rencana lis of trumbu karang

7/26/2019 rencana lis of trumbu karang

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DAFTAR DESA BERDASARKAN T

NO NAMA DESA

KECAMATAN PETUNGKRIYONO

1 DESA TLOGOHENDRO

2 DESA GUMELEM

3 DESA SIMEGO

4 DESA CURUGMUNCAR

5 DESA SONGGODADI

6 DESA TLOGOPAKIS

7 DESA YOSOREJO

8 DESA KASIMPAR

9 DESA KAYUPURING

KECAMATAN LEBAKBARANG

1 DESA DEPOK

2 DESA WONOSIDO

3 DESA TIMBANGSARI

4 DESA PAMUTUH

5 DESA TEMBELANGGUNUNG

6 DESA SIDOMULYO

7 DESA KAPUNDUTAN

8 DESA KUTOREMBET9 DESA LEBAKBARANG

1 DESA BANTARKULON

11 DESA MENDOLO

KECAMATAN PANINGGARAN

1 DESA KALIBOJA

2 DESA KALIOMBO

3 DESA BOTOSARI

4 DESA TANGGERAN

5 DESA LUMENENG

6 DESA SAWANGAN

7 DESA WINDUAJI

8 DESA KRANDEGAN

9 DESA WERDI

1 DESA DOMYANG

11 DESA TENOGO

12 DESA BEDAGUNG


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13 DESA NOTOGIWANG

14 DESA LAMBANGGELUN

KECAMATAN KANDANGSERANG

1 DESA KLESEM

2 DESA BODAS3 DESA GEMBONG

4 DESA SUKOHARJO

5 DESA GARUNGWIYORO

6 DESA BUBAK

7 DESA BOJONGKENANG

8 DESA LURAGUNG

9 DESA KANDANGSERANG

1 DESA LAMBUR

11 DESA WANGKELANG

12 DESA TAJUR

KECAMATAN DORO

1 DESA PUNGANGAN

2 DESA SIDOHARJO

3 DESA LEMAHABANG

4 DESA ROGOSELO

5 DESA HARJOSARI

6 DESA DOROREJO

7 DESA DORO

8 DESA RANDUSARI9 DESA LARIKAN

1 DESA SAWANGAN

11 DESA KUTOSARI

12 DESA WRINGINAGUNG

13 DESA BLIGOROJO

14 DESA KALIMOJOSARI

KECAMATAN TALUN

1 DESA TALUN

2 DESA MESOYI

3 DESA SENGARE

4 DESA DONOWANGUN

5 DESA TALUN

6 DESA BATURSARI

7 DESA BANJARSARI

8 DESA KALIREJO

9 DESA KARANGASEM


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1 DESA KROMPENG

11 DESA JOLOTIGO


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INGKAT KETERJANGKAUAN

KATEGORI KETERJANGKAUAN

SULIT DIJANGKAU

SULIT DIJANGKAU

SULIT DIJANGKAU

SULIT DIJANGKAU

SULIT DIJANGKAU

BISA DIJANGKAU

BISA DIJANGKAU

BISA DIJANGKAU

BISA DIJANGKAU

SULIT DIJANGKAU

SULIT DIJANGKAU

SULIT DIJANGKAU

SULIT DIJANGKAU

SULIT DIJANGKAU

SULIT DIJANGKAU

SULIT DIJANGKAU

SULIT DIJANGKAUBISA DIJANGKAU

SULIT DIJANGKAU

SULIT DIJANGKAU

BISA DIJANGKAU

BISA DIJANGKAU

SULIT DIJANGKAU

BISA DIJANGKAU

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SULIT DIJANGKAU

SULIT DIJANGKAU

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SULIT DIJANGKAUSULIT DIJANGKAU

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SULIT DIJANGKAU

BISA DIJANGKAU

BISA DIJANGKAU

BISA DIJANGKAU

BISA DIJANGKAU

BISA DIJANGKAU

BISA DIJANGKAU

SULIT DIJANGKAU

SULIT DIJANGKAU

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BISA DIJANGKAU

BISA DIJANGKAU

BISA DIJANGKAUBISA DIJANGKAU

BISA DIJANGKAU

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BISA DIJANGKAU

BISA DIJANGKAU

SULIT DIJANGKAU

SULIT DIJANGKAU


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SULIT DIJANGKAU


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HARGA BAHAN MATERIAL LISTRIK

TAHUN 2010

NO MATERIAL ANALISA SAT

1 K#+!) L*' , 1 - 1 . NYA / 2 0 25 ..2

L*' , 2 - 1 . NYM / 2 0 25 ..2

L*' , 3 - 1 . NYM / 2 0 15 ..2

L*' , 4 - 1 . NYY / 2 0 6 ..2

L*' , 5 - 1 . NYY / 2 0 4 ..2

L*' , 6 - 1 . NYY / 2 0 25 ..2

L*' , 7 - 1 . K#+!) LTC N25 /2 0 25 ..2

L*' , 8 - 1 . K#+!) LTC N16 /2 0 16 ..2

2 S'$ "'#" L*' , 9 - + B%

3 S#")#% T&) L*' , 1 - + B%

4 S#")#% G#:# L*' , 11 - + B%

5 L#.$ SL 14 W#'' /T($! A L*' , 12 - + P())($*

6 L#.$ SL 18 W#'' /T($! A L*' , 13 - + P())($*

7 L#.$ SL 18 W#'' /T($! B L*' , 14 - +

8 L#.$ TL-TKO 4 W#'' L*' , 15 - + P())($*

9 L#.$ TL-TKO 2 W#'' L*' , 16 - + P())($*

1 I*'#)#*( L(*'%(" L*' , 17 - '('("

11 ;' !)) 1 A L*' , 18 - ('

12 ;' !)) 6 A L*' , 19 - ('

13 T(.!% L*' , 2 - (' P##*(

14 MCB L*' , 21 - ('


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869

715

484

1617

1287

869

1155

594

979

979

139

294

3355

2794

5247

44

825

6974

6974

495

2849

HARGA BAHANTH. 2010


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DAFTAR HARGA SATUAN

BAHAN DAN UPAH UNTUK

BANGUNAN GEDUNG DAN PERMUKIMAN

KABUPATEN PEKALONGAN

TAHUN 2011(termasuk jasa dan overhead, belum termasuk PPN)

No Nama Bahan/ Jenis Tenaga Harga 200 Harga 20 !ota Pekalongan

B " H " N

#"T$%&"' T"N"H "N B"T"N

1 Tanah Padas 46,200.002 Tanah Biasa 38,500.00 38,500.00 44,000.0

3 Tanah Lempung 41,800.00 44,000.0

4 Batu belah 95,370.00 103,400.00 104,500.0

5 Batu bulat 78,870.00 88,000.00 88,000.0

6 Pasi bet!n "muntilan# 249,040.00 261,250.00 275,000.0

7 Pasi pasang 131,010.00 143,000.00 165,000.0

8 Pasi uug 71,500.00 71,500.00 71,500.0

9 Pasi uug daat 71,500.00 71,500.00 71,500.0

10 $itu 77,000.00 77,000.00 82,500.0

11 Bata meah 5 % 11 % 22 &m 550.00 550.00 550.0

12 Bata meah 5 % 11 % 22 &m "'(3# 275,000.00 275,000.00

13 Batu pe&ah 1'2 148,500.00 143,000.00 143,000.0

14 Batu pe&ah 2'3 137,500.00 137,500.00 132,000.0

15 Batu pe&ah 3'5 126,500.00 132,000.00 132,000.0

16 Batu pe&ah 5'7 108,240.00 132,000.00 121,000.017 Batu paas 78,320.00 78,100.00

18 Batu tempel hitam 121,000.00 121,000.00 110,000.0

#"T$%&"' B$*& 9,000.00

1 Besi bet!n uli ")*32# 10,000.00 10,010.00 9,350.0

2 Besi bet!n p!l!s ")*24# 9,500.00 9,570.00 9,350.0

3 Besi +aing a-at ba+a 16,500.00 16,500.00

4 Besi p!il 13,000.00 13,200.00

5 Besi stip 13,000.00 13,200.00 13,750.0

6 Besi stip 2 % 3 "untu teali besi# 13,000.00 13,200.00

7 Besi stip "0,2%2# &m 13,000.00 13,200.00

8 Besi siu 13,000.00 13,200.00 13,200.0

9 Besi ba+a / 12,500.00 12,650.00 13,200.0

10 Plat ba+a 12,118.64

11 a-at bet!n 18,400.00 17,600.00 17,600.0

12 a-at dui 13,200.0013 a-at ham!nia 20,240.00 20,900.00

14 a-at assa 15,950.00 15,950.00


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15 a-at namu 15,950.00 15,950.00

16 a-at seng p!l!s 14,300.00 14,300.00

17 Pau husus 709.50

18 Pau 16,720.00 16,775.00

19 Pau ha pan+ang 15 &m 12,100.00

20 Pau pan&ing 19,800.00

21 Pau seup 11,440.00 11,550.00

22 Pau seup 3,5 341.00

23 a-at Las 24,200.00 24,200.0

#"T$%&"' !"+

1 22,000.002 22,000.00

3 au "ut nt! semntaa# 2,200,000.00 2,200,000.00

4 au 5'7 "ut b!-planpaga smentaa# 2,200,000.00 2,200,000.00

5 au bengiai, "bal!# 6,930,000.00 9,020,000.00 8,800,000.0

6 au bengiai, "bal! as! 5%7# 6,930,000.00 9,020,000.00 8,800,000.0

7 au bengiai, "bal! eng 2%3# 6,930,000.00 9,020,000.00 8,800,000.0

8 au bengiai, "bal! eng 3%4# 6,930,000.00 9,020,000.00 8,800,000.0

9 au bengiai, "papan# 7,260,000.00 9,130,000.00

10 au +ati, "bal!# 24,896,740.00 22,000,000.00 22,000,000.0

11 au +ati, "papan# 23,100,000.00

12 au puna, "bal!# 4,730,000.00 4,400,000.00 4,400,000.0

13 au puna, "bal! as! 5%7# 4,730,000.00 4,400,000.00 4,400,000.0

14 au puna, "bal! eng 2%3# 4,730,000.00 4,400,000.00 4,400,000.0

15 au puna, "bal! eng 3%4# 4,730,000.00 4,400,000.00 4,400,000.0

16 au puna, "papan# 4,950,000.00 4,400,000.00 4,400,000.017 au (eanti &uan "papan# 4,125,000.00 4,125,000.0

18 au $uen &uan "papan# 2,200,000.00

19 au elapa 3,080,000.00

20 au ampas, "bal!# 4,730,000.00 4,730,000.00 4,840,000.0

20 au ampas, "Papan# 4,950,000.00 4,950,000.00 4,840,000.0

21 au ampas as! 5'7 4,895,000.00

22 au papan 3'20 "ut b!-plan# 2,200,000.00 3,025,000.00

23 au amin, "papan# 3,300,000.00

24 au teentang "beisting# 2,200,000.00 2,200,000.00

25 List au p!il 6,050.00 6,875.00

26 Pean&ah au 2,035,000.00

27 Pl-!!d 4 mm "90%210# 58,190.00 60,500.00 60,500.0

28 Pl-!!d 9 mm "120%240# 82,170.00 111,283.33

29 Bambu 10 &m pan+ang 600 &m 9,900.00 9,900.00

#"T$%&"' P$NTP "T"P

1 enteng bet!n 4,125.00 4,174.50 2,750.0

!len au


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2 enteng de&a b!nd 3,542.00

3 enteng !d! 1,650.00 1,650.00 1,650.0

4 enteng metal 123,013.00

5 enteng palent!ng 1,375.00 1,375.00 1,260.0

6 enteng palent!ng supe 2,530.00 2,530.00

7 enteng bubung !d! 4,950.00 3,960.00

8 enteng bubung palent!ng 5,830.00 3,300.00 3,300.0

9 :! genteng bet!n 7,700.00 6,600.00 6,600.0

10 :! stel gel!mbang 41,811.00

11 ;!! light ibeglass 220,000.00

12 $eng gel!mbang 3*5 49,866.67 49,500.013 $eng gel!mbang bl+s 30 70,070.00 74,800.00

14 $eng gel!mbang b+ls 28 34,650.00

15 $eng plat "ut nt! semntaa# 42,471.00

16 $eng plat 3 % 6 b+ls 28 35,750.00

17 $eng plat b+ls 28 30,690.00 33,000.00

18 $eng plat b+ls 30 34,100.00 35,200.00 39,600.0

19 sbes gel!mbang besa 5mm "225%102&m# 64,020.00 64,020.00

20 sbes gel!mbang besa 5mm "250%102&m# 70,840.00 70,950.00 69,300.0





25 sbes gel!mbang e&il 4mm "300%105# 74,140.00 74,250.00

26 sbes gel!mbang e&il 4mm "270%105# 65,120.00 70,169.00

27 sbes gel!mbang e&il 4mm "240%105# 35,420.00 35,200.0028 sbes gel!mbang e&il 4mm "210%105# 30,250.00 30,250.00

29 sbes gel!mbang e&il 4mm "180%105# 26,070.00 26,125.00 27,500.0

30 sbes gel!mbang besa 6mm "250%102# 87,527.00



33 sbes gel!mbang besa 6mm "300%108# 119,795.82 119,800.00





#"T$%&"' P'"-N

1 usti uuan 30 % 30 &m 4,862.00

2 usti uuan 30 % 60 &m 9,570.00

3 sbes 1,00 % 1,00 m 13,750.00 13,750.00

4 msum B!ad "120 % 240 % 9# mm 58,116.675 Pelat asbes tebal 3,5 mm 13,557.50

6 Pelat asbes tebal 4 mm 26,620.00


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#"T$%&"' P$NTP '"NT"& "N &N&N.

