Contoh RAB Sumur Artesis

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RENCANA ANGGARAN BIAYA

PROGRAM : PENYEDIAAN DAN PENGOLAHAN AIR BAKU

KEGIATAN : PEMBANGUNAN SUMUR AIR TANAHPEKERJAAN : PEMBANGUNAN SUMUR ARTESIS YAYASAN JABAL TORIQ

TEMPAT : CIRANDO - KADIPATEN - TASIKMALAYA

TAHUN : 2009

NO. URAIAN PEKERJAAN ANALISAVOLUME

1 2 3 4 5 6

A. PEKERJAAN PERSIAPAN

1 Pengukuran/Utilizet - - Taksir 238,000.00 238,000.00

2 Mobilisasi, e!obilisasi Peralatan "an Trans#ortasi $a%an - - Taksir 3,563,000.00 3,563,000.00

3 Pa#an &a!a Pro'ek - - Taksir 333,000.00 333,000.00

4 Pon"ok (er)a - - Taksir *13,000.00 *13,000.00

5 +oto oku!entasi/"!inistrasi - - Taksir 4*5,000.00 4*5,000.00

Tot! A "#$22#000.00

B. PEKERJAAN SUMUR BOR

1 u!ur $or 1 1/2 1.00 Unit Taksir 14,250,000.00 14,250,000.00

2 Po!#a to!at 150 att 1.00 $% Taksir 1,425,000.00 1,425,000.00

$ Pi#a $esi alanis 3/4 esoris - s Taksir 2,613,000.00 2,613,000.00

4 $o Penga!an Po!#a 1.00 Unit Taksir *60,000.00 *60,000.00

5 Pe!o!#aan U)i - s Taksir 3,420,000.00 3,420,000.00

Tot! B 22#%&'#000.00

C. PEKERJAAN MEMBANGUN BARU MCK

I. PEKERJAAN TANAH

1 alian Tana% 5.50 M3 nl. .1 28,1*5.00 154,762.50

2 Urugan (e!bali 1.3* M3 nl. .1 28,1*5.00 38,577.*5

3 Urugan Tana% $aa% antai 5.40 M3 nl. .18.b 73,350.00 504,070.00

S() Tot! I &9*#&"2.2"

II. PEKERJAAN PASANGAN DAN BETON1 Pon"asi Menerus 8.00 M3 nl. .32% 654,132.60 5,233,060.80

2 Pon"asi Ta#ak $eton $ertulang 1.20 M3 nl. u#l. 2,*20,414.00 3,264,476.80

3 loo9 30/25 2.10 M3 nl. u#l. 2,*20,414.00 5,*12,867.40

4 (olo! 13/13 0.10 M3 nl. u#l. 2,*20,414.00 2*2,041.40

5 (olo! 22/30 2.25 M3 nl. u#l. 2,*20,414.00 6,120,731.50

6 :ing $alk 13/15 0.15 M3 nl. u#l. 2,*20,414.00 408,062.10

* :ing $alk 20/30 1.80 M3 nl. u#l. 2,*20,414.00 4,876,*45.20

8 Plat antai $eton $ertulang 2.8* M3 nl. u#l.a 2,712,217.00 8,358,068.53

7 Pasangan $ata 1; 2 7.10 M3 nl. .33% 854,025.80 *,**1,634.*8

10 Plesteran in"ing 1; 4 141.42 M2 nl. .50k 23,174.20 3,280,123.*611 antai (era!ik 30 30 35.*1 M2 nl. u#l.<<<a 108,857.35 3,88*,36*.37

