000 2.0000 0.5200 0.7800 0."!00 2!.0000
M K> L; K> K> K> M M M B>
",200,000.00 "!,000.00 &,000.00 #,000.00 "!,000.00 ",200.00 "00,000.00 "0,000.00 ",200,000.00 8, 8,000.00
5#&,000.00 !2,000.00 &,000.00 "&8,000.00 &8,250.00 2!,#&0.00
BAHAN
K4C3 P43 B494 MC4 /9> B/9 / p9 K4?4 / S/1/ P;4= P49; B/ K;4 B/ K4C3 4 D/
1,23,210.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M3
!&8,000.00 !!,800.00 #,&00.00 ",&20,000.00 !2,000.00 87,&00.00 52,000.00 "0",!00.00 "&8,000.00 "#2,000.00 3,08,!00.00 !,320,610.00 !,320,610.00
MEMBUA MEMBUAT T BALOK BALOK BETON BETON BERT BERTULA ULANG NG "180 "180 KG KGBEK BEKIST ISTING ING## 20/3 20/3 TPE. TPE. B2 B2
TENAGA
P//;64 T34> 43 T34> K4C3 T34> B/9 K/p44 T34> M4=;
5.#&00 0.500 2.8000 ".!000 0.!550 0.2080
OH OH OH OH OH OH
"00,000.00 "20,000.00 "20,000.00 "20,000.00 "50,000.00 "20,000.00
0.#00 .2000 ".&000 "80.0000 .0000 2.0000 0.5200 0.7800 0."!00 0.0000
M K> L; K> K> K> M M M B>
",200,000.00 "!,000.00 &,000.00 #,000.00 "!,000.00 ",200.00 "00,000.00 "0,000.00 ",200,000.00 8, 8,000.00
5#&,000.00 !2,000.00 &,000.00 "&8,000.00 &8,250.00 2!,#&0.00
BAHAN
K4C3 P43 B494 MC4 /9> B/9 / p9 K4?4 / S/1/ P;4= P49; B/ K;4 B/ K4C3 4 D/
1,23,210.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M3
!&8,000.00 !!,800.00 #,&00.00 ",&20,000.00 !2,000.00 87,&00.00 52,000.00 "0",!00.00 "&8,000.00 2!0,000.00 3,133,!00.00 !,368,610.00 !,368,610.00
MEMBUA MEMBUAT T BALOK BALOK BETON BETON BERT BERTULA ULANG NG "18 "180 0 KGBE KGBEKIS KISTIN TING# G# 20/ 20/3 3 TP TPE. E. B3
TENAGA
P//;64 T34> 43 T34> K4C3 T34> B/9 K/p44 T34> M4=;
5.#&00 0.500 2.8000 ".!000 0.!550 0.2080
OH OH OH OH OH OH
"00,000.00 "20,000.00 "20,000.00 "20,000.00 "50,000.00 "20,000.00
0.#00 .2000 ".&000 "80.0000 .0000 2 0000
M K> L; K> K> K>
",200,000.00 "!,000.00 &,000.00 #,000.00 "!,000.00 " 200 00
5#&,000.00 !2,000.00 &,000.00 "&8,000.00 &8,250.00 2!,#&0.00
BAHAN
K4C3 P43 B494 MC4 /9> B/9 / p9 K4?4 / S P =
!&8,000.00 !!,800.00 #,&00.00 ",&20,000.00 !2,000.00 87 &00 00
NO
URAIAN PEKERJAAN
$OLUME
HARGA SATUAN
"
2
!
1 M3
JUMLAH UPAH 5
BAHAN &
MEMBUA MEMBUAT T BALOK BALOK BETON BETON BERT BERTULA ULANG NG "22 "22 KG KGBEK BEKIST ISTING ING## 1/30 1/30 TPE. TPE. B! B!
TENAGA
P//;64 T34> 43 T34> K4C3 T34> B/9 K/p44 T34> M4=;
5.#&00 0.500 2.8000 ".!000 0.!550 0.2080
OH OH OH OH OH OH
"00,000.00 "20,000.00 "20,000.00 "20,000.00 "50,000.00 "20,000.00
0.#00 .2000 ".&000 225.0000 .0000 2.0000 0.5200 0.7800 0."!00 0.0000
M K> L; K> K> K> M M M B>
",200,000.00 "!,000.00 &,000.00 #,000.00 "!,000.00 ",200.00 "00,000.00 "0,000.00 ",200,000.00 8, 8,000.00
5#&,000.00 !2,000.00 &,000.00 "&8,000.00 &8,250.00 2!,#&0.00
BAHAN
K4C3 P43 B494 MC4 /9> B/9 / p9 K4?4 / S/1/ P;4= P49; B/ K;4 B/ K4C3 4 D/
1,23,210.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M3
!&8,000.00 !!,800.00 #,&00.00 2,025,000.00 !2,000.00 87,&00.00 52,000.00 "0",!00.00 "&8,000.00 2!0,000.00 3,38,!00.00 !,773,610.00 !,773,610.00
MEMBUAT MEMBUAT BALOK BALOK BETON BETON BERTULAN BERTULANG G 1!0 1!0 KGBEK KGBEKISTIN ISTING# G# 20/30 20/30 TPE. TPE. B - B4 "RING "RING BALOK BALOK##
TENAGA
P//;64 T34> 43 T34> K4C3 T34> B/9 K/p44 T34> M4=;
5.#&00 0.500 2.8000 ".!000 0.!550 0.2080
OH OH OH OH OH OH
"00,000.00 "20,000.00 "20,000.00 "20,000.00 "50,000.00 "20,000.00
0.&&7 .2000 ".&000 "!0.0000 .0000 2.0000 0.5200 0.7800 0."!00 0.0000
M K> L; K> K> K> M M M B>
",200,000.00 "!,000.00 &,000.00 #,000.00 "!,000.00 ",200.00 "00,000.00 "0,000.00 ",200,000.00 8, 8,000.00
5#&,000.00 !2,000.00 &,000.00 "&8,000.00 &8,250.00 2!,#&0.00
BAHAN
K4C3 P43 B494 MC4 /9> B/9 / p9 K4?4 / S/1/ P;4= P49; B/ K;4 B/ K4C3 4 D/
1,23,210.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M3
!!0,0!0.00 !!,800.00 #,&00.00 ",2&0,000.00 !2,000.00 87,&00.00 52,000.00 "0",!00.00 "&8,000.00 2!0,000.00 2,7!,!!0.00 3,980,60.00 3,980,60.00
MEMBUA MEMBUAT T PLAT PLAT LAN LANTA TAII BETON BETON BERTU BERTULA LANG NG "110 "110 KG KGBEK BEKIST ISTING ING##
TENAGA
P//;64 T34> 43 T34> K4C3 T34> B/9 K/p44 T34> M4=;
5.&000 0.500 2.&!00 ".0500 0.!000 0."#0
OH OH OH OH OH OH
"00,000.00 "20,000.00 "20,000.00 "20,000.00 "50,000.00 "20,000.00
0.2!00 .2000 ".&000 ""0.0000 2.2500 2 0000
M K> L; K> K> K>
",200,000.00 "!,000.00 &,000.00 #,000.00 "!,000.00 " 200 00
5&0,000.00 !2,000.00 "&,800.00 "2&,000.00 &0,000.00 2,"&0.00
BAHAN
K4C3 P43 B494 MC4 /9> B/9 / p9 K4?4 / S P =
288,000.00 !!,800.00 #,&00.00 ##0,000.00 ",500.00 87 &00 00
NO
URAIAN PEKERJAAN
$OLUME
HARGA SATUAN
"
2
!
DIBULATKAN
JUMLAH UPAH 5
BAHAN & 3,!2,860.00
NO
URAIAN PEKERJAAN
$OLUME
HARGA SATUAN
"
2
!
1 M3
JUMLAH UPAH 5
BAHAN &
MEMBUA MEMBUAT T DINDIN DINDING G / SIRIP SIRIP BETON BETON BERTUL BERTULAN ANG G "7 KGBE KGBEKIS KISTIN TING# G#
TENAGA
P//;64 T34> 43 T34> K4C3 T34> B/9 K/p44 T34> M4=;
5.&000 0.500 2.&!00 ".0500 0.!000 0."#0
OH OH OH OH OH OH
"00,000.00 "20,000.00 "20,000.00 "20,000.00 "50,000.00 "20,000.00
0.2500 .2000 ".&000 75.0000 2.2500 2.0000 0.5200 0.7800 0."!00 2.8000 "&.0000
M K> L; K> K> K> M M M L; B>
",200,000.00 "!,000.00 &,000.00 #,000.00 "!,000.00 ",200.00 "00,000.00 "0,000.00 ",200,000.00 8, 8,000.00
5&0,000.00 !2,000.00 "&,800.00 "2&,000.00 &0,000.00 2,"&0.00
BAHAN
K4C3 P43 B494 MC4 /9> B/9 / p9 K4?4 / S/1/ P;4= P49; B/ K;4 B/ K4C3 4 PC?= ! 11 D/
1,127,960.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M3
00,000.00 !!,800.00 #,&00.00 &75,000.00 ",500.00 87,&00.00 52,000.00 "0",!00.00 "&8,000.00 "28,000.00 1,897,900.00 3,02,860.00 3,02,860.00
MEMBUA MEMBUAT T BALOK BALOK LATE LATE BETON BETON BER BERTUL TULAN ANG G "118 "118 KG KGBEK BEKIST ISTING ING##
TENAGA
P//;64 T34> 43 T34> K4C3 T34> B/9 K/p44 T34> M4=;
5.&000 0.500 2.&!00 ".0500 0.!000 0."#0
OH OH OH OH OH OH
"00,000.00 "20,000.00 "20,000.00 "20,000.00 "50,000.00 "20,000.00
0.2500 .2000 ".&000 ""8.0000 2.2500 2.0000 0.5200 0.7800 0."!00 2.8000 "&.0000
M K> L; K> K> K> M M M L; B>
",200,000.00 "!,000.00 &,000.00 #,000.00 "!,000.00 ",200.00 "00,000.00 "0,000.00 ",200,000.00 8, 8,000.00
5&0,000.00 !2,000.00 "&,800.00 "2&,000.00 &0,000.00 2,"&0.00
BAHAN
K4C3 P43 B494 MC4 /9> B/9 / p9 K4?4 / S/1/ P;4= P49; B/ K;4 B/ K4C3 4 PC?= ! 11 D/
1,127,960.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M3 M3
00,000.00 !!,800.00 #,&00.00 ",0&2,000.00 ",500.00 87,&00.00 52,000.00 "0",!00.00 "&8,000.00 "28,000.00 2,28!,900.00 3,!12,860.00 3,!12,860.00
MEMBUA MEMBUAT T TANG TANGGA GA BETO BETON N BERTU BERTULA LANG NG "1! "1!0 0 KGBE KGBEKIS KISTIN TING# G#
TENAGA
P//;64 T34> 43 T34> K4C3 T34> B/9 K/p44 T34> M4=;
5.&000 0.500 2.000 ".!000 0.!050 0.2020
OH OH OH OH OH OH
"00,000.00 "20,000.00 "20,000.00 "20,000.00 "50,000.00 "20,000.00
0.2500 .0000 ".2000 "!0.0000 .0000
M K> L; K> K>
",200,000.00 "!,000.00 &,000.00 #,000.00 "!,000.00
5&0,000.00 !2,000.00 27&,000.00 "&8,000.00 &0,750.00 2!,2!0.00
BAHAN
K4C3 P43 B494 MC4 /9> B/9 / p9 K4?4 /
00,000.00 !2,000.00 7,200.00 ",2&0,000.00 !2,000.00
NO
URAIAN PEKERJAAN
$OLUME
HARGA SATUAN
"
2
!
JUMLAH DIBULATKAN
JUMLAH UPAH 5
BAHAN & 3,71,190.00 3,71,190.00
NO
URAIAN PEKERJAAN
$OLUME
HARGA SATUAN
"
2
!
