analisa k 2014.xlsx

8/10/2019 Analisa K 2014.xlsx

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EMERINTAH KABUPATEN WONOSOB

DINAS PEKERJAAN UMUMJl. Banyumas Km. 05 Kalieran Sel!mer"!

Tel# $ 0%&' ( )%*0+, W!n!s!-!

DATAR HAR/A SATUAN UPAH DIBORON/KAN

NO. PEKERJA KODE KET.

1 Buruh lapangan tak terlatih L.101 Org/Hr 38,500.00

2 Buruh lapangan semi terlatih L.103 Org/Hr 41,250.00

3 Buruh lapangan terlatih L.106 Org/Hr 44,000.00

4 Man!r lapangan L.061 Org/Hr 4",500.00

5 Mekanik L.0#1 Org/Hr 5#,400.00

6 Mekanik pem$antu L.0#2 Org/Hr 52,800.00

# %epala &ukang L.0#3 Org/Hr 55,000.00

8 &ukang L.0#" Org/Hr 4",500.00

" Operat!r terlatih L.081 Org/Hr 5#,400.00

10 'em$antu Operat!r L.082 Org/Hr 53,#"0.00

11 (!pir tru)k L.0"1 Org/Hr 5#,400.00

12 'em$antu s!pir L.0"2 Org/Hr 52,800.00

*!n!s!$!, +anuari 2014

%epala inas 'eker-aan mum%a$upaten *!n!s!$!

r. ('&O , MM

'em$ina tama Mua

'. 1"60021" 1""003 1 004

2OUMESATUAN

SATUAN UPAH$ R#. (


2/193


3/193

PEMERINTAH KABUPATDINAS PEKERJAA

Jl. Banyumas Km. 05 Kaliera

Tel# $ 0%&' ( )%*0+, W

DATAR HAR/A SATUAN MATERIA DIBOR

NO. BAHAN MATERIA KODE2O.

SATUAN

1 $u Batu M.022 M3

2 lat $antu M.1#0 (&

3 spal M.061 %

4 spal urah M.061.a %

5 mplas 7 LB

6 Batu $ata 7 BH

# Batu tempel 7 M3

8 Batu %ali M.010.a M3

" Batu gunung M.010 M3

10 Batu Belah Batu %ali 9 M.010.$ M311 Batu pe)ah tangan 10 7 15 )m M.020 M3

12 Batu pe)ah tangan 5 7 # )m M.022 M3

13 Batu pe)ah tangan 3 7 5 )m 7 M3

14 Batu pe)ah tangan 2 7 3 )m 7 M3

15 Batu pe)ah mesin 3 7 5 )m M.023 M3

16 Batu pe)ah mesin 2 7 3 )m M.024 M3

1# Batu pe)ah mesin 1 7 2 )m M.025 M3

18 Batu pe)ah mesin 1 7 1 )m M.02# M3

1" Batu pe)ah mesin 0.5 7 1 )m M.026 M3

20 Bam$u apus 7 Bt

21 Bam$u petung 7 Bt

22 Besi tulangan $et!n p!l!s M.16# %

23 Besi tulangan $et!n ulir M.16#.a %

24 Besi pr!:l ; 60 7 %

25 Besi pr!:l < 60 7 %

26 Besi ' 7 %


4/193

2# Besi 'lat 7 %

28 Besi siku 30.30.3 7 B&

2" Besi siku 40.40.4 7 B&

30 Besi siku 50.50.5 7 B&

31 at &em$!k e)!lit 7 %

32 at tem$!k )at=la) 7 %

33 at Besi mutu $aik 7 %


SATUAN

34 at lumunium 7 %

35 >iller M.080 %

36 anti rugi kerikil sungai r!=alti M.12 M3

3# !r!ng7g!r!ng ia 15 )m 7 BH

38 !r!ng7g!r!ng ia 20 )m 7 BH

3" !r!ng7g!r!ng ia 30 )m 7 BH


41 !r!ng7g!r!ng ia 50 )m 7 BH42 !r!ng7g!r!ng ia 60 )m 7 BH





4# !r!ng7g!r!ng ia 60 )m 7 BH


4" !r!ng7g!r!ng ia 100 )m 7 BH

50 'ipa al?anis ia 4 @ Meium B 7 B&


52 'ipa al?anis ia 2.5 @ Meium B B&

53 'ipa al?anis ia 1.5 @ Meium B 7 B&


55 'ipa al?anis ia 3/4 @ Meium B 7 B&

56 'ipa al?anis ia 1/2 @ Meium B 7 B&

5# -uk 7 %


5/193

58 %erikil sungai galian M.12 M3

5" %apur M3

60 %anstin 7 BH

61 %a=u Bakar M.065.$ M3

62 %aAat $r!n-!ng gal?. 4 mm M.162.a %

63 %aAat $r!n-!ng gal?. 3 mm M.162 %

64 %aAat $r!n-!ng pa$rikan ia 2.#/unit 210,59 meter M.162.a BH

65 %aAat $r!n-!ng pa$rikan ia 3.0/unit 210,59 meter M.162.$ BH

66 %aAat $et!n M.16# %

6# %aAat las listrik 7 %

68 %uas 7 Bh

6" %a=u untuk peran)ah M.180 M3

#0 %a=u $engkirai M.181.a M3

#1 %a=u kruing M.181.$ M3

#2 %a=u -ati M.181.) M3

#3 Meni 7 %

#4 Min=ak $akar M.065 L&

#5 Min=ak )at M.065.a L&

#6 Min=ak s!lar M.183 L&

## Min=ak pelumas M.185 L&


SATUAN

#8 Min=ak 'rimium M.184 L&

#" 'asir rug M.040 M3

80 'asir 'asang M.041.a M3

81 'asir Bet!n M.041.$ M3

82 'aku M.166 %

83 'aku tata$an M.166.$ BH

84 'ipa 'C 2@ t=pe * 7 Bt

85 'ipa 'C 3@ t=pe * 7 Bt

86 'ipa 'C 4@ t=pe * 7 Bt

8# 'ipa 'C 5@ t=pe * 7 Bt

88 'lamuur 7 %

8" 'a?ing natural te$al 6 )m %.1#5 7 M2


6/193

"0 'a?ing natural te$al 6 )m %.225 7 M2


"2 'a?ing Aarna te$al 6 )m %.1#5 7 M2

"3 'a?ing natural te$al 8 )m %.1#5 7 M2



"6 'a?ing Aarna te$al 8 )m %.1#5 7 M2

"# !ster $et!n 7 BH

"8 (emen ' 50 %g 9 M.080 D%

"" (emen 'utih 40 %g 9 M.080 D%

100 (eng sari B+L( 20 le$ar 60 )m 7 ME

101 (irtu !=alti M.12.a M3

102 (irtu M.042 M3

103 &anah Biasa M.050.a M3

104 &anah liat M.050.$ M3

105 &im$unan pilihan M.050.) M3

106 &anah ge$al M.050. M2

*!n!s

%epala

%a$

r. (

'em

'. 1"6


7/193

N WONOSOBOUMUM

n Sel!mer"!

!n!s!-!

N/KAN

HAR/AKET.

SATUAN

242,000.00

31,300.00

11,100.00

10,500.00

4,600.00

1,300.00

10",450.00

1#0,500.00

154,000.00

165,000.001#6,000.00

1"3,050.00

211,"00.00

214,400.00

2##,#00.00

266,200.00

2"5,#00.00

30",000.00

310,200.00

32,450.00

31,"00.00

16,#00.00

1#,"00.00

33,000.00

33,000.00

33,000.00


8/193

33,000.00

143,000.00

21#,600.00

2"8,650.00

1",250.00

25,200.00

#2,050.00

HA 1 +.

HAR/AKET.

SATUAN

42,500.00

3,421.00 1430

22,500.00

35,000.00

64,350.00

8",400.00

110,550.00

1#8,200.00100,500.00

41,600.00

4#,200.00

61,050.00

81,000.00

100,500.00

164,450.00

1#6,440.00

66#,400.00

510,"50.00

43",450.00

45#,050.00

1"#,#00.00

153,450.00

128,#00.00

",350.00


9/193

155,300.00

42#,300.00

43,200.00

221,650.00

25,300.00

25,300.00

406,450.00

448,250.00

16,500.00

34,650.00

12,000.00

2,432,100.00

10,#56,"00.00

6,354,#00.00

11,660.00

34,400.00

11,000.00

21,100.00

6,#00.00

41,800.00

HA 1 5.

HAR/AKET.

SATUAN

#,300.00

121,000.00

1"2,500.00

220,000.00

2#,800.00

16,800.00

104,800.00

14#,200.00

243,"00.00

410,"00.00

33,550.00

5",300.00


10/193

65,000.00

#0,000.00

65,"00.00

#5,500.00

8#,000.00

"4,000.00

#","00.00

10,"00.00

#1,500.00

"5,#00.00

3",200.00

1#1,050.00

165,000.00

60,500.00

#1,500.00

66,000.00

53,100.00

$!, +anuari 2014

inas 'eker-aan mum

paten *!n!s!$!

'&O , MM

$ina tama Mua

0021" 1""003 1 004

HA 1 '.


11/193

DATAR ANAISA

L( B '%+( '%+ MM 'L B( 'OLO( MMO&O,

%B'& *OO(OBO MM( B( &L

M% BH 9

'O'( %O %B'& %O

+* &H 33 *OO(OBO 0#

' % + +MLH

H %O+MLH 'H

O Hr7Org 9 p./Hr/Org 9

P Man!r 1.00 1.00 L.061 1.00 4",500.00E &ukang 1.00 1.00 L.0#" 1.00 4",500.00

K Buruh semi terlatih 2.00 1.00 L.103 2.00 41,250.00

E Buruh tak terlatih 2.00 1.00 L.101 2.00 38,500.00

R

J

A

M&LCOLM (& %O H

M (&. p. 9

AT Besi an kaAat $et!n 225.00 kg M.16# 16,#00.00

E lat Bantu 0.20 set M.1#0 31,300.00

R

I

A

'L&+MLH H %O +M B

P L& %+ %+ p./+M 9

E

R

A

A

T

A

N

COLM 200.00 (& F kg H (& p 9 FG&&


12/193

HA 1 5'.