12 antai (era!ik => 20 20 6.20 M2 nl. u#l.<<< 11*,318.02 *2*,3*1.*2

13 in"ing (era!ik 20 25 64.45 M2 nl. u#l.<a 11*,023.02 *,542,133.64

14 antai $eton Tu!buk 28.00 M2 nl. .6* 61,1*0.20 1,*12,*65.60

S() Tot! II "9#+'*#&*2.&$

III. PEKERJAAN SANITASI DAN ELEKTRIKAL

1 (ran ir Per#i#aan "an esoris 13.00 Ttk Taksir *6,000.00 788,000.00

2 >loset ?ongkok Pi#a 2.00 $% Taksir 124,000.00 248,000.00

3 +loor rain 4.00 $% Taksir 27,000.00 116,000.00

4 aluran $uangan ir (otor "an ir =u"%u *.50 M@ Taksir 117,000.00 872,500.005 Titik a!#u <nstalasi istrik 6.00 Ttk Taksir 114,000.00 684,000.00

6 $ola a!#u 6.00 $% Taksir 48,000.00 288,000.00

* aklar 6.00 $% Taksir 33,000.00 178,000.00

S() Tot! III $#%+%#"00.00

HARGA SATUAN

,R.

JUMLAH HARGA

,R.



1 2 3 4 5 6

III. PEKERJAAN PENGADAAN DAN

PEMASANGAN /ATER TANK DAN ACCESORIS

1 =ater Tank 3000 iter 1.00 $% Taksir 3,325,000.00 3,325,000.00

2 Pi#a $esi alanis 3/4 esoris 10.00 M@ Taksir 105,000.00 1,050,000.003 Pi#a P> 3/4 esoris *5.00 M@ Taksir 24,000.00 1,800,000.00

4 (ran ir esoris 6.00 $% Taksir 48,000.00 288,000.00

S() Tot! III &#%&$#000.00

IV. PEKERJAAN LAIN-LAIN

1 e#ti Tank :e!besan 1.00 Unit Taksir 2,3*5,000.00 2,3*5,000.00

2 (usen Pintu => 2.00 $% Taksir 214,000.00 428,000.00

3 $oenlig%t 4.00 $% Taksir 117,000.00 4*6,000.00

4 aun Pintu +iber 2.00 et Taksir 333,000.00 666,000.00

5 :elie9 Plat antai 18.00 M Taksir 117,000.00 2,142,000.00

6 Mengeat in"ing 141.40 M2 nl. . 53a 8,107.00 1,146,612.60* =ater Tank 3000 iter 1.00 $% Taksir 3,325,000.00 3,325,000.00

S() Tot! IV +0#""'#&+2.&0

Tot! D 2$#0&+#2&&.+*

REKAPITULASI :. PA(A:?& PA:<P& :#. 5,322,000.00

$. PA(A:?& UMU: $: :#. 22,468,000.00

>. PA(A:?& MAM$&U& $:U M>( :#. 63,277,824.88

. PA(A:?& B<:&T UMUM 1 CTUD U&<T :#. 23,061,266.1*

J(!1 Tot! R. ++%#+"+#09+.0"