1 M4
JUMLAH UPAH 5
BAHAN &
MEMB MEMBUA UAT T KOLO KOLOM M PRAK PRAKTI TIS S BETO BETON N BERT BERTUL ULAN ANG G "13 "13 + 13# 13#
TENAGA
P//;64 T34> 43 T34> K4C3 T34> B/9 K/p44 T34> M4=;
0.0&00 0.0200 0.0200 0.0200 0.00&0 0.000
OH OH OH OH OH OH
"00,000.00 "20,000.00 "20,000.00 "20,000.00 "50,000.00 "20,000.00
K4C3 P43 B494 B/9 / p9 K4?4 / S/1/ P;4= P49; B/ K;4 B/
0.0020 0.0"00 .0000 0.!500 !.0000 0.00&0 0.00#0
M K> K> K> K> M M
",000,000.00 "!,000.00 #,000.00 "!,000.00 ",200.00 "00,000.00 " " 0,000.00
&,000.00 2,!00.00 2,!00.00 2,!00.00 #00.00 &0.00
BAHAN
1!,!60.00
SUB TOTAL
JUMLAH DIBULATKAN
2,000.00 "!0.00 27,000.00 &,00.00 !,800.00 &00.00 ","70.00 !2,010.00 6,!70.00 6,!70.00
ANALISA BIAA KONSTRUKSI PEKERJAAN PENUTUP ATAP 1 M2
PASAN ASANG G ATAP ATAP GENT GENTEN ENG G META METAL L
TENAGA
P//;64 T34> K4C3 K/p44 T34> M4=;
0.2000 0."000 0.0"00 0.00"0
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
G//> 1/4 P43 44p >//> 1/4
".0200 0.2000
M2 K>
22,000.00
20,000.00 "2,000.00 ",500.00 "20.00
BAHAN
33,620.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M4 M4
!,!00.00 !,!00.00 38,020.00 38,020.00
PASANG NO NOK GE GENTENG ME METAL
TENAGA
P//;64 T34> K4C3 K/p44 T34> M4=;
0.2500 0."500 0.0"50 0.0"0
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
N >//> 1/4 P43 494 2-5
"."000 0.0500
L; K>
22,000.00
25,000.00 "8,000.00 2,250.00 ",5&0.00
BAHAN
!6,810.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M4
","00.00 1,100.00 !7,910.00 !7,910.00
PASANG JURAI DALAM
TENAGA
P//;64 T34> K4C3 K/p44 T34> M4=;
0.2000 0."500 0.0"50 0.0"0
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
S/> P4 P49 G P43 494 2-5
0.2500 0.000 0.0500
12 M K>
22,000.00
20,000.00 "8,000.00 2,250.00 ",5&0.00
BAHAN
SUB TOTAL JUMLAH DIBULATKAN
!1,810.00
","00.00 1,100.00 !2,910.00 !2,910.00
NO
URAIAN PEKERJAAN
$OLUME
HARGA SATUAN
"
2
!
1 M4
JUMLAH UPAH 5
BAHAN &
PASANG BOLA BOLA ATAP
TENAGA
P//;64 T34> K4C3 K/p44 T34> M4=;
0.2000 0."500 0.0"50 0.0"0
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
B4 - B4 G//> P43 494 2-5
0.5000 0.0500
L; K>
22,000.00
20,000.00 "8,000.00 2,250.00 ",5&0.00
BAHAN
!1,810.00
SUB TOTAL
JUMLAH DIBULATKAN
","00.00 1,100.00 !2,910.00 !2,910.00
ANALISA BIAA KONSTRUKSI PEKERJAAN LANGITLANGIT 1 M2 M2
LANG LANGIT ITL LAN ANGI GIT T GP GPSU SUM M BOAR BOARD D 9 MM MM
TENAGA
P//;64 T34> K4C3 K/p44 T34> M4=;
0."000 0.0500 0.0050 0.0050
OH OH OH OH
GCp931 4;= # 11 P43 GCp931
0.&!0 0.""00
L; K>
"00,000.00 "20,000.00 "50,000.00 "20,000.00
"0,000.00 &,000.00 750.00 &00.00
BAHAN
-
17,30.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M4 M4
17,30.00 17,30.00
LIST LIST LANG LANGIT ITL LAN ANGI GIT T PRO PROFI FIL L GP GPSU SUM M
TENAGA
P//;64 T34> K4C3 K/p44 T34> M4=;
0.0500 0.0500 0.0050 0.000
OH OH OH OH
L9 K4C3 P; P43 GCp931
"."000 0.0"00
L; K>
"00,000.00 "20,000.00 "50,000.00 "20,000.00
5,000.00 &,000.00 750.00 &0.00
BAHAN
-
12,110.00
SUB TOTAL
JUMLAH DIBULATKAN
12,110.00 12,110.00
ANALISA BIAA KONSTRUKSI PEKERJAAN SANITASI 1 SET SET
MEMAS MEMASAN ANG G 1 BUAH BUAH KLOSE KLOSET T JONG JONGKOK KOK STANDA STANDART RT
TENAGA
P//;64 T34> B43 K/p44 T34> M4=;
".0000 ".5000 0."500 0."&00
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
K9/ J> S/1/ P;4= P49; p494>
".0000 &.0000 0.0"00
B< K> M
200,000.00 ",200.00 "0 " 00,000.00
"00,000.00 "80,000.00 22,500.00 "#,200.00
BAHAN
321,700.00
SUB TOTAL
JUMLAH DIBULATKAN
1 SET SET
MEMASAN MEMASANG G 1 BUAH BAK MANDI MANDI FIBERG FIBERGLAS LASS S KAPAS KAPASITAS ITAS 0.3 M3
TENAGA
P//;64
".2000
OH
"00,000.00
"20,000.00
200,000.00 7,200.00 ",000.00 208,200.00 29,900.00 29,900.00
NO
URAIAN PEKERJAAN
$OLUME
HARGA SATUAN
"
2
!
JUMLAH DIBULATKAN
JUMLAH UPAH 5
BAHAN & 6!,00.00 6!,00.00
NO
URAIAN PEKERJAAN
$OLUME
HARGA SATUAN
"
2
!
1 BH
JUMLAH UPAH 5
BAHAN &
MEMAS MEMASAN ANG G 1 BUAH BUAH BAK BAK KONTR KONTROL OL PAS PAS.BA .BATU TU BATA BATA "! "! 5 !# !# TINGG TINGGII 0 M M
TENAGA
P//;64 T34> B43 K/p44 T34> M4=;
".!200 0.!70 0.0!70 0.07"0
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
250.0000 77.0000 0."00 0.0200 2.&000 0.0#00
B< K> M M K> M
",200.00 "00,000.00 "0,000.00 #,000.00 "0 " 00,000.00
"!2,000.00 5&,7&0.00 7,050.00 8,520.00
BAHAN
B43 44 S/1/ p;4= P49; P494> B43 K/; B/9 B/ P49; /
21!,330.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M4 M4
#2,!00.00 ",000.00 2,&00.00 2,!00.00 #,000.00 1!0,!00.00 3!,730.00 3!,730.00
MEMA MEMASA SANG NG PIP PIPA P$ P$ TPE TPE A DIA. DIA.1/ 1/2 2
TENAGA
P//;64 T34> B43 K/p44 T34> M4=;
0.0&0 0.0&00 0.00&0 0.00"8
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
Pp4 P$ P/;/>4p4 (5)
".2000 ".0000
M L9
&,000.00 2,"00.00
,&00.00 7,200.00 #00.00 2"&.00
BAHAN
11,916.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M4 M4
7,200.00 2,"00.00 9,300.00 21,216.00 21,210.00
MEMA MEMASA SANG NG PIP PIPA P$ P$ TPE TPE A DIA. DIA.3/ 3/! !
TENAGA
P//;64 T34> B43 K/p44 T34> M4=;
0.0&0 0.0&00 0.00&0 0.00"8
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
Pp4 P$ P/;/>4p4 (5)
".2000 ".0000
M L9
7,000.00 2,!50.00
,&00.00 7,200.00 #00.00 2"&.00
BAHAN
11,916.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M4
8,!00.00 2,!50.00 10,80.00 22,766.00 22,760.00
MEMA MEMASA SANG NG PIP PIPA P$ P$ TPE TPE A DIA. DIA.3 3
TENAGA
P//;64 T34> B43 K/p44 T34> M4=;
0.08"0 0."50 0.0"5 0.00!"
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
Pp4 P$ P/;/>4p4 (5)
".2000 ".0000
M L9
"&,000.00 5,&00.00
8,"00.00 "&,200.00 2,025.00 !#2.00
BAHAN
26,817.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M4
MEMA MEMASA SANG NG PIP PIPA P$ P$ TPE TPE A DIA. DIA.! !
TENAGA
P//;64 T34> B43 K T >
0.08"0 0."50 0 0"5
OH OH OH
"00,000.00 "20,000.00 "50 000 00
8,"00.00 "&,200.00 2 025 00
"#,200.00 5,&00.00 2!,800.00 1,617.00 1,610.00
NO
URAIAN PEKERJAAN
$OLUME
HARGA SATUAN
"
2
!
1 BH
JUMLAH UPAH 5
BAHAN &
MEMA MEMASA SANG NG KRAN KRAN DIA. DIA. 1/2 1/2 ATAU ATAU 3/! 3/!
TENAGA
P//;64 T34> B43 K/p44 T34> M4=;
0.0"00 0."000 0.0"00 0.0050
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
K;4 4; S/4 T4p/
".0000 0.0250
B< B<
0,000.00 5,000.00
",000.00 "2,000.00 ",500.00 &00.00
BAHAN
1,100.00
SUB TOTAL
JUMLAH DIBULATKAN
1 BH BH
0,000.00 "25.00 30,12.00 !,22.00 !,220.00
MEMASANG FL FLOOR DR DRAIN
TENAGA
P//;64 T34> B43 K/p44 T34> M4=;
0.0"00 0."000 0.0"00 0.0050
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
;=;4
".0000
B<
200,000.00
",000.00 "2,000.00 ",500.00 &00.00
BAHAN
1,100.00
SUB TOTAL
JUMLAH DIBULATKAN
200,000.00 200,000.00 21,100.00 21,100.00
ANALISA BIAA KONSTRUKSI PEKERJAAN BESI - ALUMUNIUM 1 M2 M2
PASAN ASANG G KUD KUDA AKUD KUDA A BAJ BAJA A RIN RINGA GAN N
TENAGA
P//;64 T34> B/9 K/p44 T34> M4=;
0.!000 0.&000 0.0200 0.0200
OH OH OH OH
2.8500 .&700 0.!00 "".!000 "2.0200 0."00
K> K> K> P@ P@ P@
"00,000.00 "20,000.00 "50,000.00 "20,000.00
!0,000.00 72,000.00 ,000.00 2,!00.00
BAHAN
S3p/;;399 75, "00 INT S3p/;;399 75, 75 INT Tp9p4 !0,055 INT +TEKS "2-"! ' 20 H+%S 499 II SP "0-"&F"& H+%S 499 II SG "0 M3p/
-
117,!00.00
SUB TOTAL
JUMLAH DIBULATKAN
117,!00.00 117,!00.00
ANALISA BIAA KONSTRUKSI PEKERJAAN KUNI DAN KAA K AA 1 BH BH
PASAN SANG KUN KUN I TA TANAM BIA BIAS SA
TENAGA
P//;64 T34> K4C3 K/p44 T34> M4=;
0.0"00 0.5000 0.0"00 0.0050
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
K3@ T441 B494
".0000
B<
"&5,000.00
",000.00 &0,000.00 ",500.00 &00.00
BAHAN
SUB TOTAL
DIBULATKAN
1 BH TENAGA
63,100.00
JUMLAH
PASANG ENGSEL PINTU
"&5,000.00 16,000.00 228,100.00 228,100.00
NO
URAIAN PEKERJAAN
$OLUME
HARGA SATUAN
"
2
!
JUMLAH DIBULATKAN
JUMLAH UPAH 5
BAHAN & 38,3!0.00 38,3!0.00
NO
URAIAN PEKERJAAN
$OLUME
HARGA SATUAN
"
2
!
