PEMERINTAH KABUPATEN REJANG LEBONGGAMBAR RENCANA(DRAFT)TAHUN ANGGARAN 2014PEMERINTAH KABUPATEN REJANG LEBONGGAMBAR RENCANA(DRAFT)PEMBANGUNAN PONDOK PESANTRENKABUPATEN REJANG LEBONGLAND CLEANING DAN INFRASTRUKTUR DASAR1 PaketJambu kelin!"1#TAHUN ANGGARAN 2014PEMBANGUNAN PONDOK PESANTRENLAND CLEANING DAN INFRASTRUKTUR DASARREKAPITULASI ANGGARAN BIAYA Kegiatan:PEMBANGUNAN PONDOK PESANTREN KABUPATEN REJANG LEBONG Pekerjaan:LAND CLEANING V!"#e:$ Paket Lka%i:Ja#&" ke!ing Ta'"n Anggaran: ()$* N+Uraian PekerjaanAPEKERJAAN PERSIAPAN BPEKERJAAN LAND CLEANING DAN CUT AND FILL CPEKERJAAN PAGAR KELILING DPEKERJAAN JALAN LAPEN EPEK$ PA%ING BLOCK FPEKERJAAN PELAPIS GPEKERJAAN LAIN LAIN JUMLA& TOTALDIBULATKANTERBILANG :Cu'u()De*embe' !"1#Dibuat Ole+ ,------------$$,,,,,,,,,,,,,,,+,,,,,,,,,,,,+--------------$$ DUA MILYAR SERATUS LIMA PULUH SATU JUTA ENAM RATUS SEMBILAN PULUH DUA RIBU RUPIAHREKAPITULASI ANGGARAN BIAYAJ"#!a' R(.)/"")"""$"" R(!01)1#0)0.#$1! R(2/1)032)1/"$/1 R(###).!")1""$"" R(//.)#1/)!""$"" R(101)2.")"""$"" R(1)""")"""$"" R- (.$/$.01(.)2/+*) R- (.$/$.01(.)))+)) Cu'u()De*embe' !"1# NOL RUPIAHDibuat Ole+ ,------------$$,,,,,,,,,,,,,,,+,,,,,,,,,,,,+--------------$$DUA MILYAR SERATUS LIMA PULUH SATU JUTA ENAM RATUS SEMBILAN PULUH NOL RUPIAHRENCANA ANGGARAN BIAYA 3RAB4 Kegiatan: PEMBANGUNAN PONDOK PESANTRENKABUPATEN REJANG LEBONG Pekerjaan: LAND CLEANING DAN IN5RASTRUKTUR DASAR V!"#e: $ Paket Lka%i: Ja#&" ke!ing Ta'"n Anggaran: ()$* N4$U'aian Peke'5aan Anali*a %4lumeAPEKERJAAN PERSIAPAN 1Penuku'an 6an Pemat4kan SiteL*1$"""Unit.)""")"""$"" !Pa(an Nama P'47ek L*1$"""Unit /"")"""$"" BPEKERJAAN LAND CLEANING DAN CUT AND 5ILL 1Pematanan La+an 8 Lan6 Clea'in EI9..1 0)110$3/"m! 2)10"$#3 !Peke'5aan Galian : Pembentukan La+an8le;elin 1/8!"ABK9G 2$.0$B12$3#"m.#)!.#)/3"$13 3 Pek$ K4l4m !"8!"ABK9G 2$#"$B12$#/2m.2)/#1)011$2/ 1 Pek Rin Bal4k 1.8!"ABK9G 2$#1$A1#$/"1m.3)10.)121$12 0 Pek$ Pa*anan Bata 1, #ABK9D 2$11 1)!!3$2""m! 0")##"$"" 1" Pek Ple*te'an 1,#ABK9E 2$# !)#//$!""m! .#)02"$"" 11 Pek$ Be*i L ? Ka=at Du'iL*//1$"""m 3/)"""$"" 1! Pek Cat Din6inABK9N 2$1# A !)#//$!""m! 1#)."!$"" DPEKERJAAN JALAN LAPEN 1 Pek$ Tel>4'6 L* !3/$"""m. 11/)"""$"" ! Pek$ La(en L*1).3/$"""m@ 13)"""$"" . Pek$ Pa*anan Bata D'aina*e ABK9C 2$/ ./!$"""m! //0)#""$"" # Pek$ Ple*te'an 1 , # ABK9E 2$#!)!""$"""m@ .#)02"$"" EPEK+ PAVING BLOCK 1Pek$ Pa*i' u'uABK9B 2$11 ../$!""b+ 1/1)"""$"" !Pek$ Pa;in Bl4AkL*.)./!$"""b+ 1/")"""$"" 5PEKERJAAN PELAPIS 1 Pek$ Galian Tana+ABK9B 2$1 1)!!/$"""m. !1)"""$"" ! Pek$ Pa*anan Batu 1 , #ABK9C 2$/!/"$"""m. //0)#""$"" . Pa*$ Ple*te'an 1 , #ABK9E 2$#/""$"""m! .#)02"$"" GPEKERJAAN LAIN LAIN 1 Pembe'*i+a Ak+i'L*1$"""m!1)""")"""$"" &a'a Satuan 0.00&&0M) R'.Paku b"a1a 2B % &B0.0&000K$ R'.Pk+,a0.01000O- R'.Tuka#$0.20000O- R'.K'a!a 3uka#$0.02000O- R'.KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA SATUANABK%F (.40 1 M1 PASANGAN LISTPLANK PAPAN ) : 2&CMKa5u 'a'a# kua!"3a1 ba"k =13a+a K!a1 II>0.01100M) R'.Paku b"a1a 2B % &B0.0&000K$ R'.Pk+,a0.01000O- R'.Tuka#$0.20000O- R'.K'a!a 3uka#$0.02000O- R'.Ma#./+0.00&00O- R'. ABK%K (.2(1 M2 PASANG JALUSI KA@U Ka5u 'a'a# kua!"3a1 ba"k =13a+a K!a1 II>0.0110 R'. 0.0&00 K$ R'.Pk+,a0.1100 O- R'.Tuka#$ ka5u0.2200 O- R'.K'a!a 3uka#$0.0220 O- R'.Ma#./+0.00&0 O- R'. ABK%K (.271 M2 PASANG KONSTRUKSI KUDA KUDA KA@U KLS II ? GORDINGKa5u kua!"3a1 ba"k =13a+a K!a1 II>1.1000R'.B1" 13+"'1&.0000K$ R'.Paku b"a1a 2B % &B0.7000K$ R'.Pk+,a4.0000O- R'.Tuka#$ ka5u12.0000O- R'.K'a!a 3uka#$1.2000O- R'.Ma#./+0.2000O- R'. ABK%K (.201 M2 PASANG KONSTRUKSI RANGKA ATAP KA@U Ka5u kua!"3a1 ba"k =13a+a K!a1 II>0.0120 R'.Paku b"a1a 2B % &B0.1&00 K$ R'.Pk+,a0.1000 K$ R'.Tuka#$ ka5u0.1000 O- R'.K'a!a 3uka#$0.0100 O- R'.Ma#./+0.00&0 O- R'.ANALISA BIAYA KONSTRUKSI PEKERJAAN BETON DAN BEGISTING (ABK-G)ABK%G (.1 1 M) RABAT BETON TUMBUK 1 PC 2 ) PS 2 & KRSm# T5' M217.00000K$ R'.K/+a! b+1"-0.76000M)R'.Pa1"+ 'a1a#$0.&2000M) R'.Pk+,a1.