boq type 72 permata kemang residence

8/18/2019 BoQ TYPE 72 Permata Kemang Residence

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DAFTAR HARGA SATUAN BAHAN BANGUNAN

NO MATERIAL SAT HARGA (Rp)

A. AGREGAT KASAR,BAHAN PEREKAT & BAHAN JADINYA

1 Pasir Urug m3 175,300.00

2 Tanah Urug Pilihan m3 89,200.00

3 Sirtu m3 203,500.00

4 Pasir Teras m3 174,200.00

5 Pasir Pasang Kali m3 233,400.00

6 Pasir Betn m3 255,400.00

7 !"u Batu m3 259,000.00

8 Batu #s$ % !&ung ' $g 29,600.00

9 Batu Pe(ah )esin 1*2 m3 223,600.00

10 Batu Pe(ah )esin 2*3 m3 211,100.00

11 Batu Pe(ah )esin 3*5 m3 205,000.0012 Batu Pe(ah )esin 5*7 m3 196,000.00

13 Batu Belah Pn+asi m3 205,500.00

14 Batu Brnl % Untu$ Brnng ' m3 180,800.00

15 Batu Kral Betn Kali m3 172,600.00

16 Batu Tem&el -itam m3 96,600.00

17 Batu Pinggir Betn 10 20 35 "h 14,100.00

18 Batu Pinggir Betn 15 35 50 % K/225 ' "h 73,700.00

19 Batu Telr m3 97,800.00

20 Bata$ Ke(il 8 10 20 "h 2,000.00

21 Bata$ Besar 8 20 30 "h 2,400.00

22 n Bl$ 8 20 40 "h 5,400.00

23 Bata )erah Ba$ar $elas "h 775.0024 Bata )erah Ba$ar $elas "h 675.00

25 Bata )erah en % Kling$er ' "h 1,800.00

26 ster Betn 20 20 "h 14,800.00

27 ster Betn 30 30 "h 15,500.00

28 #rass Bl$ 20 20 "h 9,700.00

29 #rass Bl$ 30 30 "h 22,500.00

30 Paing Bl$ atural 8 (m m2 81,100.00

31 Paing Bl$ arna 8 (m m2 108,600.00

32 Paing Bl$ atural 6 (m m2 76,000.00

33 Paing Bl$ arna 6 (m m2 86,000.00

34 anstin Paing Bl$ m1 34,900.00

35 Semen P *50 $g a$ 70,300.001,406.00

36 Semen Putih a$ 92,700.00

37 Kanstin alan U$uran Besar % Bina )arga ' 1"h 60(m "h 58,900.00

38 ea+:mi Betn K500, Tan&a Pm&a % Selang ' m3 1,105,000.00

39 ea+:mi Betn K400, Tan&a Pm&a % Selang ' m3 903,500.00






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44 Ka&ur Pasang * Ka&ur Tem"$ m3 353,300.00

45 Ka&ur Sirih $g 18,300.00

46 Semen arna $g 15,700.00

47 Tanah liat m3 31,300.00

48 !ir ltr 3.00

49 ;rmite*s&a(er "h 2,500.00

50 -lln ?an ?in+ing ' lt 75,000.00

4 at Tem"$ @inile $g 25,000.00

5 at ?asar untu$ nterir % 2 Pela&is ' lt 75,000.00

6 at Tem"$ Sanle$ $g 20,000.00

7 at ?asar $g 30,000.00

8 at Tahan !sam lt 40,000.00

9 Pela&is !l$ali % at ?asar Betn =$terir ' $g 90,000.0010 at )ar$a * S&tlight $g 185,000.00

11 ater Pr>ing =mulsin ml 70,000.00

12 ater Pr>ing )em"ran(e "h 62,500.00

13 l at Tem"$ "h 32,500.00

14 Ka&e Tem"$ "h 8,500.00

15 Ka&e Ka:u 5 lt 10,000.00

16 Sligneum 1 Ble$ $g 25,000.00

17 Plin(te m3 29,000.00

18 Penara % + ;iller ' lt 37,700.00

29 ?em&ul a+i $g 35,800.00

30 Plitur lt 48,000.00

31 Plitur a+i lt 112,700.00

32 Ter&entin $g 19,500.00

33 Tiner ! $g 23,900.0034 Tiner B $g 21,400.00

35 Kum&n l"r 30,800.00

36 )elami$ $g 52,500.00

37 ?em&ul Plasti$ $g 39,200.00

38 ?em&ul ?u( $g 35,800.00

39 !m&elas l"r 5,000.00

40 ?em&ul Ka:u a& Ku(ing $g 24,400.00

41 )eni Ka:u * Besi $g 30,400.00

42 Sin(rmat $g 40,900.00


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43 at Ka:u Siee lt 41,700.00

44 at Besi lt 44,000.00

45 at Besi ?u( ?anagls * "h 76,300.00

46 at Brn $g 67,700.00

47 Karet lis "h 3,300.00

48 )in:a$ (at $g 38,400.00

49 #lass "eet $g 50,100.00

50 esi+u lt 8,100.00

C BAHAN KAYU BERIKUT BAHAN JADINYA

1 Bam"u 5 s.+ 7 "t 17,700.00

2 Bam"u 7 s.+ 10 "t 25,000.00

3 Bam"u #m"ng "t 37,200.00

4 Ka:u Kam&er Sing$il * Ka&ur % Ka:u Samarin+a $ls ' m3 7,094,450.00

5 Ka:u Bal$ Brne Su&er m3 5,280,000.00

6 Ka:u Pa&an Brne Su&er m3 5,595,800.00

7 Ka:u Bal$ Kam&er )e+an %Kruing ' m3 5,692,600.00

8 Ka:u Pa&an Kam&er )e+an %Kruing ' m3 5,823,400.00

9 Ka:u Bal$ Kam&er Banar m3 6,363,600.00

10 Ka:u Pa&an Kam&er Banar m3 6,645,300.0011 Ka:u Bal$ Kam&er Samarin+a m3 8,633,700.00

12 Ka:u Pa&an Kam&er Samarin+a m3 8,724,300.00

13 Ka:u Bal$ asamala m3 2,658,000.00

14 Ka:u ati atim Tua +ia. 40 (m m3 20,772,000.00

15 Ka:u ati ateng Tua +ia. 40 (m m3 22,188,400.00

16 Ka:u ati a"ar Tua +ia. 40 (m m3 13,625,400.00

17 Ka:u ati a"ar Tua +ia. 40 (m $e"a


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44 is&lang a+i 0,10 2,44 l"r 18,500.00

D BAHAN PENUTUP RANGKA PLAFOND

1 Pla>n+ =nternit 4 mm m2 17,400.00

2 Pla>n+ har+&le$s 5 mm 120 240 l"r 62,400.00

3 Pla>n+ !s"es Semen 5 mm m2 22,500.00

4 Pla>n+ !s"es Semen 3,5 mm m2 19,500.00

5 #:&sum 120 240 t 9 mm e ? l"r 79,800.006 #:&sum 120 240 t 9 mm e uar l"r 83,800.00

7 Te&ung g:&sum $g 12,500.00

8 !(usti$ !mstrng 60 120 l"r 132,800.00

9 ttn Plester "h 15,000.00

10 # %120 240' (m, t 4 mm l"r 67,500.00

11 rni(e um&un+ a$ 75,000.00

12 ist g:&sum mC 8,500.00

E BAHAN KAYU LAPIS

1 Tri&le$ 3 mm 120 240 l"r 61,700.00

2 Tri&le$ 4 mm 120 240 l"r 64,400.00

3 Tri&le$ 4 mm u$uran Pintu l"r 56,200.004 Tri&le$ 6 mm 120 240 l"r 92,000.00

5 Tri&le$ 9 mm 120 240 l"r 166,600.00

6 a"ar + 4 mm l"r 119,000.00

7 Bili$ Bam"u % tan&a $ulit ' m2 19,800.00

8 Bili$ Bam"u % +engan $ulit ' m2 22,700.00

9 Bili$ Bam"u -itam @ariasi m2 34,200.00

10 all &a&er m2 55,700.00

11 )ultiPle$ 9 mm 120 240 l"r 151,100.00

12 )ultiPle$ 12 mm 120 240 l"r 195,000.00

13 )ultiPle$ 18 mm 120 240 l"r 255,400.00

14 Pl: + 18 mm 120 240 l"r 323,900.00

15 Pl: + 9 mm 120 240 l"r 235,000.0016 Pl: + 4 mm 120 240 l"r 140,000.00

17 Tea$ + 3 mm 120 240 l"r 129,100.00

18 Tea$ + 4 mm 120 240 l"r 131,700.00

19 Tea$ + 3 mm 120 240 u$uran Pintu l"r 127,200.00

20 Tea$ + u$uran Pintu 4 mm l"r 114,700.00

21 Ta(n % Tahan Ba$ar ' m2 128,200.00

22 Su&er(n m2 57,900.00

23 )elamin 4 mm 120 240 l"r 89,200.00

24 )elamin TK 4 mm l"r 133,400.00

25 ;rmi$a 120 240 l"r 170,000.00

26 ;rmi$a u$uran Pintu l"r 132,900.00

27 ;rmi$a arna 4A 8A l"r 238,100.00

F BAHAN LANTAI DAN PELAPIS DINDING

1 Tegel P 20 20 "h 3,400.00

2 Plin Tegel P 10 20 "h 2,400.00

3 Tegel P 30 30 "h 3,400.00

4 Plin Tegel P 15 30 "h 2,800.00

5 Tegel arna 20 20 "h 3,600.00

6 Plin Tegel arna 10 20 "h 3,400.00

7 Tegel arna 30 30 "h 5,700.00


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8 Plin Tegel arna 15 30 "h 6,300.00