D)(!t34 R. ++%#+"0#000.00

T56)!47 : S56t(8 Et B5!8 J(t S56t(8 L P(!(1 R)( R(1

Meulabo%, 14 #ril 2007

Penaar,

CV. RAHMAD

RAHMAD IRMAYUDI# SE

irektur



DATAR ANALISA HARGA SATUAN UPAH

LOKASI : DALAM /ILAYAH KABUPATEN ACEH BARAT

,K5. K;< =VI# K5. P4t5 C5(65(54# K5. S(47 M8# P4to4 R5(BIDANG : CIPTA KARYA

TAHUN : 2009

+. A4!. A.+ + M$ G!4 T41

0.*50 Peker)a E:# 36,000.00 :# - :# 2*,000.00

0.025 Man"or E:# 4*,000.00 :# - :# 1,1*5.00

?u!la% FFFF.. :# - :# 28,1*5.00 2'#+*".00

2. A4!. A.+') + $ T)(44 P86 U6(7

1.200 !3 Pasir Urug E:# 68,400.00 :# 82,080.00

0.300 Peker)a E:# 36,000.00 :# 10,800.00

0.010 Man"or E:# 4*,000.00 :# 4*0.00

?u!la% FFFF.. :# 82,080.00 :# 11,2*0.00 9$#$"0.00

$. A4!. A.+'> + $ Bt( Ko8o47

1.200 !3 $atu (ali E:# 1*6,000.00 :# 211,200.00

0.300 Peker)a E:# 36,000.00 :# 10,800.000.010 Man"or E:# 4*,000.00 :# 4*0.00

?u!la% FFFF.. :# 211,200.00 :# 11,2*0.00 222#%*0.00

%. A4!. G.$21 + $ B5to4 Po4>8 , + : %

1.200 !3 $atu (ali E:# 1*6,000.00 :# 211,200.00

4.0*1 zak e!en E:# 4*,000.00 :# 171,33*.00

0.522 !3 Pasir Pasang E:# *7,800.00 :# 41,655.60

1.200 Tukang E:# 54,000.00 :# 64,800.00

3.600 Peker)a E:# 36,000.00 :# 127,600.00

0.120 (e#ala Tukang E:# 57,000.00 :# *,080.00

0.180 Man"or E:# 4*,000.00 :# 8,460.00

?u!la% FFFF.. :# 444,172.60 :# 207,740.00 &"%#+$2.&0

". A4!. G.$$1 + $ Bt( M561 T5)! +?2 Bt8 + : % 8

*20.000 b% $atu Mera% E:# 5*0.00 :# 410,400.00

3.166 zak e!en P> E:# 4*,000.00 :# 148,802.00

0.406 !3 Pasir Pasang E:# *7,800.00 :# 32,378.80

1.500 Tukang E:# 54,000.00 :# 81,000.00

0.150 (e#ala Tukang E:# 57,000.00 :# 8,850.004.500 Peker)a E:# 36,000.00 :# 162,000.00

0.225 Man"or E:# 4*,000.00 :# 10,5*5.00

?u!la% FFFF.. :# 571,600.80 :# 262,425.00 '"%#02".'0

&. A4!. G.%+ + $ B5to4 Co6 + : 2 : $ ,S5t6 K-+*"

0.820 !3 (erikil E:# *4,100.00 :# 60,*62.00

6.800 zak e!en E:# 4*,000.00 :# 317,600.00

0.540 !3 Pasir Pasang E:# *7,800.00 :# 43,072.00

1.000 Tukang E:# 54,000.00 :# 54,000.00

6.000 Peker)a E:# 36,000.00 :# 216,000.00

0.100 (e#ala Tukang E:# 57,000.00 :# 5,700.00

0.300 Man"or E:# 4*,000.00 :# 14,100.00

?u!la% FFFF.. :# 423,454.00 :# 270,000.00 *+$#%"%.00



'. A4!. G."03 + 2 P!58t564 + : % T. +"

0.087 zak e!en P> E:# 4*,000.00 :# 4,183.00

0.017 !3 Pasir Pasang E:# *7,800.00 :# 1,516.20

0.100 Tukang E:# 54,000.00 :# 5,400.00

0.010 (e#ala Tukang E:# 57,000.00 :# 570.00

0.300 Peker)a E:# 36,000.00 :# 10,800.00

0.015 Man"or E:# 4*,000.00 :# *05.00

?u!la% FFFF.. :# 5,677.20 :# 1*,475.00 2$#+9%.20

9. A4!. G."01 + 2 P!58t564 T686 + : 2 T. +0

0.1*8 zak e!en P> E:# 4*,000.00 :# 8,366.00

0.011 !3 Pasir Pasang E:# *7,800.00 :# 8**.80

0.150 Tukang E:# 54,000.00 :# 8,100.00

0.015 (e#ala Tukang E:# 57,000.00 :# 885.000.400 Peker)a E:# 36,000.00 :# 14,400.00

