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RENCANA ANGGARAN BIAYA ( RAB ) ENGINEER ESTIMATE / EE PEKERJAAN : STRUKTUR,ARSITEKTUR DAN MEKANIKAL ELEKTRIKAL PAKET : PERENCANAAN PEMBANGUNAN GEDUNG INTENSIVE CARE UNIT (ICU) DAN RAWAT INAP (8-LAN RSUD KABUPATEN SUMEDANG SUMEDANG 2015

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Terjemahan kedalam kalimatA 52,870,000,000.00 1 SatuDua TigaEmpat imaEnamTu!uh Delapan Sembilan Sepuluh "ibu #uta $il%ar &'2()&&&&&&& basi!&&& 1erhitun"an ! &an"#a! Sepuluh ! & ! & ! ! ! ! !&&& 2 ! & ! Sepuluh ! & ! & ! ! ! ! !()& * ! ( Tu!uh +uluh !Delapan "atus Sepuluh ! ) ! & Tu!uh +uluh !Tu!uh +uluhTu!uh +uluh !Delapan "atus Tu!uh +uluh #uta ! ! !&'2 , ! & ima +uluh ! Dua Belas ! ' Duasu%ud ! 2 Lima Puluh Dua !ima +uluh DuaLima Puluh Dua !ima +uluh Dua $il%ar ! !&&& 1 ! & ! Sepuluh ! & ! & ! ! ! ! ! "upiah'- && !ima +uluh Dua $il%ar Delapan "a ima +uluh Dua $il%ar Delapan "atus Tu!uh +uluh #uta !ima +uluh Dua $il%ar Delapan "atus Tu!uh +uluh #uta "upiah !ima +uluh Dua $il%ar Delapan "atus Tu!uh +uluh #uta "upiah. ! ! ! !m, (al># =an PlataPe#. />l>m /5 80 ? 80 m rea=y mi? /4;50 23Rencana Anggaran Biaya%7 1RA)A% P$/$RJAA%a b C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistingbPe#. />l>m /; 70 ? 70 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistingPe#. />l>m /2 :0 ? 80 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAisting=Pe#. />l>m /< :0 ? :0 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistingePe#. (al>#(5 ;0 ? 80 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C [email protected]#. (al>#(2 ;0 ? :5 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAisting"Pe#. (al>#(; ;0 ? 55 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistinghPe#. (al>#(< ;0 ? 50 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistingiPe#. (al>#(a5 25 ? ns>l t A50 m 4Beton "ead% $i3 7C*'& C Besi Beton 8C2, C BeAisting2.# (>r=es Tan""a 4Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAisting 2.5. P$/$RJAA% LA%TA) $MPAT 2.5.5.Pe#erjaan />l>m, (al># =an PlataPe#. />l>m /5 80 ? 80 m rea=y mi? /4;50 25Rencana Anggaran Biaya%7 1RA)A% P$/$RJAA%a b C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistingbPe#. />l>m /; 70 ? 70 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistingPe#. />l>m /2 :0 ? 80 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAisting=Pe#. />l>m /< :0 ? :0 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistingePe#. (al>#(5 ;0 ? 80 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C [email protected]#. (al>#(2 ;0 ? :5 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAisting"Pe#. (al>#(; ;0 ? 55 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistinghPe#. (al>#(< ;0 ? 50 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistingiPe#. (al>#(a5 25 ? ns>l t A50 m 4Beton "ead% $i3 7C*&& C Besi Beton 8C2, C BeAisting 2.5.2. Pe#erjaan Tan""aLantai < s.= Lt.5 a.Pe#. Ana# Tan""a C Beton "ead% $i3 7C*'& C Besi Beton 8C2,b.Pe#. 6amparan Tan""a 4Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAisting.Pe#. (>r=es Tan""a 4Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAisting=.Pe#. (al># (>r=es Tan""a 4Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAisting 2.:. P$/$RJAA% LA%TA) L)MA 2.:.5.Pe#erjaan />l>m, (al># =an PlataPe#. />l>m /5 80 ? 