13/193

%O MB%O%

9 K.3*5.a

(( OLH F

(B B M

B (B &O&L

p. 9 p. 9

4",500.004",500.00

82,500.00

##,000.00

258,500.00

B (B +MLH

p. 9 p. 9

3,#5#,500.00

6,260.00

3,#63,#60.00

B (B +MLH

p. / +M 9 p. 9

7

+MLH p9 4,022,260.00

20,111.30 per kg


14/193


15/193

DATAR ANAISA

ANAIS SAT URAIANHAR/A SAT. UPAH BAHAN

$R#( $R#( $R#(

.24 % 'M( +% / %g

1.2000 i-uk ",350.00 11,220.00

0.1500 'eker-a 38,500.00 5,##5.00

0.0150 Man!r 4",500.00 #42.50

6,51#.50 11,220.00

.13.a m3 '( B& %O(O

1.2000 Bt pe)ah 10/15 1#6,000.00 211,200.00

0.#800 'eker-a 38,500.00 30,030.00

0.3"00 &ukang 4",500.00 1",305.000.03"0 %epala &ukang 55,000.00 2,145.00

0.03"0 Man!r 4",500.00 1,"30.50

53,410.50 211,200.00

C.25 m2 '( O(&

8.0000 !ster 10,"00.00 8#,200.00

12.8000 %g ' 1,430.00 18,304.00

0.0350 'asir pasang 1"2,500.00 6,#3#.50

0.3000 'eker-a 38,500.00 11,550.00

0.1000 &ukang 4",500.00 4,"50.00

0.0100 %epala &ukang 55,000.00 550.00

0.1500 Man!r 4",500.00 #,425.00

24,4#5.00 112,241.50

C.3 m2 'L(& 1F3 &BL 15 MM

6.4800 %g ' 1,430.00 ",266.40

0.01"0 m3 'asir 'asang 1"2,500.00 3,65#.50


16/193

0.2000 'eker-a 38,500.00 #,#00.00

0.1500 &ukang 4",500.00 #,425.00

0.0150 %epala &ukang 55,000.00 825.00

0.0100 Man!r 4",500.00 4"5.00

16,445.00 12,"23."0

C.31 mE 'L(& (%O 1F2

0.5000 %g ' 1,430.00 #15.00

0.0020 m3 'asir 'asang 1"2,500.00 385.00

0.05#0 'eker-a 38,500.00 2,1"4.50

0.0380 &ukang 4",500.00 1,881.00

0.0380 %epala &ukang 55,000.00 2,0"0.00

0.0020 Man!r 4",500.00 "".00

6,264.50 1,100.00

HA


$R#( $R#( $R#(

C.35 m2 'L(& ( ' 1F2

4.3200 %g ' 1,430.00 6,1##.60

0.0160 m3 'asir 'asang 1"2,500.00 3,080.00

0.1500 'eker-a 38,500.00 5,##5.00

0.0#00 &ukang 4",500.00 3,465.00

0.00#0 %epala &ukang 55,000.00 385.00

0.0080 Man!r 4",500.00 3"6.00

10,021.00 ",25#.60

.#0.a m2 'C * %.1#5 &BL 6 M1.0000 'a?ing Aarna 6)m 65,"00.00 65,"00.00

0.1000 m3 'asir rug 121,000.00 12,100.00

0.2000 &ukang 4",500.00 ","00.00

0.0200 %epala &ukang 55,000.00 1,100.00

0.4000 'eker-a 38,500.00 15,400.00

0.0200 Man!r 4",500.00 ""0.00

2#,3"0.00 #8,000.00


17/193

.#0.$ m2 'C &L %.1#5 &BL 6 M

1.0000 'a?ing natural 6)m 5",300.00 5",300.00

0.1000 m3 'asir rug 121,000.00 12,100.00

0.2000 &ukang 4",500.00 ","00.00

0.0200 %epala &ukang 55,000.00 1,100.00

0.4000 'eker-a 38,500.00 15,400.00

0.0200 Man!r 4",500.00 ""0.00

2#,3"0.00 #1,400.00

.#0.$.1 m2 'C &L %.225 &BL 6 M

1.0000 'a?ing natural 6)m 65,000.00 65,000.00

0.1000 m3 'asir rug 121,000.00 12,100.00

0.2000 &ukang 4",500.00 ","00.00

0.0200 %epala &ukang 55,000.00 1,100.00

0.4000 'eker-a 38,500.00 15,400.00

0.0200 Man!r 4",500.00 ""0.00

2#,3"0.00 ##,100.00

.#0.$.2 m2 'C &L %.300 &BL 6 M

1.0000 'a?ing natural 6)m #0,000.00 #0,000.00

0.1000 m3 'asir rug 121,000.00 12,100.00

0.2000 &ukang 4",500.00 ","00.00

0.0200 %epala &ukang 55,000.00 1,100.00

0.4000 'eker-a 38,500.00 15,400.00

0.0200 Man!r 4",500.00 ""0.002#,3"0.00 82,100.00

.#0.) m2 'C &L %.1#5 &BL 8 M

1.0000 'a?ing natural 8)m #5,500.00 #5,500.00

0.1000 m3 'asir rug 121,000.00 12,100.00

0.2000 &ukang 4",500.00 ","00.00

0.0200 %epala &ukang 55,000.00 1,100.00

0.4000 'eker-a 38,500.00 15,400.00

0.0200 Man!r 4",500.00 ""0.002#,3"0.00 8#,600.00

.#0.).1 m2 'C &L %.225 &BL 8 M

1.0000 'a?ing natural 8)m 8#,000.00 8#,000.00

0.1000 m3 'asir rug 121,000.00 12,100.00

0.2000 &ukang 4",500.00 ","00.00

0.0200 %epala &ukang 55,000.00 1,100.00

0.4000 'eker-a 38,500.00 15,400.00


18/193

0.0200 Man!r 4",500.00 ""0.00

2#,3"0.00 "",100.00

.#0.).2 m2 'C &L %.300 &BL 8 M

1.0000 'a?ing natural 8)m "4,000.00 "4,000.00

0.1000 m3 'asir rug 121,000.00 12,100.00

0.2000 &ukang 4",500.00 ","00.00

0.0200 %epala &ukang 55,000.00 1,100.00

0.4000 'eker-a 38,500.00 15,400.00

0.0200 Man!r 4",500.00 ""0.00

2#,3"0.00 106,100.00

.#0.$1 m2 'C * &BL 8 M

1.0000 'a?ing Aarna 8)m #","00.00 #","00.00

0.1000 m3 'asir rug 121,000.00 12,100.00

0.2000 &ukang 4",500.00 ","00.00

0.0200 %epala &ukang 55,000.00 1,100.00

0.4000 'eker-a 38,500.00 15,400.00

0.0200 Man!r 4",500.00 ""0.00

2#,3"0.00 "2,000.00

.#0.) m2 &L(H

0.1834 Batu pe)ah 10/15 1#6,000.00 32,2#3.12

0.2000 &ukang 4",500.00 ","00.00

0.0200 %epala &ukang 55,000.00 1,100.000.4000 'eker-a 38,500.00 15,400.00

0.0200 Man!r 4",500.00 ""0.00

2#,3"0.00 32,2#3.12

.#0. m2 &L(H '(

0.1834 Batu pe)ah 10/15 1#6,000.00 32,2#3.12

0.1000 m3 'asir rug 121,000.00 12,100.00

0.2000 &ukang 4",500.00 ","00.00

0.0200 %epala &ukang 55,000.00 1,100.00

0.4000 'eker-a 38,500.00 15,400.000.0200 Man!r 4",500.00 ""0.00

2#,3"0.00 44,3#3.12

C.10 m2 M& &MBO% L B

0.1000 'lamuur 33,550.00 3,355.00

0.1000 %g )at asar 1",250.00 1,"25.00

0.2600 %g )at tem$!k 1",250.00 5,005.00

0.0200 'eker-a 38,500.00 ##0.00


19/193

0.0630 &ukang 4",500.00 3,118.50

0.0063 %epala &ukang 55,000.00 346.50

0.0025 Man!r 4",500.00 123.#5

4,358.#5 10,285.00

HA


$R#( $R#( $R#(

C.12 m2 M& B+ M

0.1000 Meni Besi #2,050.00 #,205.00

0.0100 %uas 12,000.00 120.00

0.0200 'eker-a 38,500.00 ##0.00

0.2000 &ukang 4",500.00 ","00.00

0.0200 %epala &ukang 55,000.00 1,100.00

0.0100 Man!r 4",500.00 4"5.00

12,265.00 #,325.00

&tk 1 M ML( L( L(&% &BL 4 MM

0.0050 &ukang 4",500.00 24#.50

0.0050 %epala &ukang 55,000.00 2#5.00

0.0100 'eker-a 38,500.00 385.00

0.0025 Man!r 4",500.00 123.#5

0.0400 %g. %aAat las listrik 34,650.00 1,386.00

0.0300 Ltr (!lar 6,#00.00 201.00

0.0040 Ltr 'elumas 41,800.00 16#.20

0.0050 !l lat $antu listrik 31,300.00 156.50

1,031.25 1,"10.#0

B.1I2 M2 BL M'&0.0800 'eker-a 38,500.00 3,080.00

0.4000 Man!r 4",500.00 1",800.00

0.1000 m3 tanah ge$al 53,100.00 5,310.00

22,880.00 5,310.00

>.6 %g. MM( B( L

0.0010 &ukang 4",500.00 4".50

0.0001 %epala &ukang 55,000.00 5.50


20/193

0.0050 'eker-a 38,500.00 1"2.50

0.0025 Man!r 4",500.00 123.#5

3#1.25 7

>." M2 &&B +MB& % B%

0.#500 &ukang 4",500.00 3#,125.00

0.0#50 %epala &ukang 55,000.00 4,125.00

0.2500 'eker-a 38,500.00 ",625.00

0.0125 Man!r 4",500.00 618.#5

0.0800 M3 %a=u $engkirai JJJ 860,552.00

8.0000 BH. 'aku tata$an 16,800.00 134,400.00

51,4"3.#5 ""4,"52.00

H.15 ME 'L&

0.6000 &ukang 4",500.00 2",#00.00

0.0600 %epala &ukang 55,000.00 3,300.00

0.3500 'eker-a 38,500.00 13,4#5.00

0.01#5 Man!r 4",500.00 866.25

1.0000 L$. (eng sari 3",200.00 3",200.00

0.0001 M3 %a=u $engkirai JJJ 1,0#5.6"

0.3500 %g. 'aku seng 2#,800.00 ",#30.00

4#,341.25 50,005.6"