1 BH
JUMLAH UPAH 5
BAHAN &
PASAN SANG ENGSEL SEL JEN JENDEL DELA
TENAGA
P//;64 T34> K4C3 K/p44 T34> M4=;
0.0"00 0."000 0.0"00 0.0005
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
E>9/ J/=/4
".0000
B<
",750.00
",000.00 "2,000.00 ",500.00 &0.00
BAHAN
1!,60.00
SUB TOTAL
JUMLAH DIBULATKAN
1 BH BH
",750.00 13,70.00 28,310.00 28,310.00
PASAN ASANG G KAI KAIT T ANG ANGIN IN / HAK HAK ANGI ANGIN N
TENAGA
P//;64 T34> K4C3 K/p44 T34> M4=;
0.0"50 0."500 0.0"50 0.0008
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
K4 A>
".0000
B<
7,"50.00
",500.00 "8,000.00 2,250.00 #0.00
BAHAN
21,8!0.00
SUB TOTAL
JUMLAH DIBULATKAN
1 BH
7,"50.00 7,10.00 28,990.00 28,990.00
PASAN SANG TARIK RIKAN TANGAN
TENAGA
P//;64 T34> K4C3 K/p44 T34> M4=;
0.0"50 0."500 0.0"50 0.0008
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
K4 A>
".0000
B<
7,"50.00
",500.00 "8,000.00 2,250.00 #0.00
BAHAN
21,8!0.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M2
7,"50.00 7,10.00 28,990.00 28,990.00
PASANG KAA MM
TENAGA
P//;64 T34> K4C3 K/p44 T34> M4=;
0.0"50 0."500 0.0"50 0.0008
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
K4@4
"."000
B<
"2,000.00
",500.00 "8,000.00 2,250.00 #0.00
BAHAN
2",8!0.00
SUB TOTAL
JUMLAH DIBULATKAN
"!5,200.00 "!5,200.00 "&7,0!0.00 "&7,0!0.00
ANALISA BIAA BIAA KONSTRUKSI PEKERJAAN PEKERJAAN LANTAI - DINDING 1 M2 M2
PASAN ASANG G LAN LANTA TAII KER KERAM AMIK IK !05! !05!0 0
TENAGA
P//;64 T34> B43 K/p44 T34> M4=;
0.&200 0.500 0.050 0.000
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
K/;41 !0F!0 S/1/ P;4= P49; P494>
&.0000 8.8000 0.02"5
B< K> M
"0,000.00 ",200.00 "0 " 00,000.00
&2,000.00 !2,000.00 5,250.00 ,&00.00
BAHAN
&0,000.00 "0,5&0.00 2,"50.00
NO
URAIAN PEKERJAAN
"
1 M2 M2
2 PASA PASANG NG LANT LANTAI AI KERA KERAMI MIK K 305 30530 30
$OLUME
HARGA SATUAN
!
JUMLAH UPAH 5
BAHAN &
TENAGA
P//;64 T34> B43 K/p44 T34> M4=;
0.&200 0.500 0.050 0.000
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
K/;41 0F0 S/1/ P;4= P49; P494> S/1/ ?4;4
"".0000 "".800 0.0!20 ".5000
B< K> M K>
,700.00 ",200.00 "0 " 00,000.00 "2,500.00
&2,000.00 !2,000.00 5,250.00 ,&00.00
BAHAN
112,80.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M2 M2
!0,700.00 ",&5&.00 !,200.00 "8,750.00 77,306.00 190,16.00 190,10.00
PASA PASANG NG LANT LANTAI AI KERA KERAMI MIK K 205 2052 2
TENAGA
P//;64 T34> B43 K/p44 T34> M4=;
0.&200 0.500 0.050 0.000
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
K/;41 20F25 S/1/ P;4= P49; P494> S/1/ ?4;4
20.0000 "".800 0.0!20 ".0000
B< K> M K>
2,&00.00 ",200.00 "0 " 00,000.00 "2,500.00
&2,000.00 !2,000.00 5,250.00 ,&00.00
BAHAN
112,80.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M2 M2
52,000.00 ",&5&.00 !,200.00 "2,500.00 82,36.00 19,206.00 19,200.00
PASA PASANG NG LANT LANTAI AI KERA KERAMI MIK K 205 20520 20
TENAGA
P//;64 T34> B43 K/p44 T34> M4=;
0.&200 0.500 0.050 0.000
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
K/;41 20F20 S/1/ P;4= P49; P494> S/1/ ?4;4
25.0000 "".800 0.0!20 ".0000
B< K> M K>
",&00.00 ",200.00 "0 " 00,000.00 "2,500.00
&2,000.00 !2,000.00 5,250.00 ,&00.00
BAHAN
112,80.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M4
!0,000.00 ",&5&.00 !,200.00 "2,500.00 70,36.00 183,206.00 183,200.00
PASAN SANG PLINT INT KE KERAMI RAMIK K 10 10530 530
TENAGA
P//;64 T34> B43 K/p44 T34> M4=;
0.0&00 0.000 0.000 0.000
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
P K/;41 "0F0 S/1/ P;4= P49; P494> S/1/ ?4;4
.00 ".&500 0.002 0."000
B< K> M K>
",2. ",200.00 "0 "00,000.00 "2,500.00
&,000.00 ,&00.00 !50.00 &0.00
BAHAN
SUB TOTAL JUMLAH DIBULATKAN
10,!10.00
!,"07.00 ",#80.00 20.00 ",250.00 7,67.00 18,067.00 18,060.00
NO
URAIAN PEKERJAAN
$OLUME
HARGA SATUAN
"
2
!
1 M4
JUMLAH UPAH 5
BAHAN &
PASAN SANG PLINT INT KERA ERAMIK MIK 105!0
TENAGA
P//;64 T34> B43 K/p44 T34> M4=;
0.0&00 0.000 0.000 0.000
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
P K/;41 "0F!0 S/1/ P;4= P49; P494> S/1/ ?4;4
2.&500 ".2000 0.000 0."000
B< K> M K>
2,500.00 ",200.00 "0 "00,000.00 "2,500.00
&,000.00 ,&00.00 !50.00 &0.00
BAHAN
10,!10.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M2 M2
&,&25.00 ",!!0.00 00.00 ",250.00 9,61.00 20,02.00 20,020.00
PASA PASANG NG BATU BATU ALAM ALAM "BAT "BATU U PAL PALIM IMAN ANAN AN##
TENAGA
P//;64 T34> B43 K/p44 T34> M4=;
0.&200 0.500 0.050 0.000
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
B43 P4144 S/1/ A3-A3 P49; P494>
".0500 "".7500 0.050
M2 K> M
"25,000.00 ",200.00 "0 " 00,000.00
&2,000.00 !2,000.00 5,250.00 ,&00.00
BAHAN
112,80.00
SUB TOTAL
JUMLAH DIBULATKAN
"",250.00 "!,"00.00 ,500.00 1!8,80.00 261,700.00 261,700.00
ANALISA BIAA BIAA KONSTRUKSI PEKERJAAN PENGEATAN 1 M2
PENGE PENGEATA ATAN N BIDANG BIDANG KAU KAU BARU BARU "1 "1 PLAMI PLAMIR R 1 AT AT DASAR DASAR 2 AT PENUTUP PENUTUP##
TENAGA
P//;64 T34> 4 K/p44 T34> M4=;
0.0700 0.00#0 0.00&0 0.0025
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
4 1/ P41; 4 =494; 4 p/33p 2'
0.2000 0."500 0."700 0.2&00
K> K> K> K>
"&,500.00 "0,000.00 "&,500.00 0,000.00
7,000.00 ",080.00 #00.00 00.00
BAHAN
9,280.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M2 M2
,00.00 ",500.00 2,805.00 7,800.00 1,!0.00 2!,68.00 2!,680.00
PENGE NGEATAN TAN IMP IMPR RA !+ !+ SA SAPU
TENAGA
P//;64 T34> 4 K/p44 T34> M4=;
0."500 0.000 0.0250 0.0070
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
4 I1p;4 K349 K/;49 A1p49 T</; P/;4@4< K4C3 P4p4 M/;4
0."000 0."000 0.0"00 0."000 0.02&0 0.0020
K> B< L; L; M M
!,500.00 "2,000.00 2,500.00 &,000.00 8,000.00 ",&00,000.00
"5,000.00 &,000.00 ,750.00 8!0.00
BAHAN
SUB TOTAL JUMLAH
,90.00
,!50.00 ",200.00 25.00 &00.00 208.00 ,200.00 8,683.00 6!,273.00
NO
URAIAN PEKERJAAN
$OLUME
HARGA SATUAN
"
2
!
1 M2
JUMLAH UPAH 5
BAHAN &
PENGE PENGEATA ATAN N BIDANG BIDANG TEMBO TEMBOK K BARU BARU BAG LUAR"1 LUAR"1 PLAMIR PLAMIR 1 AT AT DASAR DASAR 2 AT PENUT PENUTUP# UP#
TENAGA
P//;64 T34> 4 K/p44 T34> M4=;
0.0200 0.0&0 0.00& 0.0025
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
P41; 4 =494; 4 p/33p 2'
0."000 0."000 0.2&00
K> K> K>
"0,000.00 8,000.00 8,000.00
2,000.00 7,5&0.00 #!5.00 00.00
BAHAN
10,80.00
SUB TOTAL
JUMLAH DIBULATKAN
1 M2
",000.00 800.00 2,080.00 3,880.00 1!,68.00 1!,680.00
PENGE PENGEATA ATAN N BIDANG BIDANG TEMBOK TEMBOK BARU BARU "1 PLAMI PLAMIR R 1 AT DASAR DASAR 2 AT PENUTUP# PENUTUP#
TENAGA
P//;64 T34> 4 K/p44 T34> M4=;
0.0200 0.0&0 0.00& 0.0025
OH OH OH OH
"00,000.00 "20,000.00 "50,000.00 "20,000.00
P41; 4 =494; 4 p/33p 2'
0."000 0."000 0.2&00
K> K> K>
"0,000.00 "&,500.00 8,000.00
2,000.00 7,5&0.00 #!5.00 00.00
BAHAN
10,80.00
SUB TOTAL
JUMLAH DIBULATKAN
",000.00 ",&50.00 2,080.00 !,730.00 1,3.00 1,30.00
ANALISA BIAA KONSTRUKSI PEKERJAAN LAINLAIN 1 M4 M4
TIAN IANG PA PANANG BE BETON TON 20 20/20 M M
TENAGA
P//;64 M4=; Op/;4; T; Op/;4; ;4/ Op/;4; H411/;
0."00 O*H 0."000 O*H 0."200 O*J41 0."200 O*J41 0."500 O*J41
"00,000.00 "20,000.00 -
",000.00 "2,000.00 -
"0,000.00
"0,000.00
MOBILISASI
T; ;4/ H411/; A4 B43
0.0!00 0.0!00 0.2!00 ".0000
J41 J41 J41 L9
BAHAN
T4> P4@4> B/ 20*20 @1
".0000
M
-
-
3,000.00
SUB TOTAL JUMLAH
3,000.00 3,000.00
160,1.00 160,1.00 160,10.00
DIBULATKAN
1 M4 M4
PEMBU EMBUAT ATAN AN PARI PARIT T KEL KELIL ILIN ING G BAN BANGU GUNA NAN N
BAHAN + UPAH
G44 T44< U;3>4 P49; ; L44 K/;64 P494>4 "*2 B44 P/;/;4 ":! SUB TOTAL JUMLAH DIBULATKAN
0."200 0.0200 0.0200 0.7000 ".!000
M M M M2 M2
!!,800.00 "!5,200.00 &5,050.00 &5,!00.00 &&,7"0.00
5,7&.00 2,#0!.00 "2,70".00 !5,780.00 #,#!.00 160,1.00
NO
URAIAN PEKERJAAN
$OLUME
HARGA SATUAN
"
2
!
JUMLAH UPAH 5
BAHAN &
0.00
KEGIATAN
:
PEMBANGU PEMBANGUNAN NAN RUKO RUKO DUA ANTAI ANTAI
PEKER!AAN
:
PEMBANGU PEMBANGUNAN NAN RUKO BARU " BERTINGKAT#
OKA$I
:
!% INTA$ INTA$ TEUK KUANTAN KUANTAN & UBUK !AMBI !AMBI KUAN$ING% KUAN$ING%
No.