(&000O- R'.Tuka#$0.2&000O- R'.K'a!a 3uka#$0.02&00O- R'.Ma#./+0.07000O- R'.ABK%G (.1) 1 M) MEMBUAT BETON BERTULANG 1 PC 2 2 PS 2 ) KRSm# T5' I)2).00000K$ R'.Pa1"+ B3/#0.&2000M) R'.K/+a! b+1"-0.67000M) R'.Pk+,a1.(&000O-R'.Tuka#$ ba3u0.2&000O-R'.K'a!a 3uka#$0.02&00O-R'.Ma#./+0.72&00O-R'.ABK%G (.2& 1 KG8M) PEMBESIAN BETON BERTULANGB1" b3/#1.0&000K$ R'.KaCa3 b3/#0.01&00K$ R'.Pk+,a0.00600O-R'.Tuka#$ b1"0.00600O-R'.K'a!a Tuka#$0.00060O-R'.Ma#./+0.000)0O-R'.M)Paku b"a1a 182B % 1BM)M)KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA SATUANABK%G (.)( 1 M) MEMBUAT BETON BERTULANG 1 PC 2 2 PS 2 ) SPLIET DENGAN MUTU K.22&Sm# T5' I400.00000K$ R'.Pa1"+ B3/#0.40000M) R'.S'!"3 28) 4m0.72000M) R'.Pk+,a(.00000O-R'.Tuka#$ ba3u1.00000O-R'.K'a!a 3uka#$0.10000O-R'.Ma#./+0.)0000O-R'.ABK%G (.27 1 M2 MEMBUAT BEGISTING UNTUK PONDASIKa5u 'a'a# k!a1 IPmb1"a#=ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.28>Pmb1"a# E 12 % 10 4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.28>Pmb1"a# E 12 % 10 4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.28>Pmb1"a# E 12 % 10 4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.29>B3/# 1 2 2 2 ) =ABK-G 6.13>KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA SATUAN 10.00000M2 R'. 1(1.26&&2K$ R'. 1.00000M) R'.ABK%G (.)0.B 1 M) MEMBUAT BALOK SLOOF BETON BERTULANG1&820 CM 1).)))))M2 R'. 11&.)0)10K$ R'. 1.00000M) R'.ABK%G (.40.A 1 M) MEMBUAT KOLOM BETON BERTULANG)&8&0 4m 0.61000M2 R'. 210.&7000K$ R'. 1.00000M) R'.ABK%G (.40.B 1 M) MEMBUAT KOLOM BETON BERTULANG2&82& 4m 1).)0000M2 R'. 1)&.00000K$ R'. 1.00000M) R'.ABK%G (.40.C 1 M) MEMBUAT KOLOM BETON BERTULANG40840 4m 10.00000M2 R'. 147.)&&00K$ R'. 1.00000M) R'.ABK%G (.40.D 1 M) MEMBUAT KOLOM BETON BERTULANG)&8&0 CMB$"13"#$ ? '+a#4a-0.14000M2 R'. 210.&0(00K$ R'. 1.00000M) R'.ABK%G (.40.E 1 M) MEMBUAT KOLOM BETON BERTULANG)&8)& CMB$"13"#$ ? '+a#4a-11.427&6M2 R'. 100.444(0K$ R'. 1.00000M) R'.ABK%G (.40.A 1 M) MEMBUAT KOLOM BETON BERTULANG2082& CMB$"13"#$ ? '+a#4a-17.00000M2 R'. 00.0171)K$ R'. 1.00000M) R'.ABK%G (.40.B 1 M) MEMBUAT KOLOM BETON BERTULANG20820 CMB$"13"#$ ? '+a#4a-20.00000M2 R'. 00.)0)10K$ R'. 1.00000M) R'.ABK%G (.40.C 1 M) MEMBUAT KOLOM BETON BERTULANG1)81) CMB$"13"#$ ? '+a#4a-)0.6(02)M2 R'. 177.02&&(K$ R'. 1.00000M) R'.ABK%G (.41.A 1 M) MEMBUAT BALOK LANTAI BETON BERTULANG 2&8&0 CM 10.00000M2 R'. 240.02000K$ R'. 1.00000M) R'.ABK%G (.41.A.2 1 M) MEMBUAT BALOK LANTAI BETON BERTULANG 2&8(0 CM 11.427&6M2 R'. 242.00000K$ R'. 1.00000M) R'.ABK%G (.41.B 1 M) MEMBUAT BALOK LANTAI BETON BERTULANG 1&8(0 CM 1&.00000M2 R'. 102.42)74K$ R'. 1.00000M) R'.ABK%G (.41.C 1 M) MEMBUAT BALOK LANTAI BETON BERTULANG 2&840 CM 10.&0000M2 R'. 1((.746&0K$ R'. 1.00000M) R'.B$"13"#$ ? '+a#4a- =ABK-G 6.29>Pmb1"a# ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.29>Pmb1"a# ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.30>Pmb1"a# 10 E 10 ?( E 1(; 4"#4"# E 7 % 1081& 4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.30>Pmb1"a# 7 E 12; 4"#4"# E ( % 1081& 4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.30>Pmb1"a# 12 E 1(; 4"#4"# E 7 % 10 4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>Pmb1"a# 10 E 10 ?( E 1(; 4"#4"# E 7 % 1081& 4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>Pmb1"a# 12 E 1(; 4"#4"# E 7 % 10 4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>Pmb1"a# =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>Pmb1"a# =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>Pmb1"a#=ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.31>Pmb1"a# 12 E 10 ; 4"#4"# E 7 % 1081&4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.31>Pmb1"a# 14 E 10 ; 4"#4"# E 7 % 1081&4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.31>Pmb1"a# 7 E 1(; 4"#4"# E 7 % 10 4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.31>Pmb1"a# 7 E 1(; 4"#4"# E 7 % 10 4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA SATUANABK%G (.41.D 1 M) MEMBUAT BALOK LANTAI BETON BERTULANG 208)0 CM 1).)))))M2 R'. 200.2)(47K$ R'. 