HA


$R#( $R#( $R#(

%.5 '!t. MMO&O B( L

1.0000 &ukang 4",500.00 4",500.001.0000 %epala &ukang 55,000.00 55,000.00

0.3330 'eker-a 38,500.00 12,820.50

11#,320.50 7

%.34 M2 M& B(

0.1500 &ukang 4",500.00 #,425.00

0.00#5 'eker-a 38,500.00 288.#5

#,#13.#5 7

L.6 &tk. MBO B( L


21/193

0.0500 &ukang 4",500.00 2,4#5.00

0.0500 'eker-a 38,500.00 1,"25.00

4,400.00 7

.54 m2 & &MBO% 'H & 1 & 9, + L(

H '% &% '%+ 'MLH

0.13000 at tem$!k )atila) 25,200.00 3,2#6.00

0.04000 'eker-a 38,500.00 1,540.00

0.00500 &ukang 4",500.00 24#.50

0.00050 %epala &ukang 55,000.00 2#.50

1,815.00 3,2#6.00

.54.a m2 M& ( B& M% 'H & 1 & 9, +

H '% &% '%+ 'MLH

0.15000 at tem$!k )atila) 25,200.00 3,#80.00

0.06000 'eker-a 38,500.00 2,310.00

0.00#50 &ukang 4",500.00 3#1.25

0.000#5 %epala &ukang 55,000.00 41.25

2,#22.50 3,#80.00

HA


22/193

JUMAH

$R#(

*343)3.50

%'+4'*0.50

*)'43*'.50


23/193

%,4)'&.,0

34)'+.50

1 '&.

JUMAH

$R#(

*,4%3&.'0

*054),0.00


24/193

,&43,0.00

*0+4+,0.00

*0,4+,0.00

**+4,,0.00


25/193

*%'4+,0.00

*))4+,0.00

**,4),0.00

5,4'').*%

3*43').*%


26/193

*+4'+).35

1 ',.

JUMAH

$R#(

*,45,0.00

%4,+*.,5

%&4*,0.00


27/193

)3*.%5

,34)+'.,+

1 30.

JUMAH

$R#(

**34)%0.50

343*).35


28/193

+4+00.00

540,*.00

L(

'450%.50

1 3*.


29/193

DATAR HAR/A ANAISA AATPER JAM

NO KODE NAMA AAT HAR/A

1 .001 Bul!Ker 302,6"5.80

2 .010 raer 288,406.00

2 .020 )a?at!r 31#,122.00

3 .031 'eme)ah $atu 403,"83.36

4 .040 ()reening plant 160,6"6.83

5 .052 L!aer * 240,122.00

6 .080 Mesin ilas 8 &!n 104,862.80

# .081 Mesin ilas 6 &!n 100,462.808 .082 Mesin ilas 2,5 &!n 8",462.80

" .083 *aker #8,462.80

10 .084 &ire r!ller 180,666.00

11 .08# Ci$rat!r r!ller 64,25".60

12 .088 Ci$rat!r plat stamper 2#,2"1.20

13 .08" Bet!n ?i$rat!r 14,1#1.20

14 .154 spalt spa=er 31,25".60

15 .155 M' 6"",#12.66

16 .15# spat >iniser 181,5#3.44

1# .182 *ater tank tru)k 1#0,"84.5418 .211 ump tru)k 3,5 t!n 1#3,216.80

1" .214 ump tru)k 10 t!n 182,824.00

20 .252 Bet!n m!len 24,228.00

21 .301 !mpress!r MB 48,456.00

22 .341 *ater pump 32,582.40

HA 1 3%.


30/193


31/193


32/193


33/193

SUB DINAS BINA MAR/A

DINAS PEKERJAAN UMUM ANAISA BIA6A PERAATAN

KABUPATEN WONOSOBO

'O'( %O %B'& %O

+* &H 33 *OO(OBO 0 #

+( L& F BUDO7ER

H F 550.000 alam -utaan rupiah 9

H B F 7

550.000

M %+ F 8 &ahun F ".600 +am ker-a

1 &ahun F 300 hari ker-a

tau F 1,200 +am F engan 5 -am/hari 9

.B 'ML% O*(H' O(& 9

1. epresiasi F 0."0 Harga >

+a

0."0 550.000 0.20483

1,200

2. Lain 7 lain F

suransi 3 /tahun I ''n 10 0.03 harga

tahun

0.03 550.000 106

1200

(u$ t!tal


34/193

B.B O'( O'& O(& 9 p. /+am 9

%e$utuhan $ahan $akar an pelumas tiap H'

