Rab Sni Excel

7/25/2019 Rab Sni Excel

1/35

Urugan pasir analisa 6.11 SNI DT 91-0006-2007

Koefsien Kebutuhan 4.9125 Harga

1.2 pasir urug 5.895 m3 67

0.3 pekera 1.!7375 "rang 50

0.01 man#"r 0.0!9125 "rang 62

Su

$an%ai kera


30 &a%u &a%a 29!7.5 &ua'

0.625 semen 61.!0625 5!

0.05 pasir !.9125 8!

0.3 pekera 29.!75 "rang 50

0.01 man#"r 0.9825 "rang 62

Su

(eramik 30)30 analisa 6.35 SNI DT 91-0012-2007

Koefsien Kebutuhan 95 Harga

11.87 keramik 1127.65 &ua' 8,

0.25 semen 23.75 *ak 5!

0.0375 semen pu%i' 3.5625 (g 10

0.0!5 pasir !.275 8!

0.35 %ukang &a%u 33.25 "rang 75

0.035 kepala %ukang 3.325 "rang 57

0.62 pekera 58.9 "rang 50

0.03 man#"r 2.85 "rang 62

Su

+lin% keramik 6.39 SNI DT 91-0012-2007


5.3 keramik 533.3125 &ua' 35

0.0285 semen 2.8678125 *ak 5!

0.0007 semen pu%i' 0.070!375 (g 10

0.01 pasir 1.00625 8!

0.09 %ukang &a%u 9.05625 "rang 75

0.009 kepala %ukang 0.905625 "rang 57

0.09 pekera 9.05625 "rang 50

0.005 man#"r 0.503125 "rang 62

Su

pemasangan &"u plank

Koefsien Kebutuhan 4 Harga

0.00!3 kau perana' 0.2752 m 80

0.02 paku 1.28 (g 17

!"

!2

m3

m3

!2

m3

!2

m3

!2


2/35

0.05 %ukang kau 3.2 /rang 75

0.05 kepala %ukang 3.2 /rang 57

0.005 man#"r 0.32 /rang 62

0.05 pekera 3.2 /rang 50

Su

+em&ersi'anKoefsien Kebutuhan 200 Harga

0.07 pekera 1! "rang 50

0.005 man#"r 1 "rang 62

Su

+enggalian %ana' un%uk +"n#asi, analisa 6.1 SNI DT 91-0006-20


0.075 pekera !.3636875 "rang 50

0.025 man#"r 1.!5!5625 "rang 62Su

Urugan pasir &aa' p"n#asi, analisa 6.11 SNI DT 91-0006-2007

Koefsien Kebutuhan ".#4 Harga

1.2 pasir !.!88 m3 8!

0.3 pekera 1.122 "rang 50

0.01 man#"r 0.037! "rang 62

Su

+emasangan p"n#asi &a%u &ela', analisa 6.1 SNI DT 91-0007-20

Koefsien Kebutuhan 24.94 a satuan

1.2 &a%u &ela' 29.928 15

!.05 semen 101.007 ak 5!

0.!85 pasir 12.0959 8!

0.6 %ukang &a%u 1!.96! "rang 75

0.06 kepala %ukang 1.!96! "rang 57

1.5 pekera 37.!1 "rang 50

0.075 man#"r 1.8705 "rang 62

Su

Urugan %ana' kem&ali analisa 6.9 SNI DT 91-0006-2007

Kebutuhan 19."942 Harga

19.39! 18

Sub Total

!"

!"

!"

!"

m3

m3

!"