1 eami 10 % 20 &m 836.00 726.0

2 eami 20 % 20 &m P!l!s 1,557.60 1,584.00 1,452.0

3 eami 20 % 20 &m (!ti 1,689.60 1,723.39

4 eami 20 % 25 &m P!l!s 1,991.00 2,190.10 1,815.0

5 eami 20 % 25 &m (!ti 2,431.00 2,695.00

6 eami 20 % 25 &m (!ti amba 16,500.00 17,325.00

7 eami 30 % 30 &m (!ti ana setaa Platinum 6,250.00

8 eami 30 % 30 &m (!ti ana setaa (ulia 4,240.00 4,452.009 eami 30 % 30 &m (!ti ana setaa -ana 3,340.00 3,507.00

10 eami 30 % 30 &m (!ti ana setaa apet 13,200.00

#"T$%&"' P$%$!"T

1 Lem au 9,020.00 11,000.00 11,000.0

2 Lem ?inl 9,240.00 11,000.00 11,000.0

3 Peeat untu -allpape 34,100.00

4 $emen nat 8,708.33

5 $emen p!tland 1,144.00 1,185.25 1,166.0

6 $emen -ana 10,340.00 9,900.00

#"T$%&"' "T

1 >at dasa "&at au# 20,240.00 39,233.33 38,500.0

2 >at dasa "&at besi# 39,233.33 38,500.0

3 >at dasa "&at temb!# 14,850.00 14,300.00 14,300.0

4 >at antaa "&at besi# 39,050.00

5 >at penutup "&at au -. # 47,740.00 48,812.50

6 >at penutup "&at au -. B# 38,940.00 39,050.00 38,500.0


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7 >at penutup "&at besi# 38,500.00 39,050.00 38,500.0

8 >at penutup "&at temb! -. # 23,100.00 30,250.00

9 >at penutup "&at temb! -. B# 14,300.00 14,300.00 14,300.0

10 (eni au 15,620.00 15,950.00 13,200.0

11 (eni besi 15,620.00 15,950.00 13,200.0

12 empul 16,170.00 16,316.67 13,200.0

13 empul +adi 24,750.00

14 mpelas 2,640.00 3,620.83 3,300.0

15 uas 3 9,350.00 6,600.00 6,600.0

16 Plami au 16,170.00 16,316.67 18,700.0

17 Plami temb! 15,620.00 16,133.33 16,500.018 P!litu 32,312.50

19 P!litu +adi 40,150.00 43,560.00

20 @enis 20,625.00

#"T$%&"' !N& "N $N.*$'

1 !! &l!se 88,000.00

2 !! h!lde 48,400.00

3 !! st!p 16,225.00

4


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2 Ba ibeglass 227,260.00 221,833.33 198,000.0

3 l!! dain 13,475.00

4 l!set dudu'm!n!bl! 971,740.00 1,540,000.00 1,540,000.0

5 l!set +!ng! p!selen 108,240.00 109,312.50 110,000.0

6 an ai 35,750.00 22,000.00 38,500.0

7 )in!i 986,370.00 577,500.00 577,500.0

8 asta?el 293,370.00 264,916.67 198,000.0

9 ate dain ases!ies 39,490.00 41,250.00

#"T$%&"' P&P" ."'"N&*

1 pipa gal?anis medium B C D 26,262.50 26,400.00

2 pipa gal?anis medium B C E 34,512.50 33,000.003 pipa gal?anis medium B C 1 38,500.00

4 pipa gal?anis medium B C 1D 37,277.78 51,333.3

5 pipa gal?anis medium B C 2 39,966.67 41,533.01 68,750.0



8 pipa gal?anis medium B C 6 142,175.00 143,000.00

9 pipa gal?anis medium B C 8 170,564.52

#"T$%&"' P&P" P

1 Pipa P@> tipe dia 1'2 3,767.50 4,125.00 4,125.0

2 Pipa P@> tipe dia 3'4 4,867.50 5,225.00 5,500.0

3 Pipa P@> tipe dia 1 7,287.50 7,425.00 7,425.0

4 Pipa P@> tipe dia 11'2 11,935.00 12,925.00 13,062.5

5 Pipa P@> tipe dia 2 14,685.00 16,500.00 16,500.0

6 Pipa P@> tipe dia 3 30,250.00 33,000.00 33,000.0

7 Pipa P@> tipe dia 4 48,125.00 52,250.00 52,250.0#"T$%&"' B&* B$T-N

1 Buis Bet!n F 20 &m 34,100.00 27,500.00 27,500.0

2 Buis Bet!n F 30 &m 60,500.00 42,900.00 33,000.0

3 Buis Bet!n F 40 &m 74,690.00 60,500.00 55,000.0

4 Buis Bet!n F 60 &m 132,000.00 117,700.00 110,000.0

5 Buis Bet!n F 80 &m 236,500.00 176,000.00 192,500.0

6 !t :!mal )*20 38,500.00 24,200.00 25,300.0

7 !t :!mal )*30 49,500.00 40,700.00 44,000.0

8 !t :!mal )*40 44,000.00 44,000.0

9 !t :!mal )*60 93,500.00

10 !t :!mal )*80 162,250.00

#"T$%&"' #&N+"!

1 (ina beisting 5,500.00

2 (ina &at 10,083.33 10,450.00 11,000.0

3 ;esidu atau te 20,328.00 20,386.67

4 Tea !il 27,500.00


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5 $!la industi 4,500.00 4,950.00 4,950.0

6 (ina Pelumas 22,000.00 27,000.00 24,200.0

#"T$%&"' P&NT "'#&N "N B$*&

1 usen Pintu'+endela aluminium p!l!s 77,000.00 27,500.0

2 usen Pintu'+endela aluminium ana 110,000.00 27,500.0

3 P#*#& D# $(' #).(. /9,1 0 21 C. 880,000.00 27,500.0

4 P#*#& D# =!:!)# #).(. 66,000.00 27,500.0

5 P!il aluminium 77,000.00 66,000.0

6 luminium stip 35,200.00 16,500.0

7 $up i%e 1,100.00 1,100.0

8 Pintu lipat "!lding d!!# 570,240.00 605,550.00 412,500.09 ;!lling d!! besi 385,000.00 366,300.00 247,500.0

10 ;!lling d!! aluminium 253,000.00 412,500.0

#"T$%&"' P"&N. B'-!

1 anstin *200, 10 % 20 % 50 &m 13,750.00 10,296.00 22,000.0

2 pa?ing bl!& 6 &m. abu*abu *400 73,370.00 45,298.00 55,000.0

3 pa?ing bl!& 8 &m. abu*abu *400 99,220.00 52,800.00

4 pa?ing bl!& 10 &m. abu*abu *400 128,700.00 58,465.00

5 pa?ing bl!& 6 &m. abu*abu *300 70,070.00 59,840.00 39,600.0

6 pa?ing bl!& 8 &m. abu*abu *300 94,820.00 75,386.67

7 pa?ing bl!& 10 &m. abu*abu *300 79,970.00

8 pa?ing bl!& 5 &m. abu*abu *200 56,100.00 38,500.00

9 pa?ing bl!& 6 &m. abu*abu *200 57,200.00 41,800.00

10 pa?ing bl!& 6 &m. -ana *400 80,575.00

11 pa?ing bl!& 8 &m. -ana *400 97,900.00

12 pa?ing bl!& 10 &m. -ana *400 115,500.00

13 pa?ing bl!& 6 &m. -ana *300 66,275.00

14 pa?ing bl!& 8 &m. -ana *300 78,100.00

15 pa?ing bl!& 5 &m. -ana *200 63,800.00 44,000.00

16 pa?ing bl!& 6 &m. -ana *200 64,900.00 46,200.00

#"T$%&"' P"."% B%

1 Paga B;> 90 2 182,723.75

2 Paga B;> 120 2 210,705.00

3 Paga B;> 175 3 859,237.50

4 Paga B;> 190 3 907,621.00

5 Tiang B;> lengap P 90 F 1,5 147,262.50

6 Tiang B;> lengap P 120 F 1,5 167,222.00

7 Tiang B;> lengap P 175 F 1,5 229,350.00

8 Tiang B;> lengap P 190 F 1,5 269,181.00

9 B;> $ingle ate $ 90 T1 550,550.00 594,027.5010 B;> $ingle ate $ 120 T1 660,550.00 670,890.00

11 B;> $ingle ate $ 175 T1 880,550.00 742,170.00


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12 B;> $ingle ate $ 190 T1 990,550.00 873,400.00

13 B;> !uble ate 90 T1 983,400.00

14 B;> !uble ate 120 T1 787,325.00

15 B;> !uble ate 175 T1 913,495.00

16 B;> !uble ate 190 T1 1,063,370.00

#"T$%&"' '"&N1'"&N

1 !mi&a 46,200.00

2 !mtie'pen+aga +aa beesting'spa&e 6,600.00

3 ;amset'dina b!lt 7,700.00

4 ;el pintu d!!ng 247,500.00

5 ;!ste Bet!n 20%20 5,775.006 ;!ste Bet!n 20%25 6,583.50 6,600.00

7 ;!ste'tea-ang 23,100.00 23,100.00

8 ;!ste'tea-ang batu alam 30%30 34,650.00 34,650.00

9 ;!ste Bata (eah "Tanah Liat 20%20# 5,082.00 5,100.00

10 ;!ste eami 20%20 31,762.50 31,800.00

11 lassbl!& 20,212.50 20,250.00

12 $abun 16,500.00 22,000.00

13 $eal tape 2,090.00 2,016.67

14 $isalati!n'aluminium !il 9,350.00 8,800.00 6,600.0

15 $!da api 23,375.00

16 allpape 55,000.00

17 i 5,500.00

18 /+u 8,250.00

19 $ealant 11,275.00

T $ N " . "

