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I. P E K E R J A A N J A L A NNO. JENIS PEKERJAAN ANALISA L E B A R

3 M 3,5 M 4 M 4,5 M 5 M

1 2 3 4 5 6 7 8

1 AC K 636 90 #REF! 105 #REF! 120 #REF! 135 #REF! 150 #REF! 18#REF!

ATB K528 150 #REF! 175 #REF! 200 #REF! 225 #REF! 250 #REF! 30

#REF!2 LAPEN K 618

#REF! 150 #REF! 175 #REF! 200 #REF! 225 #REF! 250 #REF! 30

3 LPA Kelas A K520


LPA Kelas B K523

#REF! 300 #REF! 350 #REF! 400 #REF! 450 #REF! 500 #REF! 604 LPB Kelas B K513


LPB Kelas C K515

#REF! 300 #REF! 350 #REF! 400 #REF! 450 #REF! 500 #REF! 60LPB Tel" K516

#REF! 600 #REF! 700 #REF! 800 #REF! 900 #REF! 1$000 #REF! ##

II. D R A I N A S ENO. JENIS PEKERJAAN ANALISA T Y P E

K 50 K 60 K 70 K 80

1 2 3 4 5 6 7

1 %AL&AN TANA'(PAR&T K 110

#REF! 720 #REF! 800 #REF! 990 #REF! ### #REF!2 PA)AN%AN BAT* K810

#REF! 420 #REF! 440 #REF! 900 #REF! 560 #REF!

HARGA SATAN BIAYA PEKERJAAN JALAN !

+3 +3 +3 +3 +3

+3 +3 +3 +3 +3

+3 +3 +3 +3 +3

+3 +3 +3 +3 +3

+3 +3 +3 +3 +3

+3 +3 +3 +3 +3

+3 +3 +3 +3 +3

+3 +3 +3 +3 +3

+3 +3 +3 +3

+3 +3 +3 +3

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ANALISA BOW

An. A. 1 : 1 M3 GALIAN TANAH BIASA :

0.75 Pekerja @ Rp 45,090.91 Rp 33,818.18

0.025 Mandor @ Rp 52,545.45 Rp 1,313.64

Rp 35,131.82

Overhead & Prof! 10" Rp 3,513.18

PPn 10" Rp 3,864.50

TOTAL Rp 42,509.50

An. A. 2 : 1 M3 GALIAN TANAH KERAS

1 Pekerja @ Rp 45,090.91 Rp 45,090.91

0.033 Mandor @ Rp 52,545.45 Rp 1,734.00

Rp 46,824.91

An. A . 4 : 1 M3 GALIAN TANAH LUMUR

1.5 Pekerja @ Rp 45,090.91 Rp 67,636.36

0.05 Mandor @ Rp 52,545.45 Rp 2,627.27

Rp !0,263.64

An. A. 18 : 1 M3 TIMBUNAN ASIR TIMBUN TERMASUK WATERAN :1.20 M3 Pa#r $r% @ Rp 38,736.36 Rp 46,483.64

0.30 Pekerja @ Rp 45,090.91 Rp 13,527.27

0.01 Mandor @ Rp 52,545.45 Rp 525.45

Rp 60,536.36


PPn 10" Rp 6,659.00

TOTAL Rp !3,249.00

An. A . 18 " : 1 M3 TIMBUNAN TANAH URUG # TANAH MERAH :

1.20 M3 !anah !'(%n @ Rp 51,654.55 Rp 61,985.45

0.30 Pekerja @ Rp 45,090.91 Rp 13,527.27

0.01 Mandor @ Rp 52,545.45 Rp 525.45

Rp !6,038.18


PPn 10" Rp 8,364.20

TOTAL Rp 92,006.20

An. A . 18 $ : 1 M3 TIMBUNAN TANAH UTIH :

1.20 M3 !anah !'(%n @ Rp 51,654.55 Rp 61,985.45

0.30 Pekerja @ Rp 45,090.91 Rp 13,527.27

0.01 Mandor @ Rp 52,545.45 Rp 525.45

Rp !6,038.18

An. % . 12 : 1 M2 I&AN ASBES :

1 M2 a#(e# @ Rp 30,000.00 Rp 30,000.00

1 )a!an *a! a#(e# @ Rp 14,340.00 Rp 14,340.00

0.02 + pak% @ Rp 14,454.55 Rp 289.09

0.50 Pekerja @ Rp 40,991.74 Rp 20,495.87

0.025 Mandor @ Rp 47,768.60 Rp 1,194.21

Rp 66,319.1!


PPn 10" Rp 7,295.11

TOTAL Rp 80,246.20

An. E. 13 : 1 M' T("n) *(p"n+"n)"n *( *"-" /"n" "n) -n" ++ 7

"n) *((/n) "n" $")("n "n) " *"-" /"n" 70.04 %kan @ Rp 60,090.91 Rp 2,403.64

0.004 +epa*a !%kan @ Rp 73,272.73 Rp 293.09

1.8 Pekerja @ Rp 45,090.91 Rp 81,163.64

0.043 Mandor @ Rp 52,545.45 Rp 2,259.45

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Rp 86,119.82


PPn 10" Rp 9,473.18

TOTAL Rp 104,204.98

- h!%n 14 / @ Rp 86,119.82 Rp 21,529.95

An. E. 13. " : 1 M' T("n) *(p"n+"n)"n *( *"-" /"n" "n) -n" ++ 7

"n) *((/n) "n" $")("n "n) " *"-" /"n" 7

1.1 M +a% (%*a! da'e!er 3 @ Rp 2,893.18 Rp 3,182.50

An. E. 13 Rp 21,529.95

Rp 24,!12.45


PPn 10" Rp 2,718.37

TOTAL Rp 29,902.0!

An. E. 13. $ : 1 M' T("n) *(p"n+"n)"n *( *"-" /"n" "n) -n" ++ 7

"n) *((/n) "n" $")("n "n) " *"-" /"n" 7

1.1 M +a% (%*a! da'e!er 4 @ Rp 3,601.36 Rp 3,961.50

An E. 13 Rp 21,529.95

Rp 25,491.45


PPn 10" Rp 2,804.06TOTAL Rp 30,844.66

An. E. 13. + : 1 M' ASANG EROOK HORIONTAL KA&U LAUT :

1.1 M +a% *a%! da'e!er 3 @ Rp 2,893.18 Rp 3,182.50

0.0045 Mandor @ Rp 52,545.45 Rp 236.45

0.09 Pekerja @ Rp 45,090.91 Rp 4,058.18

Rp !,4!!.14

Overhead & Prof! 10" Rp 747.71

PPn 10" Rp 822.49

TOTAL Rp 9,04!.34

An. E. 13. * : 1 M' ASANG EROOK HORIONTAL KA&U LAUT :

1.1 M +a% *a%! da'e!er 4 @ Rp 3,601.36 Rp 3,961.50

0.0045 'andor @ Rp 52,545.45 Rp 236.45

0.09 Pekerja @ Rp 45,090.91 Rp 4,058.18

Rp 8,256.14

Overhead & Prof! 10" Rp 825.61

PPn 10" Rp 908.18

TOTAL Rp 9,989.93

An. ; . 1 : 1 M3 EKER

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24 %kan @ Rp 60,090.91 Rp 1,442,181.82

2.4 +epa*a !%kan @ Rp 73,272.73 Rp 175,854.55

8 Pekerja @ Rp 45,090.91 Rp 360,727.27

0.4 Mandor @ Rp 52,545.45 Rp 21,018.18

55 M +a% #e!ara da'%* da'e!er 6 @ Rp 54,243.00 Rp 2,983,365.00

Rp 4,983,146.82

An. ;. 8 : 1 M2 LANTAI %ARI KA&U # AAN KLAS I :

0.5 %kan @ Rp 60,090.91 Rp 30,045.45

0.05 +epa*a !%kan @ Rp 73,272.73 Rp 3,663.64

0.2 Pekerja @ Rp 45,090.91 Rp 9,018.18

0.01 Mandor @ Rp 52,545.45 Rp 525.45

0.75 + pak% @ Rp 15,900.00 Rp 11,925.00

0.025 M3 ka% k*a# @ Rp 7,258,960.00 Rp 181,474.00

Rp 236,651.!3

An. ;. 19 : 1 M2 EKER B""n 198,002.00

$n!%k (an%nan (er!nka! d!a'(ah 10 " dar %pah Rp 6,729.56

Rp 204,!31.56

An. ; . 22 : 1 M3 KA&U KU%A = KU%A BENTANG ? ! M :

UAH

24 %kan @ Rp 60,090.91 Rp 1,442,181.82

2.4 +epa*a !%kan @ Rp 73,272.73 Rp 175,854.55

8 Pekerja @ Rp 45,090.91 Rp 360,727.27

0.4 Mandor @ Rp 52,545.45 Rp 21,018.18

Rp 1,999,!81.82

34 -R $M $P @ Rp 1,999,781.82 Rp 1,499,836.36

BAHAN

1.1 M3 ka% k*a# @ Rp 5,164,654.55 Rp 5,681,120.00

Up" > B""n !,180,956.36


Rp !,330,940.00

An. ;. 26 : 1 M3 KOSEN INTU #

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An. ; . 2! : 1 M3 EKER

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0.08 +epa*a !%kan @ Rp 73,272.73 Rp 5,861.82

0.28 Pekerja @ Rp 45,090.91 Rp 12,625.45

0.01 Mandor @ Rp 52,545.45 Rp 525.45

0.2 + Pak% @ Rp 15,900.00 Rp 3,180.00

0.02 M2 +aa! ar'onka @ Rp Rp :

Rp !0,265.45

An. G. 19 : 1 M3 EREKAT SEMEN

0.29 ;ak

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An. G. 33 . ( : 1 M3 ASANGAN BATU BATA : 1 : 3

B""n

600 )%ah (a!% (a!a @ Rp 336.36 Rp 201,818.18

3.935 ;ak #e'en @ Rp 43,636.36 Rp 171,709.09

0.378 M3 pa#r pa#anan @ Rp 40,000.00 Rp 15,120.00

Rp 388,64!.2!

Up"

2.5 %kan @ Rp 60,090.91 Rp 150,227.27

0.25 +epa*a !%kan @ Rp 73,272.73 Rp 18,318.18

7.5 Pekerja @ Rp 45,090.91 Rp 338,181.82

0.375 Mandor @ Rp 52,545.45 Rp 19,704.55

Rp 526,431.82

B""n > Up" Rp 915,0!9.09


Rp 96!,!22.2!

An. G. 33 . : 1 M3 ASANGAN BATU BATA : 1 : 2 T"n"" 7

B""n

600 )%ah (a!% (a!a @ Rp 336.36 Rp 201,818.18

5.146 ;ak #e'en @ Rp 43,636.36 Rp 224,552.73

0.333 M3 pa#r pa#anan @ Rp 40,000.00 Rp 13,320.00

Rp 439,690.91Up"

1.5 %kan @ Rp 60,090.91 Rp 90,136.36

0.15 +epa*a !%kan @ Rp 73,272.73 Rp 10,990.91

4.5 Pekerja @ Rp 45,090.91 Rp 202,909.09

0.225 Mandor @ Rp 52,545.45 Rp 11,822.73

Rp 315,859.09

B""n > Up" Rp !55,550.00


Rp !8!,135.91

An. G . 43 . A : 1 M3 BETON OR AM : 1 : 3 S : 5 KRK

1 M3 (a!% kerk* @ Rp 241,666.36 Rp 241,666.36

5.675 ;ak #e'en @ Rp 43,636.36 Rp 247,636.36

0.54 M3 pa#r pa#anan @ Rp 40,000.00 Rp 21,600.00

0.5 %kan @ Rp 60,090.91 Rp 30,045.45

0.05 +epa*a !%kan @ Rp 73,272.73 Rp 3,663.64

6 Pekerja @ Rp 45,090.91 Rp 270,545.45

0.3 Mandor @ Rp 52,545.45 Rp 15,763.64

Rp 830,920.91


PPn 10" Rp 91,401.30

TOTAL Rp 1,005,414.30

An. G . 50. H : 1 M2 LESTERAN AMURAN 1 : 2 TEBAL 10 7

B""n

0.179 ;ak

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0.0194 M3 pa#r pa#anan @ Rp 40,000.00 Rp 776.00

Rp 9,6!!.82

Up"

0.2 %kan @ Rp 60,090.91 Rp 12,018.18

0.02 +epa*a !%kan @ Rp 73,272.73 Rp 1,465.45

0.4 Pekerja @ Rp 45,090.91 Rp 18,036.36

0.02 Mandor @ Rp 52,545.45 Rp 1,050.91

Rp 32,5!0.91

B""n > Up" Rp 42,248.!3


Rp 45,505.82

An. G . 50. : 1 M2 -/"n 1 : 3 /$"- 10 7 n/ -"n/"(, p-(n, /"n))", /$ "n*""n,

n))" $/n 7

B""n

0.135 ;ak Up" Rp 40,519.64


Rp 43,!!6.!3

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An. G . 53 : 100 M2 ENGAURAN n)"p"n 3 "-( *(n*(n) /$ "n) $" 7 :