iesel N 0.160 liter / H' / -am

Bensin N 0.1#0 liter / H' / -am

'elumas N 0.006 liter / H' / -am

Harga (!lar / Min=ak

iesel N p. 6,#00.00 / liter

Bensin N p. #,300.00 / liter

'elumas N p. 41,800.00 / liter

Bahan $akar N 0.160 110.00 6,#00.0

'elumas N 0.006 110.00 41,800.0

'er$aikan an (pareparts N 0.600 "8,242.38

60 epresiasi 9

(u$ t!tal

&O&L

.&O&L B 'ML% B O'(OL L&

I B N "8,242.38 I 204,453.43 N

tau N 5 302,6"5.80 N


35/193



KABUPATEN WONOSOBO

'O'( %O %B'& %O

+* &H 33 *OO(OBO 0 #

+( L& F /RADER


H B F 7

500.000

M %+ F 8 &ahun F 12.000 +am ker-a



.B 'ML% O*(H' O(& 9


+a

0."0 500.000 0.20483

1,200

2. Lain 7 lain F


tahun

0.03 500.000 106

1200

(u$ t!tal


36/193

B.B O'( O'& O(& 9 p. /+am 9









Bahan $akar N 0.160 110.00 6,#00.0

'elumas N 0.006 110.00 41,800.0

'er$aikan an (pareparts N 0.600 8",311.25

60 epresiasi 9

(u$ t!tal

&O&L


I B N 8",311.25 I 1"",0"4.#5 N

tau N 5 288,406.00 N




37/193

KABUPATEN WONOSOBO

'O'( %O %B'& %O

+* &H 33 *OO(OBO 0 #

+( L& F PEME8AH BATU


H B F 7

550.000

M %+ F 10 &ahun F 15,000 +am ker-a



.B 'ML% O*(H' O(& 9


+a

0."0 550.000 0.18062

1,500

2. Lain 7 lain F


tahun

0.03 550.000 106

1,500

(u$ t!tal

B. B O'( O'& O(& 9 p. /+am 9


38/193









Bahan $akar N 0.160 220.00 6,#00.0

'elumas N 0.006 220.00 41,800.0

'er$aikan an (pareparts N 0.600 #0,604.60

60 epresiasi 9

(u$ t!tal

&O&L


I B N #0,604.60 I 333,3#8.#6 N

tau N 5 403,"83.36 N



KABUPATEN WONOSOBO


39/193

'O'( %O %B'& %O

+* &H 33 *OO(OBO 0 #

+( L& F E98A2ATOR

H F 7 alam -utaan rupiah 9

H B F 7

7

M %+ F 8 &ahun F 12,000 +am ker-a



.B 'ML% O*(H' O(& 9

1. H (* L& ' +M

(u$ t!tal

B. B O'( O'& O(& 9 p. /+am 9









Bahan $akar N 0.160 115.00 6,#00.0


40/193

'elumas N 0.006 115.00 41,800.0

'er$aikan an (pareparts N 0.600 103,125.00

60 epresiasi 9

(u$ t!tal

&O&L


I B N 103,125.00 I 213,""#.00 N

tau N 5 31#,122.00 N



KABUPATEN WONOSOBO

'O'( %O %B'& %O


41/193

+* &H 33 *OO(OBO 0 #

+( L& F S8REENIN/ PANT


H B F 7

240.000

M %+ F 8 &ahun F 12,000 +am ker-a



.B 'ML% O*(H' O(& 9


+a

0."0 240.00 0.20483

1,500

2. Lain 7 lain F


tahun

0.03 240.000 106

1,500

(u$ t!tal

B. B O'( O'& O(& 9 p. /+am 9






42/193





Bahan $akar N 0.160 80.00 6,#00.0

'elumas N 0.006 80.00 41,800.0

'er$aikan an (pareparts N 0.600 34,2"5.52

60 epresiasi 9

(u$ t!tal

&O&L


I B N 34,2"5.52 I 126,401.31 N

tau N 5 160,6"6.83 N



KABUPATEN WONOSOBO

'O'( %O %B'& %O

+* &H 33 *OO(OBO 0 #


43/193

+( L& F OADER


H B F 7

7

M %+ F 8 &ahun F 12,000 +am ker-a



.B 'ML% O*(H' O(& 9

1. H (* L& ' +M

(u$ t!tal

B. B O'( O'& O(& 9 p. /+am 9









Bahan $akar N 0.160 115.00 6,#00.0

'elumas N 0.006 115.00 41,800.0


60 epresiasi 9

(u$ t!tal


44/193

&O&L


I B N 55,000.00 I 185,122.00 N

tau N 5 240,122.00 N



KABUPATEN WONOSOBO

'O'( %O %B'& %O

+* &H 33 *OO(OBO 0 #


45/193

+( L& F MESIN /IAS & TON


H B F 7

7

M %+ F 10 &ahun F 15 +am ker-a



.B 'ML% O*(H' O(& 9

1. H (* L& ' +M

(u$ t!tal

B. B O'( O'& O(& 9 p. /+am 9









Bahan $akar N 0.160 51.00 6,#00.0

'elumas N 0.006 51.00 41,800.0

'er$aikan an (pareparts N 0.600 23,3#5.00

60 epresiasi 9

(u$ t!tal

&O&L


46/193


I B N 23,3#5.00 I 81,48#.80 N

tau N 5 104,862.80 N



KABUPATEN WONOSOBO

'O'( %O %B'& %O

+* &H 33 *OO(OBO 0 #

+( L& F MESIN /IAS ' TON



47/193

H B F 7

7




.B 'ML% O*(H' O(& 9

1. H (* L& ' +M

(u$ t!tal

B. B O'( O'& O(& 9 p. /+am 9









Bahan $akar N 0.160 51.00 6,#00.0

'elumas N 0.006 51.00 41,800.0


60 epresiasi 9

(u$ t!tal

&O&L



48/193

I B N 20,625.00 I #",83#.80 N

tau N 5 100,462.80 N



KABUPATEN WONOSOBO

'O'( %O %B'& %O

+* &H 33 *OO(OBO 0 #

+( L& F MESIN /IAS %45 TON


H B F 7

7


49/193




.B 'ML% O*(H' O(& 9

1. H (* L& ' +M

(u$ t!tal

B.B O'( O'& O(& 9 p. /+am 9









Bahan $akar N 0.160 51.00 6,#00.0

'elumas N 0.006 51.00 41,800.0

'er$aikan an (pareparts N 0.600 13,#50.00

60 epresiasi 9

(u$ t!tal

&O&L


I B N 13,#50.00 I #5,#12.80 N


50/193

tau N 5 8",462.80 N



KABUPATEN WONOSOBO

'O'( %O %B'& %O

+* &H 33 *OO(OBO 0 #

+( L& F WAKER


H B F 7

7




51/193


.B 'ML% O*(H' O(& 9

1. H (* L& ' +M

(u$ t!tal

B.B O'( O'& O(& 9 p. /+am 9









Bahan $akar N 0.160 51.00 6,#00.0

'elumas N 0.006 51.00 41,800.0


60 epresiasi 9

(u$ t!tal

&O&L


I B N 6,8#5.00 I #1,58#.80 N

tau N 5 #8,462.80 N


52/193



KABUPATEN WONOSOBO

'O'( %O %B'& %O

+* &H 33 *OO(OBO 0 #

+( L& F TIRE ROER


H B F 7

7

M %+ F 10 &ahun F 15,000 +am ker-a




53/193

.B 'ML% O*(H' O(& 9

1. H (* L& ' +M

B. B O'( O'& O(& 9 p. /+am 9









Bahan $akar N 0.160 "5.00 6,#00.0

'elumas N 0.006 "5.00 41,800.0


60 epresiasi 9

(u$ t!tal

&O&L


I B N 34,3#5.00 I 146,2"1.00 N

tau N 5 180,666.00 N


54/193



KABUPATEN WONOSOBO

'O'( %O %B'& %O

+* &H 33 *OO(OBO 0 #

+( L& F 2IBRATOR ROER


H B F 7

7

M %+ F 6 &ahun F #.200 +am ker-a



.B 'ML% O*(H' O(& 9


55/193

1. H (* L& ' +M

(u$ t!tal

B. B O'( O'& O(& 9 p. /+am 9









Bahan $akar N 0.160 #.00 6,#00.0

'elumas N 0.006 #.00 41,800.0


60 epresiasi 9

(u$ t!tal

&O&L


I B N 34,3#5.00 I 2",884.60 N

tau N 5 64,25".60 N


56/193



KABUPATEN WONOSOBO

'O'( %O %B'& %O

*OO(OBO+* &H 33 0 #

+( L& F PATE 2IBRATOR


H B F 7

7

M %+ F 6 &ahun F 4,500 +am ker-a


tau F #50 +am F engan 5 -am/hari 9

.B 'ML% O*(H' O(& 9

1. H (* L& ' +M


57/193

(u$ t!tal

B. B O'( O'& O(& 9 p. /+am 9









Bahan $akar N 0.160 4.00 6,#00.0

'elumas N 0.006 4.00 41,800.0


60 epresiasi 9

(u$ t!tal

&O&L


I B N 13,#50.00 I 13,541.20 N

tau N 5 2#,2"1.20 N


58/193



KABUPATEN WONOSOBO

'O'( %O %B'& %O

*OO(OBO+* &H 33 0 #

+( L& F BETON 2IBRATOR


H B F 7

7



tau F 600 +am F engan 5 -am/hari 9

.B 'ML% O*(H' O(& 9

1. H (* L& ' +M


59/193

(u$ t!tal

B. B O'( O'& O(& 9 p. /+am 9

%e$utuhan $ahan $akar an pel F








Bahan $akar N 0.160 4.00 6,#00.0

'elumas N 0.006 4.00 41,800.0


60 epresiasi 9

(u$ t!tal

&O&L


I B N 5,550.00 I 8,621.20 N

tau N 5 14,1#1.20 N


60/193



KABUPATEN WONOSOBO

'O'( %O %B'& %O

+* &H 33 *OO(OBO 0 #

+( L& F ASPA SPRA6ER


H B F 7

7

M %+ F 6 &ahun F #,200 +am ker-a


tau F #,200 +am F engan 5 -am/hari 9

.B 'ML% O*(H' O(& 9

1. H (* L& ' +M

(u$ t!tal

B. B O'( O'& O(& 9 p. /+am 9


61/193









Bahan $akar N 0.160 #.00 6,#00.0

'elumas N 0.006 #.00 41,800.0


60 epresiasi 9

(u$ t!tal

&O&L


I B N 13,#50.00 I 1#,50".60 N

tau N 5 31,25".60 N


62/193



KABUPATEN WONOSOBO

'O'( %O %B'& %O

+* &H 33 *OO(OBO 0 #

+( L& F ASPA MI9IN/ PAT

H F 1,"52.500 alam -utaan rupiah 9

H B F 7

1,"52.500

M %+ F 10 &ahun F 12,000 +am ker-a



.B 'ML% O*(H' O(& 9


+a

0."0 1,"52.500 0.18062

1,200

2. Lain 7 lain F


63/193


tahun

0.03 1,"52.500 106

1200

(u$ t!tal

B. B O'( O'& O(& 9 p. /+am 9









Bahan $akar N 0.160 150.00 6,#00.0

'elumas N 0.006 150.00 41,800.0

'er$aikan an (pareparts N 0.600 313,30#."1

60 epresiasi 9

(u$ t!tal

&O&L


I B N 313,30#."1 I 386,404.#5 N

tau N 5 6"",#12.66 N


64/193



KABUPATEN WONOSOBO

'O'( %O %B'& %O

+* &H 33 *OO(OBO 0 #

+( L& F ASPA INISHER


H B F 7

462.000

M %+ F # &ahun F 8,400 +am ker-a



.B 'ML% O*(H' O(& 9


+a

0."0 462.000 0.22260

1,200

2. Lain 7 lain F


tahun


65/193

0.03 462.000 106

1200

(u$ t!tal

B. B O'( O'& O(& 9 p. /+am 9









Bahan $akar N 0.160 30.00 6,#00.0

'elumas N 0.006 30.00 41,800.0

'er$aikan an (pareparts N 0.600 88,680."0

60 epresiasi 9

(u$ t!tal

&O&L


I B N 88,680."0 I "2,8"2.54 N

tau N 5 181,5#3.44 N


66/193



KABUPATEN WONOSOBO

'O'( %O %B'& %O

+* &H 33 *OO(OBO 0 #

+( L& F WATER TANK TRU8K


H B F 7

82.500

M %+ F 6 &ahun F ",000 +am ker-a


tau F ",000 +am F engan 5 -am/hari 9

.B 'ML% O*(H' O(& 9


+a

0."0 82.500 0.20483

1,500

2. Lain 7 lain F


tahun

0.03 82.500 106


67/193

1500

(u$ t!tal

B. B O'( O'& O(& 9 p. /+am 9









Bahan $akar N 0.160 115.00 6,#00.0

'elumas N 0.006 115.00 41,800.0

'er$aikan an (pareparts N 0.600 11,#8".0"

60 epresiasi 9

(u$ t!tal

&O&L


I B N 11,#8".0" I 15",1"5.45 N

tau N 5 1#0,"84.54 N


68/193



KABUPATEN WONOSOBO

'O'( %O %B'& %O

+* &H 33 *OO(OBO 0 #

+( L& F DUMP TRU8K )45 TON


H B F 7

7




.B 'ML% O*(H' O(& 9

1. H (* L& ' +M

(u$ t!tal

B. B O'( O'& O(& 9 p. /+am 9







69/193




Bahan $akar N 0.160 106.00 6,#00.0

'elumas N 0.006 106.00 41,800.0


60 epresiasi 9

(u$ t!tal

&O&L


I B N 20,625.00 I 152,5"1.80 N

tau N 5 1#3,216.80 N


70/193



KABUPATEN WONOSOBO

'O'( %O %B'& %O

+* &H 33 *OO(OBO 0 #

+( L& F DUMP TRU8K *0 TON


H B F 7

7




.B 'ML% O*(H' O(& 9

1. H (* L& ' +M

(u$ t!tal

B. B O'( O'& O(& 9 p. /+am 9









71/193


Bahan $akar N 0.160 80.00 6,#00.0

'elumas N 0.006 80.00 41,800.0


60 epresiasi 9

(u$ t!tal

&O&L


I B N 48,125.00 I 134,6"".00 N

tau N 5 182,824.00 N




72/193

KABUPATEN WONOSOBO

'O'( %O %B'& %O

+* &H 33 *OO(OBO 0 #

+( L& F BETON MOEN


H B F 7

7




.B 'ML% O*(H' O(& 9

1. H (* L& ' +M

(u$ t!tal

B. B O'( O'& O(& 9 p. /+am 9










73/193

Bahan $akar N 0.160 10.00 6,#00.0

'elumas N 0.006 10.00 41,800.0


60 epresiasi 9

(u$ t!tal

&O&L


I B N 6,8#5.00 I 1#,353.00 N

tau N 5 24,228.00 N



KABUPATEN WONOSOBO


74/193

'O'( %O %B'& %O

+* &H 33 *OO(OBO 0 #

+( L& F 8OMPRESSOR AIR


H B F 7

7




.B 'ML% O*(H' O(& 9

1. H (* L& ' +M

(u$ t!tal

B. B O'( O'& O(& 9 p. /+am 9









Bahan $akar N 0.160 20.00 6,#00.0


75/193

'elumas N 0.006 20.00 41,800.0


60 epresiasi 9

(u$ t!tal

&O&L


I B N 13,#50.00 I 34,#06.00 N

tau N 5 48,456.00 N



KABUPATEN WONOSOBO

'O'( %O %B'& %O


76/193

+* &H 33 *OO(OBO 0 #

+( L& F WATER PUMP $ 5 8M (


H B F 7

7

M %+ F 4 &ahun F 3,000 +am ker-a


tau F #50 +am F engan 5 -am/hari 9

.B 'ML% O*(H' O(& 9

1. H (* L& ' +M

(u$ t!tal

B. B O'( O'& O(& 9 p. /+am 9









Bahan $akar N 0.160 8.00 6,#00.0

'elumas N 0.006 8.00 41,800.0



77/193

60 epresiasi 9

(u$ t!tal

&O&L


I B N 13,#50.00 I 18,832.40 N

tau N 5 32,582.40 N


78/193

KODE

E.00*

isiapkan Oleh F

SUBDIN BINA MAR/A

& F 110.00 H'