1 epala tuang 50,000.00 55,000.00 46,750.0

2 (and! 40,000.00 50,000.00 49,500.0

3 Pee+a 35,000.00 38,000.00 33,000.0

4 Pembantu Tuang 35,000.00 38,000.00

5 Tuang 45,000.00 50,000.00 44,000.0

6 Tuang batu 45,000.00 50,000.00 44,000.0

7 Tuang besi 45,000.00 50,000.00 44,000.0

8 Tuang besi !nstusi 45,000.00 50,000.00 44,000.0

9 Tuang &at 45,000.00 50,000.00 44,000.0

10 Tuang gali 45,000.00 50,000.00 44,000.0

11 Tuang au 45,000.00 50,000.00 44,000.0

12 Gpeat! 65,000.00 50,000.00 44,000.0

13 Tuang las 45,000.00 50,000.00 44,000.0

Peralatan


17/315


1 $e-a alat las 16,500.00

H"%." 20 Harga *urve3 %ata1rata 4 -verhead 05


18/315

!ota Batang *atuan

(365,000.00 (3

65,000.00 (3

102,760.00 (3

98,480.00 (3

325,130.00 (3

171,950.00 (3

86,700.00 (3

86,700.00 (3

102,590.00 (3

590.00 Bh

296,230.00 (3

204,460.00 (3

195,070.00 (3

145,370.00 (3

145,370.00 (3

(2

(2

16,250.00 g

16,030.00 g

g

g

g

19,800.00 (H

g

19,500.00 g

19,880.00 g

g

20,600.00 gg

21,410.00 (2

(2


19/315

!ota Batang *atuan

(2

g

Bh

g

g

g

g

Bh

g

BtgBtg

(3

(3

10,692,960.00 (3

10,692,960.00 (3

10,692,960.00 (3

10,692,960.00 (3

11,632,200.00 (3

36,124,670.00 (3

(3

5,635,470.00 (3

5,635,470.00 (3

5,635,470.00 (3

5,635,470.00 (3

6,068,980.00 (35,780,000.00 (3

(3

(3

5,635,470.00 (3

6,068,980.00 (3

5,635,470.00 (3

(3

(3

3,323,490.00 (3

(H

(3

90,985.00 Lb

Lb

12,670.00 Btg

Bh


20/315

!ota Batang *atuan

Bh

Bh

Lb

Bh

Bh

Bh

Bh

Bh

Lb

(2

38,530.00 Lb 83,580.00 Lb

38,530.00 Lb

Lb

39,600.00 Lb

37,110.00 (H

38,740.00 (H

67,080.00 Lb

72,800.00 Lb

134,880.00 Lb

79,037.20 Lb

29,180.00 Lb 34,430.00 Lb

29,970.00 Lb

72,800.00 Lb

67,080.00 Lb

61,370.00 Lb

5,710.00 Lb

Lb

16,420.00 Lb

71,913.60 Lb Lb

Lb


21/315

!ota Batang *atuan

Lb

Lb

827.80 Bh

2,126.40 Bh

2,283.60 Bh

2,391.00 Bh

2,444.00 Bh

17,140.00 Bh

Bh

4,496.40 Bh4,495.50 Bh

3,853.80 Bh

3,982.50 Bh

3,725.10 Bh

3,596.40 Bh

4,014.00 Bh

8,505.60 Bh

9,134.40 Bh

7,993.60 Bh

6,766.40 Bh

228,360.00 (2

(2

Bh

Bh

392,510.00 (2(2

(2

g

g

g

g

1,600.00 g

g

33,180.00 g

33,180.00 g

21,400.00 g

g

47,100.00 g

41,390.00 g


22/315

!ota Batang *atuan

72,080.00 g

44,250.00 g

17,140.00 g

20,340.00 g

21,410.00 g

20,690.00 g

22,840.00 g

4,150.00 Lb

6,070.00 Bh

19,260.00 g

gLt

Lt

31,930.00 Lt

Bh

Bh

Bh

Bh

11,950.00 Bh

18,020.00 Bh

8,080.00 Bh

Bh

Bh

39,250.00 Bh

142,730.00 Bh58,690.00 Bh

37,460.00 Bh

Bh

69,940.00 (2

(2

(2

(2

42,820.00 (2

64,230.00 (2

(H

(2

85,650.00 (2

(2

235,500.00 Bh


23/315

!ota Batang *atuan

246,200.00 Bh

12,310.00 Bh

1,534,360.00 Bh

135,600.00 Bh

25,860.00 Bh

449,600.00 Bh

271,180.00 Bh

67,080.00 $et

32,470.00 (H

35,088.33 (H42,820.00 (H

54,120.00 (H

79,691.67 (H

130,835.00 (H

159,380.00 (H

285,461.67 (H

(H

5,440.00 (H

5,932.50 (H

10,030.00 (H

25,422.50 (H

38,895.00 (H

81,180.00 (H

118,822.50 (H

39,600.00 Bh

66,020.00 Bh

99,910.00 Bh

151,640.00 Bh

199,810.00 Bh

39,960.00 Bh

43,740.00 Bh

Bh

Bh

Bh

Lt

g

Lt

Lt


24/315

!ota Batang *atuan

lite

lite

(H

(H

bh

(H

(H

(H

bh

(2(2

(2

21,410.00 Bh

55,660.00 mI

75,650.00 mI

mI

49,960.00 mI

67,080.00 mI

mI

48,530.00 mI

49,960.00 mI

mI

mI

mI

mI

mI

55,660.00 mI

57,090.00 mI

165,030.00 Lb

178,410.00 Lb

Lb

Lb

Btg

Btg

Btg

Btg

496,700.00 )nit618,020.00 )nit

652,280.00 )nit


25/315

!ota Batang *atuan

1,131,840.00 )nit

610,170.00 )nit

833,250.00 )nit

1,241,750.00 )nit

1,296,000.00 )nit

46,030.00 Lb

Bh

Bh

Bh

BhBh

Bh

Bh

Bh

Bh

g

1,720.00 Bh

(2

g

(2

(J

g

tube

64,130.00 GK

64,130.00 GK

39,930.00 GK

GK

GK

56,870.00 GK

56,870.00 GK

56,870.00 GK

56,870.00 GK

49,610.00 GK

56,870.00 GK

66,550.00 GK

GK


26/315

!ota Batang *atuan

+am


27/315

DAFTAR HARGA SATUAN

BAHAN DAN UPAH UNTUK

BANGUNAN GEDUNG DAN PERMUKIMAN

KABUPATEN PEKALONGAN (DAERAH ATAS)

TAHUN 2011(termasuk jasa dan overhead, belum termasuk PPN)

No Nama Bahan/ Jenis Tenaga Harga 20 *atuan

B " H " N

#"T$%&"' T"N"H "N B"T"N

1 Tanah Padas 48,510.00 (3

2 Tanah Biasa 40,425.00 (3

3 Tanah Lempung 43,890.00 (3

4 Batu belah 108,570.00 (3

5 Batu Bl!n!s 92,400.00 (3

6 Pasi bet!n "muntilan# 274,312.50 (3

7 Pasi pasang 150,150.00 (3

8 Pasi uug 75,075.00 (39 Pasi uug daat 75,075.00 (3

10 $itu 80,850.00 (3

11 Bata meah 5 % 11 % 22 &m 577.50 Bh

12 Bata meah 5 % 11 % 22 &m "'(3# 288,750.00 (3

13 Batu pe&ah 1'2 150,150.00 (3

14 Batu pe&ah 2'3 144,375.00 (3

15 Batu pe&ah 3'5 138,600.00 (3

16 Batu pe&ah 5'7 138,600.00 (3

17 Batu paas 82,005.00 (2

18 Batu tempel $eit 127,050.00 (2

19 Batu tempel hitam 127,050.00 (2

#"T$%&"' B$*&

1 Besi bet!n uli ")*32# 10,510.50 g

2 Besi bet!n p!l!s ")*24# 10,048.50 g

3 Besi +aing a-at ba+a 17,325.00 g

4 Besi p!il 13,860.00 g

5 Besi stip 13,860.00 g

6 Besi stip 2 % 3 "untu teali besi# 13,860.00 (H

7 Besi stip "0,2%2# &m 13,860.00 g

8 Besi p!il siu 13,860.00 g

9 Besi ba+a / 13,282.50 g

10 Plat ba+a 12,724.57 g

11 a-at bet!n 18,480.00 g

12 a-at dui 13,860.00 g

13 a-at ham!nia 21,945.00 (2

14 a-at assa 16,747.50 (2

15 a-at namu 16,747.50 (2

16 a-at seng p!l!s 15,015.00 g

17 9,240.00 g

18 Pau husus 744.98 Bh

19 Pau 17,613.75 g

20 Pau ha pan+ang 15 &m 12,705.00 g

21 Pau pan&ing 20,790.00 g

22 Pau seup 12,127.50 g

23 Pau seup 3,5 358.05 Bh24 a-at Las 25,410.00 g

a-at >4 ..


28/315

#"T$%&"' !"+

1 23,100.00 Btg

2 23,100.00 Btg

3 au "ut nt! semntaa# 2,310,000.00 (3

4 au 5'7 "ut b!-planpaga s 2,310,000.00 (3

5 au bengiai, "bal!# 9,471,000.00 (3

6 au bengiai, "bal! as! 5%7# 9,471,000.00 (3

7 au bengiai, "bal! eng 2%3# 9,471,000.00 (3

8 au bengiai, "bal! eng 3%4# 9,471,000.00 (3

9 au bengiai, "papan# 9,586,500.00 (3

10 au +ati, "bal!# 23,100,000.00 (3

11 au +ati, "papan# 24,255,000.00 (3

12 au puna, "bal!# 4,620,000.00 (3

13 au puna, "bal! as! 5%7# 4,620,000.00 (3

14 au puna, "bal! eng 2%3# 4,620,000.00 (3

15 au puna, "bal! eng 3%4# 4,620,000.00 (3

16 au puna, "papan# 4,620,000.00 (3

17 au (eanti &uan "papan# 4,331,250.00 (3

18 au L!al eas "papan# 2,976,750.00 (3

19 au L!al eas "bal!# 2,976,750.00 (3

20 au L!al eas "bal! 5 % 7# 2,976,750.00 (3

21 au L!al eas "bal! 2 % 3# 2,976,750.00 (3

22 au L!al eas "bal! 3 % 4# 2,976,750.00 (3

23 au $eng!n "bal!# 2,310,000.00 (3

24 au elapa 3,234,000.00 (3

25 au ampas, "bal!# 4,966,500.00 (3

26 au ampas, "Papan# 5,197,500.00 (3

27 au as! 5'7 5,139,750.00 (3

28 au papan 3'20 "ut b!-plan# 3,176,250.00 (3

29 au amin, "papan# 3,465,000.00 (3

30 au teentang "beisting# 1,890,000.00 (3

31 au teentang "papan beisting# 1,890,000.00 (3

32 List au p!il 7,218.75 (H

33 List p!il gpsum " besa # 17,325.00 (H

34 List p!il gpsum " e&il # 11,550.00 (H

35 Tepung gpsum 3,748.50

36 Pean&ah au 2,136,750.00 (3

37 Pl-!!d 4 mm "90%210# 63,525.00 Lb

38 Pl-!!d 9 mm "120%240# 116,847.50 Lb

39 Tiple 3 mm " 120%240# 53,550.00 Lb

39 10,395.00 Btg

#"T$%&"' P$NTP "T"P

1 enteng bet!n 4,383.23 Bh2 enteng de&a b!nd 3,719.10 Bh

3 enteng !d! 1,732.50 Bh

4 enteng metal 129,163.65 Lb

5 enteng palent!ng 1,443.75 Bh

6 enteng palent!ng supe 2,656.50 Bh

7 enteng bubung !d! 4,158.00 Bh

8 enteng bubung palent!ng 3,465.00 Bh

9 enteng bubung palent!ng besa 3,675.00 Bh

10 :! genteng bet!n 6,930.00 Bh

11 :! stel gel!mbang 43,901.55 Lb

12 ;!! light ibeglass 231,000.00 (2

!len au ?8*10'400 &m

!len au salam ?8*10'4 m

Bambu >10 &m pan+ang 600 &m


29/315

13 $eng gel!mbang 3*5 52,360.00 Lb

14 $eng gel!mbang bl+s 30 78,540.00 Lb

15 $eng gel!mbang b+ls 28 36,382.50 Lb

16 $eng plat "ut nt! semntaa# 44,594.55 Lb

17 $eng plat 3 % 6 b+ls 28 37,537.50 Lb

18 $eng plat b+ls 28 34,650.00 (H

19 $eng plat b+ls 30 36,960.00 (H

20 sbes gel!mbang besa 5mm "22 67,221.00 Lb 21 sbes gel!mbang besa 5mm "25 74,497.50 Lb

22 sbes gel!mbang besa 5mm "25 67,200.00 Lb




26 sbes gel!mbang e&il 4mm "300 77,962.50 Lb






32 sbes gel!mbang besa 6mm "22 82,582.50 Lb 33 sbes gel!mbang besa 6mm "20 79,198.35 Lb






#"T$%&"' P'"-N

1 usti uuan 30 % 30 &m 5,105.10 Lb

2 usti uuan 30 % 60 &m 10,048.50 Lb

3 sbes 1,00 % 1,00 m 14,437.50 Lb

4 msum B!ad "120 % 240 % 9# m 61,022.50 Lb

5 Pelat asbes tebal 3,5 mm 14,235.38 Lb

6 Pelat asbes tebal 4 mm 27,951.00 Lb



#"T$%&"' P$NTP '"NT"& "N &N&N.