0.020 Man"or E:# 4*,000.00 :# 740.00

?u!la% FFFF.. :# 7,243.80 :# 24,325.00 $$#"&'.'0

+0. A4!. G."$ +00 2 Ct T5)o3 Po!<3?S5t6

25.000 kg >at Te!bok E:# 21,400.00 :# 535,000.00

1.000 Tukang E:# 54,000.00 :# 54,000.00

0.100 (e#ala Tukang E:# 57,000.00 :# 5,700.00

6.000 Peker)a E:# 36,000.00 :# 216,000.00

?u!la% FFFF.. :# 535,000.00 :# 2*5,700.00

Untuk 1 M2 FF.. :# 5,350.00 :# 2,*57.00 '#+09.00

++. A4!. G.&* + 2 L4t B5to4 Co6 + : $ : " T. *

0.0*0 !3 (erikil (asar E:# 68,700.00 :# 4,823.00

0.364 zak e!en P> E:# 4*,000.00 :# 1*,108.00

0.044 !3 Pasir Pasang E:# *7,800.00 :# 3,511.20

0.135 Tukang E:# 54,000.00 :# *,270.00

0.014 (e#ala Tukang E:# 57,000.00 :# 826.00

0.*20 Peker)a E:# 36,000.00 :# 25,720.000.036 Man"or E:# 4*,000.00 :# 1,672.00

?u!la% FFFF.. :# 25,442.20 :# 35,*28.00 &+#+*0.20

+2. A4!. I.2 +00 37 B58 B5to4

7.000 Tukang $esi E:# 54,000.00 :# 486,000.00

3.000 (e#ala Tukang E:# 57,000.00 :# 1**,000.00

7.000 Peker)a E:# 36,000.00 :# 324,000.00

$a%an-ba%an

110.000 kg $esi beton E:# 10,500.00 :# 1,155,000.002.000 kg (aat $eton E:# 11,400.00 :# 22,800.00

?u!la% FFFF.. :# 1,1**,800.00 :# 78*,000.00

U#a% "ia!bil 3/4 untuk 1 kg $esi :# 11,**8.00 :# *,402.50 +9#+'0."0

+$. A4!. .' +0 2 C5t34 B5to4?B538t47

0.220 !3 Pa#an >etakan E:# 1,748,000.00 :# 428,560.00

4.100 kg Paku E:# 12,400.00 :# 50,840.00

5.000 Tukang $esi E:# 54,000.00 :# 2*0,000.00

0.500 (e#ala Tukang E:# 57,000.00 :# 27,500.00

2.000 Peker)a E:# 36,000.00 :# *2,000.00

0.100 Man"or E:# 4*,000.00 :# 4,*00.00

2.000 Pek. C$ongkaran ira!D E:# 16,*50.00 :# 33,500.00

?u!la% FFFF.. :# 4*7,400.00 :# 407,*00.00

Untuk 1 M2 :# 4* 740 00 :# 40 7*0 00 '' 9+0 00



+". A4!. S(!. III + 2 L4t K563 $0 @ $0

1.000 !2 (era!ik 30 30 ! E:# 5*,000.00 :# 5*,000.00

0.016 zak e!en Puti% E:# 146,000.00 :# 2,336.00

0.025 !3 Perekat C.16D E:# 614,734.00 :# 15,3*3.35

0.250 Tukang E:# 54,000.00 :# 13,500.000.025 (e#ala Tukang E:# 57,000.00 :# 1,4*5.00

0.500 Peker)a E:# 36,000.00 :# 18,000.00

0.025 Man"or E:# 4*,000.00 :# 1,1*5.00

?u!la% FFFF.. :# *4,*07.35 :# 34,150.00 +0'#'"9.$"

+". A4!. S(!. III + 2 L4t K563 K(!t J56(3 20 @ 20

1.000 !2 (era!ik 20 20 ! E:# 61,800.00 :# 61,800.00

0.020 zak e!en Puti% E:# 146,000.00 :# 2,720.00

0.030 !3 Perekat C.16D E:# 614,734.00 :# 18,448.020.250 Tukang E:# 54,000.00 :# 13,500.00

0.025 (e#ala Tukang E:# 57,000.00 :# 1,4*5.00

0.500 Peker)a E:# 36,000.00 :# 18,000.00

0.025 Man"or E:# 4*,000.00 :# 1,1*5.00

?u!la% FFFF.. :# 83,168.02 :# 34,150.00 ++*#$+'.02

+&. A4!. S(!. IV + 2 D4>47 K563 20 @ 2"