0.1 M3 +ap%r kern @ Rp 15,840.00 Rp 1,584.00

1 %kan @ Rp 60,090.91 Rp 60,090.91

0.1 +epa*a !%kan @ Rp 73,272.73 Rp 7,327.27

6 Pekerja @ Rp 45,090.91 Rp 270,545.45

Rp 339,54!.64

ad 1 M2 = 1 100 / @ Rp 339,547.64 Rp 3,395.48


100 M2 Penap%ran Rp 3!3,344.00

$n!%k 1 M2 = 1100 / @ Rp 373,344.00 Rp 3,!33.44

An. G . 55 .$ : 1 M2 MEMASANG LANTAI SELAIS BATU BATA

40 )%ah (a!% (a!a @ Rp 336.36 Rp 13,454.55

0.035 M3 pa#r pa#anan @ Rp 40,000.00 Rp 1,400.00

0.06 %kan @ Rp 60,090.91 Rp 3,605.45

0.2 Pekerja @ Rp 45,090.91 Rp 9,018.18

Rp 2!,4!8.18

An. G . 60 ." : 1 M2 ASANGAN AING BLOK

50 )%ah Pavn (*ok @ Rp 2,581.82 Rp 129,090.910.1 M3 pa#r @ Rp 40,000.00 Rp 4,000.00

0.1 %kan @ Rp 60,090.91 Rp 6,009.09

0.4 Pekerja @ Rp 45,090.91 Rp 18,036.36

Rp 15!,136.36

An. G . 6! : 1 M2 L"n/"( $/n *(p-/, /*(( *"( -"p( $/n /$"- ! + +"p 1 + : 3 : 6 K

$"/ p+" *(//p *n)"n -"p( p-/"n /$"- 6 +"p"n 1 + : 3

0.07 M3 (a!% kerk* @ Rp 241,666.36 Rp 16,916.65

0.364 ;ak

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An. H . 2 : 1 M2 ASANGAN ATA GENTENG

12.5 )%ah en!en (e!on @ Rp 4,600.00 Rp 57,500.00

0.1 %kan @ Rp 60,090.91 Rp 6,009.09

0.01 +epa*a !%kan @ Rp 73,272.73 Rp 732.73

0.2 Pekerja @ Rp 45,090.91 Rp 9,018.18

0.01 Mandor @ Rp 52,545.45 Rp 525.45

Rp !3,!85.45

An. H . 8 : 1 M2 EKER G. 50 . H: 1 M' ASANGAN RABUNG GENTENG

4 +epn Aen!en ra(%n @ Rp 47,000.00 Rp 188,000.00

0.03

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$n!%k 1 M2 d%a ka* 'ene!er Rp 11,50!.09

An. K . 35 : 1 M2 MENGKOLTER %IATAS LANTAI AAN # TIANG 2 C KOLTER 7

0.35 + +o*!er @ Rp 5,772.73 Rp 2,020.45

0.1 Pekerja @ Rp 45,090.91 Rp 4,509.09

0.005 Mandor @ Rp 52,545.45 Rp 262.73

Rp 6,!92.2!

An. K 9 > K 23" : 10 M2 MENAT 3 C SAMAI RATA +"/ (n" 7

4.250 + a! an (ak k%da @ Rp 46,987.50 Rp 199,696.88

!er(an

0.075 +epa*a !%kan @ Rp 73,272.73 Rp 5,495.45

0.75 %kan @ Rp 60,090.91 Rp 45,068.18

0.5 Pekerja @ Rp 45,090.91 Rp 22,545.45

0.025 Mandor @ Rp 52,545.45 Rp 1,313.64

Rp 2!4,119.60

$n!%k 1 M2 = 110 / @ Rp 274,119.60 Rp 2!,411.96


PPn 10" Rp 3,015.32

TOTAL Rp 33,168.4!

$n!%k r%'ah (er!nka! d!a'(ah 10 " dar %pah Rp 744.23$n!%k 1 M2 = 110 / Rp 33,912.!0

An. K 9 > K 23 : 10 M2 MENAT 2 C SAMAI RATA +"/ /$ 7

2.833 + a! !e'(ok @ Rp 38,325.00 Rp 108,587.50

0.075 +epa*a !%kan @ Rp 73,272.73 Rp 5,495.45

0.75 %kan @ Rp 60,090.91 Rp 45,068.18

0.5 Pekerja @ Rp 45,090.91 Rp 22,545.45

0.025 Mandor @ Rp 52,545.45 Rp 1,313.64

Rp 183,010.23

$n!%k 1 M2 = 110 / @ Rp 183,010.23 Rp 18,301.02


PPn 10" Rp 2,013.11

TOTAL Rp 22,144.24

$n!%k r%'ah (er!nka! d!a'(ah 10 " dar %pah Rp 744.23

Rp 22,888.46

An. K 9 > K 23+ : 10 M2 MENAT 2 C SAMAI RATA +"/ /$ 7

2.833 + a! !e'(ok @ Rp 38,325.00 Rp 108,587.50

0.075 +epa*a !%kan @ Rp 73,272.73 Rp 5,495.45

0.75 %kan @ Rp 60,090.91 Rp 45,068.18

0.5 Pekerja @ Rp 45,090.91 Rp 22,545.45

0.025 Mandor @ Rp 52,545.45 Rp 1,313.64

Rp 183,010.23

$n!%k 1 M2 = 110 / @ Rp 183,010.23 Rp 18,301.02


PPn 10" Rp 2,013.11

TOTAL Rp 22,144.24


Rp 22,888.46

An. K 9 > K 23* : 10 M2 MENAT 3 C SAMAI RATA +"/ /$ /("n) 7

4.250 + a! !e'(ok @ Rp 69,090.91 Rp 293,636.36

0.075 +epa*a !%kan @ Rp 73,272.73 Rp 5,495.45

0.75 %kan @ Rp 60,090.91 Rp 45,068.18

0.5 Pekerja @ Rp 45,090.91 Rp 22,545.450.025 Mandor @ Rp 52,545.45 Rp 1,313.64

Rp 368,059.09

$n!%k 1 M2 = 110 / @ Rp 368,059.09 Rp 36,805.91

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PPn 10" Rp 4,048.65

TOTAL Rp 44,535.15


Rp 45,2!9.38

An. K 18 > K 23 : 10 M2 MENAT MENIE

1.2 + a! Mane @ Rp 22,367.00 Rp 26,840.40

0.75 %kan @ Rp 60,090.91 Rp 45,068.18

0.075 +epa*a !%kan @ Rp 73,272.73 Rp 5,495.45

0.5 Pekerja @ Rp 45,090.91 Rp 22,545.45

0.025 Mandor @ Rp 52,545.45 Rp 1,313.64

Rp 101,263.13

$n!%k 1 M2 = 110 / @ Rp 101,263.13 10,126.31

An. L . 5 : MEMBONGKAR 10 M2 LANTAI LAMA %AN %IBERSIHKAN

2 Pekerja @ Rp 45,090.91 Rp 90,181.82

0.1 Mandor @ Rp 52,545.45 Rp 5,254.55

Rp 95,436.36

An. L . 6 : 10 M2 MENGUAS LESTERAN LAMA

0.5 Pekerja @ Rp 45,090.91 Rp 22,545.45

0.025 Mandor @ Rp 52,545.45 Rp 1,313.64Rp 23,859.09

ad 1 M2 = 110 / @ Rp 23,859.09 Rp 2,385.91

ka (onkaran !dak d%nakan

*a 0.5 / @ Rp 2,385.91 Rp 1,192.95

An. L. ! : 10 M2 MEMBONGKAR ATA GENTENG

0.2 Pekerja @ Rp 45,090.91 Rp 9,018.18

0.1 Mandor @ Rp 52,545.45 Rp 5,254.55

Rp 14,2!2.!3

ad 1 M2 = 110 / @ Rp 14,272.73 Rp 1,42!.2!


*a 0.5 / @ Rp 1,427.27 Rp !13.64

An. L . 8 : 10 M2 MEMBONGKAR ATA SENG

0.5 %kan @ Rp 60,090.91 Rp 30,045.45

1 Pekerja @ Rp 45,090.91 Rp 45,090.91

Rp !5,136.36

ad 1 M2 = 110 / @ Rp 75,136.36 Rp !,513.64

An. L . 9 : 10 M2 MEMBONGKAR ASBES

0.25 %kan @ Rp 60,090.91 Rp 15,022.73

1 Pekerja @ Rp 45,090.91 Rp 45,090.91

0.025 +epa*a !%kan @ Rp 73,272.73 Rp 1,831.82

0.05 Mandor @ Rp 52,545.45 Rp 2,627.27

64,5!2.!3

$n!%k 1 M2 = 110 / @ Rp 64,572.73 Rp 6,45!.2!

ka (onkaran !dak d%nakan *a !%kan dan kepa*a !%kan !dak

dh!%n 'aka 10 M2 Rp 4!,!18.18

$n!%k 1 M2 = 110 / Rp 4,!!1.82

An. L. 11 : 10 M2 MEMBONGKAR %IN%ING AAN

0.6 %kan @ Rp 60,090.91 Rp 36,054.55

0.06 +epa*a !%kan @ Rp 73,272.73 Rp 4,396.36

2 Pekerja @ Rp 45,090.91 Rp 90,181.82

0.1 Mandor @ Rp 52,545.45 Rp 5,254.55

Rp 135,88!.2!ad 1 M2 = 110 / @ Rp 135,887.27 Rp 13,588.!3


*a 110 / @ Rp 13,588.73 Rp 1,358.8!

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An. L . 12 : 1 M3 MEMBONGKAR KU%A = KU%A KA&U :

6 %kan @ Rp 60,090.91 Rp 360,545.45

0.6 +epa*a !%kan @ Rp 73,272.73 Rp 43,963.64

4 Pekerja @ Rp 45,090.91 Rp 180,363.64

0.2 Mandor @ Rp 52,545.45 Rp 10,509.09

Rp 595,381.82

ka (onkaran !dak d%nakan *a pekerja dan 'andor !dak dh!%n

6 %kan @ Rp 60,090.91 Rp 360,545.45

0.6 +epa*a !%kan @ Rp 73,272.73 Rp 43,963.64

$n!%k 1 M3 Rp 404,509.09

L . 15. " : 100 M2 LAISAN ASAL GORENG %ENGAN TEBAL RATA = RATA 3 + A%AT :

1000 + #pa* @ Rp 10,510.00 Rp 10,510,000.00

4 M3 (a!% kaan @ Rp 368,230.00 Rp 1,472,920.00

2 M3 pa#r @ Rp 40,000.00 Rp 80,000.00

1.5 ka% ap @ Rp 100,545.00 Rp 150,817.50

18 Pekerja @ Rp 45,090.91 Rp 811,636.36

2 e'pa! 'e'a#ak a#pa* @ Rp 18,740.00 Rp 37,480.00

1 Mandor @ Rp 52,545.45 Rp 52,545.45

0.026 )aa *a# @ Rp 16,894,411.46 Rp 439,254.701 *a! : a*a! 'ena#pa* @ Rp 6,934.00 Rp 6,934.00

Rp 13,561,588.02

$n!%k 1 M2 13,561,588.02 Rp 135,615.88

$n!%k !e(a* 5 ' Rp 226,026.4!

An. W . 1 : 1 M3 TIMBUNAN ASIR TIMBUN UNTUK %ASAR BA%AN

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An. W . 3." : 100 M2 LAISAN BASE OURSE SL&TLAAG BATU EAH TEBAL TEBAL 6 M A%AT

8 M3 )a!% peah 2:3 @ Rp 358,875.00 Rp 2,871,000.00

7.5 Pekerja @ Rp 45,090.91 Rp 338,181.82

0.38 Mandor @ Rp 52,545.45 Rp 19,967.27

2 M3 pa#r @ Rp 38,736.36 Rp 77,472.73

0.026 )aa A*a# @ Rp 16,894,411.46 Rp 439,254.70

Rp 3,!45,8!6.52

$n!%k 1 M2 = 1100 / @ Rp 3,745,876.52 Rp 3!,458.!!

$n!%k !e(a* 5 ' @ Rp Rp 31,215.64

An. W . 4 : BIA&A MENGGILAS 1 SATU 7 BULAN :

25 ar Ma#n# @ Rp 67,636.36 Rp 1,690,909.09

30 ar penjaa 'a*a' @ Rp 52,545.45 Rp 1,576,363.64

500 !er 'nak #o*ar @ Rp 4,090.91 Rp 2,045,454.55

4 *!er 'nak erdan @ Rp 18,445.45 Rp 73,781.82

15 *!er #*ender @ Rp 24,963.64 Rp 374,454.55

5 *!er 'nak e'%k @ Rp 15,000.00 Rp 75,000.00

25 ar #ea 'e#n *a# @ Rp 433,137.91 Rp 10,828,447.83

Pe'e*haraan 'e#n *a# @ Rp 230,000.00 Rp 230,000.00Rp 16,894,411.46

Overhead & Prof! 10" Rp 1,689,441.15

PPn 10" Rp 1,858,385.26

TOTAL Rp 20,442,23!.8!

