RAB Villa

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menghitung rab biaya pembangunan villa
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  RENCANA ANGGARAN BIAYA PROYEK: RUMAH VILLALOKASI: CIJERUK - BOGORLUAS: 230 m2NOURAIAN PEKERJAANSPESIFIKASI VOL SAT TOTAL IPEKERJAAN PERSIAPAN 1Bouplank + Pengukuran 47.00 m' 8,500 399,500 2Listrik  air ker!aB #$ner %.00 &ln 120,000 720,000 3eamana LingkunganB #$ner %.00 &ln 125,000 750,000 4uli Bongkar (uatB #$ner 1.00 ls %,000,000 %,000,000 5)ireksi it * Beeng 1.00 ls 3,500,000 3,500,000 %lat alat ker!a 1.00 ls 2,500,000 2,500,000 PEKERJAAN PERSIAPAN 13,8!, 00 IIPEKERJAAN STRUKTUR 1-alian tana Ponasi 3%.00 m3 75,000 2,700,000 2/rugan Pasir Ba$a Ponasi  loo 52.00 m2 15,000 780,000 3Lantai er!a Ba$a ponasi  looaukan 135 52.00 m2 25,000 1,300,000 4Ponasi setempat&eton 225 &esi  5.%0 m3 2,500,000 14,000,000 5Ponasi Batu ali elilingBatu ali Bela 12.45 m3 550,000 %,847,500 %loo struktur&eton 225 &esi  7.10 m3 2,500,000 17,750,000 7olom struktur&eton 225 &esi  %.85 m3 2,500,000 17,125,000 8Balok struktur&eton 225 &esi  %.70 m3 2,500,000 1%,750,000 9Plat Beton Lt.2&eton 225 &esi  14.50 m3 2,500,000 3%,250,000 10Beton tangga &eton 225 &esi  2.25 m3 2,500,000 5,%25,000 11Plat Beton tap&eton 225 &esi  1.45 m3 2,500,000 3,%25,000 12olom Praks&eton 175 &esi  2.45 m3 2,450,000 %,002,500 136ing &alok &eton 175 &esi  2.85 m3 2,450,000 %,982,500 14(e!a Beton )apur&eton 175 &esi  0.%5 m3 2,450,000 1,592,500 15)ag Leel enela an eras&eton 175 &esi  4.95 m3 2,450,000 12,127,500 PEKERJAAN STRUKTUR 1#!,# $, 00 IIIPEKERJAAN %IN%ING 1Pas. )ining &ata&ata mera 530.00 m2 %0,000 31,800,000 2Plester + a:ian 1,0%0.00 m2 52,000 55,120,000 3Plester ali iruk. 5 ; 0,5 :m 2%.00 m2 95,000 2,470,000 4Batu lam usun iriBatu nesite 2; %0 <m 32.00 m2 225,000 7,200,000 5usen Pintuamper 5;15 102.00 m' 100,000 10,200,000 %usen enela lumuniumle;ino 7:m 185.00 m' 100,000 18,500,000 PEKERJAAN %IN%ING 12 ,2!0,000 IVPEKERJAAN ATAP 16angka atap &a!a ringan-alanis 0.7mm 170.00 m2 110,000 18,700,000 2-enteng &eton setara <P :engkareng permai 170.00 m2 78,000 13,2%0,000 3ok genteng se!enissetara <P :engkareng permai 11.50 m1 42,000 483,000 4-enteng pinggir setara <P :engkareng permai 30.00 m1 51,000 1,530,000 5Lisplank -6< &oar-6< plate 53.00 m' 5%,000 2,9%8,000 PEKERJAAN ATAP 3,!#1,000 VPEKERJAAN PLAFON% 16angka PlaonBesi ollo$ 2;4 4;4 223.00 m2 38,000 8,474,000 2Penutup plaon - psum&oar a a&oar 9 mm 223.00 m2 57,000 12,711,000 3Plaon erisan-6< plate % mm 42.50 m2 85,000 3,%12,500 PEKERJAAN PLAFON% 2#,$!$, 00 HARGA SATUAN  VIPEKERJAAN LANTAI 1/rugan Pasir Ba$a Lantai 140.00 m2 15,000 2,100,000 2Lantai er!a * =loor 140.00 m2 24,000 3,3%0,000 3Lantai 6./tamaeramik (ilan 50;50 172.00 m2 95,000 1%,340,000 4Lantai (*><+<u:ieramik (ilan. 30;30 14.00 m2 90,000 1,2%0,000 5Lantai Bal:on  eraseramik (ilan. 40;40 %7.00 m2 90,000 %,030,000 %Lantai anggaeramik (ilan 50;50 10.00 m2 95,000 950,000 7)ining (*><eramik (ilan. 30;30 54.00 m2 95,000 5,130,000 8>ater proo?ng Lantai  )ag)ag talang