1 eami 10 % 20 &m 877.80 Bh

2 eami 20 % 20 &m P!l!s 1,663.20 Bh

3 eami 20 % 20 &m (!ti 1,809.56 Bh

4 eami 20 % 25 &m P!l!s 2,299.61 Bh

5 eami 20 % 25 &m (!ti 2,829.75 Bh

6 eami 20 % 25 &m (!ti amba 18,191.25 Bh

7 eami 30 % 30 &m (!ti ana 6,562.50 Bh8 eami 30 % 30 &m (!ti ana 4,674.60 Bh

9 eami 30 % 30 &m (!ti ana 3,682.35 Bh

10 eami 30 % 30 &m (!ti ana 3,957.98 Bh

11 eami 30 % 30 &m (!ti P!l!s 3,682.35 Bh

12 eami 30 % 30 &m (!ti P!l!s 3,241.35 Bh

13 eami 30 % 30 &m P!l!s Putih 3,150.00 Bh

14 eami 30 % 30 &m P!l!s ana 3,727.50 Bh

15 eami 33 % 33 &m nti $lip 5,066.25 Bh

16 eami 40 % 40 &m (!ti ana 16,362.50 Bh

17 eami 40 % 40 &m (!ti Putih 8,085.00 Bh

18 eami 40 % 40 &m P!l!s ana 7,507.50 Bh

19 eami 40 % 40 &m P!l!s Putih 6,121.50 Bh20 anite Tile "-alitas # 288,750.00 (2


30/315

21 anite Tile "-alitas B# 138,600.00 (2

22 Plint eami atisti 10 % 20 &m 4,042.50 Bh

23 Plint eami atisti 5 % 20 &m 3,465.00 Bh

24 (ame 254,100.00 (2

25 Pa=uet +ati 184,800.00 (2

26 >apet 13,860.00 (2

#"T$%&"' P$%$!"T

1 Lem au 11,550.00 g2 Lem ?inl 11,550.00 g

3 Peeat untu -allpape 35,805.00 g

4 $emen nat 9,143.75 g

5 $emen p!tland 1,244.51 g

6 $emen -ana 10,395.00 g

#"T$%&"' "T

1 >at dasa "&at au# 41,195.00 g

2 >at dasa "&at besi# 41,195.00 g

3 >at dasa "&at temb!# 15,015.00 g

4 >at antaa "&at besi# 41,002.50 g

5 >at penutup "&at au -. # 51,253.13 g

6 >at penutup "&at au -. B# 41,002.50 g

7 >at penutup "&at besi# 41,002.50 g

8 >at penutup "&at temb! -. # 31,762.50 g

9 >at penutup "&at temb! -. B# 15,015.00 g

10 >at enteng -. 77,280.00 g

11 >at enteng -. B 43,575.00 g

12 >!ating Batu lam >P.27 125,475.00 g

13 (eni au 16,747.50 g

14 (eni besi 16,747.50 g

15 empul 17,132.50 g

16 empul +adi 25,987.50 g

17 mpelas 3,801.88 Lb

18 uas 3 6,930.00 Bh

19 Plami au 17,132.50 g

20 Plami temb! 16,940.00 g

21 Plami Besi 17,745.00 g

22 P!litu 33,928.13 Lt

23 P!litu +adi 45,738.00 Lt

24 @enis 21,656.25 Lt

#"T$%&"' !N& "N $N.*$'

1 !! &l!se 92,400.00 Bh

2 !! h!lde 50,820.00 Bh

3 !! st!p 17,036.25 Bh

4


31/315

#"T$%&"' !""

1 Aendela na! 61,215.00 (2

2 a&a p!l!s 3mm 57,750.00 (2

3 a&a p!l!s 5mm 68,145.00 (2

4 a&a p!l!s 8mm 115,211.25 (2

5 a&a &emin 5mm 368,445.00 (2

6 a&a &emin 6mm 404,250.00 (2

7 P!il a&a 6,930.00 (H8 a&a pati 5mm 135,135.00 (2

9 a&a &emin 8mm 462,000.00 (2

10 a&a -ieglass 5mm 98,752.50 (2

#"T$%&"' *"N&T"&%

1 Ba &u&i stainless steel 204,750.00 Bh

2 Ba ibeglass 0,3 (3 233,100.00 Bh

3 Ba ibeglass 1 (3 682,500.00 Bh

4 l!! dain 14,148.75 Bh

5 l!set dudu " -ashd!-n # s 1,617,000.00 Bh

6 l!set dudu'm!n!bl! " setaa / 404,250.00 Bh

7 l!set dudu'm!n!bl! " setaa T 515,550.00 Bh

8 l!set +!ng! p!selen " /: # 115,500.00 Bh

9 l!set +!ng! p!selen " TGTG # 218,295.00 Bh

10 T!-e i " 225 Lite # 475,650.00 Bh

11 T!-e i " 320 Lite # 585,900.00 Bh

12 T!-e i " 550 Lite # 838,950.00 Bh

13 T!-e i " 700 Lite # 905,625.00 Bh

14 T!-e i " 1100 Lite # 1,344,000.00 Bh

15 T!-e i " 1600 Lite # 2,051,700.00 Bh

16 T!-e i " 2000 Lite # 2,769,375.00 Bh

17 an ai 23,100.00 Bh

18 )in!i 606,375.00 Bh

19 asta?el 278,250.00 Bh

20 ate dain ases!ies 43,312.50 $et

#"T$%&"' P&P" ."'"N&*

1 pipa gal?anis medium B C D 27,720.00 (H

2 pipa gal?anis medium B C E 34,650.00 (H

3 pipa gal?anis medium B C 1 40,425.00 (H

4 pipa gal?anis medium B C 1D 39,141.67 (H






#"T$%&"' P&P" P1 Pipa P@> tipe dia 1'2 4,331.25 (H

2 Pipa P@> tipe dia 3'4 5,486.25 (H

3 Pipa P@> tipe dia 1 7,796.25 (H

4 Pipa P@> tipe dia 11'2 13,571.25 (H

5 Pipa P@> tipe dia 2 17,325.00 (H

6 Pipa P@> tipe dia 3 34,650.00 (H

7 Pipa P@> tipe dia 4 54,862.50 (H

#"T$%&"' B&* B$T-N

1 Buis Bet!n F 20 &m 28,875.00 Bh

2 Buis Bet!n F 30 &m 45,045.00 Bh

3 Buis Bet!n F 40 &m 63,525.00 Bh

4 Buis Bet!n F 60 &m 123,585.00 Bh5 Buis Bet!n F 80 &m 184,800.00 Bh

6 !t :!mal )*20 25 410 00 Bh


32/315

7 !t :!mal )*30 42,735.00 Bh

8 !t :!mal )*40 46,200.00 Bh

9 !t :!mal )*60 98,175.00 Bh

10 !t :!mal )*80 170,362.50 Bh

#"T$%&"' #&N+"!

1 (ina beisting 5,775.00 Lt

2 (ina &at 10,972.50 g

3 ;esidu atau te 21,406.00 Lt 4 Tea !il 28,875.00 Lt

5 $!la industi 5,197.50 lite

6 (ina Pelumas 28,350.00 lite

#"T$%&"' P&NT "'#&N "N B$*&

1 usen Pintu'+endela aluminium p! 80,850.00 (H

2 usen Pintu'+endela aluminium 115,500.00 (H

3 Pasang aun pintu alumunium "9 924,000.00 bh

4 Pasang aun +endela alumunium 69,300.00 (H

5 P!il aluminium 80,850.00 (H

6 Pintu lumunium 80,850.00 (H

7 luminium stip 36,960.00 (H

8 K!ll!- 9,240.00 (H

9 Pintu ( lumunium 131,250.00 Bh

10 Pintu ( ibe P!l!s 198,450.00 Bh

11 Pintu ( P@> 198,450.00 Bh

12 $up i%e 1,155.00 Bh

13 Pintu lipat "!lding d!!# 635,827.50 (2

14 ;!lling d!! besi 384,615.00 (2

15 ;!lling d!! aluminium 265,650.00 (2

#"T$%&"' P"&N. B'-!

1 anstin *200, 10 % 20 % 50 &m 10,810.80 Bh

2 pa?ing bl!& 6 &m. abu*abu *400 47,562.90 mI

3 pa?ing bl!& 8 &m. abu*abu *400 55,440.00 mI4 pa?ing bl!& 10 &m. abu*abu *40 61,388.25 mI






10 pa?ing bl!& 6 &m. -ana *400 84,603.75 mI

11 pa?ing bl!& 8 &m. -ana *400 102,795.00 mI

12 pa?ing bl!& 10 &m. -ana *400 121,275.00 mI

13 pa?ing bl!& 6 &m. -ana *300 69,588.75 mI

14 pa?ing bl!& 8 &m. -ana *300 82,005.00 mI

15 pa?ing bl!& 5 &m. -ana *200 46,200.00 mI16 pa?ing bl!& 6 &m. -ana *200 48,510.00 mI

17 pa?ing bl!& 6 &m.abu*abu *175 37,800.00 mI

18 pa?ing bl!& 6 &m.-ana *175 "l 42,000.00 mI

#"T$%&"' P"."% B%

1 Paga B;> 90 2 191,859.94 Lb

2 Paga B;> 120 2 221,240.25 Lb

3 Paga B;> 175 3 902,199.38 Lb

4 Paga B;> 190 3 953,002.05 Lb

5 Tiang B;> lengap P 90 F 1,5 154,625.63 Btg



8 Tiang B;> lengap P 190 F 1,5 282,640.05 Btg9 B;> $ingle ate $ 90 T1 623,728.88 )nit


33/315

10 B;> $ingle ate $ 120 T1 704,434.50 )nit

11 B;> $ingle ate $ 175 T1 779,278.50 )nit

12 B;> $ingle ate $ 190 T1 917,070.00 )nit

13 B;> !uble ate 90 T1 1,032,570.00 )nit

14 B;> !uble ate 120 T1 826,691.25 )nit

15 B;> !uble ate 175 T1 959,169.75 )nit

16 B;> !uble ate 190 T1 1,116,538.50 )nit

#"T$%&"' '"&N1'"&N

1 !mi&a 48,510.00 Lb

2 !mtie'pen+aga +aa beesting's 6,930.00 Bh

3 ;amset'dina b!lt 8,085.00 Bh

4 ;el pintu d!!ng 259,875.00 Bh

5 ;!ste Bet!n 20%20 6,063.75 Bh

6 ;!ste Bet!n 20%25 6,930.00 Bh

7 ;!ste'tea-ang batu alam 20%20 24,255.00 Bh

8 ;!ste'tea-ang batu alam 30%30 36,382.50 Bh

9 ;!ste Bata (eah "Tanah Liat 20 5,355.00 Bh

10 ;!ste eami 20%20 33,390.00 Bh

2 lassbl!& 21,262.50 Bh

3 $abun 23,100.00 g

4 $eal tape 2,117.50 Bh

5 $isalati!n'aluminium !il 9,240.00 (2

6 $!da api 24,543.75 g

7 allpape 57,750.00 (2

8 i 5,775.00 (J

9 /+u 8,662.50 g

10 $ealant 11,838.75 tube

T $ N " . "

1 epala tuang 55,000.00 GK

2 (and! 50,000.00 GK

3 Pee+a 38,000.00 GK

4 Pembantu Tuang 38,000.00 GK

5 Tuang 50,000.00 GK

6 Tuang batu 50,000.00 GK

7 Tuang besi 50,000.00 GK

8 Tuang besi !nstusi 50,000.00 GK

9 Tuang &at 50,000.00 GK

10 Tuang gali 50,000.00 GK

11 Tuang au 50,000.00 GK

12 Gpeat! 50,000.00 GK

13 Tuang las 50,000.00 GK

Peralatan

1 $e-a alat >ane 500,000.00 +am

2 $e-a alat Las 16,500.00 +am

3 $e-a $tampe 600,000.00 )nit

4 @ib! ;!lle 1 t!n 85,750.00 +am

5 lat bantu 35,000.00 )nit


34/315

"T"% H"%." *"T"N P$!$%J""N B"N.N"N .

P$#$%&NT"H !"BP"T$N P$!"'-N."N

T"HN "N.."%"N 20(termasuk jasa dan overhead, belum ter

No "nalisa raian Pekerjaan

&6 "nalisa bia3a konstruksi 7ekerjaan 7ersia7an (*N& 081298:12002)

/.1. 1 mH Paga sementaa dai seng gel!mbang tinggi 2 mete

/.2. 1 mH Paga sementaa dai a-at tinggi 1,8 mete

/.3. 1 mH Penguuan dan pemasangan b!u-plan

/.4. 1 m2 Pembuatan ant! sementaa, dengan lantai plestean

/.5. 1 m2 Pembuatan gudang semen dan alat*alat

/.6. 1 m2 (embesihan lapangan dan pealatan

/.7. 1 m2 Pembuatan +alan sementaa

/.8. 1 m3 B!ngaan bet!n betulang

/.9. 1 m3 B!ngaan dinding temb! bata meah

&&6 "nalisa bia3a konstruksi 7ekerjaan tanah (*N& 298:;2009)//.1. 1 m3 alian tanah biasa sedalam 1 mete

//.2. 1 m3 alian tanah biasa sedalam 2 mete

//.3. 1 m3 alian tanah biasa sedalam 3 mete

//.4. 1 m3 alian tanah eas sedalam 1 mete

//.5. 1 m3 alian tanah &adas sedalam 1 mete

//.6. 1 m3 alian tanah lumpu sedalam 1 mete

//.7. 1 mI Pee+aan stipping tebing setinggi 1 mete

//.8. (embuang Tanah se+auh 30 mH

//.9. (enguug embali 1mJ galian dihitung dai 1'3 ali indes pee+aan galian

//.10. (emadatan 1 mJ tanah "pe 20 &m#

//.11. 1 m3 )ugan pasi

//.12. 1 mI Pemasangan lapisan i+u tebal 10 &m

//.13. 1 mJ )ugan situ padat untu peninggian lantai bangunan

//.14 1 mJ )ugan tanah bau

&&&6 "nalisa bia3a konstruksi 7ekerjaan 7ondasi (*N& 298:;2009)

///.1 1 mJ Pasang P!ndasi Batu ali, 1 P& 3 Ps.