Uraian Pekerjaan
JADWAL PELAKSANAAN PEKERJAAN
Volume
Satuan
WAKTU PELAKSANAAN 18 0 HK
Bobot
!"#
Bulan $ 1
A% I%
3
4
5
6
7
Bulan $$$ 8
9
10
11
Bulan $V 12
13
14
15
Bulan V 16
17
18
19
Masa
Bulan V$ 20
21
22
23
Proress
PEKER!AAN PENDA'UUAN
1
Pe(% Pembuatan jalan ke lokasi
2
Pe(% Pembersihan Lokasi dan Perataan
3
Pe(% Pasangan Bowplank/Pengukuran
4
Pe(% Pemasangan Papan Nama Kegiatan
II
PEKER!AAN PONDA$I
1
Pe(% Galian anah Pondasi
2
Pe(% iang Panang Beton
3
Pe(% &rugan Pasir Bawah Pondasi
4
Pe(% Lantai Kerja (or 1 ) $ ) *
5
Pe(% Pondasi / Poer Beton Bertulang 1 ) + ) $
6
Pe(% Pondasi Lajur pas. 1 Bata
7
Pe(% Pondasi Penahan ,elasar pas. 1/+ Bata
8
Pe(% -aen Pondasi
9
Pe(% &rugan anah Bekas Galian
1.00 1.00 1 .0 0 1 .0 0
Ls Ls Ls Ls
0 .0 0 0
0.000
0 .0 0 0
0.000
PELAKSANAAN
0 .0 0 0
0.000
180 HK
0 .0 0 0
0.000
1!.1" 0.00 1.'' 1.'' '."1 0 .0 0 0.00 0 .0 0 ' .+ 0
#$ #1 #$ #$ #$ #+ #+ #+ #$
0 .0 0 0
0.000
+ 1 .+ " 0 .0 0 0 .0 0 . 1.'! 0.00 0.00 0 .0 0 0 .0 0 0 .0 0 0 .0 0 0.00 1!.0 0 .0 0 0."* 0.1 0.1
0 .0 0 0
100%
0.000 0. 00 0
0.000
0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
0 . 00 0
0 .0 0 0
0 . 00 0
0 .0 0 0
0 . 00 0
0 .0 0 0
0 . 00 0
#$ #$ #$ #$ #$ #$ #1 #$ #$ #$ #$ #$ #$ #$ #$ #$
0 .0 0 0
0 . 00 0
+ ' ." ! "0'.++ * 0 .1 ! ' " ' . ' * ' .+ ' 1 + .0 0 * 1 .0 1*.$ 1!5.$
#+ #+ #+ #+ #+ &nit #+ #+ #+
0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
"*.00 "*.00 + 5 ' .0 '
#+ #+ #8
0 .0 0 0
$ .0 0 .00 +".00 1+.00 .00 .00 1+.00 1.00 1.00
tk tk Bh Bh tk Bh Bh &nit &nit
0 .0 0 0
0.000
0 .0 0 0
0.000
1*'.5' 1".$1 1 " .$ 1 1'0.00 0 .0 0 +1.00 0.00 0.00
#$ #$ #$ #+ #+ #+ #1 #1
0 .0 0 0
1 .+ * + .+ 0 1 .' ! + . ! 1"." 0 . * 1 1 .! 1 * .$ 1
#$ #+ #+ #+ #+ #+ #+ #+
0 .0 0 0
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Bh Bh Bh Bh Bh Bh Bh Bh Bh
0 .0 0 0
0.000
0 .0 0 0
0.000
0 .0 0 0
0.000
0 .0 0 0
0.000
0 .0 0 0
0.000
0 .0 0 0
0.000
0 .0 0 0
0.000
0 .0 0 0
0.000
0 .0 0 0
0.000
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Bh Bh Bh Bh #1 #1 #1 #1 Bh
0 .0 0 0
0.000
0 .0 0 0
0.000
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#+ #+ #+ #+ #+ #+
0 .0 0 0
0.000
0 .0 0 0
0 .0 0 0
0.000
0 .0 0 0
0 .0 0 0
0.000
0 .0 0 0
0 .0 0 0
0.000
0 .0 0 0
0 .0 0 0
0.000
0 .0 0 0
0 .0 0 0
0.000
0 .0 0 0
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#$ #$ #$ #$ #+ #+ #+ #1 #1
0 .0 0 0
0.000
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0 .0 0 0
0.000
0 .0 0 0
0.000
0 .0 0 0
0.000
PEKER!AAN $TRUKTUR
1
Pe(% (or Balok ,loo +*/"0 Beton bertulang 1)+)$
2
Pe(% (or Balok ,loo +*/$0 Beton bertulang 1)+)$
3
Pe(% (or Balok ,loo 1*/+* Beton bertulang 1)+)$
4
Pe(% (or Kolom &tama +*/"0 Beton Bertulang 1)+)$
5
Pe(% (or Kolom 1*/"0 Beton Bertulang 1)+)$
6
Pe(% (or Kolom ,elasar ia. "0 m Beton Bertulang 1)+)$
7
Pe(% (or Kolom Praktis 1$/1$ Beton Bertulang 1)+)$
8
Pe(% (or Balok Lantai +*/"0 Beton bertulang 1)+)$ 2Balok B13
9
Pe(% (or Balok Lantai +0/$* Beton bertulang 1)+)$ 2Balok B+3
10
Pe(% (or Balok Lantai +0/$* Beton bertulang 1)+)$ 2Balok B$3
11
Pe(% (or Balok Lantai 1*/$0 Beton bertulang 1)+)$ 2Balok B"3
12
Pe(% (or ,irip Beton 10/0 Beton bertulang 1)+)$
13
Pe(% (or Plat Lantai Beton bertulang 1)+)$
14
Pe(% (or Balok Late4 Beton bertulang 1)+)"
15
Pe(% (or Plat (anop4 Beton Bertulang 1)+)$
16
lok k +0 / $* diat iatas Poldin lding g Gate ate Beton Bert ertulang ang 1)+ 1)+)$ Pe(% (or Balo
0 .0 0 0
0 . 00 0
0 .0 0 0 0 .0 0 0
0 . 00 0 0 .0 0 0
0 . 00 0
0 .0 0 0
0 . 00 0
0 .0 0 0
0 . 00 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
0. 00 0
0.000
0 .0 0 0
0. 00 0
0.000
0 .0 0 0
0. 00 0
0.000
0 .0 0 0
0. 00 0
0.000
0 .0 0 0
0. 00 0
0.000
0 .0 0 0
0. 00 0
0.000
0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
0.000 50%
IV
PEKER!AAN DINDING DAN PE$TERAN
1
Pe(% Pas inding 1/+ Bata 1)+
2
Pe(% Pas inding 1/+ Bata 1)"
3
Pe(% Plesteran inding 1)+
4
Pe(% Plesteran inding 1)"
5
Pe(% Keramik inding Km/w
6
Pe(% -eli Pada Pilar Beton ia. "0 (m
7
Pe(% Pas. Batu 6lam inding Luar ,etinggi 6mbang Ko7en
8
Pe(% Pas. Batu 6lam Pada Pilar Beton ia. "0 (m
9
Pe(% 6derking Beton 1 ) $
V
PEKER!AAN PA)OND
1
Pe(% Pasang Plaond G4psum Board 5 mm
2
Pe(% Pasang -angka Plaond
3
Pe(% Pasang List Proil G4psum
VI
Pe(% Pas. itik Lampu
2
Pe(% Pas. itik ,top Kontak
3
Pe(% Pas. Lampu Philips ,ae 9nergi +" :att
4
Pe(% Pas. Lampu Pijar "0 :att
5
Pe(% Pas. ,top Kontak
6
Pe(% Pas. ,aklar Ganda
7
Pe(% Pas. ,aklar unggal
8
Pe(% Pas. Panil #(B Komplit
9
Pe(% Pas. Panil Bo;
VII
PEKER!AAN ANTAI
1
Pe(% &rugan anah Bawah Lantai
2
Pe(% &rugan Pasir Bawah Lantai
3
Pe(% (or Lantai Beton umbuk 1 ) $ ) *
4
Pe(% Pas Keramik Lantai -uangan "0 ; "0 m
5
Pe(% Pas Keramik Lantai ,elasar / eras "0 ; "0 m
6
Pe(% Pas Keramik Lantai Km/: +0;+0 m
7
Pe(% Pas. Bon < Bon Keramik
8
Pe(% Pas Plint Keramik 10 ; "0 m
Pe(% Pas. Konsen Pintu dan =endela
2
Pe(% Pas. Pintu Panel ua aun 2Ka4u ,urian3
3
Pe(% Pas. Pintu Polding gate
4
Pe(% Pas. Pintu Panel unggal 2Ka4u ,urian3 Lapis ,eng Plat
5
Pe(% Pas. >entilasi Papan =alusi
6
Pe(% Pas. >entilasi Kaa ,elisih * mm 2Bening3
7
Pe(% Pas. =endela Kaa Bingkai * mm 2 Bening 3
8
Pe(% Pas. =endela Kaa #ati * mm 2 Bening 3
Pe(% Pas. Kuni anam + ; Putar
2
Pe(% Pas. 9ngsel Pintu "?
3
Pe(% Pas. Grendel Pintu ?
4
Pe(% Pas. Grendel Pintu "?
5
Pe(% Pas. 9ngsel =endela $?
6
Pe(% Pas. Grendel =endela
7
Pe(% Pas. @ak 6ngin
8
Pe(% Pas. @andel jendela
9
Pe(% Pas. &mpak Ko7en
X
PEKER!AAN $ANITA$I
1
Pe(% Pas. Klosed =ongkok
2
Pe(% Pas. Bak 6ir Aiber
3
Pe(% Pas. Aloor rain
4
Pe(% Pas. Kran 6ir
5
Pe(% Pas. Pipa P dia. "?
6
Pe(% Pas. Pipa P dia. $?
7
Pe(% Pas. Pipa P dia. $/"?
8
Pe(% Pas. Pipa P dia. 1/+?
9
Pe(% Pas. ,top Kran . $/"?
Pe(% (at 6ir inding dan Kolom
2
Pe(% (at 6ir Plaond
3
Pe(% (at Kosen
4
Pe(% mpra Pintu Panil
5
Pe(% (at #in4ak -am =endela
6
Pe(% (at #in4ak Papan =alusi
Pe(% (or Balok ,loo +*/"0 Beton bertulang 1)+)$
2
Pe(% (or Plat angga an 6nak angga
3
Pe(% (or Balok Bordes 1*/+0 Beton bertulang 1)+)$
4
Pe(% (or Plat Bordes Beton bertulang 1)+)$
5
Pe(% -eling Pasangan 1/+ bata
6
Pe(% Plasteran
7
Pe(% Pas Keramik angga $0;$0 m
8
Pe(% Pas. ,top Nosing
9
Pe(% Pas. -ailing angga ,tainliss ,tell
Pe(% &rugan anah Bawah -abat
2
Pe(% &rugan Pasir Bawah -abat
3
Pe(% Parit Keliling Bangunan
4
Pe(% (or Lantai -abat Beton umbuk 1 ) $ ) *
5
Pe(% #engai/Plester Lantai -abat Beton 1 ) $
6
Pe(% Pas. iang Bendera Pipa ,tainliss ,teel
7
Pe(% :ater ower Konstruksi Baja
8
Pe(% ,umur Bor 2,ampai apat 6ir Bersih3
9
Pe(% :ater ank C nstalasi 6ir Bersih
10
Pe(% #esin 6ir C -umah #esin
11
Pe(% ,eptiktank C -esapan
12
Pe(% Bak Kontrol
I
0 .0 0 0
0 .0 0 0
0 .0 0 0
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0 .0 0 0
0.000
0 .0 0 0
0 .0 0 0 0 .0 0 0
0 .0 0 0
0.000
0 .0 0 0
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0 .0 0 0
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0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
'0%
0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
PEKER!AAN UAR BANGUNAN
1
II
0.000 0 .0 0 0
0 .0 0 0
PEKER!AAN TANGGA
1
XIII
0 .0 0 0
0 .0 0 0
PEKER!AAN PENGE*ATAN
1
XII
0.000
0 .0 0 0
PEKER!AAN KUN*I DAN PENGGANTUNG
1
XI
0.000
0 .0 0 0
PEKER!AAN PINTU DAN !ENDEA
1
IX
0 . 00 0 0.
0 .0 0 0
PEKER!AAN IN$TAA$I I$TRIK
1
VIII
Keteranan
24
BANGUNAN INDUK PEKER!AAN ANTAI I
I
III
2
Bulan $$
PEKER!AAN ANTAI II PEKER!AAN $TRUKTUR
0 .0 0 0
0 .0 0 0
0 .0 0 0
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0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
0 .0 0 0
0%
WAKTU
10
Pe(% Pasangan ,ingap &kir 2G-(3
IV
PEKER!AAN PA)OND
1 . $+
#+
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tk tk Bh Bh tk Bh Bh &nit
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$$.00 100.*0 1 $ . $0 11.+0 +1".+$
#+ #+ #+ #1 #1
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Bh Bh Bh Bh Bh Bh Bh Bh Bh
0 . 000
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Bh Bh Bh Bh #1 #1 #1 #1
0 . 000
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0 . 000
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1
Pe(% Pasang Plaond G4psum Board 5 mm
2
Pe(% Pasang -angka Plaond
3
Pe(% Pasang List Proil G4psum
4
Pe(% Pasang Piri < Piri Lambersiring
5
Pe(% Pasang -angka Piri < Piri
6
Pe(% Pasang List Proil Ka4u
V
PEKER!AAN IN$TAA$I I$TRIK
1
Pe(% Pas. itik Lampu
2
Pe(% Pas. itik ,top Kontak
3
Pe(% Pas. Lampu Philips ,ae 9nergi +" :att
4
Pe(% Pas. Lampu Pijar "0 :att
5
Pe(% Pas. ,top Kontak
6
Pe(% Pas. ,aklar Ganda
7
Pe(% Pas. ,aklar unggal
8
Pe(% Pas. ,ekering Kas
VI
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0 . 000
0. 000
0 . 000
0. 000
0 . 000
0. 000
PEKER!AAN ANTAI
1
Pe(% Pas Keramik Lantai -uangan "0 ; "0 m
2
Pe(% Pas Keramik Lantai ,elasar / eras "0 ; "0 m
3
Pe(% Pas Keramik Lantai Km/: +0;+0 m
4
Pe(% Pas. Bon < Bon Keramik
5
Pe(% Pas Plint Keramik 10 ; "0 m
VII
0.000
PEKER!AAN PINTU DAN !ENDEA
1
Pe(% Konsen Pintu dan =endela
2
Pe(% Pasang Pintu Panel ua aun 2Ka4u ,urian3
3
Pe(% Pas. Pintu Panel unggal 2Ka4u ,urian3 Lapis ,eng Plat
4
Pe(% Pas. >entilasi Papan =alusi
5
Pe(% Pas. =endela Kaa Bingkai * mm 2 Bening 3
6
Pe(% Pas. =endela Kaa #ati * mm 2 Bening 3
"0% VIII
PEKER!AAN KUN*I DAN PENGGANTUNG
1
Pe(% Pas. Kuni anam + ; Putar
2
Pe(% Pas. 9ngsel Pintu "?