An. W . 4. " : ALAT = ALAT MENGASAL TIA = TIA 100 M2

0.2 )ro# a#pa* @ Rp 9,370.00 Rp 1,874.00

0.1 P*enk @ Rp 3,740.00 Rp 374.00

0.1

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An. W. !. " :100 M2 SOSOTAN ASAL %ENGAN ASAL ANAS 1,5 K) # M2

150 + #pa* B 6070 @ Rp 10,510.00 Rp 1,576,500.00

1.2 M3 Pa#r aak %n!%k (e!on @ Rp 40,000.00 Rp 48,000.00

0.5 +a% ap @ Rp 100,545.00 Rp 50,272.50

0.3 e'pa! 'e'a#ak a#pa* @ Rp 18,740.00 Rp 5,622.00

4 Pekerja @ Rp 45,090.91 Rp 180,363.64

0.2 Mandor @ Rp 52,545.45 Rp 10,509.09

1 *a! : a*a! 'ena#pa* @ Rp 6,934.00 Rp 6,934.00

Rp 1,8!8,201.23

$n!%k 1 M2 = 1 100 / @ Rp 1,878,201.23 Rp 18,!82.01

An. W.5 > W. ! : 100 M2 MENGASAL I %AN II ERMUKAAN 1,5 K)#M2 7 2 "-( (" :

C. 5 Mena#pa* @ Rp 57,901.29 Rp 57,901.29

C. 7 Mena#pa* @ Rp 24,572.89 Rp 24,572.89

Rp 82,4!4.18

An. ; . 8 ." : 1 M2 BEKISTING

0.5 %kan @ Rp 60,090.91 Rp 30,045.45

0.05 +epa*a !%kan @ Rp 73,272.73 Rp 3,663.64

0.2 Pekerja @ Rp 45,090.91 Rp 9,018.18

0.01 Mandor @ Rp 52,545.45 Rp 525.450.4 Pekerja 'e'(onkar @ Rp 45,090.91 Rp 18,036.36

Rp 61,289.09

$pah da'(* 75 " / @ Rp 61,289.09 Rp 45,966.82

0.4 + pak% @ Rp 21,100.00 Rp 8,440.00

0.04 M3 +a% #e'(aran @ Rp 3,227,072.73 Rp 129,082.91

Rp 13!,522.91

Be!akkan dpaka 2 ka* = 0,5 / 137,522.91 Rp 68,761.45

Up" > B""n Rp 114,!28.2!

An. G. 41 : 1 M3 BETON OOR 1 + : 2 : 3 K

B""n

8.5 ;ak #e'en @ Rp 43,636.36 Rp 370,909.09

0.54 M3 pa#r pa#an @ Rp 40,000.00 Rp 21,600.00

0.82 M3 +erk* @ Rp 241,666.67 Rp 198,166.67

Rp 590,6!5.!6

Up"

0.1 +epa*a !%kan @ Rp 73,272.73 Rp 7,327.27

1 %kan @ Rp 60,090.91 Rp 60,090.91

6 Pekerja !dak !er*a!h @ Rp 45,090.91 Rp 270,545.45

0.3 Mandor @ Rp 52,545.45 Rp 15,763.64

Rp 353,!2!.2!

Up" > B""n Rp 944,403.03


PPn 10" Rp 103,884.33

TOTAL Rp 1,142,!2!.6!

$n!%k (an%nan (er!nka! 10 " dar %pah Rp 35,372.73

TOTAL Rp 1,1!8,100.39

An. G. 41. + : MEMASANG BIS BETON %IAMETER 20 + TIA 1 :

1 )%ah (# (e!on da'e!er 20 ' @ Rp 43,636.36 Rp 43,636.36

0.25 Pekerja @ Rp 45,090.91 Rp 11,272.73

Rp 54,909.09

An. T"( : 1 M' EMASANGAN RIOOL 1#2 %IAMETER 20 :

1 )%ah roo* 12 da'e!er 20 ' @ Rp 27,600.00 Rp 27,600.000.25 Pekerja @ Rp 45,090.91 Rp 11,272.73

Rp 38,8!2.!3

An. I. 2 : 100 K) EKER

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n)""n, /n) *"n ""n) 110 K) $( 7

B""n

110 + )e# (e!on @ Rp 16,363.64 Rp 1,800,000.00

2 + kaa! (e!on @ Rp 17,163.64 Rp 34,327.27

Rp 1,834,32!.2!

Up"

2.25 +epa*a !%kan @ Rp 73,272.73 Rp 164,863.64

6.75 %kan @ Rp 60,090.91 Rp 405,613.64

6.75 Pekerja @ Rp 45,090.91 Rp 304,363.64

Rp 8!4,840.91

%pah da'(* 75 " dar %pah 874,840.91 Rp 656,130.68

Up" > B""n Rp 2,490,45!.95

1 + (e# Rp 24,904.58

An. SUL . I > %. 8: 1 M2 %IN%ING TRILEKS 2 LAIS TANA RANGKA 7 :

0.001 +a% k*a# @ Rp 5,164,654.55 Rp 5,164.65

1.44 +epn !rp*ek# @ Rp 80,626.36 Rp 116,101.96

0.2 + pak% (a#a @ Rp 15,900.00 Rp 3,180.00

0.4 Pekerja @ Rp 45,090.91 Rp 18,036.36

0.02 Mandor @ Rp 52,545.45 Rp 1,050.91

Rp 143,533.89

An. SUL . " : 1M3 $/n $/-"n) 1 : 2 : 3 > 100 D +/""n > 100 K) B(

n. A . 41 )e!on @ Rp 944,403.03 Rp 944,403.03

n. D. 8. Be!akan @ Rp 114,728.27 Rp 688,369.64

n. . 2 Pe'(e#an @ Rp 2,490,457.95 Rp 2,490,457.95

Rp 4,123,230.62

An. SUL . $ : 1M3 $/n $/-"n) 1 : 2 : 3 > 100 D +/""n > 125 K) BESI

n. A . 41 )e!on @ Rp 944,403.03 Rp 944,403.03

n. D. 8. Be!akan @ Rp 114,728.27 Rp 688,369.64

n. . 2 Pe'(e#an 1,25 / @ Rp 2,490,457.95 Rp 3,113,072.44

Rp 4,!45,845.11

An. SUL . + : 1M3 $/n $/-"n) 1 : 2 : 3 > 100 D +/""n > 150 K) BESI

n. A . 41 )e!on @ Rp 944,403.03 Rp 944,403.03

n. D. 8. Be!akan @ Rp 114,728.27 Rp 688,369.64

n. . 2 Pe'(e#an 1,5 / @ Rp 2,490,457.95 Rp 3,735,686.93

Rp 5,368,459.60

An. SUL . * : 1M3 $/n $/-"n) 1 : 2 : 3 > 100 D +/""n > 200 K) BESI

n. A . 41 )e!on @ Rp 944,403.03 Rp 944,403.03

n. D. 8. Be!akan @ Rp 114,728.27 Rp 688,369.64

n. . 2 Pe'(e#an 2 / @ Rp 2,490,457.95 Rp 4,980,915.91

Rp 6,613,688.58

T"( 3 : 1 M2 MEMASANG TEAS ENAHAN TANAH

0.008 Mandor @ Rp 52,545.45 Rp 420.36

0.025 Pekerja @ Rp 45,090.91 Rp 1,127.27

Rp 1,54!.64

0.22 + kaa! @ Rp 17,350.00 Rp 3,817.00

0.3 epa# @ Rp 44,000.00 Rp 13,200.00

Rp 1!,01!.00

Up" > B""n Rp 18,564.64

An. T"( = 2 : 1 METER EROOK KA&U LAUT UNTUK BENTENG

1 BATANG OTONG 2 7 :

5 )a!an ka% (%*a! da 4 @ Rp 14,405.45 Rp 72,027.27

0.5 )a!an ka% (%*a! da 3 @ Rp 11,572.73 Rp 5,786.360.5 + kaa! penka! @ Rp 17,350.00 Rp 8,675.00

$pah kerja 20" dar (ahan @ Rp 86,488.64 Rp 17,297.73

Rp 103,!86.36

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An. T"( = 3 : 1 METER EROOK KA&U LAUT UNTUK BENTENG

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Harga Barang dan Jasa dan Harga Satuan Pokok Kegiatan Pemerintah Kota Tanjungbalai Tahun Anggaran2011

133

NO URAIAN / JENIS BAHAN BANGUNAN SATUAN

1 2 3 4 5

P A S I R

1 Pasir pasang / Beton M3 44,000 44,000

2 Pasir Urug M3 42,610 42,610

3 Pasir Ayak/ Stone rouser M3 345,210 345,210

4 !ana" !i#$un M3 56,%20 56,%20

5 Sirtu & Pasir Batu ' M3 2%4,130 2%4,130

6 (apur (ering M3 15,%40 15,%40

) (apur Basa" M3 3%3,400 ***

B A ! U

1 Batu Pe+a" 05 - 1 M3 3%1,140 3%1,140

2 Batu Pe+a" 1 - 2 M3 3)0,333 3)0,333

3 Batu Pe+a" 2 - 3 M3 35%,%)5 35%,%)5

4 Batu Pe+a" 3 - 5 M3 341,000 35%,050

5 Batu Pe+a" 5 - ) M3 341,000 35%,050

6 Batu Mangga M3 26.,500 26.,500

) Batu (ai M3 23%,660 250,5.3

% Batu (eriki & Satu ui ' M3 265,%33 265,%33

. Batu (eriki (a+ang M3 36%,230 36%,230

10 Batu Paas M3 1%1,500 1%1,500

11 Batako Bua" 3,120 3,120

12 Paing Bok Bua" 2,%40 2,%40

13 Batu $ata +etak #esin Bua" 56% 56%

14 Batu $ata +etak tangan Bua" 3)0 3)0

15 (anstin 15 30 45 +# Bua" 2.,)60 2.,)60

16 (anstin 15 30 60 +# Bua" 4%,030 4%,030

S M

1 Se#en Puti" 40 (g ak 11),)%0 11),)%0

2 Se#en Portan & Anaas ' 40 (g ak 46,200 4%,000

3 Se#en Portan & Anaas ' 50 (g ak 61,600 61,600

4 Se#en 7arna (g 3,000 3,000

M I 8 A (

1 Minyak Siener 9iter 2),460 2),460

2 Minyak e#uk 9iter 16,500 16,500

3 Minyak Soar 9iter 4,500 4,500

4 Bensin 9iter 4,500 4,500

5 Minyak tana" / a#pu 9iter 3,)50 3,)50

6 (oter (g 6,350 6,350

) Minyak erang 9iter 20,2.0 20,2.0

% Minyak Bekisting 9iter 26,000 26,000

HARGA TAHUN 2010(Rp.)


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134


1 2 3 4 5



A S P A 9

1 Aspa 60/)0 (g 10,510 11,036

: ; ! M I Batang 113,%50 113,%50

) Pipa Meiu# 6 # &I' 3/4> Batang 15.,200 15.,200

% Pipa Meiu# 6 # &I' 1> Batang 1%1,500 1%1,500

. Pipa Meiu# 6 # &I' 1 1/2> Batang 300,))0 300,))0

10 Pipa Meiu# 6 # &I' 2> Batang 35),500 35),500

11 Pipa Meiu# 6 # &I' 2,5> Batang 42.,000 42.,000

12 Pipa Meiu# 6 # &I' 3> Batang 4%6,340 4%6,340

13 Pipa Meiu# 6 # &I' 4> Batang 620,460 620,460

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135


1 2 3 4 5



14 Pipa Meiu# 6 # &I' 6> Batang 1,%5%,%20 1,%5%,%20

15 Pipa Meiu# 6 # &I' %> Batang 2,3%%,%)0 2,3%%,%)0

16 Pipa Meiu# 6 # &I' 10> Batang 3,2)3,)10 3,2)3,)10

A ! A P

1 Seng 9 B9S 20 (aki %,110 %,110

2 Seng 9 B9S 32 (aki .,4)0 .,.44

3 Atap enteng Meta 9e#$ar %2,500 %2,500

4 Atap As$es eo#$ang (aki 1),310 1),310

5 Atap Au#iniu# eo#$ang (aki 41,%00 41,%00

6 Atap Super =e (aki %6,)20 %6,)20

) Atap Pastik eo#$ang Ci$er 9e#$ar )5,350 ).,11%

% Atap ipa" 9e#$ar 2,%40 2,%40

. Atap Ru#$ia 9e#$ar 3,510 3,510

10 Ra$ung Seng 9e$ar 30 +# per 6 kaki 9e#$ar 24,015 24,015

11 Ra$ung Seng 9e$ar 30 +# per ) kaki 9e#$ar 2),000 2),000

12 enteng P Biasa Bua" 2,460 2,460

13 enteng P 7arna Bua" 5,060 5,060

14 enteng Ra$ung (eping 51,)00 51,)00

15 Seng Pat B9S 30 (aki 11,560 11,560

16 !epas (eapa Sa@it 9e#$ar 1),350 1),350

1) !epas Ba#$u 9e#$ar 25,440 25,440

1% Ra$ung As$es PanDang 0,5 #? 9e#$ar 36,160 36,160

1. eek / !opas Ba#$u 9e#$ar 44,000 44,000

20 eek/ !opas (eapa Sa@it 9e#$ar 2),500 2),500

21 Rangka atap in+au# &$entang 6 #' M2 216,%)5 216,%)5

P A ( U

1 Paku 05 > - 1 > (g 21,100 21,100

2 Paku 1,5 > - 5 > (g 1),4.0 1),4.0

3 Paku Seng (g 25,250 25,250

4 Paku Seng Uir (g 30,000 30,000

5 Baut (epaa Seng 4/%> - 12> Bua" 5,.50 5,.50

6 Baut (epaa Seng 5/%> - 14> Bua" 16,5.0 16,5.0

) Baut (epaa Seng 1> - 14> Bua" )),030 )),030

% Baut (ukut Bua" 16,4)0 16,4)0

. Baut 5/% Bua" 30,%40 30,%40

( A 7 A !