80 m rea=y mi? /4;50 27Rencana Anggaran Biaya%7 1RA)A% P$/$RJAA%a b C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistingbPe#. />l>m /5 70 ? 70 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistingPe#. />l>m /2 :0 ? 80 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAisting=Pe#. />l>m /< :0 ? :0 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistingePe#. (al>#(5 ;0 ? 80 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C [email protected]#. (al>#(2 ;0 ? :5 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAisting"Pe#. (al>#(; ;0 ? 55 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistinghPe#. (al>#(< ;0 ? 50 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistingiPe#. (al>#(a5 25 ? ns>l t A50 m 4Beton "ead% $i3 7C*'& C Besi Beton 8C2, C BeAistingmPe#. -te# (esi C +eA. SteA 7olom 71 (& 3 (& Bm ?2 [email protected] C +eA. SteA 7olom 7* )& 3 )& Bm ?' [email protected] C +eA. SteA 7olom 72 r=es Tan""a 4Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2,29Rencana Anggaran Biaya%7 1RA)A% P$/$RJAA%a b C BeAisting 2.7. P$/$RJAA% LA%TA) $%AM 2.7.5.Pe#erjaan />l>m, (al># =an PlataPe#. />l>m /5 80 ? 80 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistingbPe#. />l>m /2 :0 ? 80 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistingPe#. />l>m /< :0 ? :0 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAisting=Pe#. (al>#(5 ;0 ? 80 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistingePe#. (al>#(2 ;0 ? :5 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C [email protected]#. (al>#(; ;0 ? 55 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAisting"Pe#. (al>#(< ;0 ? 50 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistinghPe#. (al>#(a5 25 ? ns>l t A50 m 4Beton "ead% $i3 7C*'& C Besi Beton 8C2, C BeAisting 2.7.2. Pe#erjaan Tan""a Lantai : s.= Lt.7 a.Pe#. Ana# Tan""a 4Beton "ead% $i3 7C*'& C Besi Beton 8C2,b.Pe#. 6amparan Tan""a 4Beton "ead% $i3 7C*'& 4Besi Beton 8C*- C Besi Beton 8C2, C BeAisting.Pe#. (>r=es Tan""a 4Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAisting=.Pe#. (al># (>r=es Tan""a 4Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAisting 2.8. P$/$RJAA% LA%TA) T1J16 2.8.5.Pe#erjaan />l>m, (al># =an PlataPe#. />l>m /5 80 ? 80 m rea=y mi? /4;50 31Rencana Anggaran Biaya%7 1RA)A% P$/$RJAA%a b C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistingbPe#. />l>m /2 :0 ? 80 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistingPe#. />l>m /< :0 ? :0 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAisting=Pe#. (al>#(5 ;0 ? 80 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistingePe#. (al>#(2 ;0 ? :5 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C [email protected]#. (al>#(; ;0 ? 55 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAisting"Pe#. (al>#(< ;0 ? 50 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistinghPe#. (al>#(a5 25 ? ns>l t A50 m 4Beton "ead% $i3 7C*'& C Besi Beton 8C2, C BeAisting 2.8.5. Pe#erjaan Tan""a Lantai 7 s.= Lt.8 a.Pe#. Ana# Tan""a 4Beton "ead% $i3 7C*'& C Besi Beton 8C2,b.Pe#. 