1.000 !2 (era!ik 20 25 ! E:# 61,800.00 :# 61,800.00

0.020 zak e!en Puti% E:# 146,000.00 :# 2,720.00

0.030 !3 Perekat C.16D E:# 614,734.00 :# 18,448.02

0.250 Tukang E:# 54,000.00 :# 13,500.00

0.020 (e#ala Tukang E:# 57,000.00 :# 1,180.00

0.500 Peker)a E:# 36,000.00 :# 18,000.00

0.025 Man"or E:# 4*,000.00 :# 1,1*5.00

?u!la% FFFF.. :# 83,168.02 :# 33,855.00 ++*#02$.02

+*. A4!. G. +& + $ P5653t + : 2

11.250 zak e!en E:# 4*,000.00 :# 528,*50.00

1.080 !3 Pasir Pasang E:# *7,800.00 :# 86,184.00?u!la% FFFF.. :# 614,734.00 &+%#9$%.00

+'. A4!. S(!. V B5to4 B56t(!47 S!oo U3(64 +"?+" + : 2 : $ ,B58 +00 37

U4t(3 Ko!o P63t8# S!oo +00?M$

$eton >or 1 ; 2 ; 3 Cnl. .41D :# *13,454.00 :# *13,454.00

Untuk Peker)aan G $a%an $esi Cnl. 1.2D 100 kg :# 17,180.50 :# 1,718,050.00

>etakan $eton Cnl. +.8D :# 88,710.00 :# 88,710.00

?u!la% FFFF.. :# 2,*20,414.00 2#*20#%+%.00

+9. A4!. S(!. V B5to4 B56t(!47 S!oo U3(64 +"?+" + : 2 : $ ,B58 ++0 37

U4t(3 Ko!o P63t8# B!o3# L4t# R47 B!o3 +00?M$

$eton >or 1 ; 2 ; 3 Cnl. .41D :# *13,454.00 :# *13,454.00

Untuk Peker)aan G $a%an $esi Cnl. 1.2D 110 kg :# 17,180.50 :# 2,107,855.00

>etakan $eton Cnl. +.8D :# 88,710.00 :# 88,710.00

?u!la% FFFF.. :# 2,712,217.00 2#9+2#2+9.00


Penaar,



DATAR HARGA UPAH DAN BAHAN

LOKASI : DALAM /ILAYAH KABUPATEN ACEH BARAT

,K5. K;< =VI# K5. P4t5 C5(65(54# K5. S(47 M8# P4to4 R5(

BIDANG : CIPTA KARYA

TAHUN : 2009

S(>1 t568(3 PPN

NO. U R A I A N J U M L A H KETERANGAN

1 2 3 4

A. U P A H

1 Man"or a#angan :#. 4*,000.00 /Bari

2 Mekanik :#. *2,000.00 /Bari

3 Mekanik Pe!bantu :#. 45,000.00 /Bari

4 (e#ala Tukang :#. 57,000.00 /Bari5 T u k a n g :#. 54,000.00 /Bari

6 #erator Terlati% :#. 81,000.00 /Bari

* #erator (urang Terlati% :#. 45,000.00 /Bari

8 Pe!bantu #erator :#. 41,000.00 /Bari

7 u#ir Truk :#. 45,000.00 /Bari

10 u#ir Personil :#. 45,000.00 /Bari

11 Pe!bantu u#ir :#. 36,000.00 /Bari

12 $uru% a#angan Tak Terlati% / Peker)a :#. 36,000.00 /Bari

13 $uru% a#angan (urang Terlati% :#. 3*,000.00 /Bari14 $uru% a#angan Terlati% :#. 41,000.00 /Bari