1.00000M) R'.ABK%G (.41.E 1 M) MEMBUAT RING BALOK BETON BERTULANG 208)0 CMB$"13"#$ ? '+a#4a-1).)0000M2 R'. 04.12&00K$ R'. 1.00000M) R'.ABK%G (.41.A 1 M) MEMBUAT RING BALOK BETON BERTULANG 1)820 CM 20.)74(2M2 R'. 1)0.7)672K$ R'. 1.00000M) R'.ABK%G (.41.B 1 M) MEMBUAT BALOK GANTUNG 1&820 CM 17.)))))M2 R'. 11&.)0)10K$ R'. 1.00000M) R'.ABK%G (.41.* 1 M) MEMBUAT RING BALOK BETON BERTULANG 1)81& CM 17.)))))M2 R'. 11&.)0)10K$ R'. 1.00000M) R'.ABK%G (.41.*.1 1 M) MEMBUAT LIST PLANK KONSOL BETON BERTULANG 128(0 CM 17.)))))M2 R'. 161.4)426K$ R'. 1.00000M) R'.ABK%G (.4) A 1 M) MEMBUAT PLAT LANTAI BETON BERTULANG TEBAL 12CM DENGAN MUTU K.22& 7.))000M2 R'. 1)).46200K$ R'. 1.00000M) R'.ABK%G (.4) B 1 M) MEMBUAT TANGGA BETON BERTULANG DENGAN MUTU K.22& 7.))000M2 R'. 10&.70000K$ R'. 1.00000M) R'.ABK%G (.4) A 1 M) MEMBUAT PLAT BETON BERTULANG TEBAL 12CM 7.))000M2 R'. 260.)0000K$ R'. 1.00000M) R'.ABK%G (.4) B 1 M) MEMBUAT PLAT BETON BERTULANG TEBAL 7CM 12.&0000M2 R'. 07.(4000K$ R'. 1.00000M) R'.ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP ATAP (ABK-H) ABK%* (.)21 M2 PASANGAN ATAP GENTENG METALG#3#$ m3a! '/!/1; 1.(2000Lb+ R'.Paku81k+u' $#3#$0.20000K$ R'.Pk+,a0.20000O- R'.Tuka#$0.10000O- R'.K'a!a 3uka#$0.01000O- R'.Ma#./+0.00100O- R'. ABK%* (.))1 M2 PASANGAN ATAP SENG BJLS 20S#$ G!/mba#$ 0.6000!b+ R'.Paku S#$0.0200k$ R'.Pk+,a0.4000O- R'.B$"13"#$ ? '+a#4a- =ABK-G 6.31>Pmb1"a# ( E 1(; 4"#4"# E 7 % 10 4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>Pmb1"a# ( E 1(; 4"#4"# E 7 % 1&820 4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.31>Pmb1"a#=ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.31>Pmb1"a#=ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.31>Pmb1"a#=ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.31>Pmb1"a# =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.32>Pmb1"a# =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.36>B$"13"#$ ? '+a#4a- =ABK-G 6.34>Pmb1"a# E 12 % 10 4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.36>B$"13"#$ ? '+a#4a- =ABK-G 6.32>Pmb1"a# =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.32>Pmb1"a# =ABK-G 6.25>B3/# 1 2 ) 2 & =ABK-G 6.1KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA SATUANTuka#$ Ka5u0.2000O- R'.K'a!a Tuka#$0.0200O- R'.Ma#./+0.0020O- R'. ABK%* (.)41 M1 PASANGAN NOK SENG GELOMBANG BJLS )0S#$ P!a3 0.)000!b+ R'.Paku S#$0.0400k$ R'.Pk+,a0.1&00O- R'.Tuka#$ Ka5u0.0600O- R'.K'a!a Tuka#$0.0070O- R'.Ma#./+0.00(0O- R'. ABK%* (.)(1 M1 PASANGAN BUBUNGAN8DALLFLAS*ING GENTENG METALBubu#$a#8#/k $#3#$ m3a! bu!a31.10000M1 R'.Paku81k+u' $#3#$0.04000K$ R'.Pk+,a0.1&000O- R'.Tuka#$0.06000O- R'.K'a!a 3uka#$0.00700O- R'.Ma#./+0.00(00O- R'.ANALISA BIAYA KONSTRUKSI PEKERJAAN LANGIT-LANGIT (ABK-I) ABK%I (.)71 M2 RANGKA PLAFOND0.01000 M) R'.Paku b"a1a 2 B % & B 0.10000 K$ R'.Pk+,a 0.20000 O- R'.Tuka#$ 0.)0000 O- R'.K'a!a 3uka#$ 0.0)000 O- R'.Ma#./+ 0.01000 O- R'.Ka5u kua!"3a1 ba"k; ba$"a# baCa- ."1+u3 =setara Klas II>KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA SATUANABK%I (.10 1 M2 PLAFOND PL@DOOD 4 mmP!5C//. 242 4m : 122 4m : 0.04 4m 0.)6&00 Lb+ R'.Paku T+"'!k 0.0)000 K$ R'.Pk+,a 0.06000 O- R'.Tuka#$ 0.10000 O- R'.K'a!a 3uka#$ 0.01000 O- R'.Ma#./+ 0.00)&0 O- R'.ABK%I (.10 1 M1 PASANGAN LIST PLAFOND KA@U PROFIL SIKUKa5u '+/F"! 1"ku 1.0&000 M1 R'.Paku 2B % &B 0.01000 K$ R'.Pk+,a 0.0&000 O- R'.Tuka#$ 0.0&000 O- R'.K'a!a 3uka#$ 0.00&00 O- R'.Ma#./+ 0.00)00 O- R'.ABK%I (.24 1 M2 PLAFOND GRC ).& MMGRC ).&mm 0.)(400 Lb+ R'.Paku 1k+u' 0.11000 K$ R'.Pk+,a 0.10000 O- R'.Tuka#$ 0.0&000 O- R'.K'a!a 3uka#$ 0.00&00 O- R'.Ma#./+ 0.00&00 O- R'.ANALISA BIAYA KONSTRUKSI PEKERJAAN SANITASI (ABK-J) ABK%J (.11 BUA* MEMASANG KLOSED DUDUKK!/1. .u.uk1.00000B- R'.P+!#$ka'a# =(G .a+" -a+$a k!/1.>1.00000U#"3 R'.Sm# PC(.00000K$ R'.Pa1"+ 'a1a#$8'a1"+ b3/#0.01000M) R'.Pk+,a1.00000O- R'.Tuka#$1.&0000O- R'.K'a!a 3uka#$1.&0000O- R'.Ma#./+0.1(000O- R'. ABK%J (.21 BUA* MEMASANG KLOSED JONGKOKK!