3/35

atuan (Rp) $ia%a (Rp) Koefsien Kebutuhan

,000.00 39!,965.00 1.3 pasir urug 6.38625

,000.00 73,687.50 0.6 pekera 2.9!75

,500.00 3,070.31 0.06 man#"r 0.29!75

b Total !71,722.81

atuan (Rp) $ia%a (Rp) Koefsien

50.00 1,915,875.00 30 &a%u &a%a

,000.00 3,315,937.50 0.625 semen

,000.00 !12,650.00 0.05 pasir

,000.00 1,!73,750.00 0.3 pekera

,500.00 61,!06.25 0.01 man#"r

b Total 7,179,618.75

atuan (Rp) $ia%a (Rp) Koefsien

800.00 9,923,320.00 11.87 keramik

,000.00 1,282,500.00 0.25 semen

,000.00 370,500.00 0.0375 semen pu%i'

,000.00 359,100.00 0.0!5 pasir

,000.00 2,!93,750.00 0.35 %ukang &a%u

,500.00 191,187.50 0.035 kepala %ukang

,000.00 2,9!5,000.00 0.62 pekera

,500.00 178,125.00 0.03 man#"r

b Total 17,7!3,!82.50

atuan (Rp) $ia%a (Rp)

,000.00 18,665,937.50

,000.00 15!,861.88

,000.00 7,325.50

,000.00 8!,525.00

,000.00 679,218.75

,500.00 52,073.!!

,000.00 !52,812.50

,500.00 31,!!5.31

b Total 20,128,199.88


,000.00 220,160.00 0.00! kau perana' 0.256

,500.00 22,!00.00 0.02 paku 1.28


4/35

,000.00 2!0,000.00 0.05 %ukang kau 3.2

,500.00 18!,000.00 0.05 kepala %ukang 3.2

,500.00 20,000.00 0.005 man#"r 0.32

,000.00 160,000.00

b Total 8!6,560.00


,000.00 700,000.00 0.05 pekera 10

,500.00 62,500.00 0.005 man#"r 1

b Total 762,500.00 0.05 %ukang kau 10

0.05 kep. %ukang kau 10

7


,000.00 218,18!.38 0.625 pekera 36.36!0625

,500.00 90,910.16 0.062 man#"r 3.607315b Total 309,09!.53


,000.00 376,992.00 1.3 pasir !.862

,000.00 56,100.00 0.6 pekera 2.2!!

,500.00 2,337.50 0.06 man#"r 0.22!!

b Total !35,!29.50 0.3 kep. %ukang &a%u 1.122

0.3 %ukang &a%u 1.122

07

Rp) $ia%a (Rp) Koefsien Kebutuhan

,000.00 !,728,62!.00 1.2 &a%u &ela' 29.928

,000.00 5,!5!,378.00 5.325 semen 132.8055

,000.00 1,016,055.60 0.3! pasir 8.!796

,000.00 1,122,300.00 0.6 %ukang &a%u 1!.96!

,500.00 86,0!3.00 0.06 kepala %ukang 1.!96!

,000.00 1,870,500.00 1.5 pekera 37.!1

,500.00 116,906.25 0.15 man#"r 3.7!1

b Total 1!,39!,806.85

atuan (Rp) $ia%a (Rp)

,000.00 3!9,092.00

3!9,092.00


5/35

4.9125 Harga satuan (Rp) $ia%a (Rp)

m3 67,000.00 !27,878.75

"rang 50,000.00 1!7,375.00

"rang 62,500.00 18,!21.88

Sub Total 593,675.63

4 Harga satuan (Rp) $ia%a (Rp)

m 800,000.00 20!,800.00

(g 17,500.00 22,!00.00

!"

!2


6/35

/rang 75,000.00 2!0,000.00

/rang 57,500.00 18!,000.00

/rang 62,500.00 20,000.00

Sub Total 671,200.00

200 Harga satuan (Rp) $ia%a (Rp)

"rang 50,000.00 500,000.00

"rang 62,500.00 62,500.00

"rang #5&000.00 750,000.00

"rang 57,500.00 575,000.00

su& %"%al 1,887,500.00

58.1825 Harga satuan (Rp) $ia%a (Rp)

"rang 50,000.00 1,818,203.13

"rang 62,500.00 225,!57.19Sub Total 2,0!3,660.31

".#4 Harga satuan (Rp) $ia%a (Rp)

m3 8!,000.00 !08,!08.00

"rang 50,000.00 112,200.00

"rang 62,500.00 1!,025.00

"rang 50&000 56,100.00

"rang 75,000 8!,150.00

su& %"%al 67!,883.00

24.94 rga satuan (Rp) $ia%a (Rp)

158,000.00 !,728,62!.00

ak 5!,000.00 7,171,!97.00

8!,000.00 712,286.!0

"rang 75,000.00 1,122,300.00

"rang 57,500.00 86,0!3.00

"rang 50,000.00 1,870,500.00

"rang 62,500.00 233,812.50

Sub Total 15,925,062.90

!"