3
Pe(% Pas. Grendel Pintu ?
4
Pe(% Pas. Grendel Pintu "?
5
Pe(% Pas. 9ngsel =endela $?
6
Pe(% Pas. Grendel =endela
7
Pe(% Pas. @ak 6ngin
8
Pe(% Pas. @andel jendela
9
Pe(% Pas. &mpak Ko7en
IX
PEKER!AAN $ANITA$I
1
Pe(% Pas.Klosed =ongkok
2
Pe(% Pas. Bak 6ir Aiber
3
Pe(% Pas. Aloor rain
4
Pe(% Pas. Kran 6ir
5
Pe(% Pas. Pipa P dia. "?
6
Pe(% Pas. Pipa P dia. $?
7
Pe(% Pas. Pipa P dia. $/"?
8
Pe(% Pas. Pipa P dia. 1/+?
X
PEKER!AAN PENGE*ATAN
1
Pe(% (at 6ir inding dan Kolom
2
Pe(% (at #in4ak inding
3
Pe(% (at 6ir Plaond
4
Pe(% (at Kosen
5
Pe(% mpra Pintu Panil
6
Pe(% (at #in4ak Lisplank Papan
7
Pe(% (at mpra Piri < Piri
B.
RUMA' !AGA
I
PEKER!AAN PENDA'UUAN
1
Pe(% Pembersihan Lahan
2
Pe(% Pengukuran dan Pas. Bouwplank
II
PEKER!AAN PONDA$I
1
Pe(% Galian anah Pondasi
2
Pe(% &rugan Pasir Bawah pondasi
3
Pe(% (or Lantai Kerja 1 ) $ ) *
4
Pe(% Pas. apak Pondasi Beton 1 ) + ) $
5
Pe(% Pas. Pondasi bata 1 Batu 1 ) +
6
Pe(% &rugan Kembali Bekas Galian
III
PEKER!AAN $TRUKTUR
1
Pe(% (or Balok ,loo 1*/+0 Beton bertulang 1)+)$
2
Pe(% Pas. Kolom Praktis
3
Pe(% Pas. Balok Late4 Kanopi
4
Pe(% Pas. Kanopi Beton
5
Pe(% (or ag eras
6
Pe(% Pas. -ing Balok 1*/+0
IV
Pe(% Pas. Kusen Pintu dan =endela
2
Pe(% Pas. Pintu Panel
3
Pe(% Pas. Pintu Panel Lapis ,eng Plat
4
Pe(% Pas. =endela Arame C Kaa
5
Pe(% Pas. >entilasi K#/:(
6
Pe(% Pas. Kaa =endela mati
V
PEKER!AAN KUN*I + AAT PENGGANTUNG
1
Pe(% Pas Kuni tanam + ,lagg
2
Pe(% Pas. 9ngsel Pintu "?
3
Pe(% Pas. 9ngsel =endela $?
4
Pe(% Pas. Gerendel =endela
5
Pe(% Pas. @ak angin =endela
6
Pe(% Pas. @andle =endela
Pe(% Pas. inding Bata 1/+ Batu 1 ) +
2
Pe(% Pas. inding Bata 1/+ Batu 1 ) "
3
Pe(% Pas. Plasteran dinding 1 ) +
4
Pe(% Pas. Plasteran dinding 1 ) "
5
Pe(% Pas. Batu 6lam iang epan eras
Pe(% Kuda
2
Pe(% -angka 6tap Ka4u
3
Pe(% Pas. 6tap Genteng #etal . 0.+*
4
Pe(% Pas. -abung 6tap
5
Pe(% Pas. Bola
6
Pe(% Pas. List Plank Papan
0.000
+0%
0 . 000
0.000
PEKER!AAN ANTAI
1
Pe(% &rugan anah Bawah Lantai
2
Pe(% &rugan Pasir Bawah Lantai
3
Pe(% (or Lantai 1 ) $ ) *
4
Pe(% Pas Keramik Lantai -uangan $0 ; $0 m
5
Pe(% Pas Keramik Lantai eras $0 ; $0 m
6
Pe(% Pas Plint Keramik 10 ; $0 m
IX
0.000
0 . 000
PEKER!AAN PENUTUP ATAP
1
VIII
0. 000
0 . 000
PEKER!AAN DINDING DAN PA$TERAN
1
VII
0 . 000
PEKER!AAN KU$EN PINTU DAN !ENDEA
1
VI
$0%
0 . 000
0.000
0 . 000
0.000
0 . 000
0.000
PEKER!AAN PA)ON DAN PIRI & PIRI
1
Pe(% Pasang -angka Plaon
2
Pe(% Plaon G4psum
3
Pe(% List Plaon G4psum
4
Pe(% Pasang -angka Plaon Ka4u Lamber7iring
5
Pe(% Plaon Piri < Piri Lambersering
6
Pe(% List Proil Ka4u
X
PEKER!AAN IN$TAA$I I$TRIK
1
Pe(% Pas. Panel Bo;
2
Pe(% Pas. nstalasi itik Lampu
3
Pe(% Pas. Lampu Pijar
4
Pe(% Pas. ,tok Kontak
5
Pe(% Pas. ,aklar unggal
6
Pe(% Pas. ,aklar Ganda
10%
XI
0.000
0 . 000
0.000
0 . 000
0.000
0 . 000
0.000
0 . 000
0.000
PEKER!AAN KM,-*
1
Pe(% Pas. Keramik Lantai +0/+0
2
Pe(% Pas. (loset =ongkok
3
Pe(% Pas. Bak 6ir >iber
4
Pe(% Pas. Kran 6ir 1/+?
5
Pe(% Pas. Aloor rain
6
Pe(% Pas. nstalasi 6ir Bersih dan 6ir Kotor
7
Pe(% Pas. ,eptitank C Peresapan
XII
0 . 000
0. 000
0 . 000
0. 00 0
PEKER!AAN RABAT
1
Pe(% &rugan anah Bawah -abat
2
Pe(% &rugan Pasir Bawah -abat
Keg.aa/ Pe(eaa/ o(a.
: PEMBANGUNAN RUKO DUA ANTAI : PEMBANGUNAN RUKO BARU : !% I INTA$ TEUK KU KUANTAN & UBUK !A !AMBI KU KUAN$ING%
BAN'UNAN ( RKB No
Pekerjaan ) 'ambar kerja
1 I
2 PEKER!AAN PENDA'UUAN
No
Sub Pekerjaan ) Analisa
Volume
Sat
3
4
5
6
252%00
2
60%00
2
1
Pe(% Pee.a/ o(a. 21%00 12%00
252%0
4%00
5%00
9%00
2
Pe(% Pa% Bo;<a/( =a/
2%00
38%0
11%00
2%00
22%0 60%00
4%25
8%50
4%25
>
3
Pe(% Pa
1%00
1
Pe(% Ga.a/ a/a
18%14
3
1%77
3
1%77
3
7%41
3
17%00
II
PEKER!AAN PO PONDA$I A% PONDA$I $ETEMPET T@PE
P1 10 TITIK
1%00 0%80
12 !$#
1%00 0%80
1%20 0%80
10 12
18%14
0%70
2
Pe(% Uga/
1%20
1%00 0%80
0%10 0%10
10 12
1%00 0%77 1%77
0%30 a/a. (ea 1:3:5
12%00 6%14
0%10 0%10
3
Pe(% *o a/a. (ea 1 : 3 : 5 1%00 0%80
1%00 0%80
0%10 0%10
10 12
1%00 0%77 1%77
4 0%30
1%00
Pe(% *o
1%00
1%00
0%30
10
3%00
0%30
0%30
0%70
10
0%63
0%15
0%40
0%70
0%42 4%05
0%30
>
1%00 B% PONDA$I $ETEMPET T@PE
P2
0%40
0%15 1%00
!$$# 0%80
0%80
0%30
12
2%30
0%79
0%16
0%70
12
1%06 3%36
TITIK
1%00
>
!$$#
8 0%40
TIANG PAN*ANG BETON 10%00 12%00
0%80
15%00
&
2%00 1%00
15%00
1%00
1%00
1
0%0
0%40 0%80
%. P*NDAS$ P*NDAS$ LAJUR LAJUR PAS. PAS. + BA, BA,A
171%00
M1
1
Pe(% Ga.a/ a/a
a/a. Co
0%07
0%05
a/a g
0%58
0%30
a/a. (ea 1:3:5
0%05
0%05
0%70
0%40
2
0%20
0%20
0%05
0%05
3
0%00
3
0%00
3
0%00
2
0%00
2
0%00
2
0%00
2
161%0
161%0
Pe(% Po/=a.
0%20
161%00
Pe(% *o a/a. (ea 1 : 3 : 5 0%60
5
0%40
Pe(% Uga/
3
0%00
170%9
0%60
6
Pe(% Po/=a. Pe/aa/ $ea
6
0%45
Pe(% Po/=a. Ta/gga
7
0%90 3%00
4%00 2%00
Pe(% Rae/
2%00
0%00
2%00 2%00
0%0
REKAPITUA$I PEKER!AAN PONDA$I 1
Pe(% Ga.a/ a/a
18%14
3
2
Pe(% Uga/
1%77
3
3
Pe(% *o a/a. (ea 1 : 3 : 5
1%77
3
4
Pe(% *o
7%41
3
8
Pe(% Po/=a.
0%00
2
10
Pe(% Rae/
0%00
2
11
Pe( Uga/ a/a (ea.
7 20
3
1 III
3
2
PEKER!AAN $TRUKTUR
1
4 Pe(% *o ao( oof 0%30
./g ao( 15,20
0%40
0%30
,
0%40
177%00
5
6
21%24
3
0%00
3
0%00
3
6%66
3
1%78
3
0%00
3
0%00
1
0%00
3
0%00
3
0%00
3
0%00
3
0%00
3
0%00
3
21%24
0%30
Pe(% *o ao( oof 0%25
0%30
0%25
Pe(% *o ao( oof 0%15 2
0%30
0%20
63%25
0%15
0%30
,
0%20
13%85
Pe(% *o (oo 30,30 0%30
4%00
,
0%30
3%70
20
6%66
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3
Kolom K+
Pe(% *o (oo 15,40 0%15
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5
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6
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12
12%00
Pe(% *o Bao( ae? 0%13 0%13
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0%40
Pe(% *o (oo <a(. 13,13 3%70
Kolom K(
Pe(% *o (oo DIA% 0%79
0%15
0%40
0%60
4
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3%45 2%75
14
0%00 0%00
7 0%20
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0%13 Rin balok
Pe(% Pe(% *o *o ao ao( ( a/ a/a. a.
0%25 0%25
,
0%40
B+
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105%00
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78%00 84%00
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7
Pe(% Pe(% *o *o ao ao( ( a/ a/a. a. 0%20 0%20
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Pe(% Pe(% *o *o ao ao( ( a/ a/a. a. 0%20 0%20
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9
0%10
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Pe(% *o $IRIP BETON
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Balok B+
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Pe(% *o Pa a/a.
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11
5%00 5%00
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0%93
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1
3
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3
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3
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2
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2
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2
27%48
2
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2
50%18
2
747%67
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Pe(% *o Pa Ka/o
18%60
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Pe(% *o Pa Ta/gga 0%150 5%00 1%00
0%30 1%00 1%00
1%40 0%12 0%12
20 1%00 1%00
1%26 0%60 0%12 1%98
6
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1%40 1%00
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7
PEKER!AAN DINDING DAN PE$TER
1
1%20
2%00
3%50
0%10 13%85
104%35 1%60 &
&
3%50 1%90
&
10%74
3
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10%44 17%04 0%00 27%48
>
380%91 26%32 0%00 407%22
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Pe(% Peea/ 1 : 2
0%60
4
27%48 47%70
0%30
5%1
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Pe(% Pa% D./=./g 1,2 aa 1 : 4 111%9 13%9
4%00
Pe(% Pa% D./=./g 1,2 aa 1 : 2
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*aaa/ =./=./g : Pa/a/g =./=./g
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DINDING 1:2
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Pa/a/g a
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25%00
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Pe(% Ae(./g eo/ 1 : 3
6
PEKER!AAN PA)OND
1
2
&
8%40
1%20
1%50 1%50
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7%08 7%20
5%00
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6%14
9%00 9%00
35%00 17%00
3%00
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Pe(% Pa% Ra/g(a <..&<..