1 (a@at 9i+in (g 1),350 1),350

2 (a@at Beton (g 1%,%%0 1%,%%0

3 (a@at =uri &%0' # M? 20,020 20,020

4 (a@at ya#uk Puti" M? 16,060 16,060

5 (a@at ya#uk :iDau M? 12,100 12,100

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136


1 2 3 4 5



6 (a@at aa M? 24,.40 24,.40

A !

1 at (iat ap (ua !er$ang (g 4.,225 51,6%6

2 at Perak ap (ua !er$ang (g 55,000 5),)50

3 at !e#$ok Eisteks (g 2),110 2%,466

4 at !e#$ok Eineks (g 40,150 42,15%

5 at Eernis ap Pai (g 30,220 31,)31

6 at Manie Besi (g 22,36) 23,4%5

) at Manie (ayu (g 123,450 12.,623

% Minyak at (g 30,1)0 31,6).

B!; BUIS

1 Beton Buis =ia#eter 10 +# B"/M 2),600 2),600

2 Beton Buis =ia#eter 15 +# B"/M 3%,400 3%,400

3 Beton Buis =ia#eter 20 +# B"/M 4%,000 4%,000

4 Beton Buis =ia#eter 30 +# B"/M .0,200 .0,200

5 Beton Buis =ia#eter 40 +# B"/M 216,000 216,000

6 Beton Buis =ia#eter 60 +# B"/M 216,000 216,000

) Beton Buis =ia#eter %0 +# B"/M 216,000 216,000

% Beton Buis =ia#eter 100 +# B"/M 216,000 216,000

. Beton Buis Bea" 0 - 10 +# B"/M 24,000 25,200

10 Beton Buis Bea" 0 - 20 +# B"/M 2),600 2%,.%0

11 Beton Buis Bea" 0 - 30 +# B"/M 4.,500 51,.)5

12 9o$ang Angin Batu B"/M 6,6)0 6,6)0

! 9

1 !ege P 20 20 +# M2 53,350 53,350

2 !ege P 30 30 +# M2 44,550 44,550

3 !ege Moti Bunga 20 20 +# M2 53,350 53,350

4 !ege Moti Bunga 30 30 +# M2 55,000 55,000

5 Porsein Poos 11 11 +# Bua" 1,300 1,300

6 Porsein Poos 10 20 +# Bua" 1,%20 1,%20

) Porsein Poos 30 30 +# Bua" %,5%0 %,5%0

% (era#ik Poos 10 20 +# M2 52,06) 52,06)

. (era#ik Poos 20 20 +# M2 54,000 54,000

10 (era#ik Poos 20 25 +# M2 64,%00 64,%00

11 (era#ik Poos 30 30 +# M2 4.,200 4.,200

12 (era#ik Poos 40 40 +# M2 60,000 60,000

13 (era#ik 7arna Poos 10 20 +# M2 45,600 45,600

14 (era#ik 7arna Poos 20 20 +# M2 54,)20 54,)20

15 (era#ik 7arna Poos 20 25 +# M2 51,000 51,000

16 (era#ik 7arna Poos 30 30 +# M2 63,000 63,000

1) (era#ik 7arna Poos 40 40 +# M2 60,500 60,500

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137


1 2 3 4 5



1% (era#ik 7arna Ber+orak 10 20 +# M2 4%,000 4%,000

1. (era#ik 7arna Ber+orak 20 20 +# M2 54,000 54,000

20 (era#ik 7arna Ber+orak 20 25 +# M2 60,000 60,000

21 (era#ik 7arna Ber+orak 30 30 +# M2 54,000 54,000

22 (era#ik 7arna Ber+orak 40 40 +# M2 )2,000 )2,000

23 in+in (era#ik Poos Meter 1),400 1),400

24 in+in (era#ik Uir Meter 1.,200 1.,200

A S B S

1 As$es M2 14,460 14,460

2 ypsu# M2 1.%,.00 1.%,.00

7 A S : ! A C 9

1 7astae Biasa Bua" 3.),%20 43),602

2 (oset =uuk &!anpa $ak air' Bua" 660,000 )26,000

3 (oset uuk &engan $ak air' Bua" 1,%%0,610 2,06%,6)1

4 (oset ongkok Bua" 202,510 222,)61

(UI !AAM

1 (un+i =B9 ap (ua 4> Bua" 3%,2%0 3%,2%0

2 (un+i 9o+k (9 Biasa 6> Bua" %3,530 %3,530

3 (un+i 9o+k Besar Uk 4> Bua" 34,%00 34,%00

R = 9

1 rene Besar 4> Bua" 1%,000 1%,000

2 :ak Angin Biasa Pasang 10,%00 10,%00

3 :ane &pegangan' Bua" 10,%00 10,%00

S 9

1 ngse a$ut / (upu-kupu 3> Pasang 10,120 10,120



4 ngse a$ut 3> Pasang 6,%)5 6,%)5

5 ngse a$ut 4> Pasang %,%00 %,%00

6 ngse a$ut 5> Pasang 13,01) 13,01)

) ngse PanDang 9e#ari M? 16,500 16,500

P;MPA !AA

1 =ragon Bua" 300,000 300,000

2 9u+ky Bua" 250,000 250,000

BAMBU BU9A!

1 PanDang 12 #eter Batang 14,.10 25,34)

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138


1 2 3 4 5



SP!I!A( 9iter 556,.40 66%,32%

9AMP SA=9

1 2 3/4 in+"i Bua" 36,530 36,530

2 3 3/4 in+"i Bua" 54,050 54,050

3 4 3/4 in+"i Bua" 63,5.0 63,5.0

=;UB9 IPP9

1 1/2 in+"i Bua" 3,1)0 3,1)0

2 3/4 in+"i Bua" 3,.)0 3,.)0

3 1 in+"i Bua" 4,)60 4,)60

4 1 1/2 in+"i Bua" ),150 ),150

5 2 in+"i Bua" %,)40 %,)40

6 3 in+"i Bua" 31,%20 31,%20

) 4 in+"i Bua" 4),)30 4),)30

(I &9B;7 S:;R!, RA= I'

1 1/2 in+"i Bua" 3,11) 3,11)

2 3/4 in+"i Bua" 4,)6) 4,)6)

3 1 in+"i Bua" 5,6%3 5,6%3

4 1 1/2 in+"i Bua" %,%00 %,%00

5 2 in+"i Bua" 22,250 22,250

6 3 in+"i Bua" 43,)50 43,)50

) 4 in+"i Bua" )1,600 )1,600

B= &9B;7 SC;R! RA=IUS A99 !RA=='

1 1/2 in+"i Bua" 4,%60 4,%60

2 3/4 in+"i Bua" 6,260 6,260

3 1 in+"i Bua" 6,.60 6,.60

4 2 in+"i Bua" 14,1.0 14,1.0

5 3 in+"i Bua" 24,040 24,040

6 4 in+"i Bua" 44,540 44,540

C;US! 9B;7

1 1/2 in+"i Bua" 4,125 4,125

2 3/4 in+"i Bua" 6,050 6,050

3 1 in+"i Bua" .,060 .,060

=;P PE (9S A7

1 2 in+"i Bua" 3.,))0 3.,))0

2 3 in+"i Bua" 5%,%60 5%,%60

3 4 in+"i Bua" )3,1.0 )3,1.0

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139


1 2 3 4 5



4 6 in+"i Bua" .4,..0 .4,..0

C9A S!9

1 6 in+"i Bua" 10%,4%0 10%,4%0

2 % in+"i Bua" 1.%,.10 1.%,.10

3 10 in+"i Bua" 23%,6.0 23%,6.0

4 12 in+"i Bua" 2)%,4)0 2)%,4)0

(AB9 !7IS!= &!I' PR M!R

1 3 50 ## F 1 35 ## M? 40,0.0 40,0.0

2 3 35 ## F 1 25 ## M? 41,130 41,130

3 2 25 ## M? 23,550 23,550

4 2 16 ## M? 16,210 16,210

5 2 10 ## M? ),3.0 ),3.0

(AB9 88 50 M!R

1 2 1,5 ## uung 154,200 154,200

2 2 2,5 ## uung 220,030 220,030

3 2 4 ## uung 304,650 304,650

4 2 6 ## uung 402,440 402,440

5 3 1,5 ## uung 1.),%30 1.),%30

6 3 2,5 ## uung 2%2,0%0 2%2,0%0

) 3 4 ## uung 40%,0.0 40%,0.0

% 3 6 ## uung 55%,530 55%,530

. 4 1,5 ## uung 23%,%30 23%,%30

10 4 2,5 ## uung 35.,1.0 35.,1.0

11 4 4 ## uung 524,6%0 524,6%0

12 4 6 ## uung )3.,0)0 )3.,0)0

13 2,5 1 ## uung 32.,100 32.,100

(AB9 8M PR M!R

1 3 4 M? .,350 .,350

2 2 4 M? ),060 ),060

3 3 2,5 M? 6,4%0 6,4%0

4 2 2,5 M? ),)00 ),)00

5 3 1,5 M? ),)00 ),)00

6 2 1,5 M? 5,500 5,500

MA!I (;!RA!;R

1 C:-50 :3 CAS )5 A 220 E Bua" 514,%)0 514,%)0

2 S-2 S &CUI' 3 CAS %0 A 220 E Bua" .)5,))0 .)5,))0

3 :-15 &;9=S!AR' 3 CAS 100 A 220 E Bua" 1,02),330 1,02),330

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140


1 2 3 4 5



PIPA PE

1 Pipa Meiu# 6 # &I' 1/2> Batang 3%,5)0 3%,5)0

2 Pipa Meiu# 6 # &I' 3/4> Batang 4.,4.0 4.,4.0

3 Pipa Meiu# 6 # &I' 1> Batang 65,500 65,500

4 Pipa Meiu# 6 # &I' 1 1/2> Batang 123,)20 123,)20

5 Pipa Meiu# 6 # &I' 2> Batang 1%1,.50 1%1,.50

6 Pipa Meiu# 6 # &I' 2,5> Batang 21%,340 21%,340

) Pipa Meiu# 6 # &I' 3> Batang 320,240 320,240

% Pipa Meiu# 6 # &I' 4> Batang 43%,5.0 43%,5.0

. Pipa Meiu# 6 # &I' 6> Batang )).,)20 )).,)20

10 Pipa Meiu# 6 # &I' %> Batang 1,24),560 1,24),560

11 Pipa Meiu# 6 # &I' 10> Batang 1,%51,%50 1,%51,%50

12 Pipa Meiu# 6 # &I' 12> Batang 2,353,110 2,353,110

A9A! BA!U Set 11),)10 12.,4%1

=MPU9 (g 11),)10 11),)10

RA;9 (g 1.,.50 1.,.50

( AA BI

1 (a+a 3 ## (aki ),.50 %,)45

2 (a+a 5 ## (aki 16,500 1%,150

( AA RIB

1 (a+a 3 ## (aki 10,120 11,132

2 (a+a 5 ## (aki 11,000 12,100

( AA BUA

1 (a+a 3 ## (aki 10,120 11,132

2 (a+a 5 ## (aki 10,%40 11,.24

A9A! PASPA9A

1 Bros aspa Bua" .,3)0 .,3)0

2 Pengki Bua" 3,)40 3,)40

3 Sapu ii gagang Bua" .,3)0 .,3)0

4 eret aspa Bua" 2%,120 2%,120

5 ayung aspa Bua" .,3)0 .,3)0

6 !e#pat #e#asak aspa Bua" 1%,)40 1%,)40

S;(! I

1 1/2 I B " 3,300 3,300

2 3/4 I B " 4,1%0 4,1%0

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141


1 2 3 4 5



3 1 I B " 6,%)5 6,%)5

4 1 1/2 I B " 11,%25 11,%25

5 2 I B " 1%,150 1%,150

6 3 I B " 50,050 50,050

) 4 I B "

! I

1 1/2 < 1/2 < 1/2 B " 4,%40 4,%40

2 3/4 < 3/4 < 3/4 B " ),150 ),150

3 3/4 < 3/4 < 3/4 B "

4 1 < 1 < 1 B " 11,2)5 11,2)5

5 1 < 1 < 3/4 B "

6 1 1/2 < 1 1/2 < 1 1/2 B " 20,625 20,625

) 2 < 2 < 2 B " 31,.00 31,.00

% 2 < 2 < 1/2 B "