!"

!"

!"

m3

m3


7/35

(eramik 20)20 analisa 6.36 SNI DT 91-0012-2007

Koefsien Kebutuha 4 Harga sa

26.5 keramik 106 &ua' 3,80

2.6 semen 10.! *ak 5!,0

0.0!05 0.162 (g 10!,0

0.0!5 pasir 0.18 8!,00.35 1.! "rang 75,0

0.035 kepala %uk 0.1! "rang 57,5

0.62 pekera 2.!8 "rang 50,0

0.03 man#"r 0.12 "rang 62,5

Sub

!2

semen

m3%ukang


8/35


9/35

uan (Rp) $ia%a (Rp)

0.00 !02,800.00

0.00 561,600.00

00.00 16,8!8.00

0.00 15,120.000.00 105,000.00

0.00 8,050.00

0.00 12!,000.00

0.00 7,500.00

otal 1,2!0,918.00


10/35


11/35

Sl"" , analisa 6.29 SNI DT 91-0008-2007

$ahan

Koefsien Kebutuhan ".585

0.27 (au kelas III 0.96795 m3

2 +aku 5 m-12m 7.17 kg

0.6 inak &ekis%ing 2.151 li%er

210 esi &e%"n p"l"s 752.85 kg3 (aa% &e%"n 10.755 kg

8.! Semen 30.11! ak

0.5! +asir &e%"n 1.9359 "rang

0.81 (erikil 2.90385 m3

Tenaga 'era

5.650 +ekera 20.2!1125 "rang

0.275 Tukang &a%u 0.9851875 "rang

1.560 Tukang kau 5.5887 "rang

1.!00 Tukang &esi 5.0155 "rang

0.323 (epala %ukang 1.1571!75 "rang0.280 an#"r 1.0031 "rang

("l"m, analisa 6.32 SNI DT 91-0008-2007

$ahan

Koefsien Kebutuhan 1.8225

0.32 (au kelas III 0.5832 m3

3.2 +aku 5 m-12m 5.8320 kg

1.6 inak &ekis%ing 2.9160 li%er

157.5 esi &e%"n p"l"s 287.0!38 kg

2.25 (aa% &e%"n !.1006 kg

8.! Semen 15.3090 ak

0.5! +asir &e%"n 0.98!2 "rang

0.81 (erikil 1.!762 m3

0.12 (au kelas III 0.2187 m3

2.8 +l""# 9 mm 5.1030 lem&ar

32 D"lken kau galam, 58.3200 &a%ang

Tenaga 'era

5.650 +ekera 10.2971 "rang

0.275 Tukang &a%u 0.5012 "rang

1.560 Tukang kau 2.8!31 "rang

1.!00 Tukang &esi 2.5515 "rang

0.323 (epala %ukang 0.5887 "rang

0.280 an#"r 0.5103 "rang


12/35

al"k, analisa 6.31 SNI D

Harga satuan (Rp) $ia%a (Rp)

$ahan

350,000.00 338,782.50 0.27

15,500.00 111,135.00 2

3,000.00 6,!53.00 0.6

1!,950.00 11,255,107.50 21017,!50.00 187,67!.75 3

5!,000.00 1,626,156.00 8.!

92,000.00 178,102.80 0.5!

190,000.00 551,731.50 0.81

0.15

50,000.00 1,012,056.25 3.5

75,000.00 73,889.06 20

75,000.00 !19,152.50

Tenaga 'era

75,000.00 376,162.50 5.650

57,500.00 66,535.98 0.27562,500.00 62,693.75 1.560

Sub Total 16,265,633.09 1.!00

0.323

0.280


350,000.00 20!,120.00

15,500.00 90,396.00 4ing &al"k, analisa 6.36

3,000.00 8,7!8.00

$ahan

1!,950.00 !,291,30!.06 0.27

17,!50.00 71,555.91 2

5!,000.00 826,686.00 0.6

92,000.00 90,5!1.80 210

190,000.00 280,!82.75 3

350,000.00 76,5!5.00 8.!