M B F 7

>%&O > 9 F 0.20483

paa 12,5 9

1

/tahun

106 N p 84,4"2.38

N p. 13,#50.00

N p. "8,242.38


79/193

N p. 11#,"20.00

N p. 2#,588.00

N p. 58,"45.43

N p. 204,453.43

N p. 302,6"5.80

p 302,6"5.80 / -am

p 1,513,4#".00 / hari

HA 1 3).


80/193

KODE

E.0*0

isiapkan Oleh F

SUBDIN BINA MAR/A

& F 110.00 H'

M B F 7

>%&O > 9 F 0.20483

paa 12,5 9

1

/tahun

106 N p #6,811.25

N p. 12,500.00

N p. 8",311.25


81/193

N p. 11#,"20.00

N p. 2#,588.00

N p. 53,586.#5

N p. 1"",0"4.#5

N p. 288,406.00

p 288,406.00 / -am

p 1,442,030.00 / hari

HA 1 3+.

KODE


82/193

E.0)*

isiapkan Oleh F

SUBDIN BINA MAR/A

& F 220.00 H'

M B F 7

>%&O > 9 F 0.18062

paa 12,5 9

1

/tahun

106 N p 5",604.60

N p. 11,000.00

N p. #0,604.60


83/193

N p. 235,840.00

N p. 55,1#6.00

N p. 42,362.#6

N p. 333,3#8.#6

N p. 403,"83.36

p 403,"83.36 / -am

p 2,01","16.80 / hari

HA 1 35.

KODE

E.0%0


84/193

isiapkan Oleh F

SUBDIN BINA MAR/A

& F 115.00 H'

M B F 7

>%&O > 9 F 0.20483

paa 12,5 9

p 103,125.00

N p. 103,125.00

N p. 123,280.00


85/193

N p. 28,842.00

N p. 61,8#5.00

N p. 213,""#.00

N p. 31#,122.00

p 31#,122.00 / -am

p 1,585,610.00 / hari

HA 1 3'.

KODE

E.0+0

isiapkan Oleh F


86/193

SUBDIN BINA MAR/A

& F 80.00 H'

M B F 7

>%&O > 9 F 0.20483

paa 12,5 9

1

/tahun

106 N p 2",4"5.52

N p. 4,800.00

N p. 34,2"5.52


87/193

N p. 85,#60.00

N p. 20,064.00

N p. 20,5##.31

N p. 126,401.31

N p. 160,6"6.83

p 160,6"6.83 / -am

p 803,484.16 / hari

HA 1 33.

KODE

E.05%

isiapkan Oleh F

SUBDIN BINA MAR/A


88/193

& F 115.00 H'

M B F 7

>%&O > 9 F 0.20483

paa 12,5 9

N p 55,000.00

N p. 55,000.00

N p. 123,280.00

N p. 28,842.00

N p. 33,000.00

N p. 185,122.00


89/193

N p. 240,122.00

p 240,122.00 / -am

p 1,200,610.00 / hari

HA 1 3&.

KODE

E.0&0

isiapkan Oleh F

SUBDIN BINA MAR/A


90/193

& F 51.00 H'

M B F 7

>%&O > 9 F 0.18062

paa 12,5 9

N p 23,3#5.00

N p. 23,3#5.00

N p. 54,6#2.00

N p. 12,#"0.80

N p. 14,025.00

N p. 81,48#.80

N p. 104,862.80


91/193

p 104,862.80 / -am

p 524,314.00 / hari

HA 1 3,.

KODE

E.0&*

isiapkan Oleh F

SUBDIN BINA MAR/A

& F 51.00 H'

M B F 7


92/193

>%&O > 9 F 0.18062

paa 12,5 9

N p 20,625.00

N p. 20,625.00

N p. 54,6#2.00

N p. 12,#"0.80

N p. 12,3#5.00

N p. #",83#.80

N p. 100,462.80


93/193

p 100,462.80 / -am

p 502,314.00 / hari

HA 1 &0.

KODE

E.0&%

isiapkan Oleh F

SUBDIN BINA MAR/A

& F 51.00 H'

M B F 7


94/193

>%&O > 9 F 0.18062

paa 12,5 9

N p 13,#50.00

N p. 13,#50.00

N p. 54,6#2.00

N p. 12,#"0.80

N p. 8,250.00

N p. #5,#12.80

N p. 8",462.80

p 8",462.80 / -am


95/193

p 44#,314.00 / hari

HA 1 &%.

KODE

E.0&)

isiapkan Oleh F

SUBDIN BINA MAR/A

& F 51.00 H'

M B F 7

>%&O > 9 F 0.18062

paa 12,5 9


96/193

N p 6,8#5.00

N p. 6,8#5.00

N p. 54,6#2.00

N p. 12,#"0.80

N p. 4,125.00

N p. #1,58#.80

N p. #8,462.80

p #8,462.80 / -am

p 3"2,314.00 / hari


97/193

HA 1 &).

KODE

E.0&+

isiapkan Oleh F

SUBDIN BINA MAR/A

& F "5.00 H'

M B F 7

>%&O > 9 F 0.18062

paa 12,5 9


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N p 34,3#5.00

N p. 34,3#5.00

N p. 101,840.00

N p. 23,826.00

N p. 20,625.00

N p. 146,2"1.00

N p. 180,666.00

p 180,666.00 / -am

p "03,330.00 / hari


99/193

HA 1 &+.

KODE

E.0&3

isiapkan Oleh F

SUBDIN BINA MAR/A

& F #.00 H'

M B F 7

>%&O > 9 F 0.24668

paa 12,5 9


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N p 34,3#5.00

N p. 34,3#5.00

N p. #,504.00

N p. 1,#55.60

N p. 20,625.00

N p. 2",884.60

N p. 64,25".60

p 64,25".60 / -am

p 321,2"8.00 / hari


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HA 1 &5.

KODE

E.0&&

isiapkan Oleh F

SUBDIN BINA MAR/A

& F 4.00 H'

M B F 7

>%&O > 9 F 0.24668

paa 12,5 9

N p 13,#50.00


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N p. 13,#50.00

N p. 4,288.00

N p. 1,003.20

N p. 8,250.00

N p. 13,541.20

N p. 2#,2"1.20

p 2#,2"1.20 / -am

p 136,456.00 / hari

HA 1 &'.


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KODE

E.0&,

isiapkan Oleh F

SUBDIN BINA MAR/A

& F 4.00 H'

M B F 7

>%&O > 9 F 0.28085

paa 12,5 9

N p 5,550.00


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N p. 5,550.00

N p. 4,288.00

N p. 1,003.20

N p. 3,330.00

N p. 8,621.20

N p. 14,1#1.20

p 14,1#1.20 / -am

p #0,856.00 / hari

HA 1 &3.


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KODE

E.*5+

isiapkan Oleh F

SUBDIN BINA MAR/A

& F #.00 H'

M B F 7

>%&O > 9 F 0.24668

paa 12,5 9

N p 13,#50.00

N p. 13,#50.00


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N p. #,504.00

N p. 1,#55.60

N p. 8,250.00

N p. 1#,50".60

N p. 31,25".60

p 31,25".60 / -am

p 156,2"8.00 / hari

HA 1 &&.


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KODE

E.*55

isiapkan Oleh F

SUBDIN BINA MAR/A

& F 150.00 H'

M B F 7

>%&O > 9 F 0.18062

paa 12,5 9

1

/tahun

106 N p 264,4"5.41


108/193

N p. 48,812.50

N p. 313,30#."1

N p. 160,800.00

N p. 3#,620.00

N p. 18#,"84.#5

N p. 386,404.#5

N p. 6"",#12.66

p 6"",#12.66 / -am

p 3,4"8,563.30 / hari


109/193

HA 1 &,.

KODE

E.*53

isiapkan Oleh F

SUBDIN BINA MAR/A

& F 30.00 H'

M B F 7

>%&O > 9 F 0.2226

paa 12,5 9

1

/tahun

106 N p ##,130."0


110/193

N p. 11,550.00

N p. 88,680."0

N p. 32,160.00

N p. #,524.00

N p. 53,208.54

N p. "2,8"2.54

N p. 181,5#3.44

p 181,5#3.44 / -am

p "0#,86#.20 / hari

HA 1 ,0.


111/193

KODE

E.*&%

isiapkan Oleh F

SUBDIN BINA MAR/A

& F 115.00 H'

M B F 7

>%&O > 9 F 0.20483

paa 12,5 9

1

/tahun

106 N p 10,13".0"

N p. 1,650.00


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N p. 11,#8".0"

N p. 123,280.00

N p. 28,842.00

N p. #,0#3.45

N p. 15",1"5.45

N p. 1#0,"84.54

p 1#0,"84.54 / -am

p 854,"22.68 / hari

HA 1 ,*.