///.6 1 mJ Pasang P!ndasi Batu !s!ng

///.7 1 mJ Pasang P!ndasi sil!p, 60M bet!n &ampuan 1p& 2ps 3 dan 40M batu belah

///.8 1 mJ Pasang P!ndasi sumuan diamete 100 &m

&6 "nalisa bia3a konstruksi 7ekerjaan dinding (*N& ;2009)

/@.1 (emasang 1 mI dinding bata meah tebal 1 bata, 1 p& 2 ps





/@.6 (emasang 1 mI dinding bata meah tebal 1'2 bata, 1 p& 2 ps





/@.11 (emasang 1 mI dinding !ste'tea-ang bet!n"20%20#1 p& 4 ps

/@.12 (emasang 1 mI dinding !ste'tea-ang batu alam "20%20#1 p& 4 ps

/@.13 (emasang 1 mI dinding !ste'tea-ang batu alam "30%30#1 p& 4 ps

/@.14 (emasang 1 mI dinding lassbl!& "18%18# 1 p& 4 ps

/@.15 (emasang 1 buah dinding lassbl!& "18%18# 1 p& 4 ps

6 "nalisa bia3a konstruksi 7ekerjaan 7lesteran (*N& 298>;2009)@.1 1 m2 Plestean 1 p& 1 ps, tebal 15 mm

@.2 1 m2 Plestean 1 p& 2 ps, tebal 15 mm


35/315






36/315


@.8 1 m2 Plestean 1 P& 2 ps, tebal 20 mm





@.13 1 mH Plestean $!ning 1 P& 2 Ps leba 10 mm

@.14 1 mI Plestean >ipat, 1 P& 2 Ps

@.15 1 mI inishing sia pasangan bata meah "N20 mO#

@.16 1 mI inishing $ia pas. Batu ali duan, 1 P& 2 Ps

@.17 1 mI a&ian

&6 "nalisa bia3a konstruksi 7ekerjaan ka3u (*N& 8?8?;2009)

@/.1 (embuat dan memasang 1 mJ Pasang usen pintu dan +endela au bengiai

@/.2 (embuat dan memasang 1 mJ Pasang usen pintu dan +endela au puna

@/.3 (embuat dan memasang 1 mI pintu lamp standa, au bengiai

@/.4 (embuat dan memasang 1 mI pintu lamp sedehana, au elas puna

@/.5 (embuat dan memasang 1 mI daun pintu panel, au +ati

@/.6 (embuat dan memasang 1 mI daun pintu panel, au bengiai

@/.7 (embuat dan memasang 1 mI daun pintu panel, au puna

@/.8 (embuat dan memasang 1 mI daun pintu panel, au l!al eas

@/.9 (embuat dan memasang 1 mI pintu dan +endela a&a, au +ati

@/.10 (embuat dan memasang 1 mI pintu dan +endela a&a, au bengiai

@/.11 (embuat dan memasang 1 mI pintu dan +endela a&a, au puna

@/.12 (embuat dan memasang 1 mI pintu dan +endela a&a, au l!al eas@/.13 (embuat dan memasang 1 mI pintu dan +endela +alusi au +ati

@/.14 (embuat dan memasang 1 mI pintu dan +endela +alusi au bengiai

@/.15 (embuat dan memasang 1 mI pintu dan +endela +alusi au puna

@/.16 (embuat dan memasang 1 mI pintu dan +endela +alusi au l!al eas

@/.17 (embuat 1 mI daun pintu au lapis angap, anga tetutup au bengiai

@/.18 (embuat 1 mI daun pintu au lapis angap, anga tetutup au puna

@/.19 (embuat 1 mI daun pintu au lapis angap, anga tetutup au l!al eas

@/.20 1 mJ Pasang !nstusi uda*uda !n?ensi!nal, au +ati

@/.21 1 mJ Pasang !nstusi uda*uda !n?ensi!nal, au bengiai

@/.22 1 mJ Pasang !nstusi uda*uda !n?ensi!nal, au puna

@/.23 1 mJ Pasang !nstusi uda*uda !n?ensi!nal, au l!al eas

@/.24 1 mJ Pasang !nstusi g!ding, au bengiai

@/.25 1 mJ Pasang !nstusi g!ding, au puna

@/.26 1 mJ Pasang !nstusi g!ding, au l!al eas@/.27 1 mI Pasang anga atap " ;eng 2'3 as! 5'7 # au bengiai

@/.28 1 mI Pasang anga atap " ;eng 2'3 as! 5'7 # au puna

@/.29 1 mI Pasang anga atap " ;eng 2'3 as! 5'7 # au l!al eas

@/.30 1 mI Pasang anga atap " ;eng 3'4 as! 5'7 # au bengiai

@/.31 1 mI Pasang anga atap " ;eng 3'4 as! 5'7 # au puna

@/.32 1 mI Pasang anga atap " ;eng 3'4 as! 5'7 # au l!al eas

@/.33 1 mI Pasang anga langit*langit "50%100# &m, au bengiai

@/.34 1 mI Pasang anga langit*langit "50%100# &m, au puna

@/.35 1 mI Pasang anga langit*langit "50%100# &m, au l!al eas

@/.36 1 mI Pasang anga langit*langit "60%60# &m, au bengiai

@/.37 1 mI Pasang anga langit*langit "60%60# &m, au puna

@/.38 1 mI Pasang anga langit*langit "60%60# &m, au l!al eas

@/.39 1 mO Pasang lisplan uuan "3%20# &m, au bengiai

@/.40 1 mO Pasang lisplan uuan "3%20# &m, au puna

@/.41 1 mO Pasang lisplan uuan "3%20# &m, au l!al eas

@/.42 1 mO Pasang lisplan uuan "3%30# &m, au bengiai

@/.43 1 mO Pasang lisplan uuan "3%30# &m, au puna

@/.44 1 mO Pasang lisplan uuan "3%30# &m, au l!al eas

@/.45 1 mI Pasang anga dinding pemisah uuan "60%120# &m, au bengiai

@/.46 1 mI Pasang anga dinding pemisah uuan "60%120# &m, au puna

@/.47 1 mI Pasang anga dinding pemisah uuan "60%120# &m, au l!al eas

&&6 "nalisa bia3a konstruksi 7ekerjaan beton (*N& >8=?;2009)

@//.1 (embuat Bet!n mutu H&N7,4 (pa "100#, slum "122#&m, -'& N 0,87



@//.4 (embuat Lantai e+a Bet!n mutu H&N7,4 (Pa "100#, slum "3*6#&m, -'& N 0,87

@//.5 (embuat Bet!n mutu H&N14,5 (Pa "175#, slum "122#&m, -'& N 0,66

@//.6 (embuat Bet!n mutu H&N16,9 (Pa "200#, slum "122#&m, -'& N 0,61@//.7 (embuat Bet!n mutu H&N19,3 (Pa "225#, slum "122#&m, -'& N 0,58



37/315




@//.13 1 g pembesian


38/315


@//.14 1 g +aing a-at ba+a

@//.15 1 m2 pasang beisting untu p!ndasi

@//.16 1 m2 pasang beisting untu sl!!p

@//.17 1 m2 pasang beisting untu !l!m

@//.18 1 m2 pasang beisting untu bal!

@//.19 1 m2 pasang beisting untu lantai

@//.20 1 m2 pasang beisting untu dinding

@//.21 1 m2 pasang beisting untu tangga

@//.22 1 m2 pasang beisting +embatan untu penge&!an bet!n

@//.23 1 m3 membuat p!ndasi bet!n betulang "150 g besibeisting#

@//.24 1 m3 membuat sl!!p bet!n betulang "200 g besibeisting#

@//.25 1 m3 membuat !l!m bet!n betulang "300 g besibeisting#

@//.26 1 m3 membuat !l!m bet!n betulang "200 g besibeisting#

@//.27 1 m3 membuat bal! bet!n betulang "150 g besibeisting#

@//.28 1 m3 membuat dinding bet!n betulang "150 g besibeisting#

@//.29 1 m3 membuat tangga bet!n betulang "200 g besibeisting#

@//.30 1 mO membuat !l!m penguat bet!n betulang "11 Q 11# &m

@//.31 1 mO membuat ing bal! bet!n betulang "10 Q 15# &mO

&&&6 "nalisa bia3a konstruksi 7ekerjaan 7enutu7 ata7 (*N& 0818?8


39/315


Q.1 memasang 1 buah l!set dudu ' m!n!bl! " setaa /: #

Q.2 memasang 1 buah l!set dudu ' m!n!bl! " setaa TGTG #

Q.3 memasang 1 buah l!set dudu " -ashd!-n # ses!ies


40/315


Q.4 memasang 1 buah l!set +!ng! peselen " setaa /: #

Q.5 memasang 1 buah l!set +!ng! peselen " setaa TGTG #

Q.6 memasang 1 buah uin!i

Q.7 memasang 1 buah -asta?el

Q.8 memasang 1 buah ba mandi ibe glass, ?!lume 0,3 m3

Q.9 memasang 1 buah ba ibe glass, ?!lume 1 m3

Q.10 memasang 1 mH pipa bet!n diamete 20 &m

Q.11 memasang 1 mH pipa bet!n diamete 80 &m

Q.12 memasang 1 mH pipa gal?anis, diamete 1'2

Q.13 memasang 1 mH pipa gal?anis, diamete 3'4

Q.14 memasang 1 mH pipa gal?anis, diamete 1

Q.15 memasang 1 mH pipa gal?anis, diamete 1 1'2



Q.18 memasang 1 mH pipa P@> tipe diamete 1'2

Q.19 memasang 1 mH pipa P@> tipe diamete 3'4

Q.20 memasang 1 mH pipa P@> tipe diamete 1

Q.21 memasang 1 mH pipa P@> tipe diamete 1 1'2




Q.25 memasang 1 buah ba &u&i piing stenles steel

Q.26 memasang 1 buah an ai diamete 3'4 atau 1'2

Q.27 memasang 1 buah l!! dain

@&6 "nalisa bia3a konstruksi 7ekerjaan besi dan aluminium (*N& >8=8;2009)

Q/.1 (enge+aan 1 g besi p!il

Q/.2 (enge+aan 1 g anga uda*uda /

Q/.3 (enge+aan 1 g pee+aan peaitan

Q/.4 (embuat 1 mI pasang pintu besi plat ba+a tebal 2 mm angap, anga ba+a siu

Q/.5 (enge+aan 1 &m pengelasan dengan las listi

Q/.6 (emasang 1 mI !lling d!! besi

Q/.7 (emasang 1 mI pintu lipat "!lding d!!# Tebal 8 mm

Q/.8 (emasang 1 mI !lling d!! aluminium

Q/.9 (emasang 1 mO usen pintu aluminium

Q/.10 (emasang 1 mI pintu aluminium stip leba 8 &m

Q/.11 (emasang 1 mI pintu a&a anga aluminium

Q/.12 (emasang 1 mI pasang teali besi stip "2%3# mmQ/.13 (emasang 1 mI a-at namu

Q/.14 (emasang 1 mO talang data'+uai seng b+ls 28 leba 90 &m

Q/.15 (emasang 1 mO talang 1'2 lingaan *15 &m, seng plat b+ls 30 leba 45 &m b+ls 28

Q/.16 (emasang 1 (2 !nstusi Ba+a ;ingan " $etaa $matuss # elas

Q/.17 (emasang 1 (2 !nstusi Ba+a ;ingan " $etaa Pda # elas B

Q/.18 (emasang 1 (2 !nstusi Ba+a ;ingan elas >

@&&6 "nalisa bia3a konstruksi 7ekerjaan kunAi dan kaAa (kum7ulan "B!,B*N)