6amparan Tan""a 4Beton "ead% $i3 7C*'& 4Besi Beton 8C*- C Besi Beton 8C2, C BeAisting.Pe#. (>r=es Tan""a 4Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAisting=.Pe#. (al># (>r=es Tan""a 4Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAisting 2.9. P$/$RJAA% LA%TA) D$LAPA% 2.9.5.Pe#erjaan />l>m, (al># =an PlataPe#. />l>m /5 80 ? 80 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistingbPe#. />l>m /2 :0 ? 80 m rea=y mi? /4;50 33Rencana Anggaran Biaya%7 1RA)A% P$/$RJAA%a b C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistingPe#. />l>m /< :0 ? :0 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAisting=Pe#. (al>#(5 ;0 ? 80 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistingePe#. (al>#(2 ;0 ? :5 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C [email protected]#. (al>#(; ;0 ? 55 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAisting"Pe#. (al>#(< ;0 ? 50 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistinghPe#. (al>#(a5 25 ? ns>l t A50 m 4Beton "ead% $i3 7C*'& C Besi Beton 8C2, C BeAisting 2.9.2. Pe#erjaan Tan""a Lantai 8 s.= Lt.Da# 5 Pe#. Ana# Tan""a 4Beton "ead% $i3 7C*'& C Besi Beton 8C2,2 Pe#. 6amparan Tan""a 4Beton "ead% $i3 7C*'& 4Besi Beton 8C*- C Besi Beton 8C2, C BeAisting; Pe#. (>r=es Tan""a 4Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAisting< Pe#. (al># (>r=es Tan""a 4Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAisting J1MLA62.9.P$/$RJAA% LA%TA) D$LAPA% 2.50.P$/$RJAA% LA%TA) DA/ ATAP 2.50.5.Pe#erjaan />l>m, (al># =an PlataPe#. />l>m /5 80 ? 80 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistingbPe#. />l>m /2 :0 ? 80 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistingPe#. />l>m /< :0 ? :0 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*-35Rencana Anggaran Biaya%7 1RA)A% P$/$RJAA%a b C Besi Beton 8C2, C BeAisting=Pe#. />l>m /5 20 ? 20 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistingePe#. (al>#(2 ;0 ? :5 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C [email protected]#. (al>#(5 20 ? #(< ;0 ? 50 m rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAistinghPe#. (al>#(a5 25 ? l>m /5 20 ? 20 mR>>@ Tan# rea=y mi? /4;50 C Beton "ead% $i3 7C*'& C Besi Beton 8C*- C Besi Beton 8C2, C BeAisting J1MLA62.50.P$/$RJAA% LA%TA) DA/ ATAP ))). P$/$RJAA% M$/A%)/AL;.5. P$/$RJAA% LA%TA) (A-$M$%T;.5.5.Pe#erjaan Air />t>r #e (i>Blter a.C+ipa +>C dia. C dia. ,G CElbo/ dia. ,G CElbo/ dia. C dia. C dia. ,G J1MLA6;.5.P$/$RJAA% LA%TA) (A-$M$%T ;.2. P$/$RJAA% LA%TA) -AT1;.2.5.Pe#erjaan Air />t>r a.C+ipa +>C dia. 2G C+ipa +>C dia. ,G CElbo/ dia. ,G +emipaan Air Aotor padat +>C 7elas 1& AgJBm2 4+emipaan Air Aotor padat +>C 7elas 1& AgJBm2 437Rencana Anggaran Biaya%7 1RA)A% P$/$RJAA%a bC Elbo/ dia. 2G C SoBAet dia. ,G C SoBAet dia. 2G C Tee Ka% dia 2G 3 ,G C Tee Ka% dia ,G 3 C 7elas 1& AgJBm2 4C +ipa +>C dia. C dia. ,G ;.;. P$/$RJAA% LA%TA) D1A;.;.5.Pe#erjaan Air />t>r a.C +ipa +>C dia. 2G C +ipa +>C dia. ,G C Elbo/ dia. ,G C Elbo/ dia. 2G C SoBAet dia. ,G C SoBAet dia. 2G C Tee Ka% dia 2G 3 ,G C Tee Ka% dia ,G 3 C 7elas 1& AgJBm2 4C +ipa +>C dia. C dia. ,G ;.1 46Rencana Anggaran Biaya%7 1RA)A% P$/$RJAA%a b 7usen alumunium pro1l /arna ,G 7aBa bening < mm A+as. 7usen dan daun !endela t%pe B>2 7usen alumunium pro1l /arna ,G 7aBa bening < mm l+as."angAa EDinding :ordeng +asien ,.