/1. ,/#$k/k1.00000B- R'.Sm# T5' M(.00000K$ R'.Pa1"+ 'a1a#$0.01000M) R'.Pk+,a1.00000O- R'.Tuka#$1.&0000O- R'.K'a!a 3uka#$1.&0000O- R'.Ma#./+0.10000O- R'. ABK%J (.&1 BUA* MEMASANG DAS*TAFELDa1-3aF!1.00000B- R'.P+!#$ka'a# =12G .a+" -a+$a bak>1.00000U#"3 R'.Sm# PC(.00000K$ R'.Pa1"+ 'a1a#$8'a1"+ b3/#0.01000M) R'.Pk+,a1.20000O- R'.Tuka#$1.4&000O- R'.K'a!a 3uka#$0.1&000O- R'.Ma#./+0.10000O- R'. ABK%J (.61 BUA* MEMASANG BAK MANDI FIBREGLASSKODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA SATUANBak F"b+$!a111.00000B- R'.P+!#$ka'a# =17G .a+" -a+$a bak>1.00000U#"3 R'.Pk+,a1.70000O- R'.Tuka#$2.60000O- R'.K'a!a 3uka#$0.&4000O- R'.Ma#./+0.11000O- R'. ABK%J (.))1 BUA* MEMASANG BAK CUCI PIRING8SINK STAINLES STEELS"#k 13a"#!1 13!1.00000B- R'.P+!#$ka'a# =17G .a+" -a+$a bak>1.00000U#"3 R'.Pk+,a0.0)000O- R'.Tuka#$0.)0000O- R'.K'a!a 3uka#$0.0)000O- R'.Ma#./+0.001&0O- R'.ANALISA BIAYA KONSTRUKSI PEKERJAAN KAYU (ABK-K) ABK%K (.))1 M2 PASANGAN TALANG MIRINGS#$ '!a3 1.10000M1 R'.Pk+,a0.04000O- R'.Tuka#$0.40000O- R'.K'a!a 3uka#$0.02&00O- R'.Ma#./+0.012&0O- R'. ABK%K (.21 Ka5u 'a'a#; k!a1 II0.014& M) R'.Paku b"a1a 2B % &B0.0(00 K$ R'.Pk+,a0.1&00 O- R'.Tuka#$ ka5u0.2&00 O- R'.K'a!a 3uka#$0.02&0 O- R'.Ma#./+0.06&0 O- R'. ABK%K (.22 1M) KUSEN PINTU DAN KUSEN JENDELAKa5u kam'+; ba!/k 1.2000 M) R'.Pk+,a (.0000 K$ R'.Tuka#$ ka5u 17.0000 O- R'.K'a!a 3uka#$ 1.7000 O- R'.Ma#./+ 0.)000 O- R'. ABK%K (.2)1 M2 PASANGAN JENDELA KACA *IDUPKa5u kam'+. Ba!/k 0.0400 B- R'.Ka4a B#"#$ ) mm 1.1000 U#"3 R'.Pk+,a 0.7000 O- R'.Tuka#$ Ka5u ).0000 O- R'.K'a!a Tuka#$ 0.2000 O- R'.Ma#./+ 0.0400 O- R'. ABK%K (.241 M2 PASANGAN JENDELA KACA MATIKa4a B#"#$ ) mm 1.1000 #REFH R'.Pk+,a 0.7000 /- R'.Tuka#$ Ka5u ).0000 /- R'.K'a!a Tuka#$ 0.2000 /- R'.Ma#./+ 0.0400 /- R'. ABK%K (.2&1 M2 PINTU PANEL KA@U KLS IIKa5u kam'+; ba!/k 0.0400m)R'.Pk+,a 1.0000/-R'.Tuka#$ ka5u 2.&000/-R'.K'a!a 3uka#$ 0.2&00/-R'.Ma#./+ 0.0&00/-R'. ABK%K (.2(1 M2 PASANG JALUSI KA@U KELAS IIKa5u; 'a'a# k!a1 II0.0(00 R'. 0.1&00 K$ R'.Pk+,a0.&000 O- R'.Tuka#$ ka5u2.0000 O- R'.K'a!a 3uka#$0.2000 O- R'.Ma#./+0.0)00 O- R'. ABK%K (.261 M2 P"#3u Pa#! Mu!3"'!kKa5u Kam'+0.0)02 /- R'.Paku B"a1a0.)000 k$ R'.Lm 0.)000 !3+ R'.Mu!3"'!: 0mm0.6000 m2 R'.1 M2 PASANG LIST PLANK2 : =) : 20>4m ka5u; k!a1 IIM)Paku b"a1a 182B % 1BKODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA SATUANPk+,a1.0000 /- R'.Tuka#$ Ka5u1.0000 /- R'.K'a!a Tuka#$0.2000 /- R'.Ma#./+0.0)00 /- R'. ABK%K (.271 M2 PASANG KONSTRUKSI KUDA KUDA KA@U KLS II ? GORDINGKa5u k!a1 II1.1000 R'.B1" 13+"'1&.0000 K$ R'.Paku b"a1a 2B % &B0.7000 K$ R'.Pk+,a4.0000 O- R'.Tuka#$ ka5u7.0000 O- R'.K'a!a 3uka#$1.2000 O- R'.Ma#./+0.2000 O- R'.ANALISA BIAYA KONSTRUKSI PEKERJAAN KUNCI DAN KACA (ABK-L) ABK%L (.241 BUA* PASANG KUNCI TANAM BIASAKu#4" 3a#am 2 1!a$1.00000B- R'.Pk+,a0.01000O- R'.Tuka#$0.&0000O- R'.K'a!a 3uka#$0.01000O- R'.Ma#./+0.00&00O- R'. ABK%L (.&1 BUA* PASANG ENGSEL PINTU KUPU%KUPUE#$1! '"#3u #5!/# ku#"#$a#1.00000B- R'.Pk+,a0.01&00O- R'.Tuka#$0.1&000O- R'.K'a!a 3uka#$0.01&00O- R'.Ma#./+0.0006&O- R'. ABK%L (.( A1 BUA* PASANG ENGSEL JENDELA KUPU%KUPUE#$1! ,#.!a #5!/# ku#"#$a#1.00000B- R'.Pk+,a0.01000O- R'.Tuka#$0.10000O- R'.K'a!a 3uka#$0.01000O- R'.Ma#./+0.000&0O- R'. ABK%L (.( B1 BUA* GRENDEL TANAM PINTUG+#.!'"#3u1.00000B- R'.Pk+,a0.01000O- R'.Tuka#$0.10000O- R'.K'a!a 3uka#$0.01000O- R'.Ma#./+0.000&0O- R'. ABK%L (.( C1 BUA* GRENDEL JENDELAG+#.! ,#.!a1.00000B- R'.Pk+,a0.01000O- R'.Tuka#$0.10000O- R'.K'a!a 3uka#$0.01000O- R'.Ma#./+0.000&0O- R'. ABK%L (.( D1 BUA* PASANG *ANDLE JENDELA*a#.! ,#.!a1.00000B- R'.Pk+,a0.01000O- R'.Tuka#$0.10000O- R'.K'a!a 3uka#$0.01000O- R'.Ma#./+0.000&0O- R'. ABK%L (.01 BUA* *AK ANGIN JENDELAM)KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA SATUAN*ak a#$"# ,#.!a1.00000B- R'.Pk+,a0.02000O- R'.Tuka#$0.20000O- R'.K'a!a 3uka#$0.02000O- R'.Ma#./+0.00100O- R'.KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA SATUAN ABK%L (.16 A1 M2 PASANGAN KACA KUSEN KA@UKa4a & mm1.10000M2 R'.Ka5u 'a'a# k!a1 II; 3ba! 2 4m0.001&0M2 R'.Paku -a!u10.01000K$ R'.Pk+,a0.01&00O- R'.Tuka#$0.1&000O- R'.K'a!a 3uka#$0.01&00O- R'.Ma#./+0.0006&O- R'. ABK%L (.16 B1 M2 PASANGAN KACA KUSEN ALUMINIUMKa4a & mm1.10000M2 R'.Pk+,a0.01&00O- R'.Tuka#$0.1&000O- R'.K'a!a 3uka#$0.01&00O- R'.Ma#./+0.0006&O- R'.ANALISA BIAYA KONSTRUKSI PEKERJAAN LANTAI DINDING (ABK-M)ABK%M (.44 A 1 M2 PAS. LANTAI KERAMIK ANTI SLIP KM8DC 20 A 20 CMK+am"k a#3" 1!"' 