Q//.1 1 bh pasang un&i tanam anti

Q//.2 1 bh pasang un&i tanam biasa

Q//.3 1 bh pasang un&i tanam ama mandi

Q//.4 1 bh pasang un&i silinde

Q//.5 1 bh pasang engsel pintu

Q//.6 1 bh pasang engsel +endela upu*upu

Q//.7 1 bh pasang engsel angin

Q//.8 1 bh pasang sping nip

Q//.9 1 bh pasang ait angin

Q//.10 1 bh pasang d!! &l!se

Q//.11 1 bh pasang un&i sel!t

Q//.12 1 bh pasang pegangan un&i'd!! h!lde

Q//.13 1 bh pasang d!! st!ps

Q//.14 1 bh pasang el pintu d!!ng

Q//.15 1 bh pasang un&i lemai

Q//.16 1 m2 pasang a&a, tebal 3 mm



Q//.20 1 m2 pasang a&a &emin, tebal 5 mm

Q//.21 1 m2 pasang a&a &emin, tebal 6 mm

Q//.22 1 m2 pasang a&a &emin, tebal 8 mmQ//.23 1 m2 pasang a&a -ieglass, tebal 5 mm

Q//.24 1 m2 pasang a&a pati, tebal 5 mm


41/315


Q//.27 (emasang Pintu ( P@>


42/315


@&&&6 "nalisa bia3a konstruksi 7ekerjaan 7enutu7 lantai dan dinding (*N& >8=:;2009)

Q///.1 (emasang 1 mI lantai eami 30 % 30 &m (!ti ana "$etaa Platinum#

Q///.2 (emasang 1 mI lantai eami 30 % 30 &m (!ti ana "$etaa (ulia#

Q///.3 (emasang 1 mI lantai eami 30 % 30 &m (!ti ana "$etaa -ana#

Q///.4 (emasang 1 mI lantai eami 30 % 30 &m (!ti ana "$etaa


43/315


[email protected] 1 (2 Pasang Pa?ing Bl!& tN6&m *300, Be-ana

[email protected] 1 (2 Pasang Pa?ing Bl!& t N 8&m *300

[email protected] 1 (2 Pasang Pa?ing Bl!& t N 6 &m *175, abu*abu " l!al #


44/315


[email protected] 1 (2 Pasang Pa?ing Bl!& t N 6 &m *175, -ana " l!al #

[email protected] 1 (2 Pasang Pa?ing Bl!& t N 6 &m *200, abu*abu

[email protected] 1 (2 Pasang Pa?ing Bl!& t N 6 &m *200, -ana

[email protected] 1 (2 >at Temb! pada langit*langit

[email protected] 100 g Pee+aan (emasang, (enempatan besi

[email protected] 1 (H Pee+aan Pasang paga B;> 90 2




[email protected] 1 )nit Pee+aan Pintu $ingle paga B;> $ 90 [email protected] 1 )nit Pee+aan Pintu $ingle paga B;> $ 120 T1

[email protected] 1 )nit Pee+aan Pintu $ingle paga B;> $ 175 T1

[email protected] 1 )nit Pee+aan Pintu $ingle paga B;> $ 190 T1

[email protected] 1 )nit Pee+aan Pintu !uble paga B;> 120 T1



[email protected] )pah meletaan bahan tiap beat 100 g

[email protected] 1 (H Pasang g!t tpe ) 20 &m temasu pasangan dinding

[email protected] 1 )nit (embuat ba !nt!l 20'20 &m2

[email protected] 1 (H Pasang g!t n!mal ) 20 &m

[email protected] 1 (H Pasang g!!ng*g!!ng G 20 &m



[email protected] 1 (H Pasang g!t n!mal ) 40 &[email protected] 1 (H Pasang g!!ng*g!!ng G 40 &m

[email protected] 1 (H Pasang g!t n!mal ) 60 &m diatas pasangan batu ali




[email protected] Pasangan ansteen bet!n 15, 20, 30, 50 " B>#

[email protected] Pasangan ansteen bet!n 10, 20, 50 "B>#

[email protected] Pasangan ansteen bet!n 10,15,30,50 "B>#

[email protected] Pasangan ansteen dengan &! bet!n *175

[email protected] Pengadaan $umu dengan edalaman 7 (

[email protected] Peesapan P;* 1

[email protected] Pee+aan $epti&tan

[email protected] Pee+aan $epti&tan $edehana


45/315

Lampian $ epala P)

:!m!

Tanggal

$N. "N P$%#!"N

("$%"H "T"*)

asuk PPN)

*at Harga *atuan

mH 299,082.00

mH 398,696.00

mH 59,906.00

m2 1,005,189.00

m2 827,480.00

m2 6,300.00

m2 70,761.00

m3 269,996.00

m3 254,996.00

m3 29,750.00

m3 36,450.00

m3 43,250.00

m3 39,600.00

m3 60,000.00

m3 47,850.00

m2 2,150.00

mH 13,040.00

m3 9,916.67

m3 21,500.00

m3 101,990.00

m2 58,425.00

m3 107,770.00

m3 59,260.00

m3 548,548.00

m3 505,268.00

m3 475,269.00

m3 454,176.00

m3 425,272.00

m3 196,547.00

m3 1,867,850.00

m3 554,535.00

m2 182,398.00

m2 170,920.00

m2 163,256.00

m2 159,193.00

m2 157,592.00

m2 87,414.00

m2 82,015.00

m2 78,893.00

m2 76,929.00

m2 75,837.00

m2 188,239.00

m2 643,020.00

m2 436,852.00

m2 695,782.00

bh 22,473.76

m2 31,372.00

m2 32,152.00


46/315

*at Harga *atuan

m2 26,780.00

m2 25,975.00

m2 32,203.00


47/315

*at Harga *atuan

m2 42,649.00

m2 39,188.00

m2 36,789.00

m2 35,487.00

m2 34,363.00

mH 25,980.00

m2 21,977.00

m2 13,853.00

m2 29,612.00

m2 15,695.00

m3 12,618,200.00

m3 6,797,000.00

m3 455,935.00

m2 258,156.00

m2 1,150,331.00

m2 563,591.00

m2 364,931.00

m2 299,201.00

m2 725,520.00

m2 373,476.00

m2 254,280.00

m2 214,842.00m2 1,759,320.00

m2 820,536.00

m2 502,680.00

m2 397,512.00

m2 378,914.00

m2 251,772.00

m2 209,705.00

m3 26,544,537.00

m3 11,552,637.00

m3 6,216,537.00

m3 4,324,416.00

m3 11,175,641.00

m3 5,839,541.00

m3 4,031,966.00m2 487,553.00

m2 245,003.00

m2 162,841.00

m2 686,444.00

m2 342,023.00

m2 225,353.00

m2 172,701.00

m2 97,996.00

m2 72,690.00

m2 183,531.00

m2 104,459.00

m2 77,674.00

m1 122,638.00

m1 68,006.00

m1 49,931.00

m1 121,482.00

m1 66,851.00

m1 48,775.00

m2 302,139.00

m2 163,077.00

m2 117,066.00

m3 667,883.00

m3 697,331.00

m3 720,807.00

m3 629,197.00

m3 746,486.00

m3 773,375.00m3 792,266.00

m3 806,413.00


48/315

*at Harga *atuan

m3 890,922.00

m3 900,893.00

g 11,498.00


49/315

*at Harga *atuan

g 34,960.00

m2 107,542.00

m2 116,992.00

m2 235,562.00

m2 243,252.00

m2 328,722.00

m2 279,792.00

m2 217,133.00

m3 80,889.00

m3 2,904,743.00

m3 3,647,870.00

m3 6,419,164.00

m3 4,902,355.00

m3 4,682,815.00

m3 4,422,915.00

m3 4,560,388.00

mH 56,101.00

mH 64,150.00

m2 46,384.00

m2 53,603.00

m2 41,308.00

mH 58,486.00mH 61,951.00

mH 55,861.00

m2 148,886.00

m2 39,337.00

m2 42,994.00

m2 28,162.00

m2 28,099.00

m2 33,845.00

m2 52,737.00

m2 46,005.00

m2 48,945.00

m2 44,306.00

m2 41,093.00

m2 54,175.00m2 52,365.00

m2 57,043.00

m2 58,442.00

m2 54,952.00

m2 58,195.00

m2 55,066.00

m2 54,932.00

m2 62,394.00

m2 148,470.00

m2 117,521.00

m2 104,350.00

m2 102,155.00

mH 81,076.00

mH 23,447.00

m2 63,520.00

mH 21,733.00

m2 18,577.00

m2 56,591.00

m2 51,522.00

m2 36,047.00

m2 71,232.00

m2 67,142.00

m2 30,371.00

m2 83,969.00

m2 30,210.00

mH 12,581.00mH 24,514.00

mH 18,450.00


50/315

*at Harga *atuan

bh 594,160.00

bh 705,861.00

bh 1,811,276.00


51/315

*at Harga *atuan

bh 327,969.00

bh 430,764.00

bh 768,417.00

bh 422,575.00

bh 479,252.00

bh 1,125,828.00

mH 64,202.00

mH 415,185.00

mH 45,057.00

mH 54,222.00

mH 61,859.00

mH 66,129.00

mH 114,924.00

mH 150,340.00

mH 10,516.00

mH 12,044.00

mH 15,099.00

mH 22,736.00

mH 30,094.00

mH 56,600.00

mH 83,331.00

bh 265,928.00

bh 29,333.00

bh 20,329.00

g 21,699.00

g 21,035.00

g 4,171.38

m2 :'

&mH 1,839.23

m2 497,115.00

m2 678,068.00

m2 378,150.00

mH 96,081.00

m2 363,898.00

m2 398,268.96

m2 245,908.00m2 72,240.00

mH 248,265.00

mH 68,614.00

m2 208,000.00

m2 197,000.00

m2 156,000.00

bh 174,523.00

bh 92,593.00

bh 79,875.00

bh 117,878.00

bh 27,239.00

bh 20,846.00

bh 29,685.00

bh 20,425.00

bh 22,215.00

bh 122,175.00

bh 78,323.00

bh 80,595.00

bh 22,991.00

bh 295,605.00

bh 25,514.00

m2 72,458.00

m2 83,892.00

m2 136,557.00

m2 414,222.00

m2 453,608.00

m2 518,025.00m2 117,560.00

m2 157,581.00


52/315

*at Harga *atuan

unit 296,885.00


53/315

*at Harga *atuan

m2 157,176.00

m2 134,767.00

m2 122,989.00

m2 126,261.00

m2 122,989.00

m2 117,754.00

m2 116,670.00

m2 123,525.00

m2 181,545.00

m2 129,811.00

m2 126,201.00

m2 117,539.00

m2 125,099.00

m2 128,978.00

mH 32,419.00

mH 28,099.00

m2 246,745.00

m2 138,661.00

m2 127,793.00

m2 131,671.00

m2 129,710.00

m2 140,313.00

m2 447,543.00m2 154,569.00

m2 204,118.00

m2 204,118.00

m2 168,073.00

mH 40,886.00

m2 129,942.00

m2 7,052.00

m2 6,980.00

m2 6,980.00

m2 6,980.00

m2 6,201.00

m2 25,234.00m2 23,491.00

as m2 29,813.00

as B m2 27,148.00

as m2 39,116.00

as B m2 35,528.00

m2 18,655.00

m2 33,713.00

m2 11,592.00

m2 19,640.00

m2 15,835.00

m2 11,481.00

m2 11,039.00

m2 8,025.00

m2 87,456.00

m2 14,104.00

m2 28,380.00

m2 100,282.00

m2 36,495.00

m2 28,069.00

m2 48,544.00

m2 11,100.00

m2 3,000.00

m3 462,000.00m3 462,000.00

m3 762,000.00


54/315

*at Harga *atuan

m2 122,513.00

m2 146,627.00

m2 68,987.00


55/315

*at Harga *atuan

m2 86,337.00

m2 96,815.00

m2 101,435.00

m2 13,988.00

'100g 101,000.00

mH 162,810.00

mH 186,501.00

mH 502,675.00

mH 543,761.00

)nit 800,679.00)nit 903,397.00

)nit 1,046,020.00

)nit 1,226,384.00

)nit 1,224,616.00

)nit 1,492,649.00

)nit 1,735,162.00

'100g 25,250.00

mH 82,417.90

)nit 59,333.08

mH 43,663.54

mH 70,599.56

mH 67,444.09

mH 109,088.18

mH 126,619.04mH 163,186.08

mH 145,361.29

mH 242,731.68

mH 188,616.04

mH 339,803.82

mH 81,664.43

mH 44,819.93

mH 71,500.43

mH 60,257.15

)nit 1,207,396.25

)nit 302,535.80

)nit 3,308,900.90

)nit 1,853,593.13

A


56/315

atar &si

B 1 Pee+aan

B 2 Pee+aan

B 3 Pee+aan

B 4 Pee+aan

B 5 Pee+aan

B 6 Pee+aan

B 7 Pee+aan

B 8 Pee+aan

B 9 Pee+aan

B 10 Pee+aan

B 11 Pee+aan

B 12 Pee+aan

B 13 Pee+aan

B 14 Pee+aan

Pesiapan

Tanah

P!ndasi

inding

Plestean

au

Bet!n

Penutup tap

Langit*langit

$anitasi

Besi dan luminium

un&i dan a&a

Penutup Lantai dan inding

Penge&etan


57/315

A#)(*# H#% S#'# :# B## T# 211 57

"nalisa bia3a konstruksi 7ekerjaan 7ersia7an (*N& 081298:12002)