130,650.00 666,706.95 0.5!

20,000.00 1,166,!00.00 0.81

Tenaga 'era

50,000.00 51!,856.25 5.650

75,000.00 37,589.06 0.275

75,000.00 213,232.50 1.560

75,000.00 191,362.50 1.!00

57,500.00 33,8!8.38 0.323

62,500.00 31,893.75 0.280

Sub Total 8,796,268.91

!"

!"


13/35

91-0008-2007

Koefsien Kebutuhan 0.54 Harga satuan (Rp) $ia%a (Rp)

(au kelas III 0.1!58 m3 350,000.00 51,030.00

+aku 5 m-12m 1.0800 kg 15,500.00 16,7!0.00

inak &ekis%ing 0.32!0 li%er 3,000.00 972.00

esi &e%"n p"l"s 113.!000 kg 1!,950.00 1,695,330.00(aa% &e%"n 1.6200 kg 17,!50.00 28,269.00

Semen !.5360 ak 5!,000.00 2!!,9!!.00

+asir &e%"n 0.2916 "rang 92,000.00 26,827.20

(erikil 0.!37! m3 190,000.00 83,106.00

(au kelas III 0.0810 m3 350,000.00 28,350.00

+l""# 9 mm 1.8900 lem&ar 130,650.00 2!6,928.50

D"lken kau galam, 10.8000 &a%ang 20,000.00 216,000.00

+ekera 3.0510 "rang 50,000.00 152,550.00

Tukang &a%u 0.1!85 "rang 75,000.00 11,137.50Tukang kau 0.8!2! "rang 75,000.00 63,180.00

Tukang &esi 0.7560 "rang 75,000.00 56,700.00

(epala %ukang 0.17!! "rang 57,500.00 10,029.15

an#"r 0.1512 "rang 62,500.00 9,!50.00

Sub Total 2,9!1,5!3.35

NI DT 91-0008-2007

Koefsien Kebutuhan 0.54 Harga satuan (Rp) $ia%a (Rp)

(au kelas III 0.1!58 m3 350,000.00 51,030.00

+aku 5 m-12m 1.0800 kg 15,500.00 16,7!0.00

inak &ekis%ing 0.32!0 li%er 3,000.00 972.00

esi &e%"n p"l"s 113.!000 kg 1!,950.00 1,695,330.00

(aa% &e%"n 1.6200 kg 17,!50.00 28,269.00

Semen !.5360 ak 5!,000.00 2!!,9!!.00

+asir &e%"n 0.2916 "rang 92,000.00 26,827.20

(erikil 0.!37! m3 190,000.00 83,106.00

+ekera 3.0510 "rang 50,000.00 152,550.00

Tukang &a%u 0.1!85 "rang 75,000.00 11,137.50

Tukang kau 0.8!2! "rang 75,000.00 63,180.00

Tukang &esi 0.7560 "rang 75,000.00 56,700.00

(epala %ukang 0.17!! "rang 57,500.00 10,029.15

an#"r 0.1512 "rang 62,500.00 9,!50.00

Sub Total 2,!50,26!.85

!"

!"


14/35

Din#ing pasangan 1 + 3 ++, analisa 6.2 SNI DT 91-0009-2007

Koefsien Kebutuhan 2#0.4525 Harga satuan (Rp)

1!0 a%a mera' 37863.350 &ua' 650.00

0.82375Semen 222.785 ak 5!,000.00

0.091 +asir 2!.611 m3 8!,000.00

0.2 Tukang &a%u 5!.091 "rang 75,000.000.6 +ekera 162.272 "rang 50,000.00

0.02 (epala %ukang 5.!09 "rang 57,500.00

0.03 an#"r 8.11! "rang 62,500.00

Sub Total

+les%eran, 6.3 SNI DT 91-00010-2007

Koefsien Kebutuhan 540.905 Harga satuan (Rp)