. 3 < 3 < 3 B " 100,100 100,100

10 4 < 4 < 4 B "

=;P & PR;C I '

1 1/2 I B " 3,300 3,300

2 3/4 I B " 3,.60 3,.60

3 1 I B " 5,500 5,500

4 1 1/2 I B " 10,450 10,450

5 2 I B " 14,5)5 14,5)5

6 3 I B " 42,.00 42,.00

) 4 I B "

A! EA9U (UIA

1 1/2 I B " 35,)50 35,)50

2 3/4 I B " 4.,500 4.,500

3 1 I B " %2,500 %2,500

4 1 1/2 I B "

5 2 I B "

6 3 I B "

) 4 I B "

(RA & CAUS! '

1 I(9 1/2 I B " 3%,500 3%,500

2 3/4 I B "

3 BUA (PA9A (AA 1/2 I B "

S;(! PE (9S G A7

1 1/2 I B " ),0.5 ),0.5

2 3/4 I B " 1,403 1,403

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142


1 2 3 4 5



3 1 I B " 2,0.0 2,0.0

4 1 1/2 I B " 4,1%0 4,1%0

5 2 I B " 6,023 6,023

6 3 I B " 14,300 14,300

) 4 I B " 6,600 6,600

9B;7 PE (9S G A7

1 1/2 I B " 1,3)5 1,3)5

2 3/4 I B " 1,.%0 1,.%0

3 1 I B " 2,)50 2,)50

4 1 1/2 I B " 5,225 5,225

5 2 I B " ),.)5 ),.)5

6 3 I B " 1%,)00 1%,)00

! PE A7

1 1/2 I B " 1,%15 1,%15

2 3/4 I B " 2,420 2,420

3 1 I B " 3,6%5 3,6%5

4 1 1/2 I B " ),040 ),040

5 2 I B " 10,)25 10,)25

6 3 I B " 23,650 23,650

) 4 I B " 4,400 4,400

9M PE &!UB' !$ 6,26)55 6,26)55

9M PE (A9A B " 50,631.) 50,631.)

!IM S7I!:

1 9RA= 230 E 16 A 50 :H B"

2 !B 1)% 220 E 15 A 50 :H B"

3 !B 43% 240 E 20 A 50 :H B"

PA9 &B;< (RI'

1 304020 +# B"

2 405020 +# B"

3 406020 +# B"

4 506020 +# B"

5 554540 +# B"

6 655045 +# B"

SPU9 IS;9A!;R 9(AP Set

;=SA!;R

1 20 uC 250 E 50/60 :H

2 10 uC 250 E 50/60 :H B"

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143


1 2 3 4 5



3 4 uC 250 E 50/60 :H B"

B;9A 9AMPU an 9AMPU A9A

1 Boa 9a#pu :P9 125 7 &P"iips' B"

2 Boa 9a#pu :P9 250 7 &P"iips' B"

3 Boa 9a#pu S; )0 7 &P"iips' B"

4 Boa 9a#pu S; 150 7 &P"iips' B"

5 Baast B:9 125 7 &P"iips' B"

6 Baast B:9 250 7 &P"iips' B"

) Baast BS )0 7 &P"iips' B"

% Baast BS 150 7 &P"iips' B"

. 9a#pu aan :R 510 :P9 &(o#pit' 125 7 B"

10 9a#pu aan :R 511 :P9 &(o#pit' 250 7 B"

11 9a#pu aan SR 511 S; &(o#pit' )0 7 B"

12 9a#pu aan SR 510 S; &(o#pit' 150 7 B"

ARMA!UR &UP 9AMPU MRUR8'

1 250 7 B"

2 150 7 B"

3 100 7 B"

9AMPU :IAS

1 ai =e+orate Basket ig"t &ia 2 #' set

2 ai =e+orate Basket ig"t &ia 3 #' set

3 ai =e+orate Basket 9ig"t &ia 4 #' set

4 ar+issus 9ig"t &tinggi 1,5 #' set

5 ar+issus 9ig"t &tinggi 2 #' set

6 ar+issus 9ig"t &tinggi 3,1 #' set

) Cire+ra+ker 9ig"t &tinggi 2 #' set

% Cire+ra+ker 9ig"t &tinggi 4 #' set

. "rysant"onu# 9ig"t &tinggi 1 #' set

10 "rysant"onu# 9ig"t &tinggi 1,5 #' set

11 9itte Cire@orks 9ig"t &ia 1,5 #' set

12 9itte Cire@orks 9ig"t &ia 3 #' set

13 Cire@orks 9ig"t &ia 2 #' set




1) Cire@orks 9ig"t &ia 6 #' set

1% Cire@orks 9ig"t &ia ) #' set

1. Cire@orks 9ig"t &ia % #' set

20 ro@n 9ig"t &tinggi 2 #' set

21 ro@n 9ig"t &tinggi 4,5 #' set

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144


1 2 3 4 5



22 Countain 9ig"t &tinggi 3 #' set

23 Countain 9ig"t &tinggi 4 #' set

24 Pin@"ee 9ig"t &ia 2 #' set



2) Re$u Co@er 9ig"t &ia 2 #' set

2% Re$u Co@er 9ig"t &ia 3 #' set

2. Re$u Co@er 9ig"t &ia 4 #' set

30 9u+ky 9ig"t &ia 2 #' set



33 Ease 9ig"t &tinggi 2 #' set

34 otton Rose 9ig"t &ia 2 #' set



3) Buttery 9ig"t &ia 1,5 #' set

3% 9otus 9ig"t &ia 2,5 #' set

3. =ragon-p"oni+ 9ig"t &ia 1,% #' set

40 Mus"roo# 9ig"t &ia 1,5 #' set

41 Star Co@er 9ig"t &tinggi 3 #' set

42 Star Co@er 9ig"t &tinggi 4 #' set

43 Rising Sun 9ig"t &tinggi 3,5 #' set

44 Rising Sun 9ig"t &tinggi 4,5 #' set

45 9otus Co@er 9ig"t &ia 2,5 #' set

46 =rea# Countain 9ig"t &ia 2,5 #' set

4) !"ree Coor U#$rea 9ig"t &ia 2,5 #' set

4% !"ree Coor U#$rea 9ig"t &ia 3 #' set

4. Buge Co@er 9ig"t &ia 2,5 #' set

50 Poy+"ro#e 9ig"t &ia 2,5 #' set

51 7ater Co@er 9ig"t &ia 2,5 #' set

52 Bu 9ig"t &ia 2 #' set

53 y 9ig"t &tinggi 1,% #' set

54 Cie 9itte Cire@orks 9ig"t &ia 2,5 #' set

55 Mie Co@er Basket 9ig"t &ia 1# ' set

56 Muti oor Co@er Basket 9ig"t &ia 1 #' set

5) Mini-Cire@orks 9ig"t &ia 0,% #' set

5% 9itte Moon 9ig"t &ia 1,5 #' set

5. Mini Ease 9ig"t &ia 1 #' set

60 Mini Co@er Basket 9ig"t &ia 0,% #' set

61 Mini =ragon P"oni 9ig"t &ia 0,% #' set

62 Mini "rysant"enu# 9ig"t &ia 0,% #' set

63 7ater Moon 9ig"t &ia 1 #' set

64 Mini 9u+ky 9ig"t &ia 0% #' set

65 Mini Countain 9ig"t &ia 0,% #' set

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145


1 2 3 4 5



66 o+onut !ree 9ig"t &ia 5 #, tinggi 4-6 #' set

6) o+onut !ree 9ig"t &ia 3 #, tinggi 3-5 #' set

6% o+onut !ree 9ig"t &ia 2 #, tinggi 4-6 #' set

6. =ate Pa# !ree 9ig"t &ia 3 #, tig 3-4 #' set

)0 9a#pu Sang M

CI!I MRUR8 =ARI BA!U

1 (PA9A BSAR B"

2 (PA9A (I9 B"

C:;!; S9 PRBUA:

1 3 A 220 E B"

2 6 A 220 E B"

3 10 A 220 E B"

S;(! U!U( (AB9 !7IS!=

1 50 ## B"

2 35 ## B"

3 25 ## B"

4 16 ## B"

5 10 ## B"

;(! U!U( (AB9 88

1 10 ## B"

2 6 ## B"

3 4 ## B"

BAU!

1 6 5/%?? Btg

2 % 5/%?? Btg

3 10 5/%?? Btg

IS;9ASIBA

1 S;!: 3M1 Ro &. Meter' 23 Ro9

2 33 Ro9

A9A!-A9A! 9IS!RI( 9AI

1 Isoasi$an $iasa 9usin

2 Isoasi$an !a"an Air B"

3 Sa#$ungan (a$e Au#uniu# 35 ## B"

4 Sa#$ungan (a$e Au#uniu# 25 ## B"

5 !er#ina o 15 Papan

6 !er#ina o 25 Papan

) !iang 9a#pu . #eter te$a tiang 6 ## Btg

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146


1 2 3 4 5



% Ignektor S 5% B"

. (otak sekring $esi &ke+i' B"

10 (a@at Sekur M

11 Pena"an Sekur B"

12 MB 6 A B"

13 Parae rup B"

14 Penarik (a$e Biasa B"

15 (apasitor 20 uC B"

16 (apasitor 25 uC B"

1) Stang 9a#pu PDg 1,2 - 1,5 # Btg

1% Pipa pastik 3/4> Batang

1. Asket pipa 3/4 ?? B"

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147

HARGA TAHUN 2011 + PPN 10%

(Rp.)

6

0.0.0.0.0.1

40,000 40,000

3%,)36 3%,)36

313,%2) 313,%2)

51,655 51,655

25%,300 25%,300

14,400 14,400

34%,545 34%,545

346,4.1 346,4.1

336,66) 336,66)

326,250 326,250

325,500 325,500

325,500 325,500

245,000 245,000

22),%12 22),%12

241,66) 241,66)

334,)55 334,)55

165,000 165,000

2,%36 2,%36

2,5%2 2,5%2

51) 51)

336 336

2),055 2),055

43,664 43,664

10),0)3 10),0)3

43,636 43,636

56,000 56,000

2,)2) 2,)2)

24,.64 24,.64

15,000 15,000

4,0.1 4,0.1

4,0.1 4,0.1

3,40. 3,40.

5,))3 5,))3

1%,445 1%,445

23,636 23,636

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148


(Rp.)

6

10,032 10,032

1,15%,.4% 1,15%,.4%

1,144,3.5 1,144,3.5

6,%54,545 6,%54,545

6,5..,055 6,5..,055

5,164,655 5,164,655

3,.33,333 3,.33,333

3,22),0)3 3,22),0)3

11,5)3 11,5)3

14,405 14,405

1%,)%5 1%,)%5

24,.62 24,.62

3%,5)) 3%,5))

4.,312 4.,312

6%,333 6%,333

3),06) 3),06)

.1,405 .1,405

14,340 14,340

%,%%. %,%%.

%0,626 %0,626

13%,3)5 13%,3)5

240,000 240,000

654,545 654,545

16,364 16,364

25,100 25,100

25,100 25,100

%,6%2 %,6%2

.1,5)3 .1,5)3

103,500 103,500

144,)2) 144,)2)

165,000 165,000

2)3,42) 2)3,42)

325,000 325,000

3.0,000 3.0,000

442,12) 442,12)

564,055 564,055

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149


(Rp.)

6

1,6%.,%36 1,6%.,%36

2,1)1,)00 2,1)1,)00

2,.)6,100 2,.)6,100

),3)3 ),3)3

.,040 .,040

)5,000 )5,000

15,)36 15,)36

3%,000 3%,000

)%,%36 )%,%36

)1,.25 )1,.25

2,5%2 2,5%2

3,1.1 3,1.1

21,%32 21,%32

24,545 24,545

2,236 2,236

4,600 4,600

4),000 4),000

10,50. 10,50.

15,))3 15,))3

23,12) 23,12)

32,%)3 32,%)3

40,000 40,000

25,000 25,000

1.),15. 1.),15.

1.,1%2 1.,1%2

15,.00 15,.00

22,.55 22,.55

2),2)3 2),2)3

5,40. 5,40.

15,0%2 15,0%2

)0,02) )0,02)

14,.)3 14,.)3

2%,036 2%,036

15,))3 15,))3

1),164 1),164

1%,200 1%,200

14,600 14,600

11,000 11,000

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150


(Rp.)

6

22,6)3 22,6)3

46,.%% 46,.%%

52,500 52,500

25,%)% 25,%)%

3%,325 3%,325

2%,%46 2%,%46

21,350 21,350

11),%3. 11),%3.

2%,).. 2%,)..

25,0.1 25,0.1

34,.0. 34,.0.

43,636 43,636

%2,000 %2,000

1.6,364 1.6,364

1.6,364 1.6,364

1.6,364 1.6,364

1.6,364 1.6,364

22,.0. 22,.0.

26,345 26,345

4),250 4),250

6,064 6,064

4%,500 4%,500

40,500 40,500

4%,500 4%,500

50,000 50,000

1,1%2 1,1%2

1,655 1,655

),%00 ),%00

4),333 4),333

4.,0.1 4.,0.1

5%,.0. 5%,.0.