9 Tegel a>el P 20 20 "h 3,200.00

10 Tegel a>el arna 20 20 "h 2,500.00

11 Tegel Ba+a$ P 30 30 "h 4,100.00

12 Pslin 11 11 arna Stan+ar ? m2 63,300.00

13 Pslin 11 11 arna $husus ? m2 67,300.00

14 Kerami$ 10 20 +an 20 20 K ? Putih * Pls )ulia m2 54,500.00

15 Kerami$ 10 20 K ? ra$*arna*!nti Sli& )ulia m2 56,000.0016 Kerami$ 20 20 %K)' K ? ra$*arna *!nti Sli& )ulia m2 62,500.00

17 Kerami$ 20 20 %K)' K ? Putih Pls )ulia m2 54,500.00

18 Kerami$ 20 25 ?in+ing K) K ? ra$ )ulia m2 62,500.00

19 Kerami$ 30 30 K ? Putih Pls )ulia m2 53,000.00

20 Kerami$ 30 30 K ? arna*ra$ %!T SP' )ulia m2 58,000.00

21 Kerami$ 40 40 K ? Putih Pls )ulia m2 56,800.00

22 Kerami$ 40 40 K ? arna*ra$ %!T SP' )ulia m2 65,500.00

23 Kerami$ 10 20 +an 20 20 K ? Putih * Pls man m2 64,400.00

24 Kerami$ 10 20 K ? ra$*arna*!nti Sli& man m2 72,200.00

25 Kerami$ 20 20 %K)' K ? ra$*arna*!nti Sli& man m2 75,200.00

26 Kerami$ 20 20 %K)' K ? Putih Pls man m2 72,900.00

27 Kerami$ 20 25 ?in+ing K) K ? ra$ man m2 75,200.0028 Kerami$ 20 25 K ? Putih Pls man m2 72,900.00

29 Kerami$ 30 30 K ? Pls man m2 68,900.00

30 Kerami$ 30 30 K ? arna*ra$ %!T SP' man m2 76,600.00

31 Kerami$ 40 40 K ? Pls man m2 72,500.00

32 Kerami$ 40 40 K ? arna*ra$ %!T SP' man m2 77,000.00

33 @in:l antai Stan+ar m2 56,000.00

34 Kar&et Kelas Bai$ m2 1,025,500.00

35 Kar&et Kelas Se+ang m2 353,500.00

36 ParDuet ati m2 375,400.00

37 Stairnsing Kerami$ 10*20 "h 13,700.00

38 Stairnsing ;i"er m 25,000.00

39 Taras Kerang 30 30 m2 31,800.0040 Plin Taras 10 30 "h 13,500.00

41 #ranit !lam U$uran Besar m2 1,848,400.00

42 #ranit !lam U$uran Ke(il m2 1,612,900.00

43 #ranit !lam ? U$uran Besar m2 1,331,100.00

44 #ranit !lam ? U$uran Ke(il m2 1,299,400.00

45 #ranit Tile =ssena U$uran 40 40 Plis m2 345,000.00

46 #ranit Tile =ssena U$uran 30 30 m2 322,800.00

47 #ranit Tile =ssena U$uran 40 40 UnPlis m2 204,900.00

48 )armer m2 550,000.00

49 )armer !lam am&ung U$uran Besar m2 550,200.00

50 )armer !lam am&ung U$uran $e(il m2 345,700.00

51 )armer !lam itatah U$uran Besar m2 340,800.0052 )armer !lam itatah U$uran Ke(il m2 237,600.00

53 )armer Sintetis m2 157,900.00

54 #ranit Tile =ssena 60 60 Plis m2 358,100.00

55 #ranit Tile =ssena 60 60 UnPlis m2 231,800.00

56 Batu Tem&el -itam m2 96,500.00

57 Bata Kara


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61 Plint $erami$ 10 30 "h 3,500.00

62 Plint $erami$ 10 40 "h 4,000.00

63 Plint $erami$ 15 30 "h 4,500.00

64 Plint $erami$ 15 40 "h 5,250.00

65 Plint granit 10 30 "h 25,900.00

66 Plint granit 10 40 "h 27,600.00

67 Plint granit 15 30 "h 31,100.00

68 Plint granit 15 40 "h 41,300.00

G BAHAN SALURAN AIR KOTOR / BERSIH

1 #ra>el U 20 (mC m1 44,300.00

2 #ra>el U 30 (mC m1 56,400.00

3 #ra>el U 40 (mC m1 74,200.00

4 Buis Betn 20 (m % 1 )C ' m1 49,200.00

5 Buis Betn 30 (m % 1 )C ' m1 61,700.00

6 Buis Betn 40 (m % 1 )C ' m1 80,900.00

7 Buis Betn 50 (m % 1 )C ' st$ 94,300.00

8 Buis Betn 60 (m % 1 )C ' st$ 130,900.00

9 Buis Betn 100 (m % 0.50 )C ' st$ 299,800.00

10 Buis Betn 80 (m % 0.50 )C ' st$ 298,500.0011 BuisTanah 10 (m % 0.50 )C ' st$ 9,600.00

12 BuisTanah 15 (m % 0.50 )C ' st$ 12,700.00

13 BuisTanah 20 (m % 0.50 )C ' st$ 16,800.00

14 BuisTanah 25 (m % 0.50 )C ' st$ 22,800.00

15 nu$ $g 17,400.00

H BAHAN LOGAM DAN BAHAN JADINYA

1 Besi Betn U/24 ata/rata $g 16,500.00

2 Besi Betn U/39 * U/32 ata/rata $g 20,700.00

3 Pagar B leng$a& tiang % Tan&a Pn+asi ' m2 171,300.00

4 Bn+e$ m2 185,000.00

5 Besi ; = ? S $g 24,000.006 Besi ; = e&ang $g 23,900.00

7 Besi Pr>il ? S $g 18,300.00

8 Besi Pr>il = $g 21,600.00

9 Besi i& hanel $g 19,200.00

10 ng$s #al>anis Besi $g 10,600.00

11 Ka


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27 am n:amu$ !lumunium m2 32,400.00

28 Plat Sri& E 2 30 mm % 6 m1 ' "t 33,000.00

29 Plat Sri& E 3 30 mm % 6 m1 ' "t 33,100.00

30 Plat Stri& "t 18,200.00

31 Besi Stri& $g 26,800.00

32 Plat !lumunium 0.2 mm m2 89,800.00


34 Plat !lumunium 0.4 mm m2 141,400.0035 Plat !lumunium 0.5 mm m2 143,100.00



38 Kusen !lumunium atural 1.3 mm t 1,3 mm % 4 A ' m1 151,100.00

39 Kusen !lumunium arna 1.3 mm t 1,3 mm % 4 A ' m1 163,000.00

40 Kusen !lumunium atural 1.3 mm t 1,3 mm % 3 A ' m1 81,000.00

41 Kusen !lumunium arna 1.3 mm t 1,3 mm % 3 A ' m1 102,000.00

42 ?aun en+ela !lumunium atural % tan&a $a(a +an a((essries ' m2 98,800.00

43 ?aun en+ela !lumunium arna % tan&a $a(a +an a((essries ' m2 148,800.00

44 ?aun Pintu !lumunium atural % tan&a $a(a +an a((essries ' m2 211,800.00

45 ?aun Pintu !lumunium arna % tan&a $a(a +an a((essries ' m2 207,500.00

46 -an+le !lumunium % Tari$an Pintu !lumunium ' "h 345,200.0047 Kait !ngin !lumunium &s 104,500.00