0.19!! Semen 105.1519 ak 5!,000.00

0.023 +asir 12.!!08 m3 8!,000.00

0.15 Tukang &a%u 81.1358 "rang 75,000.000.2 +ekera 108.1810 "rang 50,000.00

0.015 (epala %ukang 8.1136 "rang 57,500.00

0.01 an#"r 5.!091 "rang 62,500.00

Sub Total

unungan analisa 6.2 SNI DT 91-0009-2007

Koefsien Kebutuhan #9.9950 Harga satuan (Rp)

1!0 a%a mera' 11199.300 &ua' 650.00

0.82375Semen 65.896 ak 5!,000.00

0.091 +asir 7.280 m3 8!,000.00

0.2 Tukang &a%u 15.999 "rang 75,000.00

0.6 +ekera !7.997 "rang 50,000.00

0.02 (epala %ukang 1.600 "rang 57,500.00

0.03 an#"r 2.!00 "rang 62,500.00

Sub Total

!2

!2

!2


15/35

Din#ing pasangan 1 + 2 ++, analisa, 6.1 SNI DT 9

$ia%a (Rp) Koefsien Kebutuhan 1#.#25

2!,611,177.50 1!0 a%a mera' 2!81.500 &ua'

12,030,!03.33 1.0875 Semen 19.276 ak

2,067,338.91 0.08 +asir 1.!18 m3

!,056,787.50 0.2 Tukang &a%u 3.5!5 "rang8,113,575.00 0.6 +ekera 10.635 "rang

311,020.38 0.02 (epala %ukang 0.355 "rang

507,098.!! 0.03 an#"r 0.532 "rang

51,697,!01.05

+les%eran, 6.2 SNI DT 91-0010-2007

$ia%a (Rp) Koefsien Kebutuhan "5.45

5,678,20!.33 0.2556 Semen 9.0610 ak

1,0!5,028.!6 0.02 +asir 0.7090 m3

6,085,181.25 0.15 Tukang &a%u 5.3175 "rang5,!09,050.00 0.2 +ekera 7.0900 "rang

!66,530.56 0.015 (epala %ukang 0.5318 "rang

338,065.63 0.01 an#"r 0.35!5 "rang

19,022,060.23

$ia%a (Rp)

7,279,5!5.00

3,558,377.59

611,!81.78

1,199,925.00

2,399,850.00

91,99!.25

1!9,990.63

15,291,16!.2!