113/193

KODE

E.%**

isiapkan Oleh F

SUBDIN BINA MAR/A

& F 106.00 H'

M B F 7

>%&O > 9 F 0.24668

paa 12,5 9

N p 20,625.00

N p. 20,625.00


114/193

N p. 113,632.00

N p. 26,584.80

N p. 12,3#5.00

N p. 152,5"1.80

N p. 1#3,216.80

p 1#3,216.80 / -am

p 866,084.00 / hari

HA 1 ,%.


115/193

KODE

E.%*+

isiapkan Oleh F

SUBDIN BINA MAR/A

& F 80.00 H'

M B F 7

>%&O > 9 F 0.24668

paa 12,5 9

N p 48,125.00

N p. 48,125.00


116/193

N p. 85,#60.00

N p. 20,064.00

N p. 28,8#5.00

N p. 134,6"".00

N p. 182,824.00

p 182,824.00 / -am

p "14,120.00 / hari

HA 1 ,).

KODE


117/193

E.%5%

isiapkan Oleh F

SUBDIN BINA MAR/A

& F 10.00 H'

M B F 7

>%&O > 9 F 0.26085

paa 12,5 9

N p 6,8#5.00

N p. 6,8#5.00


118/193

N p. 10,#20.00

N p. 2,508.00

N p. 4,125.00

N p. 1#,353.00

N p. 24,228.00

p 24,228.00 / -am

p 121,140.00 / hari

HA 1 ,+.

KODE

E.)0*


119/193

isiapkan Oleh F

SUBDIN BINA MAR/A

& F 20.00 H'

M B F 7

>%&O > 9 F 0.20483

paa 12,5 9

N p 13,#50.00

N p. 13,#50.00

N p. 21,440.00


120/193

N p. 5,016.00

N p. 8,250.00

N p. 34,#06.00

N p. 48,456.00

p 48,456.00 / -am

p 242,280.00 / hari

HA 1 ,5.

KODE

E.)+*

isiapkan Oleh F


121/193

SUBDIN BINA MAR/A

& F 8.00 H'

M B F 7

>%&O > 9 F 0.332#1

paa 12,5 9

N p 13,#50.00

N p. 13,#50.00

N p. 8,5#6.00

N p. 2,006.40

N p. 8,250.00


122/193

N p. 18,832.40

N p. 32,582.40

p 32,582.40 / -am

p 162,"12.00 / hari

HA 1 ,'.


123/193


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23


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151/193


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DATAR HAR/A SEWA AATPER JAM DI DPUK WONOSOBO

NO KODE NAMA AAT HAR/A

1 .020 )a?at!r 103,125.00

2 .052 L!aer * 55,000.00

3 .080 Mesin ilas 8 &!n 23,3#5.00

4 .081 Mesin ilas 6 &!n 20,625.00

5 .082 Mesin ilas 2,5 &!n 13,#50.00

6 .083 *aker 6,8#5.00

# .084 &ire r!ller 34,3#5.00

8 .08# Ci$rat!r r!ller 34,3#5.00

" .088 Ci$rat!r plat stamper 13,#50.00

10 .08" Bet!n ?i$rat!r 5,550.00

11 .154 spalt spa=er 13,#50.00

12 .221 ump tru)k 3,5 t!n 20,625.00

13 .214 ump tru)k 10 t!n 48,125.0014 .252 Bet!n m!len 6,8#5.00

15 .301 !mpress!r MB 13,#50.00

16 .311 enerat!r set 3#5 %C 13,#50.00

1# .341 *ater pump 13,#50.00

HA 1 ,3.


169/193

REKAPITULASI HARGA SATUAN

STANDAR NASIONAL INDONESIA ( SNI )

BANGUNAN GEDUNG DAN PERUMAHAN DIBORONGKAN

TA. 2008 KABUPATEN WONOSOBO

ANALIS URAIAN

1 2

I ANALISA PEKERJAAN PERSIAPANI.1 Pagar kayu sementara t. 2 meter / m1

I.2 Pagar sementara seng t. 2 m / m1

I.3 Pagar sementara kawat duri t. 1.8 m / m1

I.4 Pengukuran dan pemasangan !uplank / m1

I." #ireksi $eet lantai plester / m2

I.6 %udang / m2

I.& P!s 'aga k!nstruksi kayu / m2

I.8 (emersihkan lapangan dan peralatan/m2

I.9 Pemuatan edeng / m2

I.10 Pemuatan ak adukan / m2

I.11 )teger dari amu / m2

I.12 Pemuatan 'alan sementara / m2

I.13 *!ngkaran et!n ertulang / m3

I.14 *!ngkaran dinding tem!k ata merah/m3

I.1" Pasang pagar kawat 'aring gal+anis t. 1 m

II ANALISA PEKERJAAN TANAHII.1 %alian tanah iasa sedalam 1 m / m3

II.2 %alian tanah iasa sedalam 2 m / m3

II.3 %alian tanah iasa sedalam 3 m / m3

II.4 %alian tanah keras sedalam 1 m / m3

II." %alian tanah ,adas sedalam 1 m / m3

II.6 %alian tanah lumpur sedalam 1 m / m3

II.& Peker'aan stripping t. 1 m / m2

II.8 Pemuangan tanah se'auh 1"0 m2 / m3

II.9 rugan kemali / m3

II.10 Pemadatan tanah / m3

II.11 rugan pasir / m3

II.11a rugan tanah / m3II.12 apisan pudel 13& / m3

II.13 apisan pudel 1" / m3

II.14 Pemasangan lapisan i'uk / m3

II.1" rugan sirtu / m3

II.16 Pemuatan 'alan sementara teal 2" ,m

III ANALISA PEKERJAAN PONDASI

III.1 P!ndasi atu kali 11 / m3



III.3 P!ndasi atu kali 13 / m3III.4 P!ndasi atu kali 14 / m3


170/193

III." P!ndasi atu kali 1" / m3



III.& P!ndasi atu kali 18 / m3

III.10 P!ndasi atu kali 11/44 / m3



III.12 P!ndasi atu kali 1/414 / m3

III.13 P!ndasi atu k!s!ng / m3

III.14 P!ndasi sikl!p 40 atu kali / m3

III.1" P!ndasi sumuran diameter 100 ,m / m3

III.16 iang pan,ang 40 ,m 40 ,m et!n ertulang / m1

III.1& iang pan,ang 3" ,m 3" ,m et!n ertulang / m1

IV ANALISA PEKERJAAN DINDINGI.1 Pasangan ata merah 1 ata 1 1 / m2

I.2 Pasangan ata merah 1 ata 1 2 / m2I.3 Pasangan ata merah 1 ata 1 3 / m2

I.4 Pasangan ata merah 1 ata 1 4 / m2

I." Pasangan ata merah 1 ata 1 " / m2

I.6 Pasangan ata merah 1 ata 1 6 / m2

I.& Pasangan ata merah 1 ata 13 10 / m2

I.8 Pasangan ata merah 1/2 ata 11 / m2




I.12 Pasangan ata merah 1/2 ata 1" / m2



I.1" Pasangan ata merah 1/2 ata 1310 / m2


I.1& Pasangan ata merah 1/2 ata 112 / m2

I.2" Pasang dinding r!ster/terawang / m2

V ANALISA PEKERJAAN PLESTERAN.1 Plesteran 11 teal 1" mm / m2

.2 Plesteran 12 teal 1" mm / m2



." Plesteran 1" teal 1" mm / m2.6 Plesteran 16 teal 1" mm / m2

.& Plesteran 18 teal 1" mm / m2

.8 Plesteran 10."3 teal 1" mm / m2


.10 Plesteran 0."14 teal 1" mm / m2


.13 Plesteran 12 teal 20 mm / m2


.1" Plesteran 14 teal 20 mm / m2

.16 Plesteran 1" teal 20 mm / m2

.1& Plesteran 16 teal 20 mm / m2




171/193


.22 Plesteran 1" teal 2" mm / m2



.2" Plesteran 14 teal 30 mm / m2

.26 Plesteran 1" teal 30 mm / m2.2& *erapen 13 teal 30 mm / m2

.28 *erapen 1" teal 1" mm / m2

.29 Plesteran et!n 12 teal 1" mm / m2

.30 Plesteran et!n 13 teal 1" mm / m2

.31 Plesteran sk!neng 12 / m2

.34 Plesteran ,iprat 12 / m2

.3" Plesteran siar adukan 12 / m2

VI ANALISA PEKERJAAN KAYUI.1 Pasng kusen pintu 'endela kayu 'ati / m3

I.1 Pasang kusen pintu 'endela kayu kamper / m3I.1 Pasang kusen pintu 'endela kayu engkirai / m3

I.1 Pasang kusen pintu 'endela kayu kruing / m3

I.1 Pasang kusen pintu 'endela ky. suren / m3

I.2 Pasang pintu klam kayu kam5er / m2

I.2 Pasang pintu klam kayu engkirai / m2

I.2 Pasang pintu klam kayu kruing / m2

I.2 Pasang pintu klam kayu suren / m2

I.3 Pasang pintu panel kayu 'ati / m2

I.3 Pasang pintu panel kayu kamper / m2

I.3 Pasang pintu panel kayu engkirai / m2

I.3 Pasang pintu panel kayu kruing / m2

I.3 Pasang pintu panel kayu suren / m2I.4 Pasang pintu 'endela ka,a kayu 'ati / m2