20 : 20 4m2&.00000B- R'.Sm# T5' M10.00000K$ R'.Pa1"+ 'a1a#$0.04200M) R'.Sm# Ca+#a1.&0000K$ R'.Pk+,a0.(2000O- R'.Tuka#$0.)&000O- R'.K'a!a 3uka#$0.0)&00O- R'.Ma#./+0.0)000O- R'.ABK%M (.44 B 1 M2 PAS. BATU KERAMIKBa3u K+am"k D"#."#$1.00000m2 R'.Sm# T5' M10.40000K$ R'.Pa1"+ 'a1a#$0.04&00M) R'.Pk+,a0.26000O- R'.Tuka#$0.)&000O- R'.K'a!a 3uka#$0.01400O- R'.Ma#./+0.01400O- R'.ABK%M (.44 C 1M2 PASANGAN LANTAI KERAMIK DARNA )0 : )0 CMK+am"k)0 : )0 4m11.0000B- R'.Sm# T5' M10.0000K$ R'.Pa1"+ 'a1a#$0.0420M) R'.Sm# Ca+#a1.&000K$ R'.Pk+,a0.2(00O- R'.Tuka#$ ba3u0.1)00O- R'.K'a!a 3uka#$0.01)0O- R'.Ma#./+0.0)00O- R'.ABK%M (.44 D 1M2 PASANGAN LANTAI KERAMIK DARNA MOTIF 40 : 40 CMK+am"k 40 : 40 4m(.2&000B- R'.Sm# PC11.)7000K$ R'.Pa1"+ 'a1a#$8'a1"+ b3/#0.04200M) R'.Sm# Ca+#a1.&0000K$ R'.Pk+,a0.(2000O- R'.Tuka#$0.)&000O- R'.K'a!a 3uka#$0.0)&00O- R'.Ma#./+0.0)000O- R'.KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA SATUANABK%M (.44 D 1 M2 PASANGAN PA0.2(000K$ R'.Pk+,a0.02000O- R'.Tuka#$0.0()00O- R'.K'a!a 3uka#$0.00()0O- R'.Ma#./+0.002&0O- R'.ABK%D*TG % SAL. 1 MJ PASANG SALURAN AIR *UJANBa-a#ABK%B (.1 Ga!"a# Ta#a-0.12&00MK R'.ABK%B (.11 U+u$a# Pa1"+0.02&00MK R'.ABK%B (.0 T"mbu#a# Kmba!"0.0)12&MK R'.ABK%D (.11 Pa1 Ba3a 1240.(0000ML R'.ABK%E (.2 P!a13+a# 1220.60000ML R'.ABK%G (.1 Raba3 B3/# 12)2&0.00000MK R'.DAFTAR ANALISAKEGIATAN : PEMBANGUNAN PONDOK PESANTRENLUAS : 1.400 M2KABUPATEN REJANG LEBONGPEKERJAAN : LAND CLEANING DAN INFRASTRUKTUR DASARLOKASI : Jambu k!"#$KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUANANALISA BIAYA KONSTRUKSI PEKERJAAN TANAH (ABK-B)ABK%B & 1 M' PENGUKURAN DAN PEMASANGAN BOUWPLANKKayu 5 / 7 0.006 M R'.1;700;000.00R'. 10;700.000 Pa!u B"a#a 2$ % 5$ 0.020 K& R'. 20;000.00R'.400.000 Kayu Pa'a( /20 0.005 M R'.1;700;000.00R'. (;)00.000 P)!)*+a0.100 O, R'. (0;000.00R'. (;000.000 Tu!a(& Ba-u 0.100 O, R'. 6&;000.00R'. 6;&00.000 K)'a.a Tu!a(& 0.010 O, R'. 00;000.00R'.000.000 Ma(/0* 0.005 O, R'. 100;000.00R'.&00.000 )2;400.000 ABK%B (.1 1 M) GALIAN TANA* BIASA SEDALAM 1 METERPk+,a0.40000O- R'. (0;000.00R'. 24;000.00 Ma#./+0.04000O- R'. 100;000.00R'. 4;000.00 R'. 27;000.00 ABK%B (.2 1 M) GALIAN TANA* BIASA SEDALAM 2 METERPk+,a0.00000O- R'. (0;000.00R'. &4;000.00 Ma#./+0.04&00O- R'. 100;000.00R'. 4;&00.00 R'. &7;&00.00 ABK%B (.0 1 M) URUGAN TANA* KEMBALIPk+,a0.10200O- R'. (0;000.00R'.11;&20.00 Ma#./+0.01000O- R'. 100;000.00R'. 1;000.00 R'. 1);420.00 ABK%B (.10 1 M) TIMBUNAN TANA* DIPADATKANTa#a- u+u$1.20000M)R'.0&;000.00 R'.114;000.00 Pk+,a0.0&000O-R'.(0;000.00 R'.);000.00 Ma#./+0.0&000O-R'.100;000.00 R'.&;000.00 R'. 122;000.00 ABK%B (.11 1 M) URUGAN PASIRPa1"+ u+u$1.20000M) R'. 110;000.00R'. 1)2;000.00 Pk+,a0.)0000O- R'. (0;000.00R'. 17;000.00 Ma#./+0.01000O- R'. 100;000.00R'. 1;000.00 R'. 1&1;000.00 ANALISA BIAYA KONSTRUKSI PEKERJAAN PONDASI (ABK-C)ABK%C (.& 1 M) PASANGAN PONDASI KALI 2 1 PC 2 4 PSBa3u P4a-1.10000M) R'. 120;000.00R'. 1)2;000.00 Sm# T5' M1().00000K$ R'. 1;)00.00R'. 211;000.00 Pa1"+ 'a1a#$0.&2000M) R'. 1)0;000.00R'. (6;(00.00 Pk+,a1.&0000O- R'. (0;000.00R'. 00;000.00 Tuka#$0.(0000O- R'. 6&;000.00R'. 4&;000.00 K'a!a 3uka#$0.0(000O- R'. 00;000.00R'. &;400.00 Ma#./+0.06&00O- R'. 100;000.00R'. 6;&00.00 R'. &&0;400.00 ABK%C (.14 1 M) PASANGAN PONDASI BATU KOSONGKODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUANBa3u P4a-1.20000M) R'. 120;000.00R'. 144;000.00 Pa1"+ u+u$0.)0000M) R'. 110;000.00R'. ));000.00 Pk+,a0.67000O-R'. (0;000.00R'. 4(;700.00 Tuka#$0.)0000O-R'. 6&;000.00R'. 20;2&0.00 K'a!a Tuka#$0.0)000O-R'. 