!2

!2


16/35

-0009-2007


650.00 1,612,975.00

5!,000.00 1,0!0,900.63

8!,000.00 119,112.00

75,000.00 265,875.0050,000.00 531,750.00

57,500.00 20,383.75

62,500.00 33,23!.38

Sub Total 3,62!,230.75


5!,000.00 !89,295.08

8!,000.00 59,556.00

75,000.00 398,812.5050,000.00 35!,500.00

57,500.00 30,575.63

62,500.00 22,156.25

Sub Total 1,35!,895.!6


17/35

4angka a%ap

Koefsien Kebutuhan 145.25 Harga Satua

0.006! g"r#ing 812 0.9296 26,000

2.2 usuk kau 57 319.55 m 16,500

5 reng kau 23 726.25 m 6,5000.25 paku 36.3125 kg 15,500

0.01 kepala %ukang 1.!525 "rang 57,500

0.1 %ukang kau 1!.525 "rang 75,000

0.1 pekera 1!.525 "rang 50,000

0.05 man#"r 7.2625 "rang 62,500

Subtot

urai #an %alang

Koefsien Kebutuhan 15! Harga Satua

0.0096 kau 612 0.1!! 16,5000.6 seng 9 l& 61,750

0.5 papan 220 7.5 m: 8,000

0.5 kau kasau 57 7.5 m: 16,500

0.3 paku seng !.5 kg 21,100

0.6 %ukang &esi 9 "rang 75,000

0.006 kepala %ukang 0.09 "rang 57,500

0.35 pekera 5.25 "rang 50,000

0.02 man#"r 0.3 "rang 62,500

Subtot

$isplank

Koefsien Kebutuhan 55.! Harga Satua

0.00! kau 0.222! 350,00

0.0008 paku 0.0!!!8 kg 15,500


0.0032 %ukang kau 0.17792 "rang 75,000

0.0011 pekera 0.06116 "rang 50,000

0.0001 man#"r 0.00556 "rang 62,500

Subtot

;%ap gen%eng


11 gen%eng 1597.75 &ua' 11,800

0.01 kepala %ukang 1.!525 "rang 57,500

0.1 %ukang &a%u 1!.525 "rang 75,000

0.2 pekera 29.05 "rang 50,000

0.02 man#"r 2.905 "rang 62,500

Subtot

!2

m:

m:

m:

!2


18/35

+la"n


0.008 kau 1.1356 m: 350,00

0.2 paku 28.39 kg 6,000

1 e%erni% 1!1.95 8,000! plepe% 13 567.8 m 3,500


0.38 %ukang kau 53.9!1 "rang 75,000

0.28 pekera 39.7!6 "rang 50,000

0.02 man#"r 2.839 "rang 62,500

Subtot

!2

m


19/35

n (Rp) $ia%a (Rp)

2!,170

5,272,575

!,720,625562,8!!

83,519

1,089,375

726,250

!53,906

l 12,933,263

n (Rp) $ia%a (Rp)

2,376555,750

60,000

123,750

9!,950

675,000

5,175

262,500

18,750

l 1,798,251

n (Rp) $ia%a (Rp)

77,8!0

689

320

13,3!!

3,058

3!8

l 95,599

n (Rp) $ia%a (Rp)

18,853,!50

83,519

1,089,375

1,!52,500

181,563

l 21,660,!06


20/35

n (Rp) $ia%a (Rp)

397,!60

170,3!0

1,135,6001,987,300

652,970

!,0!5,575

1,987,300

177,!38

l 10,553,983


21/35

+ekeraan pin%u #an en#ela

Keterangan Kebutuhan Harga Satuan (Rp)

en#ela 1 3 350,000

en#ela 2 2 135,000

+in%u +1 3 500,000

+in%u +2 2 !00,000+in%u #an en#ela +3 1 700,000

+in%u #an en#ela +1 1 1,200,000

+in%u #an en#ela +2 1 1,000,000

Sub total


22/35

$ia%a (Rp)

1,050,000.00

270,000.00

1,500,000.00

800,000.00700,000.00

1,200,000.00

1,000,000.00

6,520,000.00


23/35

o. *enis pe'eraan $ia%a (Rp)

1 +ekeraan persiapan 1,609,060.00

2 +ekeraan p"n#asi 15,!88,!22.88

3 +ekeraan &e%"n &er%ulang 30,!53,710.21! +ekeraan #in#ing #an ples%eran 90,989,751.73

5 +ekeraan en#ela #an pin%u 6,520,000.00

6 +ekeraan a%ap 68,701,907.99

7 +ekeraan lan%ai #an akses"ri !6,763,9!1.9!

8 +ekeraan ins%alasi 8,329,956.25

9 +ekeraan pengea%an 7,672,960.19

Total anggaran bia%a 276,529,711.18


24/35

pengea%an #in#ing #an pla"n

Koefsien Kebutuhan ""5.82#5 Harga satuan (Rp)

0.61! a% %em&"k 206.198 kg 19,500.00

0.2 ker%as g"s"k 67.166 l& 1,500.00

0.075 %ukang a% 25.187 "rang 75,000.00

0.0075 (epala %ukang 2.252 "rang 57,500.00

0.05 pekera 16.791 "rang 50,000.00

0.0025 man#"r 0.8!0 "rang 62,500.00

Sub Total

pengea%an kau

Koefsien Kebutuhan 25."9#5 Harga satuan (Rp)

0.16! a% kau !.165 kg 26,500.00

0.2 minak a% 5.080 kg 36,950.00

0.075 ker%as a% 1.905 l& 1,500.00

0.0075 (epala %ukang 2.252 "rang 57,500.00

0.05 pekera 1.270 "rang 50,000.00

0.075 %ukang a% 1.905 "rang 75,000.00

0.0025 man#"r 0.063 "rang 62,500.00

Sub Total

!2

!2


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$ia%a (Rp)

!,020,862.66

100,7!8.25

1,889,029.69

129,516.23

839,568.75

52,!73.05

7,032,198.63

$ia%a (Rp)

110,377.5!