*.2Pe#erjaan [email protected]>n= a +as. "angAa pla0ond dgn metal 0urring b +as. +enutup pla0ond dgn g%psum - mm B+as. +enutup pla0ond dgn :"C - mm d +as. is pinggirJsudut pro1l g%psum 1& Bm ,.*.*Pe#erjaan Penutup Lantai =an Din=in" a +eA. +asir 8rug antai 1 t=' Bm b +eA. +as. 7eramiA lantai n Pra#tis a +eA. +as. Dinding bata merah 1 pB 4 * psr b +eA. +as. Dinding bata merah 1 pB 4 ' psr B+eA. +lesteran dinding [email protected] t = 2 Bm, 1 pB 4 * psr d +eA. +lesteran dinding t = 2 Bm, 1 pB 4 ' psr e+eA. +lesteran Aolom M baloA t = 2 Bm, 1 pB 4 ' psr 0+eA. ABian plesteran g +eA. 7olom praAtis 1' 3 1' Bm Beton 722' Besi 82, BeAisting h +eA. Dinding Beton t=1' Bm Beton 722' Besi 82, BeAisting i +eA. BaloA 7anopi 1' 3 ,& Bm Beton 722' Besi 82, Besi 8*- BeAisting I.,.1Pe#erjaan /usen Pintu, Jen=ela, =an /aa a +as. 7usen dan daun pintu t%pe +1 7usen alumunium pro1l /arna ,G Daun pintu panel Aa%u,glass/ool double $egateaA 7aBa bening < mm +engaman daun pintu stainless b +as. 7usen dan daun pintu t%pe +2 7usen alumunium pro1l /arna ,G Daun pintu panel Aa%u,glass/ool double $egateaA 7aBa bening < mm +engaman daun pintu stainless B +as. 7usen dan daun pintu t%pe +* 7usen alumunium pro1l /arna ,G 48Rencana Anggaran Biaya%7 1RA)A% P$/$RJAA%a b Daun pintu panel Aa%u,glass/ool double $egateaA 7aBa bening < mm +engaman daun pintu stainless d +as. 7usen dan daun pintu t%pe +, 7usen alumunium pro1l /arna ,G Daun pintu panel Aa%u 7aBa bening < mm +engaman daun pintu stainless e +as. 7usen dan daun pintu t%pe +' 7usen alumunium pro1l /arna ,G Daun pintu panel Aa%u,glass/ool ,$egateaAbag dalam lap +lat A 0 +as. 7usen dan daun pintu t%pe +< 7usen Ba!a 7anal C1&& 3'&32&31,< "angAa Daun pintu plat besi 2mm ,"oBA/ooldan +lat besi 2 mm 7aBa bening < mm g +as. 7usen dan daun pintu t%pe +) 7usen alumunium pro1l /arna ,G Daun pintu panel Aa%u,glass/ool ,$egateaAbag dalam lap +lat A h +as. 7usen dan daun !endela t%pe #1 7usen alumunium pro1l /arna ,G Daun !endela "angAa Aluminium 7aBa bening < mm I.,.1Pe#erjaan [email protected]>n= a +as. "angAa pla0ond dgn metal 0urring b +as. +enutup pla0ond dgn g%psum - mm B +as. +enutup pla0ond dgn :"C - mm d +as. is pinggirJsudut pro1l g%psum 1& Bm I.,.1Pe#erjaan Penutup Lantai =an Din=in" a +eA. +asir 8rug antai 1 t=' Bm b +eA. +as. 7eramiA lantai in%l 0 +eA. +as. Coating Katerproo1ng lantai Aamar mandi I.'.'Pe#erjaan /uni =an Pen""antun" a +as. Engsel pintu b +as. Engsel pintuBesi B +as. Engsel !endela d Slot #endela e +as. 7unBi daun pintu 7aBa 0 +as.=andle daun +intu g +as.=andle daun +intu Besi h +as.+loor =inge i +as. 7unBi pintu silinder untuA 7$JKCI.'