48 Karet !sisris Kusen * Pintu !lumunium m1 7,500.00

49 alusi !lluminium mC 35,000.00

50 Suns(reen !lmunium m2 380,200.00

51 Seng Plat BS 30 60 (m % 100 m1 ' rll 1,581,500.00

52 Seng Plat BS 30 90 (m % 100 m1 ' rll 2,080,100.00

53 Plat Besi Ti&is 1 mm $g 16,800.00

54 Plat Besi Ti&is 0.5 mm $g 17,700.00

55 Plat Besi 2 mm s*+ 5 mm $g 14,100.00

56 Plat Besi 6 mms*+ 10 mm $g 14,100.00

57 Plat Besi 10 mm $eatas $g 14,700.00

58 Ka"el &resstresse+ &ls $g 26,700.0059 aring Ka


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80 en+ela na$ $a(a "ening F tralis 8 $li&s set 230,000.00

81 en+ela na$ $a(a "ening F tralis 10 $li&s set 300,000.00

I BAHAN KACA

1 Ka(a Pls 2 mm % !S!- ' m2 69,000.00

2 Ka(a Pls 3 mm % !S!- ' m2 87,400.00

3 Ka(a Pls 5 mm % !S!- ' m2 111,000.00

4 Ka(a Pls 8 mm % !S!- ' m2 183,100.005 Ka(a a:"an+ 5 mm % !S!- ' m2 148,700.00

6 Ka(a a:"an+ 8 mm % !S!- ' m2 323,400.00

7 Ka(a a:"an+ 12 mm % !S!- ' m2 627,000.00

8 Ka(a (ermin 5 mm m2 150,500.00

9 Ka(a (ermin 6 mm m2 186,400.00

10 Ka(a (ermin 8 mm m2 234,300.00

11 Ka(a Patri $al Ter&asang % !S!- ' m2 1,621,100.00

12 Ka(a Patri = uar egeri Ter&asang m2 3,425,700.00

13 Ka(a 6 mm #raer m2 1,263,900.00

14 #lass Bl($ ? 20 20 % Ke+aier "h 250.00

K BAHAN PERPIPAAN1 Besi Pi&a Untu$ -:+rant BSP 1A "t 166,700.00

2 Besi Pi&a Untu$ -:+rant BSP 1.25A "t 210,200.00


4 Besi Pi&a Untu$ -:+rant BSP 2A "t 351,800.00




8 Besi Pi&a Untu$ -:+rant BSP 6A "t 1,423,400.00

9 Besi Pi&a -itam 1A t 2 mm "t 172,300.00


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11 Besi Pi&a -itam 3A t 2mm "t 365,800.00



14 Pi&a #P )e+ium ! 1*2A % 6 m1 ' "t 109,100.00

15 Pi&a #P )e+ium ! 3*4A % 6 m1 ' "t 159,400.00

16 Pi&a #P )e+ium ! 1A % 6 m1 ' "t 181,500.00

17 Pi&a #P )e+ium ! 1 1*4A % 6 m1 ' "t 259,300.0018 Pi&a #P )e+ium ! 1 1*2A % 6 m1 ' "t 280,500.00

19 Pi&a #P )e+ium ! 1 3*4A % 6 m1 ' "t 326,400.00

20 Pi&a #P )e+ium ! 2A % 6 m1 ' "t 467,400.00

21 Pi&a #P )e+ium ! 2 1*2A % 6 m1 ' "t 672,100.00

22 Pi&a #P )e+ium ! 3A % 6 m1 ' "t 849,900.00

23 Pi&a #P )e+ium ! 4A % 6 m1 ' "t 920,300.00

24 )a(am2 Sam"ungan #P 1*2A "h 6,300.00

25 )a(am2 Sam"ungan #P 3*4A "h 8,600.00

26 )a(am2 Sam"ungan #P 1A "h 16,700.00

27 )a(am2 Sam"ungan #P 1 1*4A "h 19,800.00

28 )a(am2 Sam"ungan #P 1 1*2A "h 20,700.00

29 )a(am2 Sam"ungan #P 1 3*4A "h 22,700.0030 )a(am2 Sam"ungan #P 2A "h 51,200.00

31 )a(am2 Sam"ungan #P 2 1*2A "h 60,400.00

32 )a(am2 Sam"ungan #P 3A "h 75,900.00

33 )a(am2 Sam"ungan #P 4A "h 118,600.00

34 Pi&a P@ UK! t:&e ! 1*2A "t 40,100.00

35 Pi&a P@ UK! t:&e ! 3*4A "t 52,200.00

36 Pi&a P@ UK! t:&e ! 1A "t 63,200.00

37 Pi&a P@ UK! t:&e ! 1 1*4A "t 79,900.00

38 Pi&a P@ UK! t:&e ! 1 1*2A "t 105,900.00

39 Pi&a P@ UK! t:&e ! 2A "t 110,700.00

40 Pi&a P@ UK! t:&e ! 2 1*2A "t 167,100.00

41 Pi&a P@ UK! t:&e ! 3A "t 205,100.0042 Pi&a P@ UK! t:&e ! 4A "t 347,900.00

43 Pi&a P@ UK! t:&e ! 6A "t 640,000.00

44 Pi&a P@ UK! t:&e ! 8A "t 818,300.00

45 Pi&a P@ )!SP !BU % ! ' 1*2A "t 22,500.00

46 Pi&a P@ )!SP !BU % ! ' 3*4A "t 27,800.00

47 Pi&a P@ )!SP !BU % ! ' 1A "t 40,500.00

48 Pi&a P@ )!SP !BU % ! ' 1 1*4A "t 58,500.00

49 Pi&a P@ )!SP !BU % ! ' 1 1*2A "t 60,200.00

50 Pi&a P@ )!SP !BU % ! ' 2A "t 75,800.00

51 Pi&a P@ )!SP !BU % ! ' 2 1*2A "t 126,300.00

52 Pi&a P@ )!SP !BU % ! ' 3A "t 145,700.00

53 Pi&a P@ )!SP !BU % ! ' 4A "t 256,800.0054 )a(am2 Sam"ungan Paraln 1*2A "h 4,400.00

55 )a(am2 Sam"ungan Paraln 3*4A "h 4,700.00

56 )a(am2 Sam"ungan Paraln 1A "h 4,900.00

57 )a(am2 Sam"ungan Paraln 1 1*4A "h 7,200.00







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64 Sam"ungan Pi&a P@ enis ! 4A TG "h 89,900.00

65 em Paraln t" 10,100.00

66 Slati& e+eng gl 4,200.00

67 Pi&a P@ 4A Berl"ang enis ! m1 36,700.00

68 P@ aterst& le"ar 150 m1 53,500.00

69 P@ aterst& le"ar 200 m1 57,900.00

70 P@ aterst& le"ar 230 m1 65,700.0071 P@ aterst& le"ar 250 m1 74,700.00

72 P@ aterst& le"ar 300 m1 83,600.00

73 P@ aterst& le"ar 320 m1 92,500.00

L BAHAN SANITAIR

1 St& Kran 3*4A KT "h 103,900.00

2 St& Kran 1A KT "h 124,200.00

3 St& Kran 1 1*2A KT "h 208,000.00

4 St& Kran 2A KT "h 267,900.00

5 St& Kran 2 1*2A KT "h 713,200.00

6 St& Kran 3A KT "h 830,300.00

7 he($ @ale 1*2A "h 86,400.008 ?u"le e&le 1*2A "h 32,400.00

9 ater )ur 1*2A "h 40,200.00

10 #ate el eng$a& TT 230 unit 1,012,700.00

24 asta>el eng$a& ! unit 699,900.00

25 lset ng$$ Pslin arna TT unit 205,600.00

26 lset ng$$ Stan+ar+ Putih Pslin TT unit 188,200.00

27 lset ng$$ eng$a& Sistem et TT unit 2,032,900.00

28 lset ?u+u$ arna Stan+ar+ TT 240 eng$a& unit 1,724,700.00

29 asta>el Bulat arna Stan+ar+ eng$a& unit 910,800.00

30 lset ?u+u$ arna Stan+ar+ ! eng$a& "h 1,272,100.00

31 Urinir eng$a& TT arna Stan+ar+ eng$a& unit 1,773,400.0032 Pen:e$at Pslin Urinar TT l"r 495,900.00

33 Kit(hen Hin$ Stainless Stan+ar+ $al % 1 u"ang ' "h 397,800.00

34 Kit(hen Hin$ Stainless n Stan+ar+ ;ran$e % 1 u"ang ' "h 1,272,300.00

35 Kit(hen Hin$ Stainless n Stan+ar+ ;ran$e % 2 u"ang ' "h 1,650,200.00

36 Talang P@ U / 15 (m "tng 60,000.00

M BAHAN PENUTUP ATAP

1 !ta& Plasti$ #elm"ang 80 180 l"r 33,100.00

2 !ta& ;i"er #lass Ti&is 80 180 % #elm"ang ' l"r 47,100.00


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3 !ta& ;i"er #lass Te"al 80 180 % #elm"ang ' l"r 100,000.00