15 U#a% Penggerga)i :#. 3,200.00 /M2

B. HARGA BAHAN

B. +. BAHAN LOKAL

1 Ti!bunan Pili%an :#. *7,800.00 /M3

2 Tana% Ti!bun :#. 68,400.00 /M3

3 (erikil (asar :#. 68,700.00 /M3

4 (erikil Balus :#. *4,100.00 /M3

5 (erikil >a!#ur Tana% :#. *4,100.00 /M3

6 (erikil aring 2/3 :#. 80,800.00 /M3

* (erikil aring 1/2 :#. 85,500.00 /M3

8 Pasir Pasang :#. *7,800.00 /M3

7 Pasir Urug :#. 68,400.00 /M3

10 $atu Pea% 10-15 ! :#. 214,000.00 /M3

11 $atu Pea% *-10 ! :#. 214,000.00 /M3

12 $atu Pea% 5-* ! :#. 214,000.00 /M3

13 $atu Pea% 3-5 ! :#. 228,000.00 /M3

14 $atu Pea% 2-3 ! :#. 228,000.00 /M315 $atu Pea% 1-2 ! :#. 285,000.00 /M3

16 $atu Pea% 0,5-1 ! :#. 285,000.00 /M3

1* irtu :#. *4,100.00 /M3

18 Pasir $eton :#. *7,800.00 /M3

17 gregat $ase (las :#. 285,000.00 /M3

20 gregat $ase (las $ :#. 2*1,000.00 /M3

21 gregat $ase (las > :#. 238,000.00 /M3

22 Portlan" >e!ent C40 kgD :#. 4*,000.00 /Hak

23 Portlan" >e!ent C40 kgD :#. 200,000.00 /Tong

24 e!en Puti% :#. 146,000.00 /Hak

25 $atu $ata :#. 5*0.00 /$%

26 $atu (ali/$ela%/unung :#. 1*6,000.00 /M3

2* $esi $eton Polos :#. 10,500.00 /(g

28 ( t <k t $ t : 11 400 00 /(



1 2 3 4

43 enteng $eton :#. 4,800.00 /$%

44 Perabung enteng $eton :#. 6,200.00 /$%

45 (a'u eu!antok/etara :#. 2,850,000.00 /M3

46 (a'u eu!antok (u"a-ku"a/etara :#. 2,850,000.00 /M3

4* (a'u Tara%an/:angka Pla9on" :#. 1,748,000.00 /M3

48 (a'u $akar :#. 428,000.00 /M3

47 (a'u Meurante :#. 2,3*5,000.00 /M3

50 (a'u (a!#er/(rueng :#. 2,3*5,000.00 /M3

51 (a'u Me"ang :#. 2,3*5,000.00 /M3

52 Pa#an Meurante :#. 4*,500.00 /br

53 (a'u Perana% :#. 1,748,000.00 /M3

54 Pa#an :ei"er :#. 5*,000.00 /br

55 (a'u tut/olken :#. 1,615,000.00 /M3

56 (a'u $ekesting/Pa#an >etak :#. 1,748,000.00 /M35* Tri#lek 4 !! :#. 20,400.00 /M2