I.4 Pasang pintu 'endela ka,a kayu kamper / m2

I.4 Pasang pintu 'endela ka,a kayu engkirai / m2

I.4 Pasang pintu 'endela ka,a kayu kruing / m2

I.4 Pasang pintu 'endela ka,a kayu suren / m2

I." Pasang pintu 'endela 'alusi kayu 'ati / m2

I." Pasang pintu 'endela 'alusi kayu kamper / m2

I." Pasang pintu 'endela 'alusi kayu engkirai / m2

I." Pasang pintu 'endela 'alusi kayu kruing / m2

I." Pasang pintu 'endela 'alusi kayu suren / m2

I.& Pasang 'alusi mati kusen kayu engkirai / m2

I.& Pasang 'alusi mati kusen kayu kruing / m2

I.& Pasang 'alusi mati kusen kayu suren / m2

I.8 Pasang pintu teakw!!d rangkaprangka kayu engkirai / m2

I.8 Pasang pintu teakw!!d rangkaprangka kayu kruing / m2

I.8 Pasang pintu teakw!!d rangkaprangka kayu suren / m2

I.12 Pasang k!nstruksi kuda-kuda kayu 'ati / m3

I.12 Pasang k!nstruksi kuda-kuda kayu kamper / m3

I.12 Pasang k!nstruksi kuda-kuda kayu engkirai / m3

I.12 Pasang k!nstruksi kuda-kuda kayu kruing / m3

I.12 Pasang k!nstruksi kuda-kuda kayu suren / m3

I.12 Pasang k!nstruksi kuda-kuda kayu alasia / m3

I.13 Pasang kas!reng genteng k!d!k kayu 'ati / m2I.13 Pasang kas!reng genteng k!d!k kayu kam5er / m2

I.13 Pasang kas!reng genteng k!d!k kayu engkirai / m2


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I.13 Pasang kas!reng genteng k!d!k kayu kruing / m

I.13 Pasang kas!reng genteng k!d!k kayu suren / m

I.13 Pasang kas!reng genteng k!d!k kayu alasia / m

I.13 Pasang kas! alasiareng surengenteng k!d!k / m2

I.14 Pasang kas!reng genteng m!nier kayu 'ati / m2

I.14 Pasang kas!reng genteng m!nier kayu kamper / m2

I.14 Pasang kas!reng genteng m!nier kayu engkirai / m2

I.14 Pasang kas!reng genteng m!nier kayu kruing / m2

I.14 Pasang kas!reng genteng m!nier kayu suren / m2

I.14 Pasang kas!reng genteng m!nier kayu alasia / m2

I.14 Pasang kas! alasiareng suren genteng m!nier/ m2

I.1" Pasang kas!reng genteng et!n kayu 'ati / m2

I.1" Pasang kas!reng genteng et!n kayu kam5er / m2

I.1" Pasang kas!reng genteng et!n kayu engkirai / m2

I.1" Pasang kas!reng genteng et!n kayu kruing / m2

I.1" Pasang kas!reng genteng et!n kayu suren / m2

I.1" Pasang kas! alasia reng suren genteng et!n / m2

I.1"a Pasang kas! alasia reng suren atap seng /m2I.16 Pasang kas!reng atap sirap kayu 7I / m2

I.16 Pasang kas!reng atap sirap kayu kam5er / m2

I.16 Pasang kas!reng atap sirap kayu engkirai / m2

I.16 Pasang kas!reng atap sirap kayu kruing / m2

I.16 Pasang kas!reng atap sirap kayu suren / m2

I.1& Pasang rangka langit-langit 1m1m kayu 'ati / m2

I.1& Pasang rangka langit-langit 1m1m kayu kamper / m2

I.1& Pasang rangka langit-langit 1m1m kayu engkirai / m2

I.1& Pasang rangka langit-langit 1m1m kayu kruing / m2

I.1& Pasang rangka langit-langit 1m1m kayu suren / m2

I.1& Pasang rangka langit-langit 1m1m kayu alasia / m2

I.20 Pasang lisplang ukuran 320 kayu 'ati / m1I.20 Pasang lisplang ukuran 320 kayu kamper / m1

I.20 Pasang lisplang ukuran 320 kayu engkirai / m1

I.20 Pasang lisplang ukuran 320 kayu kruing / m1

I.20 Pasang lisplang ukuran 320 kayu suren / m1

I.20a Pasang suri suri kayu engkirai / m1

I.20a Pasang suri suri kayu kruing / m1

I.20a Pasang suri suri kayu suren / m1

I.21 Pasang lisplang ukuran 330 kayu 'ati / m1

I.21 Pasang lisplang ukuran 330 kayu kamper / m1

I.21 Pasang lisplang ukuran 330 kayu engkirai / m1

I.21 Pasang lisplang ukuran 330 kayu kruing / m1

I.21 Pasang lisplang ukuran 330 kayu suren / m1

I.22 Pasang lisplang ukuran2 320 kayu 'ati / m1

I.22 Pasang lisplang ukuran2 320 kayu kam5er / m1

I.22 Pasang lisplang ukuran2 320 kayu engkirai / m1

I.22 Pasang lisplang ukuran2 320 kayu kruing / m1

I.22 Pasang lisplang ukuran2 320 kayu suren / m1

I.24 Pasang rangka dinding pemisah kayu kamper / m2

I.24 Pasang rangka dinding pemisah kayu engkirai / m2

I.24 Pasang rangka dinding pemisah kayu kruing / m2

I.24 Pasang rangka dinding pemisah kayu suren / m2

I.2" Pasang dinding pemisah teakw!!d rangkap: rangka kayu alasia / m2

I.28 Pasang list pla5!nd kayu pr!5il /m1I.28a Pasang list pla5!nd kayu 0."/4 /m1


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VII ANALISA PEKERJAAN BETONII.1 *et!n tumuk 1 3 " / m3

II.2 *et!n tumuk 1 3 6 / m3

II.3 *et!n tumuk 1 4 6 / m3

II.4 antai ker'a *et!n tumuk 1 3 " t " ,m / m2

II." *et!n ertulang 123 / m3II.6 *et!n ertulang 124 / m3

II.& *et!n ertulang 122:" / m3

II.8 *et!n ertulang 1 1." 3 / m3

II.9 *et!n ertulang 1 1." 2." / m3

II.10 *et!n ertulang 1 1 2 / m3

II.2" Pemesian dengan esi p!l!s / kg

II.2" Pemesian dengan esi ulir / kg

II.28 Pasang ekisting p!ndasi / m2

II.29 Pasang ekisting sl!!5 / m2

II.30 Pasang ekisting k!l!m / m2

II.30a Pasang ekisting k!l!m / m2

II.31 Pasang ekisting al!k / m2II.31a Pasang ekisting al!k / m2

II.32 Pasang ekisting lantai / m2

II.32a Pasang ekisting lantai / m2

II.33 Pasang ekisting dinding / m2

II.34 Pasang ekisting tangga / m2

II.3" (emuat et!n $ 22" / m3

II.36 (emuat et!n $ 2&" / m3

II.3& Pasang 'ematan ,!r / m2

II.38 P!ndasi et!n ertulang 1"0 kg ekisting / m3

II.39 )l!!5 et!n ertulang 200 kg ekisting / m3

II.40 $!l!m et!n ertulang 300 kg ekisting / m3II.41 *al!k et!n ertulang 200 kg ekisting / m3

II.42 *al!k et!n ertulang 1"0 kg ekisting / m3

II.43 #inding et!n ertulang 1"0 kg ekisting / m3

II.44 angga et!n ertulang 200 kg ekisting / m3

II.4" $!l!m penguat et!n ertulang 1111 / m1

II.46 ;ink alk et!n ertulang 10 1" ,m / m1

VIII ANALISA PEKERJAAN PENUTUP ATAPIII.1 pasang atap genteng plent!ng ke,il / m2

III.2 Pasang atap genteng k!d!k / gla


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I=.19 angit langit kayu pr!5il

I=.20 angit-langit eternit 1.001.00 m: rangka ky 'ati / m2

I=.20 angit-langit eternit 1.001.00 m: rangka ky kam5er / m2

I=.20 angit-langit eternit 1.001.00 m: rangka ky engkirai / m2

I=.20 angit-langit eternit 1.001.00 m: rangka ky kruing / m2

I=.20 angit-langit eternit 1.001.00 m: rangka ky suren / m2

I=.20 angit-langit eternit 1.001.00 m: rangka ky alasia / m2

X ANALISA PEKERJAAN SANITASI=.1 (emasang kl!set duduk : m!n!l!k / uah

=.2 (emasang kl!set '!ngk!k p!rselen / uah

=." (emasang wasta5el / uah

=.& (emasang ak mandi 5ierglaass +!l. 0.3 m3 / uah

=.8 (emasang ak mandi atu ata +!l. 0.3 m3 / uah

=.11 (emasang ak 5ierglass +!l 1 m3 air

=.14 (emasang pipa et!n dia. 1" ,m / m1

=.14 (emasang pipa et!n dia. 20 ,m / m1

=.1" (emasang pipa et!n dia. 30,m / m1=.1" (emasang pipa et!n dia. 40 ,m / m1

=.1" (emasang pipa et!n dia. "0 ,m / m1

=.1" (emasang pipa et!n dia. 60 ,m / m1



=.16 (emasang ak k!ntr!l pas. *atu ata uk. 3030,m: tinggi 3" ,m / uah

=.1& (emasang ak k!ntr!l pas. *atu ata uk. 4"4",m: tinggi "0 ,m / uah

=.18 (emasang ak k!ntr!l pas. *atu ata uk. 6060,m: tinggi 6" ,m / uah

=.19 (emasang pipa gal+anis dia. 1/2> / m1

=.20 (emasang pipa gal+anis dia. 3/4> / m1

=.21 (emasang pipa gal+anis dia. 1> / m1

=.22 (emasang pipa gal+anis dia. 1 1/2> / m1

=.2" (emasang pipa P? type @ dia. 1/2> / m1

=.26 (emasang pipa P? type @ dia. 3/4> / m1

=.2& (emasang pipa P? type @ dia. 1> / m1

=.28 (emasang pipa P? type @ dia. 1 1/2> / m1

=.29 (emasang pipa P? type @ dia. 2> / m1

=.29a (emasang pipa P? type @ dia. 2."> / m1



=.33 (emasang ak ,u,i piring stainless steel / uah

=.3" (emasang kran dia.3/4 atau 1/2> / uah

=.22a (emasang pipa gal+anis dia. 2> / m1=.22 (emasang pipa gal+anis dia. 2."> / m1