4
Pe(% Pa% . <of. <./gg.
40%4 40%40 0
1
456%00
2
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2
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30%00
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12%00 25%00 6%00
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PEKER!AAN ANTAI
1
2
0%05 0%05
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17%00 16%00 17%00 16%00 33%00
0%25
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3
4
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Pe(% Pe(% Pa% Pa% Kea. Kea.( ( a/a. a/a. a/ga a/ga/ / 40 40 C
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PEKER!AAN PENGE*ATAN
157%97 51%00 67%20 18%70 17%60 3%47 157%97 0%00 157%97
5%00
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Pe(% *o a/a. eo/ 1 : 3 : 5
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Pe(% Uga/
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PEKER!AAN UAR BANGUNAN
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L349 / ".55 F 0.80 F 0 K4C3 / 5."0 F 0.05 F 0." M/ / 5."0 F 0." F 0 J//4 4@4 >4 * ;41 ".!7 F 0.72 F 0 4 1C4 / !.70 F 0.2 F 0 4 1C4 ;41 J/=/4 !."0 F 0.20 F 0 E>9/ /49 2 G;/=/ /49 2 H4 4> /49 2 H4=/ /49 "
J/=. 4@4 >4
".!5
".55
0.70 0.80
"
KOEN TPE
A
-
BH
L349 / 0.70 F 2.0 K4C3 / 7.80 F 0.05 M/ / &.!0 F 0." $/49 4@4 9/9< 0.#0 F 2."& 4 1C4 / &.00 F 0.2 ".20 F 0.&
$/. K4@4 14 0.&0
0.70
0.70
0.70
0.70
2.0
!
KOEN TPE
A
-
"
BH
L349 / 0.70 F 0.80 K4C3 / .!0 F 0.05 M/ / .!0 F 0." $/49 4@4 9/9< 0.#0 F 0.72 4 1C4 / .00 F 0.2
$/. K4@4 9/9<
0.&0
2 "
0.70
0.70 0.80
F F
F
F F F F
0 0
0
0 0 0 0
0.00 B< 0.00 B<
0.00 12
0.00 1
0.00 12
0.00 12
0.00 12
0.00 0.00 0.00 0.00 0.00
0.00 12
0.00 1
12 B< B< B< B<
F
0
F
0."
F
0
0.00 12
F
0
0.00 12
F
0 0
F
0.00 0.00 0.00 12
F
"
0.5& 12
F
0."
0.02 1
F
"
0.!! 12
F
"
0.&5 12
F
"
0.&# 12
F
F
0
"
REKAPITULASI PEKERJAAN KOEN "
L349 /
2.&5
12
"7
4 1C4 /
5".00
12
2
K4C3 /
".25
12
"8
4 1C4 p4p4 6439
7#.20
12
M/ /
"&.8"
12
"#
4 1C4 p3
"8.0!
12
!
P3 p4 =3/
2.20
12
20
4 1C4 ;41 p3
0.00
12
5
P3 p4 3>>4
.5!
12
2"
4 1C4 ;41 6/=/4
"".20
12
&
P3 4@4 >4 =3/
0.00
12
22
4 1C4 ;41 /49
0.00
12
7
P3 4@4 >4 3>>4
0.00
12
2
K3@ 441 2 F p34;
5.00 B<
2
2!
E>9/ p3
"8.00 B< B<
2
8
P3 pC ?= =3/
1
#
P3 pC ?= 3>>4
2.&8
1
25
G;/=/6 p3 &
2.00 B<
"0
P3 %;/ >499
0.00
B<
2&
G;/=/6 p3 !
8.00 B<
Keg.aa/ Pe(e Pe(e aa aa/ /
: : PEMB PEMBAN ANGU GUN NAN RUANG UANG KEA KEA$ $ TIG TIGA A OK OKA A $DN $DN 019 019 IP IPAT KAI KAIN N
o(a.
: IPAT KAIN KE*% KAMPAR KIRI
BAN'UNAN ( RKB No
Pekerjaan ) 'ambar kerja
1 I
No
2
Sub Pekerjaan ) Analisa
3
PEKER!AAN PENDA'UUAN
1
Volume
4
5
Pe(% Pee.a/ o(a. 23%00
253%00 11%00
253%0
2%00
7%00
5%00
2
Pe(% Pa% Bo;<a/( =a/
52%00
19%00
2%00
38%0
7%00
2%00
14%0 52%00
8%00
8%00
8%00
>
3
Pe(% Pa
1%00
1
Pe(% Ga.a/ a/a
11%00
17%00
II
PEKER!AAN PO PONDA$I A% PONDA$I $ETEMPET $ETEMPET T@PE T@PE
A
10 TITIK
1%00
0%70
2
1%00
1%10
10
11%00
Pe(% Uga/
1%10
1%00
0%05
0%50
10
0%50
0%05 0%25 a/a. (ea 1:3:5
0%05
0%05
3
Pe(% *o a/a. (ea 1 : 3 : 5 1%00
4 0%15
1%00
10
0%50
0%25 # 0%05
10 10
2%50 0%26
0%70
10
0%05
Pe(% *o
1%00
0%50
>
1%00 0%03
2%97
2
0%20
0%15
0%21 2%97
>
0%20
5
5%00
1%00
*% PONDA ONDA$I $I A!UR A!UR "BA "BAOK OK $O) $O)##
*eoCo( (a?
59%00 %00
M1
1
0%50
3
0%50
16%10 46%00
16%10
1%61
Pe(% Uga/
0%40
16%00
Pe(% Ga.a/ a/a
2
0%00
0%05
46%0
1%61
Pe(% *o a/a. (ea 1 : 3 : 5 0%70
0%05
46%0
1%61
1%61
0%05
5 0%20
0%30
0%20
Pe(% *o Po/=a. "Bao( $of# 59%0 0%30 0%40
7%08
7%08
0%70
REKAPITUA$I PEKER!AAN PONDA$I
1 III
1
Pe(% Ga.a/ a/a
2
Pe(% Uga/
2%11
3
Pe(% *o a/a. (ea 1 : 3 : 5
2%11
4
Pe(% *o
2%97
8
Pe(% *o Po/=a. "ao( $of#
7%08
10
Pe(% Rae/
0%00
11
Pe(% Uga/ a/a (ea.
18%50
3
2
PEKER!AAN $TRUKTUR
1
4
5
Pe(% *o (oo 30,30 0%30
./g ao( 15,20
27%10
0%30
7%02
3%90
20%00
7%02
0%30
Pe(% *o (oo 25,40 0%25 2
0%40
0%40
30
12
0%00
0%00
12 12
Pe(% *o (oo DIA% 30 0%79
4%00
0%00
0%16
0%00
3%70
Pe(% *o (oo <a(. 13,13
0%25
1%00 1%00
Kolom
1%00 1%00
0%00
0%00 3
0%13 0%13
ao( a/a.
4 0%30
0%15 0%15
0%40 0%40
9 2%00
,
0%3
0%20 0%20
118%00 2%00
0%00 0%00 0%00
14%40
14%16 0%24 14%40
0%25
5 Rin balok
Pe(% Pe(% *o *o ./g ./g ao ao( ( 0%30 0%30
0%60
0%20
Pe(% Pe(% *o Ba Bao( ae ae? ?
Pe(% *o ./g ao( ga//g 20,30 0%20
Balok Lantai
5
0%30
Pe( *o $IRIP BETON
4%70
0%28
0%28 0 00
0%07 0%07
I
PEKER!AAN DINDING DAN PE$TER
1
0%10 22%10 47%70
2
22%1 47%0 47%7
3
0%10
20%00 7%50
0%00 0%00
>
165%40 1%60 & 0%10 &
42%33
4%8
16%54 30%56 4%77 42%33
>
Pe(% Pa% D./=./g 1,2 aa 1 : 4 171%0
4%00
Pe(% Pa% D./=./g 1,2 aa 1 : 2
0%30
3%60
0%00 0%00
3%60 2%00 1%00 1%40
&
509%83
130%19
485%41 44%20 47%00 66%78 509%83
>
Pe(% Peea/ 1 : 2 42%33
84%66 2
84%66
& 84%66
4
Pe(% Peea/ 1 : 4 509%83
1019%66 2
1019%66
'br. Potonan 2in2in *aaa/ =./=./g : Pa/a/g =./=./g
171%00
F
DINDING 1:2
13%85 F F
a (oe/
134%99 F F
Pa/a/g a
5%60 F
5
Pe(% Ae(./g eo/ 1 : 3 1%30 0%77 0%98
*aaa/ ae(./g : Koo 4 ..
Koo 3 ..
25%00
Koo 2 ..
6%00
3%60 3%60 3%60
90%47
0%00 25%00 6%00
0%00 69%30 21%17
>
90%47
7
Re.ef eo/ <= ea
0%00
Pe(% D./=./g (ea.( (,;C 25%20 22%50
1%50 1%50
& &
7%08 7%20
57%27
30%72 26%55 57%27
>
III
PEKER!AAN PENUTUP ATAP
1
Pe(% Pa% Aa< $e/g
995%18
19%28
5%28
" 16%25
>
19%28
#
5%28
93%8
19%28
#
5%28
109%8
16%25
#
3%69
60%0
22%31
#
3%69
94%7
6%06
#
3%69
69%4
28%28
#
5%28
141%3
2
16%25
19%28
5%28
" 22%31
> 2
22%31
16%25
3%69
" 16%25
> 2
16%25
22%31
3%69
" 29%00
> 2
29%00
6%06
3%69
" 12%75
>
2
2
12%75
28%28
5%28
25%25
" 25%25
> 2
28%28
" 31%3 31%34 4
5%28
>
28%28
#
5%28
157%4
25%25
#
3%69
93%2
31%34
#
3%69
128%1
2
31%34
25%25
" 25%2 25%25 5
3%69
> 2
25%25
31%34
" 38%0 38%04 4
3%69
> 2
38%04
,otal luas ata3
4-5.54
Pe/aaa/ 5
,otal
2
446.+0
Pe(% Pa% Go=./g 5,10 0%05
0%10
9%95
995%2
2
3
Pe(% Pa% Ra/g(a aa<
4
Pe(% Pa% Ra/g aa< e/g B!$ 30 K 19%28
5
47%39
>
28
9%95 995%18
47%56
47%6
Pe(% Pa% !a. a 3%69
18%46
5
18%46 18%46
5
Pe(% Pa% !a. Daa 3%69 5%28
8%97
1 1
3%69 5%28 8%97
7
Pe(% Pa% Boa&oa aa< 5%28
8
21%12 4
21%12
Pe(% Pa% .<a/(
2 2
134%07
76%07 58%00 0%00 134%07
>
5%28
4
11
Pe(% Pe(% Pa% Pa% e/. e/.a a.. aa< aa<
12
Pe(% Pa% $aea?/g (. o.f ea?
21%12
2
I
PEKER!AAN PA)OND
1
Pe(% Pa% Pafo/= <?;oo= 35%00 17%00
507%00
9%75 9%75
341%3 165%8 507%0
2
Pe(% Pa% Pafo/= <..&<.. aee./g 37%20
26%00
1%10
1%10
3
Pe(% Pa% Ra/g(a <..&<..
4
Pe(% Pa% . <of. <./gg. 30%00
7%48 6%14 2%00 7%00
6%00 3%00
2%00
81%8
2%00
57%2 139%04
139%04 309%07 6%00
10%00 2%00 2%00 2%00
139%04
2%00 4%00
180%0
74%8 12%3 4%0 14%0
12%0 12%0 309%1
5
Pe(% Pa% . <of. Ka? 54%40 72%40
253%60 2%00 2%00
108%8 144%8 253%6
PEKER!AAN ANTAI
1
Pe(% Pa% Kea.( a/a. a/ga/ 40 40 C 8%00
7%00
6%00
336%00 336%00 336%0
2
Pe(% Pa% Pa% Kea. Kea.( ( a/a. a/a. eaa eaa 40 40 C
100%50 100%50
19%00
2%00
38%00
26%00 3%50
2%00 3%00
52%00 10%50
100%50 3
Pe(% Pa% Pa% P./ (ea. (ea.( ( 10 40 C
6%00
&
8%40
171%60
7%48
6%00
&
2%25
42%63
4
PEKER!AAN PENGE*ATAN
1
&
0%00 214%23
Pe(% Bo/ & Bo/ Kea.( 1%40 0%70
I
214%23 214%23
30%00
6%00 4%00
11%20
8%40 2%80 11%20
Pe(% *a =./=./g =a/ (oo =g/ Ca a.