44,)2) 44,)2)

54,545 54,545

41,455 41,455

4.,)45 4.,)45

46,364 46,364

5),2)3 5),2)3

55,000 55,000

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151


(Rp.)

6

43,636 43,636

4.,0.1 4.,0.1

54,545 54,545

4.,0.1 4.,0.1

65,455 65,455

15,%1% 15,%1%

1),455 1),455

13,145 13,145

1%0,%1% 1%0,%1%

3.),%20 3.),%20

660,000 660,000

1,%%0,610 1,%%0,610

202,510 202,510

34,%00 34,%00

)5,.36 )5,.36

31,636 31,636

16,364 16,364

.,%1% .,%1%

.,%1% .,%1%

.,200 .,200

13,000 13,000

1%,)50 1%,)50

6,250 6,250

%,000 %,000

11,%33 11,%33

15,000 15,000

2)2,)2) 2)2,)2)

22),2)3 22),2)3

23,043 23,043

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152


(Rp.)

6

60),5)1 60),5)1

33,20. 33,20.

4.,136 4.,136

5),%0. 5),%0.

2,%%2 2,%%2

3,60. 3,60.

4,32) 4,32)

6,500 6,500

),.45 ),.45

2%,.2) 2%,.2)

43,3.1 43,3.1

2,%33 2,%33

4,333 4,333

5,16) 5,16)

%,000 %,000

20,22) 20,22)

3.,))3 3.,))3

65,0.1 65,0.1

4,41% 4,41%

5,6.1 5,6.1

6,32) 6,32)

12,.00 12,.00

21,%55 21,%55

40,4.1 40,4.1

3,)50 3,)50

5,500 5,500

%,236 %,236

36,155 36,155

53,50. 53,50.

66,536 66,536

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153


(Rp.)

6

%6,355 %6,355

.%,61% .%,61%

1%0,%2) 1%0,%2)

216,..1 216,..1

253,155 253,155

36,445 36,445

3),3.1 3),3.1

21,40. 21,40.

14,)36 14,)36

6,)1% 6,)1%

140,1%2 140,1%2

200,02) 200,02)

2)6,.55 2)6,.55

365,%55 365,%55

1).,%45 1).,%45

256,436 256,436

3)0,..1 3)0,..1

50),)55 50),)55

21),11% 21),11%

326,536 326,536

4)6,.%2 4)6,.%2

6)1,%%2 6)1,%%2

2..,1%2 2..,1%2

%,500 %,500

6,41% 6,41%

5,%.1 5,%.1

),000 ),000

),000 ),000

5,000 5,000

46%,064 46%,064

%%),064 %%),064

.33,.36 .33,.36

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154


(Rp.)

6

35,064 35,064

44,..1 44,..1

5.,545 5.,545

112,4)3 112,4)3

165,40. 165,40.

1.%,4.1 1.%,4.1

2.1,12) 2.1,12)

3.%,)1% 3.%,)1%

)0%,%36 )0%,%36

1,134,145 1,134,145

1,6%3,500 1,6%3,500

2,13.,1.1 2,13.,1.1

11),)10 11),)10

10),00. 10),00.

1%,136 1%,136

),.50 ),.50

16,500 16,500

10,120 10,120

11,000 11,000

10,120 10,120

10,%40 10,%40

%,51% %,51%

3,400 3,400

%,51% %,51%

25,564 25,564

%,51% %,51%

1),036 1),036

3,000 3,000

3,%00 3,%00

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155


(Rp.)

6

6,250 6,250

10,)50 10,)50

16,500 16,500

45,500 45,500

4,400 4,400

6,500 6,500

10,250 10,250

1%,)50 1%,)50

2.,000 2.,000

.1,000 .1,000

3,000 3,000

3,600 3,600

5,000 5,000

.,500 .,500

13,250 13,250

3.,000 3.,000

32,500 32,500

45,000 45,000

)5,000 )5,000

35,000 35,000

6,450 6,450

1,2)5 1,2)5

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156


(Rp.)

6

1,.00 1,.00

3,%00 3,%00

5,4)5 5,4)5

13,000 13,000

6,000 6,000

1,250 1,250

1,%00 1,%00

2,500 2,500

4,)50 4,)50

),250 ),250

1),000 1),000

1,650 1,650

2,200 2,200

3,350 3,350

6,400 6,400

.,)50 .,)50

21,500 21,500

4,000 4,000

5,6.% 5,6.%

46,02. 46,02.

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157


(Rp.)

6

7/25/2019 SNI 2011 & BOW 2011.xls

43/386


158


(Rp.)

6

7/25/2019 SNI 2011 & BOW 2011.xls

44/386


159


(Rp.)

6

7/25/2019 SNI 2011 & BOW 2011.xls

45/386


160


(Rp.)

6

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Harga Barang dan Jasa dan Harga Satuan Pokok Kegiatan Pemerintah Kota Tanjungbalai Tahun Anggaran 2011 132

; URAIA IS BA:A SA!UA:ARA !A:U 2010 :ARA !A:U 2011

&Rp' &Rp'

1 2 3 4 5

UPA: P(RA

1 Manor : a r i 5),%0000 5),%0000

2 (epaa !ukang : a r i %0,60000 %0,60000

3 !ukang : a r i 66,10000 66,10000

15 PekerDa : a r i 4.,60000 4.,60000

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Harga Barang dan Jasa dan Harga Satuan Pokok Kegiatan Pemerintah Kota Tanjungbalai Tahun Anggaran 2011 133

:ARA !A:U 2011 F PP 10

&Rp'

6

52,54545

)3,2)2)360,0.0.1

45,0.0.1

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NO KODE ANALISA KETERANGAN

1 SNI 2835:2008 TATA CARA PERHITUNGAN HARGA SATUAN PEKERJAAN TANAH

UNTUK KONSTRUKSI BANGUNAN GEDUNG DAN PERUMAHHAN

6.1 Menggali 1 m3 tanah biasa sedalam 1 meter



6.4 Menggali 1 m3 tanah keras sedalam 1 meter

6.5 Menggali 1 m3 tanah cadas sedalam 1 meter

6.6 Menggali 1 m3 tanah lumpur sedalam 1 meter

6.7 Mengerjakan 1 m2 stripping tebing setinggi 1 meter

6.8 Membuang 1 m3 tanah sejauh 30 meter

6.9 Mengurug kembali 1 m3 galian

6.10 Memadatkan 1 m3 tanah per 20 cm!

6.11 Mengurug 1 m3 pasir urug

6.12 Memasang 1 m3 "apisan pudel campuran 1 #$ % 3 $$ % 7 &"

6.13 Memasang 1 m3 "apisan pudel campuran 1 #$ % 5 &"6.14 Memasang 1 m2 lapisan ijuk tebal 10 cm

6.15 Mengurug 1 m3 sirtu padat untuk peninggian lantai bangunan

2 SNI 2836:2008 TATA CARA PERHITUNGAN HARGA SATUAN PEKERJAAN PONDASI


6.1 Memasang 1 m3 p'ndasi batu belah( campuran 1 $) % 3 $$





6.6 Memasang 1 m3 p'ndasi batu belah( campuran 1 #$ % 1 *M % 2 $$

6.7 Memasang 1 m3 p'ndasi batu belah( campuran 1 $) % 3 #$ % 10 $$6.8 Memasang 1 m3 p'ndasi batu belah( campuran + $) % 1 #$ % 4 $$

6.9 Memasang 1 m3 batu k's'ng aanstamping!

6.10 Memasang 1 m3 p'ndasi sikl'p( 60, bet'n campuran 1 $) % 2 $- %

6.11 Memasang 1 m3 p'ndasi sumuran( diameter 100 cm

3 SNI 2837:2008 TATA CARA PERHITUNGAN HARGA SATUAN PEKERJAAN PELESTER


6.1 Membuat 1 m2 plesteran 1 $) % 1 $$( tebal 15 mm








6.9 Membuat 1 m2 plesteran 1 $) % / #$ % 3 $$( tebal 15 mm

6.10 Membuat 1 m2 plesteran 1 $) % 2 #$ % 8 $$( tebal 15 mm

6.11 Membuat 1 m2 plesteran 1 *M % 1 #$ % 1 $$( tebal 15 mm





6.16 Membuat 1 m2 plesteran 1 $) % 5 $$( tebal 20 mm6.17 Membuat 1 m2 plesteran 1 $) % 6 $$( tebal 20 mm

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6.19 Membuat 1 m2 -erapen 1 $) % 5 $$( tebal 15 mm

6.20 Membuat 1 m $lesteran *k'ning 1 $) % 2 $$( lebar 10 mm

6.21 Membuat 1 m2 $lesteran ranit ( 1 $) % 2 ranit( tebal 10 mm

6.22 Membuat 1 m2 $lesteran &eras' ( 1 $) % 2 -atu &eras'( tebal 10 m

6.23 Membuat 1 m2 $lesteran )iprat 1 $) % 2 $$

6.24 Membuat 1 m2 inishing siar pasangan dinding bata merah 20 m!

6.25 Membuat 1 m2 inishing siar pasangan dinding c'nbl'ck eksp'se

6.26 Membuat 1 m2 inishing siar pasangan batu kali adukan 1 $) % 2 $$

6.27 Membuat 1 m2 acian

4 SNI 2839:2008 TATA CARA PERHITUNGAN HARGA SATUAN PEKERJAAN LANGIT-LA


6.1 Memasang 1 m2 langitlangit asbes semen( tebal 4 mm( 5 mm( dan

6.2 Memasang 1 m2 langitlangit akustik ukuran 30 30! cm



6.5 Memasang 1 m2 langitlangit tripleks ukuran 120 240! cm( tebal 36.6 Memasang 1 m2 langitlangit lambriiring kau( tebal 9 mm

6.7 Memasang 1 m2 langitlangit gpsum b'ard ukuran 1202409! m

6.8 Memasang 1 m list pla'nd gpsum pr'il

6.9 Memasang 1 m2 langitlangit akustik ukuran 60 120! cm rangka

6.10 Memasang 1 m list langitlangit kau pr'il

5 SNI 3434:2008 TATA CARA PERHITUNGAN HARGA SATUAN PEKERJAAN KAU


6.1 Membuat dan memasang 1 m3 kusen pintu dan kusen jendela( kau

6.2 Membuat dan memasang 1 m3 kusen pintu dan kusen jendela( kau

6.3 Membuat dan memasang 1 m2 pintu klamp standar( kau kelas

6.4 Membuat dan memasang 1 m2 pintu klamp sederhana( kau kelas 6.5 Membuat dan memasang 1 m2 daun pintu panel( kau kelas atau

6.6 Membuat dan memasang 1 m2 pintu dan jendela kaca( kau kelas

6.7 Membuat dan memasang 1 m2 pintu dan jendela jalusi kau kelas

6.8 Membuat 1 m2 daun pintu kau lapis pl:''d! rangkap( rangka tert

6.9 Membuat 1 m2 pintu pl:''d rangkap( rangka ep'se kau kelas

6.1 Memasang 1 m2 jalusi kusen( kau kelas atau

6.11 Memasang 1 m2 teak:''d rangkap( rangka ep'se kau kelas

6.12 Memasang 1 m2 teak:''d rangkap lapis 'rmika( rangka ep'se ka

6.13 Memasang 1 m3 k'nstruksi kudakuda k'n;ensi'nal( kau kelas (

6.14 Memasang 1 m3 k'nstruksi kudakuda ep'se( kau kelas

6.15 Memasang 1 m3 k'nstruksi g'rdeng( kau kelas

6.16 Memasang 1 m2 rangka atap genteng keramik( kau kelas

6.17 Memasang 1 m2 rangka atap genteng bet'n( kau kelas

6.18 Memasang 1 m2 rangka atap sirap( kau kelas

6.19 Memasang 1 m2 rangka langitlangit 50 100! cm( kau kelas ata

6.20 Memasang 1 m2 rangka langitlangit 60 60! cm( kau kelas atau

6.21 Memasang 1 m1 lisplank ukuran 3 20! cm( kau kelas atau kela

6.22 Memasang 1 m1 lisplank ukuran 3 30! cm( kau kelas atau kela

6.23 Memasang 1 m2 rangka dinding pemisah 60 120! cm kau kelas

6.24 Memasang 1 m2 dinding pemisah teak:''d rangkap( rangka kau k

6.25 Memasang 1 m2 dinding pemisah pl:''d rangkap( rangka kau kel

6.26 Memasang 1 m2 dinding lambriiring dari papan kau kelas

6.27 Memasang 1 m2 dinding lambriiring dari pl:''d ukuran 120 246.28 Memasang 1 m2 dinding bilik( rangka kau kelas atau

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6 SNI 6897:2008 TATA CARA PERHITUNGAN HARGA SATUAN PEKERJAAN DINDING


6.1 Memasang 1 m2 dinding bata merah ukuran 5 11 22! cm tebal 1






6.7 Memasang 1 m2 dinding bata merah ukuran 5 11 22! cm tebal





6.12 Memasang 1 m2 dinding bata merah ukuran 5 11 22! tebal / ba



6.15 Memasang 1 m2 dinding bata merah ukuran 5 11 22! cm tebal6.16 Memasang 1 m2 dinding =- 20 ( campuran spesi 1 $) % 3 $$