km*$:+ ag !emur %5.00 m2 25,000 1,%25,000 PEKERJAAN LANTAI 3,$! ,000 VIIPEKERJAAN LISTRIK & ASESORIS 1ik Lampua&el @( 2;1.5 mm AA6 30.00 k 100,000 3,000,000 2Panel + (<BBo; + sekering (erlingerin 2.00 set 450,000 900,000 3ka&el oura&el 4;4 mm AA6 12.00 m' 50,000 %00,000 4top kontakB6#<# <ream 18.00 & 40,000 720,000 5aklarB6#<# <ream 18.00 & 40,000 720,000 %stop kontak anteneB6#<# <ream 3.00 & 120,000 3%0,000 7top kontak teleponB6#<# <ream 3.00 & 140,000 420,000 8=iCng lampu B6#<# <ream 30.00 & 25,000 750,000 PEKERJAAN LISTRIK & ASESORIS $,#$0,000 VIIIPEKERJAAN PLUMBING ' SANITAIR 1ar. ir &ersipipa PD< 1'5E  1*2E $ain 85.00 m' 28,000 2,380,000 2ar. ir &ekas pipa PD< 4E $ain %8.00 m' 42,000 2,85%,000 3ar. ir kotor*$:pipa PD< 4E $ain 21.00 m' 42,000 882,000 4<loset uuk## 2.00 & 2,200,000 4,400,000 5it:enFink + kran6o al 1.00 & 450,000 450,000 %Bat u&e(inera 1.00 & 3,250,000 3,250,000 7o$er6o al 2.00 & 450,000 900,000 8ran o$er6o al 2.00 & 400,000 800,000 9>astael## 2.00 & 1,500,000 3,000,000 10ran >astael + ur## 2.00 & 450,000 900,000 11et >aser+top ran6o al 2.00 & 175,000 350,000 12ran air Lokal 2.00 & 100,000 200,000 13=loor rainLokal 5.00 & 75,000 375,000 146oorainLokal 1.00 & 75,000 75,000 15umur Bor Pantek + Pipa <asingBor 30m 1.00 & 4,000,000 4,000,000 1%Pompa etpumpaonal Panasoni: 1.00 & 4,500,000 4,500,000 17>ater oren1000l ;2 Pinguin 2.00 & 1,400,000 2,800,000 18ep: ankpasangan Bata 1.00 & 2,250,000 2,250,000 19Bak ontrolpasangan Bata 4.00 & 80,000 320,000 PEKERJAAN PLUMBING ' SANITAIR 3#,88,000 I(PEK) PINTU ' JEN%ELA & KUNCI 1Pintu e LuarPanil kamper 8.00 & 950,000 7,%00,000 2Pintu kamar  r. alamPanel (ulple; 9mm 5.00 & 700,000 3,500,000 3Pintu km*$: Panel PD< 2.00 & 350,000 700,000 4un:i Pintu $ingmerk Bellu:i 2.00 set 750,000 1,500,000 5un:i pintu ruangmerk Bellu:i 9.00 & 375,000 3,375,000 %Angsel Pintumerk Bellu:i 13.00 set 80,000 1,040,000 7Angsel enelamerk Bellu:i 21.00 set %0,000 1,2%0,000 8Gak ngin enelamerk Bellu:i 21.00 set %0,000 1,2%0,000 9pringknip enelamerk Bellu:i 21.00 set %0,000 1,2%0,000 10-renel Pintu $ingmerk Bellu:i 2.00 set 150,000 300,000 11)aun enela6angka lumunium panil ka:a 48.00 m2 %50,000 31,200,000 12enela ka:a maka:a polos % mm 1.20 m2 120,000 144,000 PEK) PINTU ' JEN%ELA & KUNCI 3,13!,000 (PEK) CAT %IN%ING ' FINISHING 1<at ining alamDinile; %20.00 m2 20,000 12,400,000 2<at )ining Luar(o$ile; 390.00 m2 25,000 9,750,000 3<at PlaonDinile; 2%%.00 m2 20,000 5,320,000 4<at kusen pintu+)aun enela a u<at semi u:o merk PPA 1%4.00 m' 25,000 4,100,000 5<at aun pintu<at semi u:o merk PPA 45.00 m2 75,000 3,375,000 %<at lisplankDinile; 53.00 m' 15,000 795,000 PEK) CAT %IN%ING ' FINISHING 3 ,$#0,000 (IPEKERJAAN LAIN-LAIN 16ailling tangga+Bal:on Besi ollo$ +plat +anrail kamper 25.00 m2 385,000 9,%25,000 2Penangkal PerBesi an a&el Ba!a %mm 1.00 ls 3,500,000 3,500,000 3Pem&ersian, Buang ana+puing eluar lokasi 5.00 rit 150,000 750,000 TOTAL PEKERJAAN LAIN-LAIN 13,8$ ,000 JUMLAH 32,02, 00 %IBULATKAN 32,000,000
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