!de )aian pee+aan !eisien $at Kaga bahan

&66" mC Pagar sementara dari seng gelombang tinggi 2 meter

&6"6 Bahan

* !len au F 8*10'400 &m 1.250 % ;p 23,100.00 N ;p

* $emen p!tland 2.500 % ;p 1,244.51 N ;p

* $eng gel!mbang 3*5 1.200 Lb % ;p 52,360.00 N ;p

* Pasi pasang 0.005 % ;p 150,150.00 N ;p

* Batu pe&ah 2'3 0.009 % ;p 144,375.00 N ;p* au 5'7 "ut b!-planpaga smentaa# 0.072 % ;p 2,310,000.00 N ;p

* Pau 0.060 % ;p 17,613.75 N ;p

* (eni besi 0.450 g % ;p 16,747.50 N ;p

Aumlah "/# N ;p

&6"62 Tenaga

* Tuang au 0.200 % ;p 50,000.00 N ;p

* Pee+a 0.400 % ;p 38,000.00 N ;p

* epala tuang 0.020 % ;p 55,000.00 N ;p

* (and! 0.020 % ;p 50,000.00 N ;p

Aumlah "//# N ;p

Aumlah "/#"//# N ;p

Jumlah 7er mD N %7

&62" mC Pagar sementara dari kaEat berduri tinggi ,9 meter

&62"6 Bahan

* !len au F 8*10'400 &m 1.000 btg % ;p 23,100.00 N ;p

* $emen p!tland 2.000 g % ;p 1,244.51 N ;p

* a-at dui 25.000 g % ;p 13,860.00 N ;p

* Pasi pasang 0.005 (3 % ;p 150,150.00 N ;p

* Batu pe&ah 2'3 0.009 (3 % ;p 144,375.00 N ;p

* Pau 0.060 g % ;p 17,613.75 N ;p

Aumlah "/# N ;p

&62"62 Tenaga

* Tuang au 0.200 Gh % ;p 50,000.00 N ;p

* Pee+a 0.300 Gh % ;p 38,000.00 N ;p

* epala tuang 0.020 Gh % ;p 55,000.00 N ;p

* (and! 0.020 Gh % ;p 50,000.00 N ;p

Aumlah "//# N ;p

Aumlah "/#"//# N ;p

Jumlah 7er mD N %7

&68" mC Pengukuran dan 7emasangan bouE7lank

&68"6 Bahan

* au 5'7 "ut b!-planpaga smentaa# 0.012 (3 % ;p 2,310,000.00 N ;p

* Pau 0.020 g % ;p 17,613.75 N ;p

* au papan 3'20 "ut b!-plan# 0.007 (3 % ;p 3,176,250.00 N ;p

Aumlah "/# N ;p

&68"62 Tenaga

* Tuang au 0.100 Gh % ;p 50,000.00 N ;p

* Pee+a 0.100 Gh % ;p 38,000.00 N ;p* epala tuang 0.010 Gh % ;p 55,000.00 N ;p

* (and! 0.005 Gh % ;p 50,000.00 N ;p

Aumlah "//# N ;p

Aumlah "/#"//# N ;p

Jumlah 7er mD N %7


58/315

A#)(*# H#% S#'# :# B## T# 211 58

&6?" m2 Pembuatan kantor sementara, dengan lantai 7lesteran

&6?"6 Bahan

* !len au F 8*10'400 &m 1.250 btg % ;p 23,100.00 N ;p

* au "ut nt! semntaa# 0.180 (3 % ;p 2,310,000.00 N ;p

* Pau 0.850 g % ;p 17,613.75 N ;p

* Besi stip 1.100 g % ;p 13,860.00 N ;p

* $emen p!tland 35.000 g % ;p 1,244.51 N ;p

* Pasi pasang 0.150 (3 % ;p 150,150.00 N ;p

* Pasi bet!n "muntilan# 0.100 (3 % ;p 274,312.50 N ;p* Batu pe&ah 2'3 0.150 (3 % ;p 144,375.00 N ;p

* Bata meah 5 % 11 % 22 &m 30.000 Bh % ;p 577.50 N ;p

* $eng plat "ut nt! semntaa# 0.250 Lb % ;p 44,594.55 N ;p

* Aendela na! 2.000 Bh % ;p 61,215.00 N ;p

* a&a p!l!s 5mm 0.080 (2 % ;p 68,145.00 N ;p

* un&i tanam biasa 0.150 Bh % ;p 66,412.50 N ;p

* Pl-!!d 4 mm "90%210# 0.060 Lb % ;p 63,525.00 N ;p

Aumlah "/# N ;p

&6?"62 Tenaga

* Tuang au 2.000 Gh % ;p 50,000.00 N ;p

* Tuang batu 1.000 Gh % ;p 50,000.00 N ;p

* Pee+a 2.000 Gh % ;p 38,000.00 N ;p

* epala tuang 0.300 Gh % ;p 55,000.00 N ;p* (and! 0.050 Gh % ;p 50,000.00 N ;p

Aumlah "//# N ;p

Aumlah "/#"//# N ;p

Jumlah 7er mF N %7

&6:" m2 Pembuatan gudang semen dan alat1alat

&6:"6 Bahan

* !len au F 8*10'400 &m 1.700 btg % ;p 23,100.00 N ;p

* au "ut nt! semntaa# 0.210 (3 % ;p 2,310,000.00 N ;p

* Pau 0.300 g % ;p 17,613.75 N ;p

* $emen p!tland 10.500 g % ;p 1,244.51 N ;p

* Pasi bet!n "muntilan# 0.030 (3 % ;p 274,312.50 N ;p

* Batu pe&ah 2'3 0.050 (3 % ;p 144,375.00 N ;p

* $eng gel!mbang bl+s 30 1.500 Lb % ;p 78,540.00 N ;p

Aumlah "/# N ;p

&6:"62 Tenaga

* Tuang au 2.000 Gh % ;p 50,000.00 N ;p

* Pee+a 1.000 Gh % ;p 38,000.00 N ;p


* (and! 0.050 Gh % ;p 50,000.00 N ;p

Aumlah "//# N ;p

Aumlah "/#"//# N ;p

Jumlah 7er mF N %7

&6


59/315

A#)(*# H#% S#'# :# B## T# 211 59

&6>" m2 Pembuatan jalan sementara

&6>"6 Bahan

* Batu belah 0.150 (3 % ;p 108,570.00 N ;p

* Batu pe&ah 5'7 0.090 (3 % ;p 138,600.00 N ;p

* Pasi pasang 0.010 (3 % ;p 150,150.00 N ;p

Aumlah "/# N ;p

&6>"62 Tenaga

* Pee+a 1.000 Gh % ;p 38,000.00 N ;p

* (and! 0.050 Gh % ;p 50,000.00 N ;pAumlah "//# N ;p

Aumlah "/#"//# N ;p

Jumlah 7er mF N %7

&69" m8 Bongkaran beton bertulang

&69"6 Tenaga

* Pee+a 6.667 Gh % ;p 38,000.00 N ;p

* (and! 0.333 Gh % ;p 50,000.00 N ;p

Aumlah N ;p

pe mJ Jumlah 7er mG N %7

&6=" m8 Bongkaran dinding tembok bata merah

&6="6 Tenaga

* Pee+a 6.667 Gh % ;p 38,000.00 N ;p* (and! 0.033 Gh % ;p 50,000.00 N ;p

Aumlah N ;p

Jumlah 7er mG N %7


60/315

A#)(*# H#% S#'# :# B## T# 211 6

Aumlah

28,875.00

3,111.28

62,832.00

750.75

1,299.38166,320.00

1,056.83

7,536.38

271,781.61

10,000.00

15,200.00

1,100.00

1,000.00

27,300.00

299,082.00

2==,092600

23,100.00

2,489.03

346,500.00

750.75

1,299.38

1,056.83

375,195.98

10,000.00

11,400.00

1,100.00

1,000.00

23,500.00

398,696.00

8=9,


61/315

A#)(*# H#% S#'# :# B## T# 211 61

28,875.00

415,800.00

14,971.69

15,246.00

43,557.94

22,522.50

27,431.2521,656.25

17,325.00

11,148.64

122,430.00

5,451.60

9,961.88

3,811.50

760,189.24

100,000.00

50,000.00

76,000.00

16,500.002,500.00

245,000.00

1,005,189.00

,00:,9=600

39,270.00

485,100.00

5,284.13

13,067.38

8,229.38

7,218.75

117,810.00

675,980.*

100,000.00

38,000.00

11,000.00

2,500.00

151,500.00

827,480.00

92>,?90600

3,800.00

2,500.006,300.00


62/315

A#)(*# H#% S#'# :# B## T# 211 62

16,285.50

12,474.00

1,501.50

30,261.00

38,000.00

2,500.0040,500.00

70,761.00

>0,>


63/315

A#)(*# H#% S#'# :# B## T# 211 63

&&6 "nalisa bia3a konstruksi 7ekerjaan tanah (*N& 298:;2009)


&&6" mG .alian tanah biasa sedalam meter

&&6"6 Tenaga

* Pee+a 0.750 Gh % ;p 38,000.00 N ;p

* (and! 0.025 Gh % ;p 50,000.00 N ;p

Aumlah N ;p

Jumlah 7er mG N %7

&&62" mG .alian tanah biasa sedalam 2 meter

&&62"6 Tenaga

* Pee+a 0.900 Gh % ;p 38,000.00 N ;p

* (and! 0.045 Gh % ;p 50,000.00 N ;p

Aumlah N ;p

Jumlah 7er mG N %7

&&68" mG .alian tanah biasa sedalam 8 meter

&&68"6 Tenaga

* Pee+a 1.050 Gh % ;p 38,000.00 N ;p

* (and! 0.067 Gh % ;p 50,000.00 N ;p

Aumlah N ;p

Jumlah 7er mG N %7

&&6?" mG .alian tanah keras sedalam meter

&&6?"6 Tenaga

* Pee+a 1.000 Gh % ;p 38,000.00 N ;p

* (and! 0.032 Gh % ;p 50,000.00 N ;p

Aumlah N ;p

Jumlah 7er mG N %7

&&6:" mG .alian tanah Aadas sedalam meter

&&6:"6 Tenaga

* Pee+a 1.500 Gh % ;p 38,000.00 N ;p

* (and! 0.060 Gh % ;p 50,000.00 N ;p

Aumlah N ;p

Jumlah 7er mG N %7

&&6" mF Pekerjaan stri77ing tebing setinggi meter

&&6>"6 Tenaga

* Pee+a 0.050 Gh % ;p 38,000.00 N ;p

* (and! 0.005 Gh % ;p 50,000.00 N ;p

Aumlah N ;p

Jumlah 7er mF N %7

&&69" #embuang mG tanah sejauh 80 meter

&&69"6 Tenaga

* Pee+a 0.330 Gh % ;p 38,000.00 N ;p

* (and! 0.010 Gh % ;p 50,000.00 N ;p

Aumlah N ;p

Jumlah 7er mG N %7


64/315

A#)(*# H#% S#'# :# B## T# 211 64

&&6=" #engurug kembali mG galian

#engurug kembali mG galian dihitung dari /8 kali indeks 7ekerjaan galian

&&60" #emadatkan mG tanah (7er 20 Am)