4 !ta& !lumunium atural US 26 % !? ' m2 140,600.00

5 !ta& !lumunium arna US 26 % !? ' m2 164,700.00

6 !ta& !s"es #el. Ke(il 80 180 4 mm l"r 77,200.00

7 !ta& !s"es #el. Besar 80 180 5 mm l"r 111,100.00

8 !ta& Seng #elm"ang 80 (m 180 (m 3 mm l"r 62,900.00

9 !ta& Seng #elm"ang 80 (m 180 (m 5 mm l"r 83,100.00

10 !ta& Seng #elm"ang 270 (m 105 (m 4mm l"r 73,300.0011 !ta& Seng #elm"ang 240 (m 105 (m 4mm l"r 65,900.00

12 !ta& Seng #elm"ang 210 (m 105 (m 4mm l"r 58,500.00




16 !ta& !s"es #elm"ang 300 (m 105 (m 4 mm l"r 80,000.00

17 !ta& Tegla Ku"ta, leng$a& m2 487,100.00

18 !ta& Tegla K ' m2 203,100.00

27 #enteng )etal -ana m2 172,700.00

28 $ !tas )etal % ain"< > ' l"r 138,500.00

29 $ !tas )etal -ana l"r 80,900.00

30 $ Pingir )etal % ain"< > ' l"r 105,300.00

31 $ Pingir )etal -ana l"r 100,800.00

32 all ;lasing % ain"< > ' l"r 83,900.00

33 all ;lasing -ana l"r 88,700.00

34 !ta& #enteng Betn arna 14.5*m2 m2 96,700.0035 #enteng Betn atural "h 8,500.00

36 Sira& Kelas % 80 * m2 ' m2 26,400.00

37 #enteng Kerami$ atural ntan 14.5 * m2 m2 112,400.00

38 #enteng Kerami$ #lasur Stan+ar+ 14.5 *m2 m2 142,200.00

39 #enteng Kerami$ #lasur S&e(ial 14.5 *m2 m2 139,300.00

40 #enteng Kerami$ #lasur Premium 14.5 *m2 m2 145,100.00

41 #enteng )uran+ atural 1m2 18 "h "h 2,700.00

42 #enteng )uran+ #lasur 1m2 18 "h "h 4,000.00

43 Bu"ung )uran+ atural "h 7,500.00

44 Bu"ung )uran+ #lasur "h 10,700.00

45 Bu"ungan #enteng Kerami$ "h 10,000.00

46 !ta& #enteng K+$ "h 3,000.0047 Bu"ungan #enteng K+$ "h 4,500.00

48 Bu"ungan #enteng Plentng "h 6,000.00

49 Bu"ungan Stel #elm"ang "h 7,500.00

50 $ Stel #elm"ang l"r 38,100.00

51 $ !ta& Seng l"r 37,500.00

52 $ stan+ar 40 (m 18, S# 22 m2 75,000.00

53 Pelat !s"es te"al 4 mm l"r 21,000.00

54 Pelat !s"es te"al 3.5 mm l"r 16,400.00

55 Trusses H!)/75 t0.8 ang$a Utama m1 34,500.00


12/78

56 Trusses H!)/75 t0.5 ang$a Utama m1 22,000.00

57 eng 16/?B > Battens t0.48 mm m1 11,000.00

58 ;t Plate t 1.22 mm m1 7,200.00

59 P? / ?ia>ragma Plate "h 2,200.00

60 ? Bra(ing m1 1,700.00

61 Tensiner % Penga$u Tali angin ' "h 7,200.00

N BAHAN MEKANIKAL1 ($e: Pum& $a&. 80 gln*menit 100 m1 % 18.6 $ ' unit 71,396,400.00

2 =le(tri(al Pum& $a&. 750 gln*menit 120 m1 % 90 $ ' unit 216,358,900.00

3 ?iesel Pum& $a&. 750 gln*menit 120 m1 % 105 $ ' unit 591,647,100.00

4 Presure Tan$ $a&. 500 liter leng$a& unit 36,997,300.00

5 -:+ran B +lm #e+ung % eng$a& ' unit 6,854,400.00

6 ;ire -use 1.5 30 m F nse unit 4,866,100.00

7 =hse ;an - 360 60 60 (m unit 6,862,900.00

8 =hse ;an - 380 ;) 55 55 (m unit 5,491,100.00

9 =hse ;an - 100 40 40 (m unit 1,092,600.00

10 ! S&lit 3 PK Setara TS-B! unit 30,791,800.00

11 ! S&lit 2 PK Setara TS-B! unit 21,926,500.00

12 ! S&lit 1 PK Setara TS-B! unit 5,174,100.0013 )esin ! S&lit ?!K % n+r * ut+r Unit ' 1 BTU 4,200,000.00