00;000.00R'. );&10.00 Ma#./+0.0)000O-R'. 100;000.00R'. );000.00 R'. 2(0;4(0.00 ANALISA BIAYA KONSTRUKSI PEKERJAAN DINDING (ABK-D)ABK%D (.0 1 M2 PASANGAN 182 BATU BATA1 PC 2 2 PSBa3u ba3a 13a#.a+60.00000B- R'.(00.00R'. 42;000.00 Sm# T5' M17.0&000K$ R'. 1;)00.00R'. 24;()&.00 Pa1"+ 'a1a#$0.0)700M) R'. 1)0;000.00R'. 4;040.00 Pk+,a0.)0000O- R'. (0;000.00R'. 17;000.00 Tuka#$0.10000O- R'. 6&;000.00R'. 6;&00.00 K'a!a 3uka#$0.01000O- R'. 00;000.00R'.000.00 Ma#./+0.01&00O- R'. 100;000.00R'. 1;&00.00 R'. 00;46&.00 U#3uk 1 M) 9 10 : #5a R'. 004;6&0.00 ABK%D (.11 1 M2 PASANGAN 182 BATU BATA 1 PC 2 4 PSBa3u ba3a 13a#.a+60.00000B- R'.(00.00R'. 42;000.00 Sm# T5' M11.&0000K$ R'. 1;)00.00R'. 14;0&0.00 Pa1"+ 'a1a#$0.04)00M) R'. 1)0;000.00R'. &;&00.00 Pk+,a0.)0000O- R'. (0;000.00R'. 17;000.00 Tuka#$0.10000O- R'. 6&;000.00R'. 6;&00.00 K'a!a 3uka#$0.01000O- R'. 00;000.00R'.000.00 Ma#./+0.01&00O- R'. 100;000.00R'. 1;&00.00 R'. 00;440.00 U#3uk 1 M) 9 10 : #5a R'. 004;400.00 KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUANANALISA BIAYA KONSTRUKSI PEKERJAAN PLESTERAN (ABK-E)ABK%E (.2 1 M2 PLESTERAN 1 2 2; TEBAL 1& MMSm# T5' M7.&2000K$ R'. 1;)00.00R'.11;06(.00 Pa1"+ 'a1a#$0.01600M) R'. 1)0;000.00R'. 2;210.00 Pk+,a0.20000O- R'. (0;000.00R'. 12;000.00 Tuka#$0.1&000O- R'. 6&;000.00R'.11;2&0.00 K'a!a 3uka#$0.01&00O- R'. 00;000.00R'. 1;)&0.00 Ma#./+0.01000O- R'. 100;000.00R'. 1;000.00 R'. )7;77(.00 ABK%E (.4 1 M2 PLESTERAN 1 2 4; TEBAL 1& MMSm# T5' M&.20000K$ R'. 1;)00.00R'. (;6(0.00 Pa1"+ 'a1a#$0.02000M) R'. 1)0;000.00R'. 2;(00.00 Pk+,a0.20000O- R'. (0;000.00R'. 12;000.00 Tuka#$0.1&000O- R'. 6&;000.00R'.11;2&0.00 K'a!a 3uka#$0.01&00O- R'. 00;000.00R'. 1;)&0.00 Ma#./+0.01000O- R'. 100;000.00R'. 1;000.00 R'. )4;0(0.00 ABK%E (.& 1 M2 ACIANSm# T5' M ).2&000k$ R'. 1;)00.00R'. 4;22&.00 Tuka#$ Ba3u 0.10000m) R'. 6&;000.00R'. 6;&00.00 K'a!a Tuka#$ 0.01000O- R'. 00;000.00R'.000.00 Pk+,a 0.20000O- R'. (0;000.00R'. 12;000.00 R'. 24;(2&.00 ANALISA BIAYA KONSTRUKSI PEKERJAAN KAYU (ABK-F)ABK%F (.2 1 M) PASANGAN KUSEN PINTU8JENDELA DAN 1.10000M) R'.);&00;000.00R'.);7&0;000.00 Paku 10 4m1.2&000KG R'. 20;000.002&;000.00 Lmka5u1.00000KG R'. 10;000.0010;000.00 Pk+,a(.00000O- R'. (0;000.00R'. )(0;000.00 Tuka#$(.00000O- R'. 6&;000.00R'. 4&0;000.00 K'a!a 3uka#$1.70000O- R'. 00;000.00R'. 1(2;000.00 Ma#./+0.)0000O- R'. 100;000.00R'. )0;000.00 R'.4;776;000.00 ABK%F (.7 a 1 M2 PASANGAN PINTU PANIL PAPAN TEBAL BERSI* ).& CMKa5u 'a'a# kua!"3a1 ba"k =13a+a K!a1 II>0.04000M) R'.);&00;000.00R'. 140;000.00 Lmka5u0.&0000O- R'. 10;000.00R'. &;000.00 Pk+,a0.70000O- R'. (0;000.00R'. 47;000.00 Tuka#$2.40000O- R'. 6&;000.00R'. 170;000.00 K'a!a 3uka#$0.24000O- R'. 00;000.00R'. 21;(00.00 Ma#./+0.04000O- R'. 100;000.00R'. 4;000.00 R'. )07;(00.00 ABK%F (.7 b 1 M2 PEKERJAAN PINTU PANIL ? KACA; BINGKAI PAPAN; TEBAL BERSI* ).& CMKa5u kua!"3a1 ba"k =13a+a K!a1 II>0.04000M) R'.);&00;000.00R'. 140;000.00 Ka4a & mm0.&0000M2 R'. 11);000.00R'. &(;&00.00 Pk+,a0.70000O- R'. (0;000.00R'. 47;000.00 Tuka#$2.40000O- R'. 6&;000.00R'. 170;000.00 K'a!a 3uka#$0.24000O- R'. 00;000.00R'. 21;(00.00 Ma#./+0.04000O- R'. 100;000.00R'. 4;000.00 R'. 4&0;100.00 KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUANABK%F (.7 4 1 M2 PEKERJAAN PINTU PANIL MULT@PLEA; BINGKAI PAPAN; TEBAL BERSI* ).& CMKa5u 'a'a# kua!"3a1 ba"k =13a+a K!a1 II>0.04000M) R'.);&00;000.00R'. 140;000.00 Mu!35'!k 0 mm0.)&000M2 R'. 142;000.00R'. 40;600.00 Pk+,a0.70000O- R'. (0;000.00R'. 47;000.00 Tuka#$2.40000O- R'. 6&;000.00R'. 170;000.00 K'a!a 3uka#$0.24000O- R'. 00;000.00R'. 21;(00.00 Ma#./+0.04000O- R'. 100;000.00R'. 4;000.00 R'. 44);)00.00 ABK%F (.10 1 M2 PEKERJAAN JENDELA KACA; BINGKAI PAPAN; TEBAL BERSI* 2;& CMKa5u 'a'a# kua!"3a1 ba"k =13a+a K!a1 II>0.01700M) R'.);&00;000.00R'. ();000.00 Ka4a B#"#$ & mm1.00000M2 R'. 11);000.00R'. 11);000.00 Pk+,a0.70000O- R'. (0;000.00R'. 47;000.00 Tuka#$2.00000O- R'. 6&;000.00R'. 1&0;000.00 K'a!a 3uka#$0.20000O- R'. 00;000.00R'. 