&&60"6 Tenaga

* Pee+a 0.500 Gh % ;p 38,000.00 N ;p

(and! 0.050 Gh % ;p 50,000.00 N ;p

Aumlah N ;p

Jumlah 7er mG N %7

&&6" mG rugan 7asir

&&6"6 Bahan

* Pasi uug 1.200 (3 % ;p 75,075.00 N ;p

Aumlah "/# N ;p

&&6"62 Tenaga

* Pee+a 0.300 Gh % ;p 38,000.00 N ;p

* (and! 0.010 Gh % ;p 50,000.00 N ;p

Aumlah "//# N ;p

Aumlah "/#"//# N ;p

Jumlah 7er mG N %7

&&62" mF Pemasangan la7isan ijuk tebal 0 Am&&62"6 Bahan

* /+u 6.000 g % ;p 8,662.50 N ;p

Aumlah "/# N ;p

&&62"62 Tenaga

* Pee+a 0.150 Gh % ;p 38,000.00 N ;p

* (and! 0.015 Gh % ;p 50,000.00 N ;p

Aumlah "//# N ;p

Aumlah "/#"//# N ;p

Jumlah 7er mF N %7

&&68" mG rugan sirtu 7adat untuk 7eninggian lantai bangunan

&&68"6 Bahan

* $itu 1.200 (3 % ;p 80,850.00 N ;pAumlah "/# N ;p

&&68"62 Tenaga

* Pee+a 0.250 Gh % ;p 38,000.00 N ;p

* (and! 0.025 Gh % ;p 50,000.00 N ;p

Aumlah "//# N ;p

Aumlah "/#"//# N ;p

Jumlah 7er mG N %7

&&6?" mG rugan tanah baru

&&6?"6 Bahan

* Tanah Biasa 1.200 (3 % ;p 40,425.00 N ;p

Aumlah "/# N ;p

&&6?"62 Tenaga

* Pee+a 0.250 Gh % ;p 38,000.00 N ;p

* (and! 0.025 Gh % ;p 50,000.00 N ;p

Aumlah "//# N ;p

Aumlah "/#"//# N ;p

Jumlah 7er mG N %7


65/315

A#)(*# H#% S#'# :# B## T# 211 65

Aumlah

28,500.00

1,250.00

29,750.00

2=,>:0600

34,200.00

2,250.00

36,450.00

8


66/315

A#)(*# H#% S#'# :# B## T# 211 66

19,000.00

2,500.00

21,500.00

2,:00600

90,090.00

90,090.00

11,400.00

500.00

11,900.00

101,990.00

0,==0600

51,975.00

51,975.00

5,700.00

750.00

6,450.00

58,425.00

:9,?2:600

97,020.0097,020.00

9,500.00

1,250.00

10,750.00

107,770.00

0>,>>0600

48,510.00

48,510.00

9,500.00

1,250.00

10,750.00

59,260.00

:=,2


67/315

A#)(*# H#% S#'# :# B## T# 211 67

&&&6 "nalisa bia3a konstruksi 7ekerjaan 7ondasi (*N& 298:;2009)


&&&6" mG Pasang Pondasi Batu !ali, PA ; 8 Ps6

&&&6"6 Bahan

* Batu belah 1.200 (3 % ;p 108,570.00 N ;p

* $emen p!tland 202.000 g % ;p 1,244.51 N ;p

* Pasi pasang 0.485 (3 % ;p 150,150.00 N ;p

Aumlah "/# N ;p

&&&6"62 Tenaga

* Pee+a 1.500 Gh % ;p 38,000.00 N ;p

* Tuang batu 0.600 Gh % ;p 50,000.00 N ;p


* (and! 0.075 Gh % ;p 50,000.00 N ;p

Aumlah "//# N ;p

Aumlah "/#"//# N ;p

Jumlah 7er mG N %7

&&&62" mG Pasang Pondasi Batu !ali, PA ; ? Ps6

&&&62"6 Bahan

* Batu belah 1.200 (3 % ;p 108,570.00 N ;p

* $emen p!tland 163.000 g % ;p 1,244.51 N ;p

* Pasi pasang 0.520 (3 % ;p 150,150.00 N ;pAumlah "/# N ;p

&&&62"62 Tenaga

* Pee+a 1.500 Gh % ;p 38,000.00 N ;p

* Tuang batu 0.600 Gh % ;p 50,000.00 N ;p


* (and! 0.075 Gh % ;p 50,000.00 N ;p

Aumlah "//# N ;p

Aumlah "/#"//# N ;p

Jumlah 7er mG N %7

&&&68" mG Pasang Pondasi Batu !ali, PA ; : Ps6

&&&68"6 Bahan

* Batu belah 1.200 (3 % ;p 108,570.00 N ;p* $emen p!tland 136.000 g % ;p 1,244.51 N ;p

* Pasi pasang 0.544 (3 % ;p 150,150.00 N ;p

Aumlah "/# N ;p

&&&68"62 Tenaga

* Pee+a 1.500 Gh % ;p 38,000.00 N ;p

* Tuang batu 0.600 Gh % ;p 50,000.00 N ;p


* (and! 0.075 Gh % ;p 50,000.00 N ;p

Aumlah "//# N ;p

Aumlah "/#"//# N ;p

Jumlah 7er mG N %7

&&&6?" mG Pasang Pondasi Batu !ali, PA ; < Ps6

&&&6?"6 Bahan

* Batu belah 1.200 (3 % ;p 108,570.00 N ;p

* $emen p!tland 117.000 g % ;p 1,244.51 N ;p

* Pasi pasang 0.561 (3 % ;p 150,150.00 N ;p

Aumlah "/# N ;p

&&&6?"62 Tenaga

* Pee+a 1.500 Gh % ;p 38,000.00 N ;p

* Tuang batu 0.600 Gh % ;p 50,000.00 N ;p


* (and! 0.075 Gh % ;p 50,000.00 N ;p

Aumlah "//# N ;p


68/315

A#)(*# H#% S#'# :# B## T# 211 68


Aumlah "/#"//# N ;p

Jumlah 7er mG N %7


69/315

A#)(*# H#% S#'# :# B## T# 211 69


&&&6:" mG Pasang Pondasi Batu !ali, PA ; 9 Ps6

&&&6:"6 Bahan

* Batu belah 1.200 (3 % ;p 108,570.00 N ;p

* $emen p!tland 91.000 g % ;p 1,244.51 N ;p

* Pasi pasang 0.584 (3 % ;p 150,150.00 N ;p

Aumlah "/# N ;p

&&&6:"62 Tenaga* Pee+a 1.500 Gh % ;p 38,000.00 N ;p

* Tuang batu 0.600 Gh % ;p 50,000.00 N ;p


* (and! 0.075 Gh % ;p 50,000.00 N ;p

Aumlah "//# N ;p

Aumlah "/#"//# N ;p

Jumlah 7er mG N %7

&&&6


70/315

A#)(*# H#% S#'# :# B## T# 211 7


Aumlah "/#"//# N ;p

Jumlah 7er mG N %7


71/315

A#)(*# H#% S#'# :# B## T# 211 71

Aumlah

130,284.00

251,391.53

72,822.75

454,498.28

57,000.00

30,000.00

3,300.00

3,750.00

94,050.00

548,548.00

:?9,:?9600

130,284.00

202,855.54

78,078.00411,217.54

57,000.00

30,000.00

3,300.00

3,750.00

94,050.00

505,268.00

:0:,2:,2


72/315

A#)(*# H#% S#'# :# B## T# 211 72

Aumlah

454,176.00

?:?,>


73/315

A#)(*# H#% S#'# :# B## T# 211 73

Aumlah

130,284.00

113,250.64

87,687.60

331,222.24

57,000.00

30,000.00

3,300.00

3,750.00

94,050.00

425,272.00

?2:,2>2600

110,880.00

32,432.40

143,312.40

29,640.00

19,500.00

2,145.00

1,950.00

53,235.00

196,547.00

=600

5,211.36

241,435.43

85,585.50

67,567.501,266,111.00

33,264.00

1,699,174.79

114,000.00

42,500.00

4,675.00

7,500.00

168,675.00

1,867,850.00

,9,9:0600

48,856.50

241,435.43

85,585.50

67,567.50

443,444.93

90,440.00

15,000.00

1,650.00

4,000.00

111,090.00


74/315

A#)(*# H#% S#'# :# B## T# 211 74

Aumlah

554,535.00

::?,:8:600


75/315

A#)(*# H#% S#'# :# B## T# 211 75

&6 "nalisa bia3a konstruksi 7ekerjaan dinding (*N& ;2009)


&6" #emasang mF dinding bata merah tebal bata, 7A ; 2 7s

&6"6 Bahan

* Bata meah 5 % 11 % 22 &m 140.000 Bh % ;p 577.50 N ;p

* $emen p!tland 43.500 g % ;p 1,244.51 N ;p

* Pasi pasang 0.080 (3 % ;p 150,150.00 N ;p

Aumlah "/# N ;p

&6"62 Tenaga

* Pee+a 0.600 Gh % ;p 38,000.00 N ;p

* Tuang batu 0.200 Gh % ;p 50,000.00 N ;p


* (and! 0.030 Gh % ;p 50,000.00 N ;p

Aumlah "//# N ;p

Aumlah "/#"//# N ;p

Jumlah 7er mF N %7

&62" #emasang mF dinding bata merah tebal bata, 7A ; 8 7s

&62"6 Bahan

* Bata meah 5 % 11 % 22 &m 140.000 Bh % ;p 577.50 N ;p

* $emen p!tland 32.950 g % ;p 1,244.51 N ;p

* Pasi pasang 0.091 (3 % ;p 150,150.00 N ;pAumlah "/# N ;p

&62"62 Tenaga

* Pee+a 0.600 Gh % ;p 38,000.00 N ;p

* Tuang batu 0.200 Gh % ;p 50,000.00 N ;p


* (and! 0.030 Gh % ;p 50,000.00 N ;p

Aumlah "//# N ;p

Aumlah "/#"//# N ;p

Jumlah 7er mF N %7

&68" #emasang mF dinding bata merah tebal bata, 7A ; ? 7s

&68"6 Bahan

* Bata meah 5 % 11 % 22 &m 140.000 Bh % ;p 577.50 N ;p* $emen p!tland 26.550 g % ;p 1,244.51 N ;p

* Pasi pasang 0.093 (3 % ;p 150,150.00 N ;p

Aumlah "/# N ;p

&68"62 Tenaga

* Pee+a 0.600 Gh % ;p 38,000.00 N ;p

* Tuang batu 0.200 Gh % ;p 50,000.00 N ;p


* (and! 0.030 Gh % ;p 50,000.00 N ;p

Aumlah "//# N ;p

Aumlah "/#"//# N ;p

Jumlah 7er mF N %7

&6?" #emasang mF dinding bata merah tebal bata, 7A ; : 7s

&6?"6 Bahan

* Bata meah 5 % 11 % 22 &m 140.000 Bh % ;p 577.50 N ;p

* $emen p!tland 22.200 g % ;p 1,244.51 N ;p

* Pasi pasang 0.102 (3 % ;p 150,150.00 N ;p

Aumlah "/# N ;p

&6?"62 Tenaga

* Pee+a 0.600 Gh % ;p 38,000.00 N ;p

* Tuang batu 0.200 Gh % ;p 50,000.00 N ;p


* (and! 0.030 Gh % ;p 50,000.00 N ;p

Aumlah "//# N ;p


76/315

A#)(*# H#% S#'# :# B## T# 211 76


Aumlah "/#"//# N ;p

Jumlah 7er mF N %7


77/315

A#)(*# H#% S#'# :# B## T# 211 77


&6:" #emasang mF dinding bata merah tebal bata, 7A ; < 7s

&6:"6 Bahan

* Bata meah 5 % 11 % 22 &m 140.000 Bh % ;p 577.50 N ;p

* $emen p!tland 18.500 g % ;p 1,244.51 N ;p

* Pasi pasang 0.122 (3 % ;p 150,150.00 N ;p

Aumlah "/# N ;p

&6:"62 Tenaga* Pee+a 0.600 Gh % ;p 38,000.00 N ;p

* Tuang batu 0.200 Gh % ;p 50,000.00 N ;p


* (and! 0.030 Gh % ;p 50,000.00 N ;p

Aumlah "//# N ;p

Aumlah "/#"//# N ;p

Jumlah 7er mF N %7

&6"6 Bahan

* Bata meah 5 % 11 % 22 &m 70.000 Bh % ;p 577.50 N ;p

* $emen p!tland 14.370 g % ;p 1,244.51 N ;p* Pasi pasang 0.040 (3 % ;p 150,150.00 N ;p

Aumlah "/# N ;p

&6>"62 Tenaga

* Pee+a 0.300 Gh % ;p 38,000.00 N ;p

* Tuang batu 0.100 Gh % ;p 50,000.00 N ;p


* (and! 0.015 Gh % ;p 50,000.00 N ;p

Aumlah "//# N ;p

Aumlah "/#"//# N ;p

Jumlah 7er mF N %7

&69" #emasang mF dinding bata merah tebal /2 bata, 7A ; ? 7s

&69"6 Bahan

* Bata meah 5 % 11 % 22 &m 70.000 Bh % ;p 577.50 N ;p

* $emen p!tland 11.

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