1194%78
84%66 1019%66
1%00 1%00
90%47
1%00
84%66 1019%66 90%5 > 1J194%78
3
Pe(% *a ./?a( <afo/= <.. & <..
139%04
4
Pe(% *a ./?a( . <afo/=
30%91
5
Pe(% *a ./?a( $e./gg. aa/g (oe/
44%08
36%00
PEKER!AAN UAR BANGUNAN
5%60
1%45
44%08
6
Pe(% *a ./?a( <./
RE)H
7
Pe(% *a ./?a( a e/=ea
RE)H
8
Pe(% *a ./?a(
RE)H
9
Pe(% *a ./?a( .<a/(
93%12
155%2
I
&
0%60
93%12
10
Pe(% *a ./?a( e/.a. aa<
11
Pe(% Pe(% *a *a ./?a( ./?a( =./= =./=./g ./g
12
Pe(% Pe(% Re Re.= .= (=a (=a&( &(=a =a
1
2
Pe(% Uga/ a/a a;a aa
0%00
1%20
0%07
0%00
1%20
0%07
0%00 0%00
1%20 1%20
0%05 0%05
0%00
0%00 0%00 0%00
>
Pe(% *o a/a. eo/ 1 : 3 : 5 0%00 0%00
1%20 1%20
2%00 2%00
0%00
0%00 0%00 0%00
4
>
Pe(% Uga/
3
3%60
>
Pe(% $aa/ (e../g 0%00
0%00
2%00
0%00
2%00
0%00 0%00
>
Sat 6 2
2
3
3
3
3
T(
3
3
3
3
3 3 3 3 2 2 3 6 3
3
3
1
3
1
1
3
2
2
2
2
2
U/.
2
2
3
2 1
1
1
1
1
B $e
2
2
2 1
1
2
2
1
1
2
2
2
2 2 2 2
2 2 2
3
3
3
3
No
'ambar ko7en
+
No
/
Sub Pekerjaan ) Analisa
(
Volume Sa S at
-
6
PER8$,UN'AN K*9EN :
"
KOEN TPE
A
-
&
BH
J439 "8 =43 0.&0
2.85 P3
0.&5
P4
2."5
L349 / 2.85 F ".!0 F K4C3 / #.0 F 0.05 F M/ / 7.0 F 0." F P3 p4 =3/ ".2 F 2."& F $/49 p4p4 6439 0.&0 F ".0 F 4 1C4 / 7."0 F 0.2 F 2.00 F 0.& F
2.#! 12
0.& 1
&
5.&# 12
&
"7."" 12
&
!.&8 12
& &
#.80 !.2 "!."2 12
& 0."
4 1C4 p3 p4 0.70 F 2.20 F 0.70 F 2.20 F
2 2
4 1C4 /49 p4p4 0.&0 F "8.00 F 0.0 K3@ 441 2 F p34; " E>9/ p3 & G;/=/ p3 & 2 U1p4 / 2 KOEN TPE
&
0.&5
".!0
2
F
A
-
0
BH
J439 "" =43 0.&0
P3
2.85
P4
2."5
L349 / 2.85 F 0.#0 F K4C3 / 7.70 F 0.05 F M/ / &.80 F 0." F P3 p4 3>>4 0.82 F 2."& F $/49 p4p4 6439 0.&0 F 0.80 F 4 1C4 / &.&0 F 0.2 F 0.80 F 0.& F
F F
F F F F F
& &
& & & & &
2
KOEN TPE
A
0
BH
J439 "& =43 0.&0
L349 / 2.80 F 0.70 F
0.80 0.!5
F
K4C3 / &.0 F 2.80 F
0.05 0.05
F
F
F
12 B< B< B< B<
0.00 12
0.00 1
0
0.00 12
0
0.00 12
0
0.00 12
0 0
0.00 0.00 0.00 12
0."
4 1C4 p3 p4 0.85 F 2.20 F 2.00 4 1C4 /49 p4p4 0.&0 F "".00 F 0.0 K3@ 441 2 F p34; " E>9/ p3 G;/=/ p3 ! 2 U1p4 / 2
-
"#.!! &.00 &.00 "2.00 "2.00
0 F
0
0.80 0.#0
"8.!8 "8.!8 &.#& 12
F
0
0.00 12
F
0 0 0 0 0
0.00 0.00 0.00 0.00 0.00
F F F F
0 0
0." 0."
F F
0 0
12 B< B< B< B<
0.00 0.00 0.00 12 0.00 0.00
1
0.80
4 1C4 / 7.0 F 0.2 ".0 F 0.&
0.!5
F F
0 0
0.00 0.00 0.00 12
".25
4 1C4 p3 pC?= 0.75 F 2."5 F 2.00 4 1C4 /49 p4p4 0.&0 F "&.00 F 0.0 K3@ 441 2 F p34; " E>9/ p3 G;/=/ p3 ! 2 U1p4 / 2 2
KOEN TPE
A
-
BH
J439 "0 =43 0.&0
2.85 P4
2."5
L4p9 S/>
L349 / 2.85 F 0.80 F K4C3 / 7.50 F 0.05 F M/ / &.70 F 0." F P3 P4 L4p9 S/> 0.72 F 2."& F $/49 p4p4 6439 0.&0 F 0.70 F 4 1C4 / &.50 F 0.2 F 0.70 F 0.& F
F
0
0.00 12
F
0 0 0 0 0
0.00 0.00 0.00 0.00 0.00
0.00 12
0.00 1
0
0.00 12
0
0.00 12
0
0.00 12
0 0
0.00 0.00 0.00 12
F F F F
0 0."
F
0
0.70
4 1C4 p3 pC?= 0.75 F 2.20 F 2.00 4 1C4 /49 p4p4 0.&0 F "0.00 F 0.0 K3@ 441 2 F p34; " E>9/ p3 G;/=/ p3 ! 2 U1p4 / 2
0.80
2
KOEN TPE
A
-
5
BH
".&5 P4
".&0
L4p9 S/>
0.80
KOEN TPE
A
F
0
0.00 12
F
0 0 0 0 0
0.00 0.00 0.00 0.00 0.00
&.&0 12
0."7 1
5
2.80 12
5
5.80 12
5 5
!.&0 0.00 !.&0 12
-
"#
BH
J439 !0 =43 0.&0 ".55
L349 / ".55 F K4C3 / "5.&0 F M/ / #.50 F
F F F F
5 0."
4 1C4 p3 pC?= 0.75 F ".&5 F 2.00 K3@ 441 2 F p34; " E>9/ p3 G;/=/ p3 ! 2 U1p4 / 2
0.70
2
L349 / ".&5 F 0.80 F K4C3 / 5."0 F 0.05 F M/ / !.0 F 0." F P3 P4 L4p9 S/> 0.72 F ".&" F 4 1C4 / !.00 F 0.2 F 0.00 F 0.& F
12 B< B< B< B<
.00
F
"#
0.05
F
0."
0."
F
"#
F
5
F F F F F
F
5 5 5 5 5
12 B< B< B< B<
12 B< B< B< B<
"2.8 5.00 "5.00 "0.00 "0.00
88.5 12
"#
".# 1
2.!7 12
#."0 &."0
F F
0.2 0.&
F F
"# "#
4 1C4 ;41 6/=/4 5.&0 F 0.20 F "# 4 1C4 /49 p4p4 0.&0 F !0.00 F 0.0 E>9/ 6/=/4 ! G;/=/ 6/=/4 ! H4 4> 6/=/4 ! H4=/ 6/=/4 2
KOEN TPE
A
-
5
BH
J439 20 =43 0.&0 ".55 0.80
0.70
0.70
".55
L349 / ".55 F ".55 F 5 K4C3 / #.70 F 0.05 F 0." M/ / &.&0 F 0." F 5 J/=/4 4@4 >4 * ;41 0.82 F ".!! F 5 $/49 p4p4 6439 0.&0 F ".!0 F 5 4 1C4 / &.20 F 0.2 F 5 F F ."0 0.& 5 4 1C4 ;41 6/=/4 5.&0 F 0.20 F 5 4 1C4 /49 p4p4 0.&0 F 20.00 F 0.0 E>9/ 6/=/4 ! G;/=/ 6/=/4 ! H4 4> 6/=/4 ! H4=/ 6/=/4 2
!
KOEN TPE
A
-
0
BH
J439 "0 =43 0.&0 2.!5 ".70
0.70 0.80
L349 / 2.!5 F 0.80 F 0 K4C3 / 7.70 F 0.05 F 0." M/ / &.#0 F 0." F 0 J/=/4 4@4 >4 * ;41 ".72 F 0.72 F 0 $/49 p4p4 6439 0.&0 F 0.70 F 0 4 1C4 / &.50 F 0.2 F 0 0.70 F 0.& F 0 4 1C4 ;41 6/=/4 !.&0 F 0.20 F 0 4 1C4 /49 p4p4 0.&0 F "0.00 F 0.0 E>9/ 6/=/4 2 G;/=/ 6/=/4 2 H4 4> 6/=/4 2 H4=/ 6/=/4 "
!
KOEN TPE
A
-
2
BH
J/=. 4@4 >4
L349 / ".55 F K4C3 / 5."0 F
0.80
F
2
0.05
F
0."
#.77 !".72 8".!# 12
2".28 12
F F F F F
F
F F F F F
F
F F F F F
F
"# "# "# "# "#
5
5 5 5 5 5
0
0 0 0 0 0
2
"&.80 12
7&.00 7&.00 7&.00 8.00
"2.0" 12
0.2 1
!.2# 12
5.#0 12
!.20 12
7." 5.58 "2.7" 12
5.&0 12
"8.00 20.00 20.00 20.00 "0.00
B< B< B< B<
12 B< B< B< B<
0.00 12
0.00 1
0.00 12
0.00 12
0.00 12
0.00 0.00 0.00 12
0.00 12
0.00 0.00 0.00 0.00 0.00
2.!8 12
0.07 1
12 B< B< B< B<
!."0 F 0.20 E>9/ /49 G;/=/ /49 H4 4> /49 H4=/ /49
0.70 0.80
"
KOEN TPE
A
-
"
BH
L349 / 0.70 F 2.0 K4C3 / 7.80 F 0.05 M/ / &.!0 F 0." $/49 4@4 9/9< 0.#0 F 2."& 4 1C4 / &.00 F 0.2 ".20 F 0.&
$/. K4@4 14 0.&0
0.70
0.70
0.70
0.70
2.0
1
KOEN T@PE
A
&
0
B'
a (oe/ 0%70 2%30 Ka? (oe/ 7%80 0%05 Me/. (oe/ 6%40 0%13 e/.a. !a. 0%62 2%16 *a ./?a( (oe/ 6%00 0%23 1%20 0%36
!a. 30 =a/ 0%60
0%70
0%70
0%70
0%70
2%30
F
2 2 2 2 "
F F F F
2 2 2 2
12 B< B< B< B<
".&! !.00 !.00 !.00 2.00
".&" 12
0.05 1
F
"
F
0."
F
"
0.8 12
F
"
".#! 12
F
F
" "
".8 0.! ".8" 12
0
0%00 2
0%13
0%00 3
0
0%00 2
0
0%00 2
0 0
0%00 0%00 0%00 2
0%00 2
*a ./?a( e/.a.
F
"
0
0
REKAP$,ULAS$ PEKERJAAN K*9EN 1
a (oe/
134%99
2
17
*a ./?a( (oe/
116%89 2
2
Ka? (oe/
2%89
2
18
*a ./?a(
174%24 2
3
Me/. (oe/
38%40
2
19
*a ./?a( <./
49%34 2
4
P./
17%11 2
20
*a ./?a( a <./
0%00 2
5
P./
0%00
2
21
*a ./?a( a e/=ea
28%52 2
6
P./ (aCa ./g(a. =oe
0%00 2
22
*a ./?a( a e/.a.
0%00 2
7
P./ (aCa ./g(a. /gga
0%00 2
23
K/C. a/a 2 <a
11%00 B
2
24
E/ge <./
51%00 B B
2
8
P./ <? ;oo= =oe
9
P./ <? ;oo= /gga
5%80
25
Ge/=e <./ 6L
12%00 B
10
P./ ).e ga
0%00
B
26
Ge/=e <./ 4L
10%00 B
2
27
E/ge e/=ea + e/%
100%00 B
2
28
Ge/=e e/=ea + e/%
100%00 B
2
29
'a( a/g./ e/=% + e/%
100%00 B
2
11 12 13
!e/=ea (aCa ./g(a. , a !e/=ea (aCa a. e/.a.