O BAHAN ELEKTRIKAL

1 Ka"el G! 1 1.5 Prima % 1 rl 50 mC ' 102,700.00

2 Ka"el G! 1 2.5 Prima % 1 rl 50 mC ' 151,700.00

3 Ka"el G) 2 1.5 Prima % 1 rl 50 mC ' mC 6,600.00





8 Ka"el G) 2 4 Prima % 1 rl 50 mC ' mC 6,300.00

9 Ka"el G) 3 4 Prima % 1 rl 50 mC ' mC 15,400.0010 Ka"el G) 4 4 Prima % 1 rl 50 mC ' mC 20,700.00

11 Ka"el G) 2 6 Su&reme % 1 rl 50 mC ' mC 11,800.00







18 Ka"el GG 2 4 Su&reme % 1 rl 50 mC ' mC 12,000.00



21 Ka"el GG 2 6 Su&reme % 1 rl 50 mC ' mC 14,500.0022 Ka"el GG 3 6 Su&reme % 1 rl 50 mC ' mC 19,200.00






28 S;B ;U =! / 100 ! "h 841,900.00

29 S;B ;U =! / 150 ! "h 2,182,600.00

30 umah Panel 30 60 (m % Ksng ' unt 153,500.00


13/78

31 S$ring Kas 2 gr& Biasa unt 204,800.00



34 )B 1 P!S "h 55,100.00

35 )B 3 P!S "h 106,000.00

36 Tahanan 50 ! )er$ ;ui "h 521,100.00

37 Sa$lar Br$ Tunggal Stan+ar+ % 1 Phase ' "h 23,800.00

38 Sa$lar Br$ Seri Stan+ar+ % 1 Phase ' "h 26,300.0039 St& Knta$ Br$ Stan+ar+ % 1 Phase ' "h 23,800.00

40 St& Knta$ Br$ 3 Phase %ut B


14/78

18 -a$ !ngin Kait en+ela Biasa &s 7,100.00

19 -a$ !ngin en+ela !nti$ &s 29,000.00

20 -a$ !ngin Sen+$ Stainless * Kuningan "h 32,200.00

21 Slt Pintu Beri$ut antai "h 31,500.00

22 Slt en+ela Tunggal "h 33,000.00

23 =ngsel Pintu Uniln Stan+ar+ &s 21,000.00

24 =ngsel en+ela Uniln &s 15,000.00

25 =ngsel Patrun &s 13,700.0026 =ngsel -armni$a m1 9,100.00

27 ?r lser Kelas Stan+ar+ % Kelas Se+ang ' unt 420,000.00

28 ?r lser Kelas Stan+ar+ % Kelas Bai$ ' unt 597,500.00

29 ?r lser Kelas en+ah unt 200,000.00

30 ?r -l+er unt 205,400.00

31 ?r St&er unt 255,500.00

32 Tari$an !lmari ata/rata "h 19,500.00

33 Seng BS 30 e"ar 60 (m % 1 rl 50 mC ' m1 43,500.00

34 Seng BS 30 e"ar 90 (m % 1 rl 50 mC ' m1 53,500.00

35 Seng BS 30 * 3 0.3 mm l"r 86,900.00

36 Seng Plat l"r 50,100.00

37 aterst& e"ar 200 mm m1 57,900.00

Q BAHAN PENGIKAT UNTUK KONSTRUKSI JALAN

1 !s&al Bitumen $g 12,459.00

2 !s&al =mulsi $g 12,459.00

3 !s&al urah $g 10,890.00

4 !s&al n(rete * astn% ! /' tn 1,348,300.00

5 !s&al Threate+ Base % !TB ' tn 1,200,200.00

6 atastn *-t lls Sheet % -S ' tn 1,666,900.00

R BAHAN PENGISAP AIR SUMUR DALAM

1 Pm&a K+$ unit 172,600.00

2 Pm&a ?ragn Tegal unit 243,800.003 Pm&a ?ragn !sli unit 718,500.00

4 )esin Pm&a !ir 100 / San: unit 1,100,200.00

5 )esin Pm&a !ir 150 / San: unit 1,890,700.00

6 Pm&a Het Pum& 250 / San: unit 4,961,500.00

7 Pm&a Het Pum& 450 / San: unit 7,878,000.00

8 Pm&a Su"mersi"le $a&. 150 liter * menit 3 K unit 27,151,200.00

9 #ear Pum& Ka&. 60 liter * menit unit 15,702,700.00

10 ?ee& ell +engan $eleng$a&ann:a $a&. 150 liter * menit unit 172,052,500.00

11 -an+ il Pum& unit 5,195,300.00

S BAHAN PENAMPUNG AIR

1 Tang$i !ir ;i"er #lass 0.5 m3 % =(el ' "h 1,172,500.002 Tang$i !ir ;i"er #lass 1 m3 % =(el ' "h 1,316,400.00

3 Tang$i !ir ;i"er #lass 2 m3 % =(el ' "h 1,954,200.00

4 Ba$ K) ;i"er 60 60 "h 255,300.00

5 Ba$ Taras 40 40 "h 118,500.00

6 Ba$ K) Taras 60 60 "h 161,100.00

T ALAT TUKANG

1 Palu 0.5 $g "h 39,300.00

2 ang$ul "h 24,500.00


15/78

3 Sing$u& "h 41,400.00

4 Se$r& "h 50,100.00

5 Peng$i "h 12,300.00

6 inggis "h 41,700.00

7 l )eter 30 meter % Bahan Plasti$ ' "h 101,000.00

8 l )eter 5 meter % Bahan Besi ' "h 37,800.00

9 Selang Plasti$ untu$ ater Pas +ia. 0.5 (m m 1,600.00

10 ater Pas !lumunium 60 (m "h 88,200.00

U BAHAN BAKAR DAN PELUMAS

1 )in:a$ Tanah lt 18,000.00

2 Ka:u Ba$ar +ari Ka:u Karet m3 151,100.00

3 Bahan Ba$ar esi+u lt 28,435.00

4 )in:a$ Slar lt 7,150.00

5 Bensin Premium lt 7,800.00

6 Plus il lt 3,300.00

7 il )esran 40 S!= lt 55,000.00

8 =l&ii * "tl 15 $g 104,600.00

9 !sitilin * Btl 15.1 $g "tl 88,900.00

10 !ngin % 2 ' * "tl "tl 66,400.0011 Kar"it $g 19,400.00

12 )in:a$ Be$isting ltr 40,500.00

13 a&i+rant #ln 15,700.00

14 S+a !&i $g 35,600.00

15 Sa"un $g 2,400.00

16 !rang Ka:u $g 11,100.00

17 Ka


16/78


17/78


18/78


19/78


20/78

50

40


21/78

33.3

25

22.2

16.7

33.333333

25

22.222222

16.666667


22/78


23/78


24/78


25/78


26/78


27/78

= kurang angka 0


28/78

107200 ###


29/78


30/78


31/78

URAIAN PEKERJAAN SAT VOL

PEKERJAAN PERSIAPAN

1M' PENGUKURAN DAN PEMASANGAN BOUWPLANK

Kayu 5/7 Albasia m3 0.010

Paku biasa 2"-5" kg 0.020

Kayu papan 3/20 Albasia m3 0.007

Tukang /! 0.100

Pkr#a /! 0.100

Kpala $ukang /! 0.010

%an&r /! 0.005

T$al

'ibula$kan

1M2 PEMBERSIHAN LAPANGAN DAN PERATAAN

Pkr#a /! 0.100

%an&r /! 0.050

T$al

'ibula$kan

1 M2 PEMBUATAN DIREKSI KEET DAN LOS BAHAN

Kayu Albasia! m( 0.0)0

Paku 4 - 7 kg 0.250

*ng +lb ,* 2) )0 1)0 m lbr 0.620

Tripl 3 mm lbr 0.500

P 50 kg ak 0.100

Pasir pasang m( 0.250

,a$ak Prss b! 11.000

ngks Pasang ls 0.1500

T$al

'ibula$kan

PEKERJAAN GALIAN & URUGAN

1M3 GALIAN TANAH KERAS SEDALAM 1M

Pkr#a /! 0.625

%an&r /! 0.062

T$al'ibula$kan

1M3 URUGAN KEMBALI

Pkr#a /! 0.12

%an&r /! 0.01

T$al

'ibula$kan


32/78

1M3 PEMADATAN TANAH

Pkr#a /! 0.300

%an&r /! 0.030

T$al

'ibula$kan

1M3 URUGAN PASIR

Pasir rug m3 1.200

Pkr#a /! 0.300

%an&r /! 0.010

T$al

'ibula$kan

PEKERJAAN STRUKTUR

1M3 PASANG PONDASI BATU KALI 1PC:5 PS

,a$u bla! 15/20 m3 1.100

*mn Pr$lan& 50kg kg 136.000

Pasir pasang m3 0.544

Pkr#a /! 1.500

Tukang ba$u /! 0.600

Kpala Tukang /! 0.060

%an&r /! 0.075

T$al

'ibula$kan

1M3 MEBUAT LANTAI KERJA 1PC:3PS:5KR TEBAL 5CM

*mn Pr$lan& kg 21).000


*pli$ / Kral ,$n 2/3 m3 0.)70

Pkr#a /! 1.650

Tukang ba$u 1/2 $rampil /! 0.200

Kpala Tukang ,a$u /! 0.025

%an&r /! 0.0)0

Prala$an Kr#a $ 0.075

T$al

'ibula$kan

1 M3 Mem!"# K$%$m P"#() Be#$* Be#!%"*+ 12,12 -m . 1// + e)( 0 e,kis$ing Albasia! %3 0.400

Paku ,iasa 5" - 7" Kg 4.000

%inyak ,kis$ing $r 0.400

,si ,$n Pls Kg 100.000

Ka8a$ ,$n Kg 1.)00

*mn Pr$lan& kg 323.000

Pasir ,$n %3 0.520

,a$u Pa! 2/3 %3 0.7)0

'lkn 'ia. )-10/4m ,$g 20.000


33/78

%uil$ipl mm 120 240 lbr 1.000

Pkr#a /! 3.000

Tukang ,a$u /! 0.350

Tukang Kayu /! 1.040

Tukang ,si /! 1.050


%an&r /! 0.123T$al

'ibula$kan

1 M3 Mem!"# S%$$ Be#$* Be#!%"*+ 15,2/ -m . 1//+ e)( 0 e()#(*+

,kis$ing Albasia! %3 0.270

Paku ,iasa 5" - 7" Kg 1.500

%inyak ,kis$ing $r 0.400

,si ,$n Pls Kg 100.000

Ka8a$ ,$n Kg 2.250

*mn Pr$lan& Kg 323.000

Pasir ,$n %3 0.520,a$u Pa! 2/3 %3 0.7)0

Pkr#a /! 3.000


Tukang Kayu /! 1.040

Tukang ,si /! 1.050


%an&r /! 0.123

T$al

'ibula$kan

1M3 MEMBUAT BETON DENGAN MUTU K225

*mn Pr$lan& 50 kg kg 3)).000

Pasir b$n m3 0.40

*pli$ Pa! %sin 2/3 m3 0.)10

Air l$r 215.000

Pkr#a /! 1.500

Tukang ba$u 1/2 Trampil /! 0.500

Kpala Tukang ,a$u /! 0.050

%an&r /! 0.070

T$al

'ibula$kan

1M2 PASANG BEKISTING UNTUK LANTAI

Kayu Albasia!9 Papan m3 0.0020


%inyak bks$ing l$ 0.2000

Kayu ,alk Albasia! m3 0.0150

%ul$ipl $bal mm 120 240 lbr 0.3500

'lkn kayu galam &ia)-10/4m b$g 4.0000

Pkr#a /! 0.3000

Tukang bsi /! 0.3300


34/78


%an&r /! 0.0060

T$al

'ibula$kan

1 M3 Mem!"# P%"# L"*#"( Be#$* Be#!%"*+ . 4/ K+ Be)( 0 Be()#(*+

,$n br$ulang a&. 1P : 2 Ps : 3 Kr %3 1.000Pasang ,kis$ing un$uk lan$ai %2 10.000

,si ,$n Pls Kg 0.000

T$al

'ibula$kan

PEKERJAAN DINDING13)6.000

1M2 PASANG BATAKOPRESS 1/2/6/ 1PC:3PS

,a$ak Prss 102040 b! 11.000

*mn Pr$lan& kg 13.)00

Pasir pasang m3 0.03)