187,687.53

2,857.22

129,516.23

63,!93.75

1!2,860.9!

3,968.36

6!0,761.56


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Ins%alasi lis%rik

Kebutuhan Harga satuan (Rp) $ia%a (Rp)

20 95,000 1,900,000.00

Ins%alasi air

+ipa air &ersi'

Koefsien

1 pipa 16.!

0.25 %ukang &a%u

0.0375 (epala %ukang

0.011 an#"r

+ipa air k"%"r

1 pipa 27.18

0.25 %ukang &a%u


0.011 an#"r

+ipa air lim&a'

1 pipa 12.92

0.25 %ukang &a%u


0.011 an#"r

+erlengkapan sani%asi

sep%i %ank 1

&ak k"n%r"l 3

kran air 3

kl"se# "ngk"k 2


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Satuan Harga satuan (Rp) $ia%a (Rp)

m 51,700.00 8!7,880.00

"rang 75,000.00 18,750.00

"rang 67,500.00 2,531.25

"rang 62,500.00 687.50

m 51,700.00 1,!05,206.00

"rang 75,000.00 18,750.00

"rang 67,500.00 2,531.25

"rang 62,500.00 687.50

m 51,700.00 667,96!.00

"rang 75,000.00 18,750.00

"rang 67,500.00 2,531.25

"rang 62,500.00 687.50

&ua' 2,500,000.00 2,500,000.00

&ua' 80,000.00 2!0,000.00

&ua' 79,000.00 237,000.00

&ua' 233,000.00 !66,000.00Sub Total 6,!29,956.25


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N" (egia%an iaa

1 +ekeraan persiapan 1 1,609,060.00

2 +ekeraan p"n#asi 2 15,!88,!22.88

3 +ekeraan &e%"n &er%ulang 2 30,!53,710.21! +ekeraan #in#ing #an ples%eran 2 90,989,751.73

5 +ekeraan en#ela #an pin%u 1 6,520,000.00

6 +ekeraan a%ap 2 68,701,907.99

7 +ekeraan lan%ai #an akses"ri 2 !6,763,9!1.9!

8 +ekeraan ins%alasi 1 8,329,956.25

9 +ekeraan pengea%an 2 7,672,960.19

T/T;$ 276,529,711.18

(UU$;TI=

>ak%u minggu


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30/35

"&"% I II

1 2 3 ! 5 6

0.582 0.582 0.582

5.601 2.800 2.800!9887 2.800!99

11.013 5.506 5.506!08 5.506!0832.90! 16.!52 16.!5208 16.!5208

2.358 2.358 2.35779!

2!.8!! 12.!22

16.911 8.!56

3.012 3.012

2.775 1.387

100.000 0.582 2.800 2.800 5.506 21.958 18.810

0.582 3.382 6.183 11.689 33.6!8 52.!58

"&"%minggu

15

20

25

K+R,-


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1 2 3 ! 5 6 7 8

0

5

10


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III I?

7 8 9 10 11 12 13

12.!2216 12.!2216

8.!555 8.!555

3.012319

1.387366 1.387366

12.!22 12.!22 8.!56 8.!56 3.012 1.387 1.387

6!.880 77.302 85.757 9!.213 97.225 98.613 100.000

R/-

(U4?; N/4;$


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9 10 11 12 13


34/35

1 0.582

2 2.800

3 2.800! 5.506

5 21.958

6 18.810

7 12.!22

8 12.!22

9 8.!56

10 8.!56

11 3.012

12 1.387

13 1.387

>ak%u@mingguA

T"%al&"&"%min

ggu


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Rab Sni Excel

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