17;000.00 Ma#./+0.04000O- R'. 100;000.00R'. 4;000.00 R'. )0(;000.00 ABK%F (.10 A 1 M2 PEKERJAAN JENDELA KACA MATIKa4a B#"#$ & mm1.00000M2 R'. 11);000.00R'. 11);000.00 Pk+,a0.70000O- R'. (0;000.00R'. 47;000.00 Tuka#$2.00000O- R'. 6&;000.00R'. 1&0;000.00 K'a!a 3uka#$0.20000O- R'. 00;000.00R'. 17;000.00 Ma#./+0.04000O- R'. 100;000.00R'. 4;000.00 R'. )));000.00 ABK%F (.40.a 1 M1 PASANGAN LISTPLANK PAPAN2.& : 1&CMKa5u 'a'a# kua!"3a1 ba"k =13a+a K!a1 II>0.00&&0M) R'.);&00;000.00R'. 10;2&0.00 Paku b"a1a 2B % &B0.0&000K$ R'. 20;000.00R'. 1;000.00 Pk+,a0.01000O- R'. (0;000.00R'.(00.00 Tuka#$0.20000O- R'. 6&;000.00R'. 1&;000.00 K'a!a 3uka#$0.02000O- R'. 00;000.00R'. 1;700.00 R'. )6;(&0.00 KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUANABK%F (.40 1 M1 PASANGAN LISTPLANK PAPAN ) : 2&CMKa5u 'a'a# kua!"3a1 ba"k =13a+a K!a1 II>0.01100M) R'.);&00;000.00R'. )7;&00.00 Paku b"a1a 2B % &B0.0&000K$ R'. 20;000.00R'. 1;000.00 Pk+,a0.01000O- R'. (0;000.00R'.(00.00 Tuka#$0.20000O- R'. 6&;000.00R'. 1&;000.00 K'a!a 3uka#$0.02000O- R'. 00;000.00R'. 1;700.00 Ma#./+0.00&00O- R'. 100;000.00R'.&00.00 R'. &6;400.00 ABK%K (.2(1 M2 PASANG JALUSI KA@U Ka5u 'a'a# kua!"3a1 ba"k =13a+a K!a1 II>0.0110 R'.);&00;000.00R'. )7;&00.00 0.0&00 K$ R'. 20;000.00R'. 1;000.00 Pk+,a0.1100 O- R'. (0;000.00R'. (;(00.00 Tuka#$ ka5u0.2200 O- R'. 6&;000.00R'. 1(;&00.00 K'a!a 3uka#$0.0220 O- R'. 00;000.00R'. 1;070.00 Ma#./+0.00&0 O- R'. 100;000.00R'.&00.00 R'. (&;070.00 ABK%K (.271 M2 PASANG KONSTRUKSI KUDA KUDA KA@U KLS II ? GORDINGKa5u kua!"3a1 ba"k =13a+a K!a1 II>1.1000R'.);&00;000.00R'.);7&0;000.00 B1" 13+"'1&.0000K$ R'. 20;000.00R'. )00;000.00 Paku b"a1a 2B % &B0.7000K$ R'. 20;000.00R'. 1(;000.00 Pk+,a4.0000O- R'. (0;000.00R'. 240;000.00 Tuka#$ ka5u12.0000O- R'. 6&;000.00R'. 000;000.00 K'a!a 3uka#$1.2000O- R'. 00;000.00R'. 107;000.00 Ma#./+0.2000O- R'. 100;000.00R'. 20;000.00 R'.&;4)4;000.00 ABK%K (.201 M2 PASANG KONSTRUKSI RANGKA ATAP KA@U Ka5u kua!"3a1 ba"k =13a+a K!a1 II>0.0120 R'.);&00;000.00R'. 42;000.00 Paku b"a1a 2B % &B0.1&00 K$ R'. 20;000.00R'. );000.00 Pk+,a0.1000 K$ R'. (0;000.00R'. (;000.00 Tuka#$ ka5u0.1000 O- R'. 6&;000.00R'. 6;&00.00 K'a!a 3uka#$0.0100 O- R'. 00;000.00R'.000.00 Ma#./+0.00&0 O- R'. 100;000.00R'.&00.00 R'. &0;000.00 ANALISA BIAYA KONSTRUKSI PEKERJAAN BETON DAN BEGISTING (ABK-G)ABK%G (.1 1 M) RABAT BETON TUMBUK 1 PC 2 ) PS 2 & KRSm# T5' M217.00000K$ R'. 1;)00.00R'. 27);400.00 K/+a! b+1"-0.76000M)R'. 1(0;000.00R'. 1)0;200.00 Pa1"+ 'a1a#$0.&2000M) R'. 1)0;000.00R'. (6;(00.00 Pk+,a1.(&000O- R'. (0;000.00R'. 00;000.00 Tuka#$0.2&000O- R'. 6&;000.00R'. 17;6&0.00 K'a!a 3uka#$0.02&00O- R'. 00;000.00R'. 2;2&0.00 Ma#./+0.07000O- R'. 100;000.00R'. 7;000.00 R'. (17;200.00 ABK%G (.1) 1 M) MEMBUAT BETON BERTULANG 1 PC 2 2 PS 2 ) KRSm# T5' I)2).00000K$ R'. 1;(00.00R'. &1(;700.00 Pa1"+ B3/#0.&2000M) R'. 1)0;000.00R'. (6;(00.00 K/+a! b+1"-0.67000M) R'. 1(0;000.00R'. 124;700.00 Pk+,a1.(&000O-R'. (0;000.00R'. 00;000.00 Tuka#$ ba3u0.2&000O-R'. 6&;000.00R'. 17;6&0.00 K'a!a 3uka#$0.02&00O-R'. 00;000.00R'. 2;2&0.00 Ma#./+0.72&00O-R'. 100;000.00R'. 72;&00.00 R'. 011;600.00 ABK%G (.2& 1 KG8M) PEMBESIAN BETON BERTULANGB1" b3/#1.0&000K$ R'. 12;000.00R'. 12;(00.00 KaCa3 b3/#0.01&00K$ R'. 2&;000.00R'.)6&.00 Pk+,a0.00600O-R'. (0;000.00R'.420.00 Tuka#$ b1"0.00600O-R'. 6&;000.00R'.&2&.00 K'a!a Tuka#$0.00060O-R'. 00;000.00R'.().00 Ma#./+0.000)0O-R'. 100;000.00R'.)0.00 M)Paku b"a1a 182B % 1BM)M)KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUANR'. 14;01).00 ABK%G (.)( 1 M) MEMBUAT BETON BERTULANG 1 PC 2 2 PS 2 ) SPLIET DENGAN MUTU K.22&Sm# T5' I400.00000K$ R'. 1;(00.00R'. (40;000.00 Pa1"+ B3/#0.40000M) R'. 1)0;000.00R'. &2;000.00 S'!"3 28) 4m0.72000M) R'. )6&;000.00R'. )06;&00.00 Pk+,a(.00000O-R'. (0;000.00R'. )(0;000.00 Tuka#$ ba3u1.00000O-R'. 6&;000.00R'. 6&;000.00 K'a!a 3uka#$0.10000O-R'. 00;000.00R'. 0;000.00 Ma#./+0.)0000O-R'. 