Pkr#a /! 0.300



%an&r /! 0.015

T$al

'ibula$kan

1M2 PASANG BATA MERAH TEBAL 1BATA 1PC:5PS

,a$a %ra! b! 140.000



Pkr#a /! 0.650



%an&r /! 0.030

T$al

'ibula$kan

1M2 PLESTERAN 1PC:3PS 7 TEBAL 15MM

*mn Pr$lan& kg 6.4)0


Pkr#a /! 0.200

Tukang ba$u /! 0.150Kpala Tukang /! 0.015

%an&r /! 0.010

T$al

'ibula$kan

1M2 PLESTERAN 1PC:5PS 7 TEBAL 15MM 0 ACIAN




35/78

Pkr#a /! 0.200



%an&r /! 0.010

T$al

'ibula$kan

1 M2 PASANG DINDING BUATAN URAT KA8U

*mn Pr$lan& kg 7.20

Pasir Pasang m3 0.036

Pkr#a /! 0.200

Tukang A!li /! 0.250


%an&r /! 0.030

T$al

'ibula$kan

1 m2 PASANG DINDING BUATAN SERAT KASAR

*mn Pr$lan& kg 7.20

Pasir Pasang m3 0.026

Pkr#a /! 0.100



%an&r /! 0.025

T$al

'ibula$kan

PEKERJAAN ATAP

1 m3 PASANG KUDAKUDA ATAP BENTANG MA9 ;m KA8U JATI MAS

Kayu balk a$i mas m3 1.100

Paku biasa 2"9 5"9 7" kg 3.000


,si *$rip kg 15.000

Pkr#a /! 6.000

Tukang kayu /! 1).000

Kpala Tukang /! 1.)00

%an&r /! 0.300

T$al'ibula$kan

1 m2 PASANG KASO 0 RENG ATAP ETER GELOMBANG 16 KA8U BORNEO

Kayu balk brn supr m3 0.012

Paku biasa 2"9 5"9 7" ; ,au$ kg 0.150

Pkr#a /! 0.150

Tukang kayu /! 0.100


36/78


%an&r /! 0.00)

T$al

'ibula$kan

1 m3 PASANG GORDING KA8U BORNEO SUPER

Kayu balk brn supr m3 1.100

,au$ pr kg/pak kg 2.200

Pkr#a /! 2.400

Tukang kayu /! 7.000


%an&r /! 0.120

T$al

'ibula$kan

1 m2 PASANG ATAP ETER 16 6mm .1/5/1


37/78

?ll8 4/4 @inrma$ ,$g 0.415

?ll8 2/4 @inrma$ ,$g 0.150


38/78


%an&r /! 0.030

T$al

'ibula$kan

1 M2 PASANG LANTAI KERAMIK 6/96/CM

bin kramik 40B40m b! ).000

*mn$ pr$lan& kg 11.3)0


*mn 8arna kg 1.500

Pkr#a /! 0.620



%an&r /! 0.030

T$al

'ibula$kan

1 M2 PASANG LANTAI KERAMIK 6/96/CM TERAS

bin kramik 40B40m b! ).000

*mn$ pr$lan& kg 11.3)0


*mn 8arna kg 1.500

Pkr#a /! 0.620



%an&r /! 0.030

T$al

'ibula$kan

PEKERJAAN PENGECATAN

Plamir kg 0.1000

a$ 'asar kg 0.1000

a$ Pnu$up 2 Kali kg 0.2600

Pkr#a /! 0.0200

Tukang a$ /! 0.0630


%an&r /! 0.0025

T$al

'ibula$kan

Plamir kg 0.1000

a$ 'asar kg 0.1000

a$ Pnu$up 2 Kali kg 0.2600

Pkr#a /! 0.0200

Tukang a$ /! 0.0630


1 M2 Pe*+e-"#"* Tem$ B"! INTERIOR .1 L"?() P%"m(7 1 L"?() C"# D")"

1 M2 Pe*+e-"#"* Tem$ B"! EKSTERIOR .1 L"?() P%"m(7 1 L"?() C"# D"


39/78

%an&r /! 0.0025

T$al

'ibula$kan

1 M2 Pe*+e-"#"* P%"$*@ . 3

a$ $mbk Kg 0.2000

Plamir $mbk Kg 0.1600l a$ ,! 0.0100

*$gr 8rk s 1.0000

Amplas br 0.5000

Pkr#a /! 0.2000

Tukang a$ /! 0.3000


%an&r /! 0.0100

T$al

'ibula$kan

a$ %ni Kg 0.2000

Plamir Kg 0.1500

a$ 'asar Kg 0.1700

a$ Pnu$up 2 Kali Kg 0.2600

Pkr#a /! 0.0700

Tukang a$ /! 0.000


%an&r /! 0.0025

T$al

'ibula$kan

1 U*(# K%$)e# @!@!

Kls$ &u&uk ,! 1.0000

Prlngkapan 6 C ls 1.0000

Pkr#a /! 3.3000

Tukang ,a$u /! 1.1000


%an&r /! 0.1600

T$al

'ibula$kan

1 U*(# Mem")"*+ K"* A(

Kran *$ainlss b! 1.2000Prlngkapan 35 C ls 1.0000

Pkr#a /! 0.0)10

Tukang ,a$u /! 0.1350


%an&r /! 0.0041

T$al

'ibula$kan

1 M2 Pe*+e-"#"* B(@"*+ K"! B"! .1 L"?() P%"m(7 2 %"?() -"# ?e*!#!?


40/78

1 U*(# Mem")"*+ =%$$D"(*

Dlr &rain ,! 1.0000

Pkr#a /! 0.0100

Tukang ,a$u /! 0.1000


%an&r /! 0.0050

T$al

'ibula$kan

1 U*(# B" m"*@( (e+%"))

,ak K% Dibr 60 60 b! 1.0000

Prlngkapan 1) C ls 1.0000

Pkr#a /! 0.000

Tukang ,a$u /! 1.3500


%an&r /! 0.0550

T$al

'ibula$kan

1 M' MEMASANG PIPA PVC TIPE AW 6

Pipa PE 4" m1 1.2000


Pkr#a /! 0.0360

Tukang ,a$u /! 0.0600


%an&r /! 0.001)

T$al

'ibula$kan

1 M' MEMASANG PIPA PVC TIPE AW 3

Pipa PE 3" m1 1.2000


Pkr#a /! 0.0360

Tukang ,a$u /! 0.0600


%an&r /! 0.001)

T$al

'ibula$kan

1 M' MEMASANG PIPA PVC TIPE AW 3,6 & 1,2

Pipa PE 3/4" F 1/2" m1 1.2000


Pkr#a /! 0.0360

Tukang ,a$u /! 0.0600


%an&r /! 0.001)

T$al

'ibula$kan


41/78

HARGA SAT JUMLAH HARGA . R?

. R? BAHAN UPAH TOTAL

19)709500.00 1)9705.00

239500.00 470.00

290719700.00 149501.0

)09000.00 )9000.00

509000.00 59000.00

1009000.00 19000.00

1109000.00 550.00

339676.0 149550.00 4)9227

6


42/78

509000.00 159000.00

1109000.00 39300.00

1)9300.00 1)9300

1


43/78

1519100.00 1519100.00509000.00 1509000.00)09000.00 2)9000.00)09000.00 )39200.00)09000.00 )49000.00

1009000.00 249500.00

1109000.00 139475.0049)))9566.00 3)39175.00 592719741

57217//

29)509000.00 769500.00239400.00 359100.00409500.00 169200.00209700.00 290709000.00279700.00 629325.00195)0.00 5109340.00

2559400.00 1329)0).002119100.00 164965).00509000.00 1509000.00)09000.00 2)9000.00)09000.00 )39200.00)09000.00 )49000.00