6.17 Memasang 1 m2 dinding =- 20( campuran spesi 1 $) % 4 $$





6.22 Memasang 1 m2 dinding tera:ang r'ster! ukuran 12 11 24! cm(

6.23 Memasang 1 m2 dinding tera:ang r'ster! ukuran 12 11 24! cm(

6.24 Memasang 1 m2 dinding bata ber'ngga eksp'se ukuran 5 11 2

7 SNI 7393:2008 TATA CARA PERHITUNGAN HARGA SATUAN PEKERJAAN BESI DAN

UNTUK KONSTRUKSI BANGUNAN GEDUNG DAN PERUMAHHAN6.1 Memasang 1 kg besi pr'il

6.2 Memasang 1 kg rangka kudakuda baja >?

6.3 Mengerjakan 100 kg pekerjaan perakitan

6.4 Membuat 1 m2 pintu besi plat baja tebal 2 mm rangkap( rangka baja

6.5 Mengerjakan 1 cm pengelasan dengan las listrik

6.6 Membuat 1 m2 rangka jendela besi scuare tube 25 5! cm

6.7 Memasang 1 m2 pintu r'lling d''r besi

6.8 Memasang 1 m2 pintu lipat ?'lding d''r!

6.9 Memasang 1 m2 sunscreen alluminium

6.10 Memasang 1 m2 r'lling d''r alluminium

6.11 Memasang 1 m kusen pintu alluminium

6.12 Memasang 1 m2 pintu alluminium strip lebar 8 cm

6.13 Memasang 1 m2 pintu kaca rangka alluminium

6.14 Memasang 1 m2 ;eneti'ns blinds dan

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6.3 Membuat 1 m3 bet'n mutu c 12(2 M$a # 150!( slump 12 C 2! c

6.4 Membuat 1 m3 lantai kerja bet'n mutu c 7(4 M$a # 100!( slump









6.13 Membuat 1 m3 bet'n kedap air dengan str'r' D 100

6.14 Memasang 1 m $aterst'p lebar 150 mm

6.15 Memasang 1 m $aterst'p lebar 200 mm

6.16 Membuat 1 m $aterst'p lebar 230 mm D 320 mm

6.17 $embesian 10 kg dengan besi p'l's atau besi ulir

6.18 Memasang 10 kg kabel presstressed p'l'sAstrands

6.19 Memasang 10 kg jaring ka:at bajaA:ire mesh

6.20 Memasang 1 m2 bekisting untuk p'ndasi6.21 Memasang 1 m2 bekisting untuk sl''

6.22 Memasang 1 m2 bekisting untuk k'l'm

6.23 Memasang 1 m2 bekisting untuk bal'k

6.24 Memasang 1 m2 bekisting untuk lantai

6.25 Memasang 1 m2 bekisting untuk dinding

6.26 Memasang 1 m2 bekisting untuk tangga

6.27 Memasang 1 m2 jembatan untuk pengec'ran bet'n

6.28 Membuat 1 m3 p'ndasi bet'n bertulang 150 kg besi bekisting!

6.29 Membuat 1 m3 sl'' bet'n bertulang 200 kg besi bekisting!

6.30 Membuat 1 m3 k'l'm bet'n bertulang 300 kg besi bekisting!

6.31 Membuat 1 m3 bal'k bet'n bertulang 200 kg besi bekisting!

6.32 Membuat 1 m3 plat bet'n bertulang 150 kg besi bekisting!6.33 Membuat 1 m3 dinding bet'n bertulang 150 kg besi bekisting!

6.34 Membuat 1 m3 dinding bet'n bertulang 200 kg besi bekisting!

6.35 Membuat 1 m k'l'm praktis bet'n bertulang 11 11! cm

6.36 Membuat 1 m ring bal'k bet'n bertulang 10 15! cm

9 SNI 7395:2008 TATA CARA PERHITUNGAN HARGA SATUAN PEKERJAAN PENUTUP


6.1 Memasang 1 m2 lantai ubin $) abuabu ukuran 40 40! cm



6.4 Memasang 1 m2 lantai ubin :arna ukuran 40 40! cm



6.7 Memasang 1 m2 lantai ubin teras' ukuran 40 40! cm

6.8 Memasang 1 m2 lantai ubin teras' ukuran 30 30! cm

6.9 Memasang 1 m2 lantai ubin granit ukuran 40 40! cm

6.10 Memasang 1 m2 lantai ubin granit ukuran 30 30! cm

6.11 Memasang 1 m2 lantai ubin teralu ukuran 40 40! cm

6.12 Memasang 1 m2 lantai ubin teralu ukuran 30 30! cm

6.13 Memasang 1 m2 lantai ubin teralu marmer ukuran 60 60! cm



6.16 Memasang 1 m plint ubin $) abuabu ukuran 15 20! cm6.17 Memasang 1 m plint ubin $) abuabu ukuran 10 30! cm

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6.18 Memasang 1 m plint ubin $) abuabu ukuran 10 40! cm

6.19 Memasang 1 m plint ubin $) :arna ukuran 10 20! cm



6.22 Memasang 1 m plint ubin teras' ukuran 10 30! cm

6.23 Memasang 1 m plint ubin teras' ukuran 10 40! cm

6.24 Memasang 1 m plint ubin granit ukuran 10 40! cm

6.25 Memasang 1 m plint ubin granit ukuran 10 30! cm

6.26 Memasang 1 m plint ubin teralu kerang ukuran 10 40! cm

6.27 Memasang 1 m plint ubin teralu kerang ukuran 10 30! cm

6.28 Memasang 1 m plint ubin teralu marmer ukuran 10 60! cm



6.31 Memasang 1 m2 lantai teras' c'r ditempat( tebal 3 cm

6.32 Memasang 1 m2 lantai keramik artistik ukuran 10 20! cm

6.33 Memasang 1 m2 lantai keramik artistik ukuran 10 10! cm atau 5

6.34 Memasang 1 m2 lantai keramik ukuran 33 33! cm

6.35 Memasang 1 m2 lantai keramik ukuran 30 30! cm6.36 Memasang 1 m2 lantai keramik ukuran 20 20! cm

6.37 Memasang 1 m2 lantai keramik ukuran 10 33! cm( ;ariasiAb'rder

6.38 Memasang 1 m2 lantai m'saik ukuran 30 30! cm( campuran spesi

6.39 Memasang 1 m plint keramik ukuran 10 20! cm



6.42 Memasang 1 m plint internal c';e artistik ukuran 5 5 20! cm

6.43 Memasang 1 m2 lantai marmer ukuran 100 100! cm

6.44 Memasang 1 m2 lantai karpet

6.45 Memasang 1 m2 underlaer

6.46 Memasang 1 m2 lantai parEuet

6.47 Memasang 1 m2 lantai kau gml''r!6.48 Memasang 1 m2 dinding p'rselen ukuran 11 11! cm

6.49 Memasang 1 m2 dinding p'rselin ukuran 10 20! cm

6.50 Memasang 1 m2 dinding p'rselin ukuran 20 20! cm

6.51 Memasang 1 m2 dinding keramik artistik ukuran 10 20! cm

6.52 Memasang 1 m2 dinding keramik artistik ukuran 5 20! cm

6.53 Memasang 1 m2 dinding keramik ukuran 10 20! cm

6.54 Memasang 1 m2 dinding keramik ukuran 20 20! cm

6.55 Memasang 1 m2 dinding marmer ukuran 100 100! cm

6.56 Memasang 1 m2 dinding bata pelapis ukuran 3 7 24! cm

6.57 Memasang 1 m2 dinding batu paras

6.58 Memasang 1 m2 dinding batu tempel hitam

6.59 Memasang 1 m2 lantai ;inl ukuran 30 30! cm #"

6.60 Memasang 1 m2 :all paper( lebar 50 cm

6.61 Memasang 1 m2 l''r hardener

6.62 Memasang 1 mplint ;inil karet ukuran 30 30! cm dengan perekat

6.63 Memasang 1 mplint kau kelas ukuran 2 10! cm

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FG?H

FG?H

3 #

N

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8 m!

NGIT

6 mm

mm( 4 mm dan 6 mm

( tebal 9 mm

alluminium

kelas

kelas atau

atau

atau

utup kau kelas lebar sampai 90 cm!

tau

u kelas

dan

u

atau

elas

las

! cm

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bata( campuran spesi 1 $) % 2 $$



bata(


bata( campuran spesi 1 $) % 3 #$ % 10 $$






ta( campuran spesi 1 $) % 8 $$

bata( campuran spesi 1 $) % 3 #$ % 10 $$

bata( campuran spesi 1 #$ % 1 *M % 1 $$

bata( campuran spesi 1 #$ % 1 *M % 2 $$

( campuran spesi 1 $) % 3 $$

( campuran spesi 1 $) % 4 $$

! cm( campuran spesi 1 $) % 3 $$

LUMINIUM

siku

5 cm

( :Ac 0(87 ( :Ac 0(78

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36! cm( :Ac 0(87

( :Ac 0(56

(

ANTAI DAN DINDING

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20! cm

i 1 $) % 3 $$

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ANALISA HARGA SATAN PEKERJAAN

NKe A,al-sa

Keb.a,)a

&,es'a"/a )aa,

mla.*a.(Ba.a,(Ala

1 2 3 4 5 6

)N& 2835200861

PEK. GALIAN TANAH BIASA MANAL "#$ %&'#(#"#) 1.00"

Te,a/a Ke"a Pee"a "/ 0750 R 45$09091 R 33$81818

+a," "/ 0025 R 52$54545 R 1$31364

Tal Te,a/a Ke"a R 35$13182

Ba.a,

Tal Ba.a, R :

mla. Tal Te,a/a Ke"a ; Tal Ba.a, R 35$13182

P"- 10 ? R 4$29464

PPN 10? R 4$72410

Tal R 51$96510

'a"/a saa, ee"aa, e" m@ D*+(#-%#) R 51,965.00

)N& 2835200863 PEK. GALIAN TANAH BIASA MANAL "#$ %&'#(#"#) 3.00"

Te,a/a Ke"a Pee"a "/ 1050 R 45$09091 R 47$34545

+a," "/ 0067 R 52$54545 R 3$52055


Ba.a,

Tal Ba.a, R :


P"- 10 ? R 4$67724

PPN 10? R 5$14496

Tal R 56$59456

'a"/a saa, ee"aa, e" m@ D*+(#-%#) R 56,595.00)N& 2835200865

PEK. GALIAN TANAH /ADAS MANAL "#$ %&'#(#"#) 1.00"

Te,a/a Ke"a Pee"a "/ 1500 R 45$09091 R 67$63636

+a," "/ 0060 R 52$54545 R 3$15273


Ba.a,

Tal Ba.a, R :


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NKe A,al-sa

Keb.a,)a

&,es'a"/a )aa,

mla.*a.(Ba.a,(Ala

1 2 3 4 5 6

P"- 10 ? R 5$6473

PPN 10? R 6$2121

Tal R 68$3331

'a"/a saa, ee"aa, e" m@ D*+(#-%#) R 68,333.0)N& 2835200867PEK. MENGERJAKAN STRIPPING TEBING SETINGGI 1.00"

Te,a/a Ke"a Pee"a "/ 0050 R 45$09091 R 2$2545

+a," "/ 0005 R 52$54545 R 2627


Ba.a,

Tal Ba.a, R :


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NKe A,al-sa

Keb.a,)a

&,es'a"/a )aa,

mla.*a.(Ba.a,(Ala

1 2 3 4 5 6

P"- 10 ? R 7551

PPN 10? R 8307

Tal R 9$1377

'a"/a saa, ee"aa, e" D*+(#-%#) R 9,138.0

)N& 28352008615

Te,a/a Ke"a Pee"a "/ 0250 R 45$09091 R 11$2727

+a," "/ 0025 R 52$54545 R 1$3136


Ba.a, )-" 1200 R 241$66667 R 290$0000

m3

m3

m2

PEK. MENGRG 1 "3SIRT PADAT NTK PENINGGIAN LANTAI BANGNAN

m3

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NKe A,al-sa

Keb.a,)a

&,es'a"/a )aa,

mla.*a.(Ba.a,(Ala

1 2 3 4 5 6

Tal Ba.a, R 290$0000


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62/386

NKe A,al-sa

Keb.a,)a

&,es'a"/a )aa,

mla.*a.(Ba.a,(Ala

1 2 3 4 5 6


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NKe A,al-sa

Keb.a,)a

&,es'a"/a )aa,

mla.*a.(Ba.a,(Ala

1 2 3 4 5 6

Pas-" Pasa,/ +@ 0523 R 40$00000 R 20$9200

Tal Ba.a, R 265$5336


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NKe A,al-sa

Keb.a,)a

&,es'a"/a )aa,

mla.*a.(Ba.a,(Ala

1 2 3 4 5 6

Ba.a, P"la, Ceme, K/ 15504 R 1$09091 R 16$9134

Pas-" Pasa,/ m@ 0016 R 40$00000 R 6400

Tal Ba.a, R 17$5534


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NKe A,al-sa

Keb.a,)a

&,es'a"/a )aa,

mla.*a.(Ba.a,(Ala

1 2 3 4 5 6

PPN 10? R 3$4235

Tal R 37$6593

'a"/a saa, ee"aa, e" D*+(#-%#) R 37,659.0

)N& 2837200866

PEK. MEMASANG PLESTERAN 1 P-(#)' /&"&)- 6 PP, -&+#( 15 ""