.n Pra#tis a +eA. +as. Dinding bata merah 1 pB 4 * psr b +eA. +as. Dinding bata merah 1 pB 4 ' psr B +eA. +lesteran dinding [email protected] t = 2 Bm, 1 pB 4 * psr d +eA. +lesteran dinding t = 2 Bm, 1 pB 4 ' psr e +eA. +lesteran Aolom M baloA t = 2 Bm, 1 pB 4 ' psr 0 +eA. ABian plesteran g +eA. 7olom praAtis 1' 3 1' Bm Beton 722' Besi 82, BeAisting h +eA. Dinding Beton t=1' Bm Beton 722' Besi 82, BeAisting i +eA. BaloA 7anopi 1' 3 ,& Bm Beton 722' Besi 82, Besi 8*- BeAisting I.in%l 0 +eA. +as. Coating Katerproo1ng lantai Aamar mandi I.n Pra#tis a +eA. +as. Dinding bata merah 1 pB 4 * psr b +eA. +as. Dinding bata merah 1 pB 4 ' psr B +eA. +lesteran dinding [email protected] t = 2 Bm, 1 pB 4 * psr d +eA. +lesteran dinding t = 2 Bm, 1 pB 4 ' psr e +eA. +lesteran Aolom M baloA t = 2 Bm, 1 pB 4 ' psr 0 +eA. ABian plesteran g +eA. 7olom praAtis 1' 3 1' Bm Beton 722' Besi 82, BeAisting h +eA. Dinding Beton t=1' Bm Beton 722' Besi 82, BeAisting i +eA. BaloA 7anopi 1' 3 ,& Bm Beton 722' Besi 82, Besi 8*- 57Rencana Anggaran Biaya%7 1RA)A% P$/$RJAA%a b BeAisting ,.(.2Pe#erjaan /usen Pintu, Jen=ela, =an /aa a +as. 7usen dan daun pintu t%pe +1 7usen alumunium pro1l /arna ,G Daun pintu panel Aa%u,glass/ool double $egateaA 7aBa bening < mm +engaman daun pintu stainless b +as. 7usen dan daun pintu t%pe +2 7usen alumunium pro1l /arna ,G Daun pintu panel Aa%u,glass/ool double $egateaA 7aBa bening < mm +engaman daun pintu stainless B +as. 7usen dan daun pintu t%pe +* 7usen alumunium pro1l /arna ,G Daun pintu panel Aa%u,glass/ool double $egateaA 7aBa bening < mm +engaman daun pintu stainless d +as. 7usen dan daun pintu t%pe +, 7usen alumunium pro1l /arna ,G Daun pintu panel Aa%u 7aBa bening < mm +engaman daun pintu stainless e +as. 7usen dan daun pintu t%pe +' 7usen alumunium pro1l /arna ,G Daun pintu panel Aa%u,glass/ool ,$egateaAbag dalam lap +lat A 0 +as. 7usen dan daun pintu t%pe +< 7usen Ba!a 7anal C1&& 3'&32&31,< "angAa Daun pintu plat besi 2mm ,"oBA/ooldan +lat besi 2 mm 7aBa bening < mm g +as. 7usen dan daun pintu t%pe +) 7usen alumunium pro1l /arna ,G Daun pintu panel Aa%u,glass/ool ,$egateaAbag dalam lap +lat A h +as. 7usen dan daun !endela t%pe #1 7usen alumunium pro1l /arna ,G Daun !endela "angAa Aluminium 7aBa bening < mm ,.(.*Pe#erjaan [email protected]>n= a +as. "angAa pla0ond dgn metal 0urring b +as. +enutup pla0ond dgn g%psum - mm B +as. +enutup pla0ond dgn :"C - mm d +as. is pinggirJsudut pro1l g%psum 1& Bm ,.(.,Pe#erjaan Penutup Lantai =an Din=in" 58Rencana Anggaran Biaya%7 1RA)A% P$/$RJAA%a b a +eA. +asir 8rug antai 1 t=' Bm b +eA. +as. 7eramiA lantai ry a Nloor Drainer b Closet duduA $onobloA Karna standar B Tisue holder d 7ran air dinding e 7ran air sinAJ/asta0el 0 7ran Sho/er g Kasta0el h SinA spoel hoeA i Cermin 1 7usen alumunium pro1l /arna ,G 7aBa bening < mm ,.-.*Pe#erjaan [email protected]>n= a +as. "angAa pla0ond dgn metal 0urring b +as. +enutup pla0ond dgn g%psum - mm B +as. +enutup pla0ond dgn :"C - mm d +as. is pinggirJsudut pro1l g%psum 1& Bm ,.-.,Pe#erjaan Penutup Lantai =an Din=in" a +eA. +asir 8rug antai 1 t=' Bm b +eA. +as. 7eramiA lantai ry a Nloor Drainer b Closet duduA $onobloA Karna standar B Tisue holder d 7ran air dinding 61Rencana Anggaran Biaya%7 1RA)A% P$/$RJAA%a b e 7ran air sinAJ/asta0el 0 7ran Sho/er g Kasta0el h SinA spoel hoeA i Cermin n= a +as. "angAa pla0ond dgn metal 0urring b +as. +enutup pla0ond dgn g%psum - mm B +as. +enutup pla0ond dgn :"C - mm d +as. is pinggirJsudut pro1l g%psum 1& Bm ,.1&.1Pe#erjaan Penutup Lantai =an Din=in" a +eA. +asir 8rug antai 1 t=' Bm b +eA. +as. 7eramiA lantai