1009000.00 249500.00

1109000.00 139475.00

39760931.00 3)39175.00 491449106

6716671//

195)0.00 6139040.00

2559400.00 1259146.00

2119100.00 17091.00

15.00 39225.00

509000.00 759000.00

)09000.00 409000.00

1009000.00 59000.00

1109000.00 79700.00

129402.00 1279700.00 190409102

17/6/71//

29)509000.00 59700.00

239400.00 9360.00

409500.00 )9100.00

19)709500.00 2)9057.50

1519100.00 529))5.00

2)9000.00 1129000.00

509000.00 159000.00

)09000.00 269400.00


44/78

1009000.00 39300.00

1109000.00 660.00

2169102.50 459360.00 2619463

2;175//

190409100.002619500.00

209700.00

193229300.00 193229300

1732273//

39300.00 369300.00 Kal ba$a

195)0.00 219)04.00 'an un$uk

2339400.00 )9)6.20

509000.00 159000.00

)09000.00 )9000.00

1009000.00 19000.00

1109000.00 19650.00

66973.20 259650.00 29623

427;//

650.00 19000.00

195)0.00 359076.00

2339400.00 239)06.)0

509000.00 329500.00

)09000.00 169000.00

1009000.00 29000.00

1109000.00 39300.00

149))2.)0 539)00.00 20396)3

2/37//

195)0.00 10923).40

2339400.00 49434.60

509000.00 109000.00

)09000.00 129000.001009000.00 19500.00

1109000.00 19100.00

149673.00 249600.00 39273

3473//

195)0.00 69)25.60

2339400.00 59134.)0


45/78

509000.00 109000.00

)09000.00 129000.00

1009000.00 19500.00

1109000.00 19100.00

11960.40 249600.00 369560

3;7;//

195)0.00 11951).20

2339400.00 )9402.40

509000.00 109000.00

)09000.00 209000.00

1009000.00 29500.00

1109000.00 39300.00

1920.60 359)00.00 559721

557//

195)0.00 11951).20

2339400.00 6906).40

509000.00 59000.00

)09000.00 169000.00

1009000.00 29000.00

1109000.00 29750.00

1795)6.60 259750.00 439337

6373//

19)709500.00 290579550.00

239500.00 709500.00

239500.00 479000.00

269)00.00 4029000.00

509000.00 3009000.00

)09000.00 194409000.00

1009000.00 1)09000.00

1109000.00 339000.00

295779050.00 19539000.00 4953090506753/71//

SUPER

592)09000.00 639360.00

269)00.00 49020.00

509000.00 79500.00

)09000.00 )9000.00


46/78

1009000.00 19000.00

1109000.00 )25.00

6793)0.00 179325.00 )49705


47/78

2)9500.00 119)27.50259000.00 39750.00209000.00 129000.00

750.00 1)9750.0069500.00 269000.00

109000.00 720.00

29000.00 39625.00509000.00 59000.00)09000.00 49000.00

1009000.00 500.00

1109000.00 550.00

769672.50 109050.00 )69723


48/78

1009000.00 39500.00

1109000.00 39300.00

19403.20 659)00.00 1579203

1572//

69750.00 549000.00

195)0.00 179)0.40

2339400.00 9)02.)0

195)0.00 29370.00

509000.00 319000.00

)09000.00 2)9000.00

1009000.00 39500.00

1109000.00 39300.00

)49153.20 659)00.00 14953

15/7///

69750.00 549000.00

195)0.00 179)0.40

2339400.00 9)02.)0

195)0.00 29370.00

509000.00 319000.00

)09000.00 2)9000.00

1009000.00 39500.00

1109000.00 39300.00

)49153.20 659)00.00 14953

15/7///

19700.00 1970.00

249500.00 29450.00

209)00.00 5940).00

509000.00 19000.00

)09000.00 59040.00

1009000.00 630.00

1109000.00 275.00

9)2).00 6945.00 169773

1;7


49/78

1109000.00 275.00

14960.00 6945.00 219635

217;//

249500.00 4900.00

19700.00 39152.00

359500.00 355.00

39000.00 39000.00

49500.00 29250.00

509000.00 109000.00

)09000.00 249000.00

1009000.00 39000.00

1109000.00 19100.00

139657.00 3)9100.00 519757

517


50/78

609)00.00 609)00.00509000.00 500.00)09000.00 )9000.00

1009000.00 19000.00

1109000.00 550.00

609)00.00 109050.00 709)50

/74//

2459000.00 2459000.00

449100.00 449100.00

509000.00 459000.00)09000.00 10)9000.00

1009000.00 279000.00

1109000.00 69050.00

2)9100.00 1)69050.00 4759150

6572//

629000.00 749400.00

219700.00 219700.00

509000.00 19)00.00

)09000.00 49)00.00

1009000.00 600.00

1109000.00 1).00

69100.00 793).00 10394)

1/375//

349375.00 419250.00

129031.25 129031.25

509000.00 19)00.00

)09000.00 49)00.00

1009000.00 600.00

1109000.00 1).00

5392)1.25 793).00 60967

;/7//

69550.00 79)60.002922.50 2922.50

509000.00 19)00.00

)09000.00 49)00.00

1009000.00 600.00

1109000.00 1).00

109152.50 793).00 179551

17;//


51/78


52/78


53/78


54/78

ra! kuran 51122 p. 6509- / Ps

,angun ruma! $yp 30 &i bu$u!kan


55/78

Panang &r>il $u+a/$u+a

Batang te&i luar &r>il gan+a

.!"# $%

4 Batang 1 +an 4 %2 1,72 m' 2 6,88 m

5 Batang 2 +an 3 %2 2,332 m' 2 9,328 m

6 Batang 5 +an 8 %2 1 m' 2 4 m

7 Batang 6 +an 7 %2 2 m' 2 8 m

) Batang 9 +an 13 2 1,4 m 2,8 m

Batang 10 +an 12 2 2,441 m 4,882 m

10 Batang 11 1 2,6 m 2,6 m F

11 Panang Ttal 38,49 m

@lume "atang ttal Panang ttal 0,12 m 0,2 m

38,49 m 0,12 m 0,2 m


56/78


57/78


58/78


59/78


60/78


61/78

Re"?(#!%")( A*"%()"P$e : Pe!m""* PESONA SAMAWA

L$")( : JL GARUDA SUMBAWA BESAR

N$ JENIS PEKERJAAN S"#!"*SPESI=IKASI HARGA SATUAN

MATERIAL B8OWNER

I PEKERJAAN PERSIAPAN

1 Pmbrsian a!an m2 %anual p 139750.00

2 Pngukuran ; Pas.,u8plank m1 Kas ; Papan ,rn p 569000.00

3 Air F is$rik Kr#a s p 5009000.00

II PEKERJAAN GALIAN & URUGAN

1 +alian Tana! Pn&asi ; lag m3 %anual p 29000.00

2 rugan Tana!


62/78



V PEKERJAAN ATAP

1 Pas. A$ap +n$ng ,$n m2 +n$ng Dla$ .%u$iara p -

2 Pas. A$ap +n$ng Kaa m2 +n$ng Kaa p -

3 angka A$ap m2 ,alk 6129 Kas 579 ang 34 p -

4 ,ubungan m1 >k


63/78



5 'in&ing Kramik 2025 m2 Kramik KHA/*$ara p 1259000.00

I9 PEKERJAAN PENGECATAN

1 Pnga$an 'in&ing Hn$rir m2 *upr Einil/*$ara p 229500.00

2 Pnga$an 'in&ing yala ampu Ti$ik J% 32.5mm/*$ara p -

2 Hns$alasi Ti$ik >yala 'aya Ti$ik J% 32.5mm/*$ara p -

3 *aklar Tunggal ,! ,r p -

4 *aklar +an&a ,! ,r p -

5 *$pkn$ak ,! ,r p -

6 , Panl ni$ ?als p -

7 ampu ,! P!ilips/*$ara p -

9I PEKERJAAN INSTALASI AIR BERSIH & KOTOR

1 ls$ 'u&uk ni$ ls$ &u&uk A p -

2 Kran Air ,! Kran Air A p -

3 Dlr 'rain ,! D'


64/78



p


65/78

B(%% O !"*#(# .B$P$e : Pe!m""* PESONA SAMAWA


R!m" T?e ;5

N$ JENIS PEKERJAAN V$%!me S"#!"*SPESI=IKASI

HARSATMATERIAL


1 Pmbrsian a!an 144.000 m2 %anual p 109500

2 Pngukuran ; Pas.,u8plank 32.000 m1 Kas ; Papan ,rn p 4)9200

3 Air F is$rik Kr#a 1.000 s p 7509000

Sub.Jumlah


1 +alian Tana! Pn&asi ; lag 15.74) m3 %anual p 3)9100

2 rugan Tana!