Te,a/a Ke"a Pee"a "/ 0300 R 45$09091 R 13$5272

Ta,/ "/ 0150 R 60$09091 R 9$0136

Keala a,/ "/ 0015 R 73$27273 R 1$0990

+a," "/ 0015 R 52$54545 R 7881


Ba.a, P"la, Ceme, K/ 4416 R 1$09091 R 4$8174

Pas-" Pasa,/ m@ 0027 R 40$00000 R 1$0800

Tal Ba.a, R 5$8974


P"- 10 ? R 3$2115

PPN 10? R 3$5327

Tal R 38$8598

'a"/a saa, ee"aa, e" D*+(#-%#) R 38,860.0

)N& 28372008610

m2

m2

m2

m2

m3

m3

m2

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NKe A,al-sa

Keb.a,)a

&,es'a"/a )aa,

mla.*a.(Ba.a,(Ala

1 2 3 4 5 6. ,

Te,a/a Ke"a Pee"a "/ 0360 R 45$09091 R 16$2327

Ta,/ "/ 0120 R 60$09091 R 7$2109

Keala a,/ "/ 0012 R 73$27273 R 8792

+a," "/ 0018 R 52$54545 R 9458Tal Te,a/a Ke"a R 25$2687

Ba.a, P"la, Ceme, K/ 3000 R 1$09091 R 3$2727

Ka" Paam m@ 0005 R 14$40000 R 720

Pas-" Pasa,/ m@ 0020 R 40$00000 R 8000

Tal Ba.a, R 4$1447


P"- 10 ? R 2$5988

PPN 10? R 2$8587

Tal R 31$4462

'a"/a saa, ee"aa, e" D*+(#-%#) R 31,446.0

)N& 28372008613PEK. MEMASANG PLESTERAN 1 P-(#)' /&"&)- 2 PP, -&+#( 20 ""

Te,a/a Ke"a Pee"a "/ 0400 R 45$09091 R 18$0363

Ta,/ "/ 0200 R 60$09091 R 12$0181

Keala a,/ "/ 0020 R 73$27273 R 1$4654

+a," "/ 0022 R 52$54545 R 1$1560


Ba.a, P"la, Ceme, K/ 13632 R 1$09091 R 14$8712Pas-" Pasa,/ m@ 0027 R 40$00000 R 1$0800

Tal Ba.a, R 15$9512


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NKe A,al-sa

Keb.a,)a

&,es'a"/a )aa,

mla.*a.(Ba.a,(Ala

1 2 3 4 5 6

Ta,/ "/ 0200 R 60$09091 R 12$0181

Keala a,/ "/ 0020 R 73$27273 R 1$4654

+a," "/ 0013 R 52$54545 R 6830


Ba.a, P"la, Ceme, K/ 10368 R 1$09091 R 11$3105Pas-" Pasa,/ m@ 0031 R 40$00000 R 1$2400

Tal Ba.a, R 12$5505


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NKe A,al-sa

Keb.a,)a

&,es'a"/a )aa,

mla.*a.(Ba.a,(Ala

1 2 3 4 5 6

Ka" Paam m@ 0009 R 14$40000 R 1296

Pas-" Pasa,/ m@ 0018 R 40$00000 R 7200

Tal Ba.a, R 8741


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NKe A,al-sa

Keb.a,)a

&,es'a"/a )aa,

mla.*a.(Ba.a,(Ala

1 2 3 4 5 6

PPN 10? R 5$2375

Tal R 57$6132

'a"/a saa, ee"aa, e" D*+(#-%#) R 57,613.0

)N& 28372008623

PEK. MEMASANG PLESTERAN /IPRAT 1P-(#)' /&"&)- 2PP

Te,a/a Ke"a Pee"a "/ 0300 R 45$09091 R 13$5272

Ta,/ "/ 0100 R 60$09091 R 6$0090

Keala a,/ "/ 0010 R 73$27273 R 7327

+a," "/ 0015 R 52$54545 R 7881


Ba.a, P"la, Ceme, K/ 4320 R 1$09091 R 4$7127

Pas-" Pasa,/ m@ 0006 R 40$00000 R 2400

Tal Ba.a, R 4$9527


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NKe A,al-sa

Keb.a,)a

&,es'a"/a )aa,

mla.*a.(Ba.a,(Ala

1 2 3 4 5 6

Keala a,/ "/ 0010 R 73$27273 R 7327

+a," "/ 0010 R 52$54545 R 5254


Ba.a, P"la, Ceme, K/ 3250 R 1$09091 R 3$5454

Tal Ba.a, R 3$5454mla. Tal Te,a/a Ke"a ; Tal Ba.a, R 19$8309

P"- 10 ? R 1$2472

PPN 10? R 1$3720

Tal R 15$0920

'a"/a saa, ee"aa, e" D*+(#-%#) R 15,092.0

)N& 2839200864PEK. MEMASANG LANGIT < LANGIT AKSTIK KRAN 60 = 120 "

Te,a/a Ke"a Pee"a "/ 0100 R 45$09091 R 4$5090

Ta,/ "/ 0100 R 60$09091 R 6$0090

Keala a,/ "/ 0010 R 73$27273 R 7327

+a," "/ 0005 R 52$54545 R 2627


Ba.a, As- Lb" 1500 R :

Pa T"-les / 0050 R 19$18182 R 9590

Tal Ba.a, R 9590

m2

m2

m2

m2

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NKe A,al-sa

Keb.a,)a

&,es'a"/a )aa,

mla.*a.(Ba.a,(Ala

1 2 3 4 5 6


P"- 10 ? R 16$9770

PPN 10? R 18$6747

Tal R 205$4225

'a"/a saa, ee"aa, e" D*+(#-%#) R 205,423.0

)N& 2839200867PEK. MEMASANG LANGIT < LANGIT GYPSM BOARD KRAN 1200 = 2400 = 9 ""

Te,a/a Ke"a Pee"a "/ 0100 R 45$09091 R 4$5090

Ta,/ "/ 0050 R 60$09091 R 3$0045

Keala a,/ "/ 0005 R 73$27273 R 3663

+a," "/ 0005 R 52$54545 R 2627

Tal Te,a/a Ke"a R 8$1427Ba.a, %sm Ba" Lb" 0364 R 180$81818 R 65$8178

Pa )" / 0110 R 15$00000 R 1$6500

Tal Ba.a, R 67$4678


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NKe A,al-sa

Keb.a,)a

&,es'a"/a )aa,

mla.*a.(Ba.a,(Ala

1 2 3 4 5 6

)N& 2839200869PEK. MEMASANG LANGIT < LANGIT AKSTIK KRAN 60 = 20 " ? RANGKA ALMINIM

Te,a/a Ke"a Pee"a "/ 0500 R 45$09091 R 22$5454

Ta,/ "/ 0500 R 60$09091 R 30$0454

Keala a,/ "/ 0050 R 73$27273 R 3$6636+a," "/ 0025 R 52$54545 R 1$3136


Ba.a, P"-l Alm-,-m T m 3600 R :

Kaa G-amee" 4 mm / 0150 R :

Ramse B. 1050 R :

As- 60 cm H 120 cm Lb" 1500 R :

Tal Ba.a, R :


P"- 10 ? R 773$5433

PPN 10? R 850$8976

Tal R 9$359$8741

'a"/a saa, ee"aa, e" m@ D*+(#-%#) R 9,359,874.0

)N& 3434200863

m2

m1

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NKe A,al-sa

Keb.a,)a

&,es'a"/a )aa,

mla.*a.(Ba.a,(Ala

1 2 3 4 5 6. ,

Te,a/a Ke"a Pee"a "/ 0350 R 45$09091 R 15$7818

Ta,/ "/ 1050 R 60$09091 R 63$0954

Keala a,/ "/ 0105 R 73$27273 R 7$6936

+a," "/ 0018 R 52$54545 R 9458Tal Te,a/a Ke"a R 87$5167

Ba.a, Paa, Ka m@ 0040 R 5$164$65455 R 206$5861

Pa 5 cm : 7 cm / 0050 R 15$90000 R 7950

Tal Ba.a, R 207$3811


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74/386

NKe A,al-sa

Keb.a,)a

&,es'a"/a )aa,

mla.*a.(Ba.a,(Ala

1 2 3 4 5 6

)N& 3434200866PEK. MEMBAT DAN MEMASANG PINT '#) JENDELA KA/A, KAY KELAS I ATA II

Te,a/a Ke"a Pee"a "/ 0800 R 45$09091 R 36$0727

Ta,/ "/ 2400 R 60$09091 R 144$2181

Keala a,/ "/ 0240 R 73$27273 R 17$5854+a," "/ 0040 R 52$54545 R 2$1018


Ba.a, Ka aa, : Kelas && m@ 0024 R 5$164$65455 R 123$9517

Lem a ( Racl / 0300 R 18$13636 R 5$4409

Tal Ba.a, R 129$3926


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75/386

NKe A,al-sa

Keb.a,)a

&,es'a"/a )aa,

mla.*a.(Ba.a,(Ala

1 2 3 4 5 6. ,

Te,a/a Ke"a Pee"a "/ 0670 R 45$09091 R 30$2109

Ta,/ "/ 2000 R 60$09091 R 120$1818

Keala a,/ "/ 0200 R 73$27273 R 14$6545

+a," "/ 0335 R 52$54545 R 17$6027Tal Te,a/a Ke"a R 182$6500

Ba.a, Paa, Ka m@ 0060 R 5$164$65455 R 309$8792

Pa 1 cm : 2$5 cm / 0150 R 19$18182 R 2$8772

Tal Ba.a, R 312$7565


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76/386

NKe A,al-sa

Keb.a,)a

&,es'a"/a )aa,

mla.*a.(Ba.a,(Ala

1 2 3 4 5 6

)N& 34342008614PEK. MEMASANG KONSTRKSI KDA < KDA EKSPOSE, KAY KELAS I

Te,a/a Ke"a Pee"a "/ 6700 R 45$09091 R 302$1090

Ta,/ "/ 20100 R 60$09091 R 1$207$8272

Keala a,/ "/ 2010 R 73$27273 R 147$2781+a," "/ 0335 R 52$54545 R 17$6027

Tal Te,a/a Ke"a R 1$674$8172

Ba.a, Bal Ka m@ 1200 R 6$599$05455 R 7$918$8654

Bes- s"- ebal 5 mm / 15000 R 25$10000 R 376$5000

Pa 12 cm / 5600 R 15$90000 R 89$0400

Tal Ba.a, E""5

mla. Tal Te,a/a Ke"a ; Tal Ba.a, E""5

7/25/2019 SNI 2011 & BOW 2011.xls

77/386

NKe A,al-sa

Keb.a,)a

&,es'a"/a )aa,

mla.*a.(Ba.a,(Ala

1 2 3 4 5 6. ,

Te,a/a Ke"a Pee"a "/ 0120 R 45$09091 R 5$4109

Ta,/ "/ 0120 R 60$09091 R 7$2109

Keala a,/ "/ 0012 R 73$27273 R 8792

+a," "/ 0006 R 52$54545 R 3152Tal Te,a/a Ke"a R 13$8163

Ba.a, Ka Kelas && m@ 0165 R 5$164$65455 R 852$1680

Pa 5 cm a, 10 cm K/ 0200 R 15$90000 R 3$1800

Tal Ba.a, R 855$3480


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78/386

NKe A,al-sa

Keb.a,)a

&,es'a"/a )aa,

mla.*a.(Ba.a,(Ala

1 2 3 4 5 6

)N& 34342008620PEK. MEMASANG RANGKA LANGIT < LANGIT 60 = 60 ", KAY KELAS II ATA III

Te,a/a Ke"a Pee"a "/ 0200 R 45$09091 R 9$0181

Ta,/ "/ 0300 R 60$09091 R 18$0272

Keala a,/ "/ 0030 R 73$27273 R 2$1981+a," "/ 0010 R 52$54545 R 5254


Ba.a, Kas : Kas 5H7 cm m@ 0016 R 3$933$33333 R 64$1133

Pa 7 cm : 10 cm K/ 0250 R 15$90000 R 3$9750

Tal Ba.a, R 68$0883


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79/386

NKe A,al-sa

Keb.a,)a

&,es'a"/a )aa,

mla.*a.(Ba.a,(Ala

1 2 3 4 5 6

)N& 34342008622PEK. MEMASANG LISTPLANK 3$30 ", KAY KELAS I ATA II

Te,a/a Ke"a Pee"a "/ 0100 R 45$09091 R 4$5090

Ta,/ "/ 0200 R 60$09091 R 12$0181

Keala a,/ "/ 0020 R 73$27273 R

sni 2011 & bow 2011.xls

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