58 Teakoo" 6 !! :#. 26,100.00 /M2

57 '#su! 7 !! :#. 166,300.00 /br

60 Pla9on" sbes Iualit' :#. 7,000.00 /M2

61 sbes elo!bang (eil :#. 25,200.00 /br

62 :abung sbes :#. 14,300.00 /M@

63 at Pla9on" :#. 2,400.00 /M@

64 at Pro9il :#. *,100.00 /M@

65 >at Te!bok Pol'!ik/etara :#. 21,400.00 /(g

66 >at Menie :#. 14,300.00 /(g

6* >at asar :#. 11,400.00 /(g

68 >at =arna :#. 26,400.00 /(g

67 e!#ul (a'u :#. 11,400.00 /(g

*0 Pla!ir Te!bok :#. 11,700.00 /(g

*1 >at Min'ak :#. 26,400.00 /(g

*2 !#las :#. 2,400.00 /br

*3 irlak :#. 8,600.00 /(g

*4 #irtus :#. 8,100.00 /tr

*5 Min'ak (ilat :#. 12,400.00 /tr*6 :esi"u :#. 6,200.00 /tr

** (era!ik 20 20 ! :#. 61,800.00 /M2

*8 (era!ik 30 30 ! :#. 5*,000.00 /M2

*7 (era!ik 20 25 ! :#. 61,800.00 /M2

80 (era!ik ?eruk 30 30 ! :#. 66,500.00 /M2

81 (era!ik 40 40 ! :#. 66,500.00 /M2

82 (aa $ening 5 !! :#. 118,800.00 /M2

83 Tegel P> (e#ala $asa% 20 20 ! :#. 2,700.00 /$%

84 Plat Tegel P> (e#. $asa% 15 30 ! :#. 2,600.00 /$%85 s#al $itu!en :#. 8,600.00 /(g

86 Pelu!as :#. 30,700.00 /tr

8* $ensin :#. 6,200.00 /tr

88 Min'ak olar :#. 5,700.00 /tr

87 $uis $eton "ia. 80 ! :#. 161,500.00 /$%

70 $uis $eton "ia. 60 ! :#. 142,500.00 /$%

71 $uis $eton "ia. 40 ! :#. 123,500.00 /$%

72 $atu (eraang :#. *,100.00 /$%

73 Paing $lok :#. 4,800.00 /$%




JAD/AL PELAKSANAAN PEKERJAAN ,TIME SCHEDULLE

PROGRAM : PENYEDIAAN DAN PENGOLAHAN AIR BAKU

KEGIATAN : PEMBANGUNAN SUMUR AIR TANAH

PEKERJAAN : PEMBANGUNAN SUMUR ARTESIS YAYASAN JABAL TORIQ

TEMPAT : CIRANDO - KADIPATEN - TASIKMALAYA

TAHUN : 2009

JUMLAH JANGKA /AKTU PELAKSANAAN

NO. URAIAN PEKERJAAN HARGA BOBOT BULAN KE-I BULAN KE-II BULAN KE-III BULAN KE-IV BULAN KE-V

,R. I II III IV I II III IV I II III IV I II III IV I II III IV

A. PEKERJAAN PERSIAPAN 5,322,000.00 4.662 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52 0.52

B. PEKERJAAN SUMUR BOR 22,468,000.00 17.683 2.17 2.17 2.17 2.17 2.17 2.17 2.17 2.17 2.17

C. PEKERJAAN MEMBANGUN BARU MCK

<. PA(A:?& T&B 67*,652.25 0.611 0.20 0.20 0.20

<<. PA(A:?& P&& & $AT& 57,18*,6*2.63 51.850 3.*0 3.*0 3.*0 3.*0 3.*0 3.*0 3.*0 3.*0 3.*0 3.*0 3.*0 3.*0 3.*0 3.*0

<<<. PA(A:?& &<T< & AA(T:<( 3,414,500.00 2.771 0.43 0.43 0.43 0.43 0.43 0.43 0.43

D. PEKERJAAN HIDRANT UMUM + ,SATU UNIT

<. PA(A:?& T&B *53,630.*5 0.660 0.1* 0.1* 0.1* 0.1*

<<. PA(A:?& $AT& & P&& 5,286,022.82 4.631 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58

<<<. PA(A:?& PA&& & 6,463,000.00 5.662 0.74 0.74 0.74 0.74 0.74 0.74

PAM&& =TA: T&( & >>A:<

<. PA(A:?& <&-<& 10,558,612.60 7.250 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72

J(!1 Tot! ++%#+"+#09+.0" +00.000

D)(!t34 ++%#+"0#000.00

:A&>&Minggu 0.52 2.*0 2.*0 2.37 6.26 6.26 6.63 6.63 *.37 *.71 6.6* 6.6* 6.15 6.58 6.00 6.00 5.5* 5.5* 0.75 0.43

(u!ulati9 0.52 3.22 5.73 8.32 14.58 20.84 2*.4* 34.11 41.50 47.41 56.08 62.*5 68.70 *5.48 81.48 8*.48 73.05 78.63 77.5* 100.00


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CV. RAHMAD

RAHMAD IRMAYUDI# SE

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