=.22, (emasang pipa gal+anis dia. 3> / m1

=.22d (emasang pipa gal+anis dia. 4> / m1

=.36 (emasang pipa P? type @ dia. "> / m1

=.3& (emasang pipa P? type @ dia. 6> / m1

=.38 (emasang pipa P? )A#; )AI 06-0084: )A#; I)B 4422 ) 8 1/2> t 1:2 mm / m1


=.40 (emasang pipa P? )A#; )AI 06-0084: )A#; I)B 4422 ) 8 1> t 2:4 mm / m1

=.41 (emasang pipa P? )A#; )AI 06-0084: )A#; I)B 4422 ) 8 1 1/4> t 2:4 mm / m1

=.42 (emasang pipa P? )A#; )AI 06-0084: )A#; I)B 4422 ) 10 1/2> t 1 mm / m1



=.4" (emasang pipa P? )A#; )AI 06-0084: )A#; I)B 4422 ) 10 1 1/4> t 1:9 mm / m1

= 46 ( i P? )A#; )AI 06 0084 )A#; I)B 4422 ) 10 1 1/2> t 2 4 / 1


175/193

=.4& (emasang pipa P? )A#; )AI 06-0084: )A#; I)B 4422 ) 10 2> t 3 mm / m1


=.49 (emasang pipa P? )A#; )AI 06-0084: )A#; I)B 4422 ) 10 4> t ":2 mm / m1

=."0 (emasang pipa P? )A#; )AI 06-0084: )A#; I)B 4422 ) 10 6> t &:& mm / m1

=."1 (emasang pipa P? )A#; )AI 06-0084: )A#; I)B 4422 ) 12." 1 1/2> t 2 mm / m1

=."2 (emasang pipa P? )A#; )AI 06-0084: )A#; I)B 4422 ) 12." 2> t 2:4 mm / m1

=."3 (emasang pipa P? )A#; )AI 06-0084: )A#; I)B 4422 ) 12." 3> t 3:" mm / m1

=."4 (emasang pipa P? )A#; )AI 06-0084: )A#; I)B 4422 ) 12." 4> t 4:2 mm / m1

=."" (emasang pipa P? )A#; )AI 06-0084: )A#; I)B 4422 ) 12." 6> t 6:2 mm / m1

=."6 (emasang pipa P? )A#; )AI 06-0084: )A#; I)B 4422 ) 16 2> t 2 mm / m1

=."& (emasang pipa P? )A#; )AI 06-0084: )A#; I)B 4422 ) 16 3> t 2:& mm / m1

=."8 (emasang pipa P? )A#; )AI 06-0084: )A#; I)B 4422 ) 16 4> t 3:4 mm / m1

=."9 (emasang pipa P? )A#; )AI 06-0084: )A#; I)B 4422 ) 16 6> t 4:9 mm / m1


=.61 (emasang pipa P? )A#; )AI 06-0084: )A#; I)B 4422 ) 20 4> t 2:& mm / m1

=.62 (emasang pipa P? )A#; )AI 06-0084: )A#; I)B 4422 ) 20 6> t 4 mm / m1

XI ANALISA PEKERJAAN KUNCI DAN KACA=I.1 (emasang kun,i tanam / uah

=I.4 (emasang kun,i silinder / uah

=I." (emasang engsel pintu / uah

=I.6 (emasang engsel 'endela kupu kupu / uah

=I.& (emasang engsel angin / uah

=I.8 (emasang spring knip / uah

=I.9 (emasang kait angin / uah

=I.11 (emasang kun,i sel!t pintu gerendel / uah

=I.11 (emasang kun,i sel!t 'endela gerendel / uah

=I.12 (emasang pegangan pintu d!!r h!lder / uah

=I.1" (emasang kun,i lemari / uah=I.16 (emasang ka,a teal 3 mm / m2

=I.1& (emasang ka,a teal " mm / m2

XII ANALISA PEKERJAAN PENUTUP LANTAI=II.3 (emasang antai uin P? au-au ukuran 2020 ,m / m2

=II.6 (emasang lantai uin warna 2020 ,m / m2

=II.34 (emasang lantai keramik artistik 1020,m / m2

=II.42 (emasang lantai keramik 1020 ,m / m2

=II.44 (emasang lantai keramik 2020 ,m / m2

=II."0 (emasang lantai keramik putih $@ 1 uk 3030 ,m / m2

=II."0.a (emasang lantai keramik putih $@ 2 uk 3030 ,m / m2

=II."1 (emasang lantai marmer tulungagung / m2=II.64 (emasang dinding keramik artistik 1020 ,m / m2

=II.69 (emasang dinding keramk 1020 ,m / m2

=II.&0a Pa+ing warna t 6 ,m/m2

=II.&0 Pa+ing au-au t 6 ,m/m2

=II.&0, Pa+ing warna t 8 ,m/m2

=II.&0d Pa+ing au-au t 8 ,m/m2

XIII ANALISA PEKERJAAN PENGECATAN DLL=III.4 (endempul dan mengg!s!k kayu / m2

=III." (enge,at kayu lama / m2

=III.6 (enge,at kayu aru 1 lapis plamir : 1 lapis ,at dasar:2 lapis ,at penutup / m2=III.& (enge,at kayu aru 1 lapis plamir : 1 lapis ,at dasar:3 lapis ,at penutup / m2

=III 10 Penge,atan tem!k dalam aru 1 lapisplamir 1 lapis ,at dasar 2 lapis ,at penutup / m2


176/193

=III.10 Penge,atan tem!k luar aru 1 lapisplamir: 1 lapis ,at dasar: 2 lapis ,at penutup / m2

=III.11 Penge,atan tem!k lama 1 lapis ,at dasar: 2 lapis ,at penutup / m2

=III.12 Penge,atan permukaan a'a dengan meni iasa / m2

=III.13 Penge,atan pla5!nd aru / m2

=III.14 Penge,atan pla5!nd lama / m2

=III.12a Penge,atan permukaan genteng / m2

C6 (emasang esi gelagar/kg

%"a *r!n'!ng dengan kawat gal+anis 4 mm/m3

- $!nstruksi atap kuda-kuda a'a/kg termasuk pemasangan

3 (em!ngkar dinding tem!k t D 2 t/m2

4 (em!ngkar dinding tem!k dan memersihkan/m3

" (em!ngkar lantai/m2 tegel lama dipakai kemali

"a (em!ngkar lantai/m2 tegel lama tidak dipakai kemali

6 (em!ngkar plesteran/m2

& (em!ngkar genteng/sirap/m2 genteng/sirap lama dipakai kemali

8 (enurunkan atap seng/m2

9 (em!ngkar usuk/reng/m2 kayu !ngkaran dipakai kemali

11 (em!ngkar pyan/dinding/m2 kayu !ngkaran dipakai kemali11a (em!ngkar pyan/dinding/m2 kayu !ngkaran tidak dipakai kemali

$." (em!t!ng esi gelagar / titik

I6 (enge!r esi gelagar/ttk

$34 (enenteng esi/m2

*12 %ealan rumput/m2

C9 ataan 'ematan kayu 'ati/m2

E1" Plat ,u,uran/mF

XIV ANALISA PEKERJAAN BESI DAN ALUMINIUM=I. 1 'asang rangka atap $a-a / kg

=I. & 'asang pintu lipat / m2

=I. 9 'asang !lling !!r / m2

=I. 13 'asang teralis $esi / m2

@!n!s!!:

$GP #IA) PG$G;7A ((

$*PGA @BAB)B*B

LUHUR SUSENO D!"#.ATPPemina k I

AIP. 110 033 2"9


177/193

JUMLAH

$

213:116."0

294:926."0

4":962."0

"2:226.00

860:330.00

&6&:&31.00

892:&"9.00

":320.00

&16:06".00

130:"&&.&0

29:134.00

&0:432.00

223:262."0

210:122."0

42:491.80

14:2&2.00

18:&41.40

26:202.90

22:2&8.10

44:600.00

29:39".30

29:39".30

18:340.80

6:841.80

1&:840.00

132:828.00

6&:"48.00183:934.10

208:4&".00

14:4&2.00

16&:920.00

83:90".00

&89:269.00

642:219.00

"6":639.00

"4&:819.00"19:&21.00


178/193

48&:89&.00

46":"19.00

44&:699.00

431:40&.00

"36:13&.00

468:99&.00

4"1:1&&.00

42":60&.00

23&:806.&0

1:2"3:666."0

600:132."0

68&:"92."0

1:119:134.00

208:226.36

184:441.001&2:249.40

164:1"2.60

1"9:&9".40

1"9:&9".40

1"6:218.96

98:201.60

88:090.40

82:381.44

&9:066.00

&6:9&8.16

&":&93.84

&3:""6.00

&8:432.00

69:228.00

68:&28.00

269:6"8.60

32:881."4

2&:&08.&4

2":332.26

23:802.90

22:648.3422:2"8.66

21:3"9.06

24:98&.62

21:494."8

23:266."0

19:&30."0

40:26&.86

36:1"2.10

33:6&0.66

31:846.98

30:&69.38

2":282."0

41:9"".40


179/193

3&:"0&.16

3":936.68

"2:"29.30

4&:22".30

44:041.06

40:30".&820:869.&4

19:332.94

33:319.00

30:843.24

6:29&.10

21:404.84

16:"11.&4

13:64":940.00

11:290:340.0013:834:340.00

9:4&":940.00

3:934:340.00

369:6"0.90

44":9&0.90

31":218.90

148:9&0.90

608:46".00

"0&:66".00

"&9:86".00

434:"8".00

2&9:86".00"20:&92.00

432:"92.00

49":&6&.00

368:64&.00

233:26&.00

924:610.00

&63:330.00

8&8:8"0.00

646:402.00

398:8"0.00

&"3:"9".00

"3":6&".00

303:"9".00

436:694.00

36":"06.80

289:694.00

13:6&2:060.00

10:""3:"60.00

12:88":"60.00

8:890:360.00

3:810:"60.00

3:831:460.00

146:"34.00112:"14.00

13&:9"4.00


180/193

94:3&0.00

38:9"4.00

39:182.00

39:144.00

169:214.00

129:"24.00

1"9:204.00

108:3"6.00

43:&04.00

43:9&0.00

43:932.00

169:214.00

129:"24.00

1"9:204.00

108:3"6.00

43:&04.00

43:932.00

38:916.001:883:944.80

1:416:169.80

1:&6":969.80

1:166:689.80

404:&19.80

1"&:69&."0

123:6&&."0

149:11&."0

10":"33."

analisa k 2014.xlsx

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