30%46 22%12 40%80
14
e/.a. (aCa ./g(a.
0%00
30
'a/=e e/=ea + e/%
50%00 B
15
e/.a. (aCa a.
1%94
31
U
22%00 B
16
e/.a. (aCa gafe
0%00
2 2
Keg.aa/ Pe(eaa/ o(a.
: PEMBANGUNAN RU RUKO DUA ANTAI : PEMBANGUNAN RUKO BARU : !% INTA$ TEUK KUANTAN & UBUK !AMBI KUAN$ING%
BAN'UNAN ( RKB No
Pekerjaan ) 'ambar kerja
1 I
2 PEKER!AAN PENDA'UUAN
No
Sub Pekerjaan ) Analisa
Volume
Sat
3
4
5
6
0%00
2
0%00
2
1
Pe(% Pee.a/ o(a. 54%00 12%70
2%70
7%00
35%00
9%70
16%00
2
Pe(% Pa% Bo;<a/( =a/
2%00
11%70
2%00
>
3
Pe(% Pa
1%00
1
Pe(% Ga.a/ a/a
0%00
3
0%00
3
0%20
3
0%00
3
51%00
II
PEKER!A ER!AA AN POND PONDA A$I A% PONDA$I $ETEMPET T@PE
P1
11 TITIK
0%60 0%80
!$# 0%70
2
0%60 0%80
1%00 0%80
11 0
Pe(% Uga/
1%00
0%60 0%80
0%05 0%05
11 0
0%00
0%20 a/a. (ea 1:3:5
0%05 0%05
3
Pe(% *o a/a. (ea 1 : 3 : 5 0%60 0%80
4 0%40
0%60
0%60 0%80
0%05 0%05
11 0
0%20 0%00 0%20
Pe(% *o
0%60 0%36
>
0%60 0%20 0%10 # 0%00
0%40 0%40
11 11
0%00
11 0%00
0%00
2
0%25 0%15
0%70 0%70
>
0%25 0%60 B% PONDA$I $ETEMPET T@PE
P2
TITIK
!$$# 0%80 " 0%36
>
0%80 0%20 0%10 # 0%00
0 0
0%16
0
0%00 0%00
2
0%79
0%40
0%15 1%00
1%00
0%70
0%00 0%00
>
!$$#
8 0%40
TIANG PAN*ANG BETON 15%00
0%80
15%00
1%00
&
2%00 1%00 1%00
1
0%0 0%0 0%0 0%0
0%40 0%80
%. P*NDAS$ P*NDAS$ LAJUR LAJUR PAS. PAS. + BA, BA,A
41%70
M1
1
Pe(% Ga.a/ a/a
a/a. Co
0%07
0%05
a/a g
0%58
0%40
a/a. (ea 1:3:5
0%05
0%05
0%70
0%50
2
0%20
0%20
0%05
0%05
3
0%00
3
0%00
3
0%00
2
35%1
35%1
Pe(% Po/=a.
0%20
35%10
Pe(% *o a/a. (ea 1 : 3 : 5 0%60
5
0%50
Pe(% Uga/
3
0%00
41%5
0%60
6
Pe(% Po/=a. Pe/aa/ $ea
6
0%45
2
Pe(% Po/=a. Ta/gga
0%90 3%00
2
4%00 2%00
0%00 7
Pe(% Rae/
2%00 2%00 2%00
0%00
2
0%0 0%0 0%0 0%0
REKAPITUA$I PEKER!AAN PONDA$I 1
Pe(% Ga.a/ a/a
0%00
3
2
Pe(% Uga/
0%00
3
3
Pe(% *o a/a. (ea 1 : 3 : 5
0%20
3
4
Pe(% *o
0%00
3
8
Pe(% Po/=a.
0%00
2
10
Pe(% Rae/
0%00
2
11
Pe( Uga/ a/a (ea.
0 20
3
1 III
3
2
PEKER!AAN $TRUKTUR
1
4 Pe(% *o ao( oof 0%15
./g ao( 15,20
0%20
0%15
,
0%20
41%70
5
6
0%00
3
0%30
0%40
2
3
3
3
4
3
3%40 3%10 0%25 Kolom K+
ao( oof 20,20
0%40
0%60
0%60
5
0%13
Pe(% *o (oo <a(. 13,13 3%10
0%15 Kolom K(
6
0%13 Kolom K-
15%00
0%00
1
0%00
3
0%00
3
Pe(% *o Bao( ae? 0%13
0%15
3%45
0%13
0%15
2%75
14
0%00 0%00
7 0%20
0%20
0%15 Rin balok
Pe(% Pe(% *o *o ./g ./g ao ao( (
0%15 0%15
0%15
0%20
0%15
0%20
41%70
,
0%2
0%15 Balok sloo
7
3
8
3
9
3
10
3
0%35
0%20 Balok B(
0%40
0%20
0%35
0%60
0%25 0%10 Balok B+ Balok B/
0%30
3
10 0%15 Balok B(
I
PEKER!AAN DINDING DAN PE$TER
1
Pe(% Pa% D./=./g 1,2 aa 1 : 2 0%10 13%85
0%40
2 2%90
2%90 1%30
&
10%74
3
0%30
2
0%00
2
0%00
2
>
>
Pe(% Peea/ 1 : 2
2 0%10
0%60
4 'br. Potonan 2in2in
0%00
0%00 47%70
0%30
5%1
0%10
2
Pe(% Pa% D./=./g 1,2 aa 1 : 4 168%0 13%9
3%40
173%45 1%60 & &
0%00
Pe(% Peea/ 1 : 4 0%00
47%70
2 1%40
&
*aaa/ =./=./g : Pa/a/g =./=./g
181%85 F
DINDING 1:2
13%85 F
a (oe/
32%65 F F
Pa/a/g a
8%40 F
5
16%78 2 2
*aaa/ ae(./g : Koo 4 ..
12%00
Koo 3 ..
25%00
Koo 2 ..
6%00
6
Pe(% Ae(./g eo/ 1 : 3 1%30
5%90
12%00
0%77 0%98
2%90 2%90
25%00 6%00
Pe(% Pa% Ba Aa $e./gg. aa/g (oe/ 50%95
7
&
8%40
1%20
1%50 1%50
& &
7%08 7%20
2
0%00
2
0%00
2
0%00 0%00
1
0%00
2
0%00
2
>
Pe(% D./=./g (ea.( (,;C 25%20 22%50
0%00
8
Re. Re.ef ef <= =./= =./=./ ./g g 7%48
I
PEKER!AAN PA)OND
1
2
5%00
>
6%14
Pe(% Pa% Pafo/= <?;oo= 9%00
35%00
9%00
17%00
3%00
4%00
Pe(% Pa% Pafo/= <..&<.. aee./g 19%20 35%00
1%10 1%10
2%00 2%00
3
Pe(% Pa% Ra/g(a <..&<..
0%00
2
4
Pe(% Pa% . <of. <./gg.
0%00
1
30%00
6%00
7%48 6%14
10%00 2%00
2%00 7%00 3%00
2%00 2%00 4%00
1%00
PEKER!AAN ANTAI
1
2
0%05 0%05
0%05
0%05
0%12
0%70 0%60
3
Pe(% Uga/ a/a a;a a/a. 35%00 16%00 35%00 16%00 51%00
0%25
0%60
35%00 16%00 35%00 16%00
51%00
0%70
1
0%05
0%05 0%05 0%05 0%05 0%05
6%00 0%50
2%00 2%10 2%95 2%25 2%00 2%25
6%00
0%80
4%00
0%00 0%00
2
0%00 0%00
1
0%00
1
0%00
2
5%70 6%20 0%50
Pe(% *a =./=./g =a/ (oo =g/ Ca a. 0%00 0%00 0%00
2
Pe(% Bo/ & Bo/ Kea.(
0%00 0%00
1%50 2%00 3%00
1%40
3
Pe(% Pe(% Pa% Pa% P./ P./ (ea (ea. .( ( 10 40 C 4%00 3%00 2%50 1%75 0%55 1%00
PEKER!AAN PENGE*ATAN
7%00 7%00 2%00 2%00 0%70
0%00
3
0%05 0%05 0%05 0%05
0%00
Pe(% Pe(% Pa% Pa% Kea. Kea.( ( a/a. a/a. eaa eaa 40 40 C
I
7%00 7%00 2%00 2%00
7
3
Pe(% Pe(% Pa% Pa% Kea. Kea.( ( a/a. a/a. a/ga a/ga/ / 30 30 C
2%75
6
0%60 0%60 0%55 0%55 0%15
Pe(% *o a/a. eo/ 1 : 3 : 5
5%65 2%75
5
Pe(% Uga/
35%00 16%00 35%00 16%00 51%00 4
7%00 7%00 2%00 2%00 0%70
0%00
1%00 1%00 1%00
2
Pe(% *a <afo/= <?;oo= =g/ Ca a.
0%00
2
3
Pe(% *a ./?a( <afo/= <.. & <..
0%00
2
4
Pe(% *a ./?a( . <afo/=
0%00
5
Pe(% *a ./?a( (oe/
RE)H
2
6
Pe(% *a ./?a( <./
RE)H
2
7
Pe(% *a ./?a( a e/=ea
RE)H
2
8
Pe(% *a ./?a(
RE)H
2
9
Pe(% *a ./?a( .<a/(
RE)H
2
3%60
2
RE)H
0%40
10
Pe(% *a ./?a( e/.a. aa<
11
Pe(% Pe(% *a *a ./?a( ./?a( =./= =./=./g ./g
12
Pe(% Re.= (=a&(=a
2 RE)H
2
I
PEKER!AAN UAR BANGUNAN
1
Pe(% Uga/ a/a a;a aa 9%00 7%15
2
1%50 1%50
0%17 0%17
1%50 1%50
0%05 0%05
1%50 1%50
0%05 0%05
Pe(% $aa/ (e../g 9%00 10%15
3
0%00
3
0%00
3
0%00
3
0%00
2
Pe(% *o a/a. eo/ 1 : 3 : 5 9%00 7%15
4
Pe(% Uga/
3
0%00
2%00 2%00
Pe( *a P./ 2%10 2%10 2%10
0%85 0%75 0%65
1%00 3%00 1%00
2%10 2%10 2%10
0%85 0%75 0%65
1%00 3%00 1%00
0%00
A.
PEKERJAAN PENDAHULUAN. PENDAHULUAN. 1.
Pek. Pe!e"#$%&' k&#$. 21
2.
12
252
19
2
38
7
2
14 >
Pek. P&#.*+&'k -&' Pe'/k/"&'.
52
*.
PEKERJAAN PNDA. 1.
Pek. &$&' &'&% P'-&#$. 1
1
1%4
10
14
3%25
0%2
0%3
8
1%56
4
0%2
0%3
5
16,76 3 2.
Pek. U"/&' &#$" !&+&% '-&#$.
4,70 x 3,95 x 0,10 x 4 = 7,426 1,00 x 1,00 x 0,10 x 10 = 1,00 3,25 x 0,20 x 0,10 x 8 = 0,52 4,00 x 0,20 x 0,10 x 5 = 0,40 9,346 3 3.
Pek. " &'&$ ke"& ke"& 1 : 3 : 5.
4,70 x 3,95 x 0,10 x 4 = 7,426 1,00 x 1,00 x 0,10 x 10 = 1,00 3,25 x 0,20 x 0,10 x 8 = 0,52 4,00 x 0,20 x 0,10 x 5 = 0,40 9,346 3 4.
Pek. " '-&#$ & #ee&.
1,00 x 1,00 x 0,30 x 10 = 3,00 3 .
PEKERJAAN *ALK. 1.
Pek. " *&k ; P'-&#$, L 2 < R$' *&k.
0,85 x 0,30 x 0,40 x 2
= 0,204
4,70 x 0,20 x 0,40 x 1
= 0,376
3,25 x 0,30 x 0,40 x 24 = 9,36 4,00 x 0,30 x 0,40 x 15 = 7,20 17,14 3 D.
PEKERJAAN KL. 1.
Pek. K L 1 < L 2.
0,30 x 0,30 x 3,90 x 20 = 7, 02 E.
PEKERJAAN LANA. 1.
Pek. " L&'&$.
((4,85 x 4,10) – (0,075 x 0,075 x 4)) x 0,10 = 1,98625 2.
Pek. " P& L&'&$.
((4,85 x 4,10) – (0,075 x 0,075 x 4)) x 0,15 = 2,979375 3.
Pek. " P& A&.
1%2 > 16%76
((4,85 x 4,10) – (0,075 x 0,075 x 4)) x 0,15 = 2,979375 4.
Pek. " P& K&'$.
((0,85 x 4,85) – (0,075 x 0,075 x 2)) x 0,15 = 0,6166875