66/78



R!m" T?e ;5

Sub.Jumlah

V PEKERJAAN ATAP

1 Pas. A$ap +n$ng ,$n )1.600 m2 +n$ng Dla$ .%u$iara p 559000

2 Pas. A$ap +n$ng Kaa 2.000 ,! +n$ng Kaa p 559000

3 angka A$ap )1.600 m2 ,alk 6129 Kas 579 ang 34 p 495309100

4 ,ubungan 5.500 m1 >k


67/78



R!m" T?e ;5

Sub.Jumlah

I9 PEKERJAAN PENGECATAN

1 Pnga$an 'in&ing Hn$rir 163.)01 m2 *upr Einil/*$ara p 169)00

2 Pnga$an 'in&ing yala ampu .000 Ti$ik J% 32.5mm/*$ara p 1509000

2 Hns$alasi Ti$ik >yala 'aya 5.000 Ti$ik J% 32.5mm/*$ara p 1509000

3 *aklar Tunggal 4.000 ,! ,r p 229500

4 *aklar +an&a 3.000 ,! ,r p 359000

5 *$pkn$ak 5.000 ,! ,r p 229500

6 , Panl 1.000 ni$ ?als p 3509000

7 ampu .000 ,! P!ilips/*$ara p 159000Sub.Jumlah


1 ls$ 'u&uk 1.000 ni$ ls$ &u&uk A p 19539500

2 Kran Air 2.000 ,! Kran Air A p )49100

3 Dlr 'rain 1.000 ,! D'


68/78



R!m" T?e ;5

4 Pk.arpr$ 0.360 m3 aba$ ,$n p 19040910

Sub.Jumlah

Total Pekerjaan


69/78

Re"?(#!%")( A*++""* B(""P$e : Pe!m""* PESONA SAMAWA


R!m" T?e ;5

N$ JENIS PEKERJAANBOBOT TOTAL

PEKERJAAN HARGA

I PEKERJAAN PERSIAPAN 0.726C p 39)049400.00

II PEKERJAAN GALIAN & URUGAN 0.16C p ))397.65

III PEKERJAAN STRUKTUR 7.5)3C p 397359065.76

IV PEKERJAAN DINDING 10.03C p 529))6901.20

V PEKERJAAN ATAP 72.10C p 3779)4)9304.00

VI PEKERJAAN PLA=OND 0.07C p 497559215.00

VII PEKERJAAN KUSEN7 JENDELA7 PINTU & RAILING 3.621C p 1)9759000.00

VIII PEKERJAAN =INISHING LANTAI 0 KERAMIK 2.12)C p 1191539010.00

I9 PEKERJAAN PENGECATAN 0.700C p 396659646.00

9 PEKERJAAN INSTALASI LISTRIK 0.40C p 291429500.00

9I PEKERJAAN INSTALASI AIR BERSIH & KOTOR 1.352C p 790)69300.009II PEKERJAAN LAIN 0.202C p 1905792).40

TOTAL 100C R? 5237443766//1

HARGA BORONGAN PERMETER PERSEGI ADALAH > TOTAL BIA8A BANGUNAN DIBAGI LUAS BANGUNAN

TTA P 10C p 52939344.00

+A>' TTA p 57693297)4.01

P p 5769329)00.00

HARGA BORONGAN R?


70/78



R!m" T?e 65


PEKERJAAN HARGA



71/78



R!m" T?e 3;


HARSATMATERIAL


1 Pmbrsian a!an 72.000 m2 %anual p 109500

2 Pngukuran ; Pas.,u8plank 24.000 m1 Kas ; Papan ,rn p 4)9200

3 Air F is$rik Kr#a 1.000 s p 7509000

Sub.Jumlah


1 +alian Tana! Pn&asi ; lag 16.5 m3 %anual p 3)9100

2 rugan Tana!


72/78



R!m" T?e 3;

2 Pas. A$ap +n$ng Kaa 2.000 b! +n$ng Kaa p 559000

3 angka A$ap 50.)00 m2 ,alk 6129 Kas 579 ang 34 p 495309100

4 ,ubungan 5.500 m1 >k


73/78



R!m" T?e 3;

5 Pnga$an is$plank 2.10 m2 a$ %inyak/*$ara p 2)9100

6 Pnga$an Tpi ,$n 10.500 m2 Einil/*$ara p 219600

Sub.Jumlah

9 PEKERJAAN INSTALASI LISTRIK

1 Hns$alasi Ti$ik >yala ampu 7.000 Ti$ik J% 32.5mm/*$ara p 1509000

2 Hns$alasi Ti$ik >yala 'aya 4.000 Ti$ik J% 32.5mm/*$ara p 1509000

3 *aklar Tunggal 3.000 ,! ,r p 229500

4 *aklar +an&a 2.000 ,! ,r p 359000

5 *$pkn$ak 4.000 ,! ,r p 229500

6 , Panl 1.000 ni$ ?als p 3509000

7 ampu 7.000 ,! P!ilips/*$ara p 159000

Sub.Jumlah


1 ls$ 'u&uk 1.000 ni$ ls$ &u&uk


74/78



R!m" T?e 3;


PEKERJAAN HARGA

I PEKERJAAN PERSIAPAN 0.762C p 296629)00.00

II PEKERJAAN GALIAN & URUGAN 0.326C p 1913795)6.13

III PEKERJAAN STRUKTUR ).065C p 2)917493)1.14

IV PEKERJAAN DINDING 11.24C p 3945496)0.45

V PEKERJAAN ATAP 67.547C p 23596595.00

VI PEKERJAAN PLA=OND 1.07C p 39)319431.25

VII PEKERJAAN KUSEN7 JENDELA7 PINTU & RAILING 4.4)0C p 1596509000.00

VIII PEKERJAAN =INISHING LANTAI 0 KERAMIK 2.30C p )934)9310.00

I9 PEKERJAAN PENGECATAN 1.3)6C p 49)4193)7.30

9 PEKERJAAN INSTALASI LISTRIK 0.66)C p 293329500.00

9I PEKERJAAN INSTALASI AIR BERSIH & KOTOR 1.7)C p 692509200.009II PEKERJAAN LAIN 0.17C p 6))9556.21

TOTAL 100C R? 36473376316

HARGA BORONGAN PERMETER PERSEGI ADALAH > TOTAL BIA8A BANGUNAN DIBAGI LUAS BANGUNAN

TTA P 10C p 349339743.15

+A>' TTA p 3)492719174.62

P p 3)492719200.00

HARGA BORONGAN R? 1/7;672////

Terbilang :

B"*+(F(7

'ia#ukanKn$rak$r

'irk$ur

'ia#ukanKn$rak$r

'irk$ur

'ia#ukanKn$rak$r

'irk$ur

'is$u#ui'Ilpr

'irk$ur


75/78



R!m" T?e 3/


HMATERIAL


1 Pmbrsian a!an )0.000 m2 %anual p

2 Pngukuran ; Pas.,u8plank 41.150 m1 Kas ; Papan ,rn p

3 Air F is$rik Kr#a 1.000 s p

Sub.Jum


1 +alian Tana! Pn&asi ; lag 14.112 m3 %anual p

2 rugan Tana! n Asbs


76/78



R!m" T?e 3/

7 Pas. Dlasing ,a#a apis *ng ,* 30 3.000 m1 ,a$ak Prss 1:5 p

Sub.Jum

VI PEKERJAAN PLA=OND

1 PlaGn& 'alam


77/78



R!m" T?e 3/

2 Hns$alasi Ti$ik >yala 'aya 4.000 Ti$ik J% 32.5mm/*$ara p

3 *aklar Tunggal 3.000 ,! Panasni / *$ara p

4 *aklar +an&a 2.000 ,! Panasni / *$ara p

5 *$pkn$ak 4.000 ,! Panasni / *$ara p

6 , Panl 1.000 ni$ ?als p

7 ampu 7.000 ,! P!ilips/*$ara p

Sub.Jum


1 ls$ ngkk 1.000 ni$ ls$ ngkk


78/78



R!m" T?e 3/


PEKERJAAN HARGA

I PEKERJAAN PERSIAPAN 5.704C p 393239430.00

II PEKERJAAN GALIAN & URUGAN 1.712C p 79341.1)

III PEKERJAAN STRUKTUR 13.1))C p 796)49453.25

IV PEKERJAAN DINDING 1).047C p 1095169027.40

V PEKERJAAN ATAP 16.5)6C p 9664932.40

VI PEKERJAAN PLA=OND 4.242C p 294719627.00

VII PEKERJAAN KUSEN7 JENDELA7 PINTU & RAILING 16.)1)C p 9)009000.00

VIII PEKERJAAN =INISHING LANTAI 0 KERAMIK 3.301C p 19239465.00

I9 PEKERJAAN PENGECATAN 7.1)6C p 491)792)5.20

9 PEKERJAAN INSTALASI LISTRIK 4.003C p 293329500.00

9I PEKERJAAN INSTALASI AIR BERSIH & KOTOR ).413C p 49029010.009II PEKERJAAN LAIN 0.)02C p 4679220.75

TOTAL 100C R? 5' TTA p 64906965).10

P p 649069700.00

HARGA BORONGAN R? 2713;755;;

Terbilang :

B"*+(F(7

'ia#ukanKn$rak$r 'ia#ukanKn$rak$r 'ia#ukanKn$rak$r 'is$u#ui'Ilpr

boq type 72 permata kemang residence

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