100;000.00R'. )0;000.00 R'.1;46);&00.00 ABK%G (.27 1 M2 MEMBUAT BEGISTING UNTUK PONDASIKa5u 'a'a# k!a1 IPmb1"a# E 12 % 10 4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.28>Pmb1"a# E 12 % 10 4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.28>Pmb1"a# E 12 % 10 4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.29>B3/# 1 2 2 2 ) =ABK-G 6.13>KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUAN 10.00000M2 R'. 126;040.00R'.1;260;400.00 1(1.26&&2K$ R'. 14;01).00R'.2;2&0;0&).01 1.00000M) R'. 011;600.00R'. 011;600.00 R'.4;4&1;0&).01 ABK%G (.)0.B 1 M) MEMBUAT BALOK SLOOF BETON BERTULANG1&820 CM 1).)))))M2 R'. 126;040.00R'.1;60&;7((.(6 11&.)0)10K$ R'. 14;01).00R'.1;(16;00).&1 1.00000M) R'. 011;600.00R'. 011;600.00 R'.4;2)4;&60.16 ABK%G (.40.A 1 M) MEMBUAT KOLOM BETON BERTULANG)&8&0 4m 0.61000M2 R'. 217;240.00R'. 2;110;110.40 210.&7000K$ R'. 14;01).00R'.2;0&0;7&6.&4 1.00000M) R'. 011;600.00R'. 011;600.00 R'.&;071;((6.04 ABK%G (.40.B 1 M) MEMBUAT KOLOM BETON BERTULANG2&82& 4m 1).)0000M2 R'. 217;240.00R'.2;002;&02.00 1)&.00000K$ R'. 14;01).00R'.1;701;6&&.00 1.00000M) R'. 011;600.00R'. 011;600.00 R'.&;60(;046.00 ABK%G (.40.C 1 M) MEMBUAT KOLOM BETON BERTULANG40840 4m 10.00000M2 R'. 217;240.00R'.2;172;400.00 147.)&&00K$ R'. 14;01).00R'.2;067;707.(2 1.00000M) R'. 011;600.00R'. 011;600.00 R'.&;162;007.(2 ABK%G (.40.D 1 M) MEMBUAT KOLOM BETON BERTULANG)&8&0 CMB$"13"#$ ? '+a#4a-0.14000M2 R'. 217;240.00R'.1;004;61).(0 210.&0(00K$ R'. 14;01).00R'.2;040;720.&7 1.00000M) R'. 011;600.00R'. 011;600.00 R'.&;7&(;2)4.17 ABK%G (.40.E 1 M) MEMBUAT KOLOM BETON BERTULANG)&8)& CMB$"13"#$ ? '+a#4a-11.427&6M2 R'. 217;240.00R'.2;404;161.4) 100.444(0K$ R'. 14;01).00R'.2;((7;601.4& 1.00000M) R'. 011;600.00R'. 011;600.00 R'.(;064;&62.77 ABK%G (.40.A 1 M) MEMBUAT KOLOM BETON BERTULANG2082& CMB$"13"#$ ? '+a#4a-17.00000M2 R'. 217;240.00R'.);027;)20.00 00.0171)K$ R'. 14;01).00R'.1;400;1&2.62 1.00000M) R'. 011;600.00R'. 011;600.00 R'.(;240;162.62 ABK%G (.40.B 1 M) MEMBUAT KOLOM BETON BERTULANG20820 CMB$"13"#$ ? '+a#4a-20.00000M2 R'. 217;240.00R'.4;)(4;700.00 00.)0)10K$ R'. 14;01).00R'.1;2(&;417.(& 1.00000M) R'. 011;600.00R'. 011;600.00 R'.(;&41;017.(& ABK%G (.40.C 1 M) MEMBUAT KOLOM BETON BERTULANG1)81) CMB$"13"#$ ? '+a#4a-)0.6(02)M2 R'. 217;240.00R'.(;61&;06(.02 177.02&&(K$ R'. 14;01).00R'.2;(46;41).71 1.00000M) R'. 011;600.00R'. 011;600.00 R'.10;264;100.6) ABK%G (.41.A 1 M) MEMBUAT BALOK LANTAI BETON BERTULANG 2&8&0 CM 10.00000M2 R'. 217;240.00R'.2;172;400.00 240.02000K$ R'. 14;01).00R'.);470;&16.2( 1.00000M) R'. 011;600.00R'. 011;600.00 R'.(;&7);(16.2( ABK%G (.41.A.2 1 M) MEMBUAT BALOK LANTAI BETON BERTULANG 2&8(0 CM 11.427&6M2 R'. 217;240.00R'.2;404;161.4) 242.00000K$ R'. 14;01).00R'.);)01;14(.00 1.00000M) R'. 011;600.00R'. 011;600.00 R'.(;606;016.4) ABK%G (.41.B 1 M) MEMBUAT BALOK LANTAI BETON BERTULANG 1&8(0 CM 1&.00000M2 R'. 217;240.00R'.);26);(00.00 102.42)74K$ R'. 14;01).00R'.2;(0(;4)&.)1 1.00000M) R'. 011;600.00R'. 011;600.00 R'.(;771;6)&.)1 ABK%G (.41.C 1 M) MEMBUAT BALOK LANTAI BETON BERTULANG 2&840 CM 10.&0000M2 R'. 217;240.00R'.2;201;&20.00 1((.746&0K$ R'. 14;01).00R'.2;))7;0)&.24 1.00000M) R'. 011;600.00R'. 011;600.00 B$"13"#$ ? '+a#4a- =ABK-G 6.29>Pmb1"a# ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.29>Pmb1"a# ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.30>Pmb1"a# 10 E 10 ?( E 1(; 4"#4"# E 7 % 1081& 4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.30>Pmb1"a# 7 E 12; 4"#4"# E ( % 1081& 4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.30>Pmb1"a# 12 E 1(; 4"#4"# E 7 % 10 4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>Pmb1"a# 10 E 10 ?( E 1(; 4"#4"# E 7 % 1081& 4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>Pmb1"a# 12 E 1(; 4"#4"# E 7 % 10 4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>Pmb1"a# =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>Pmb1"a# =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>Pmb1"a#=ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.31>Pmb1"a# 12 E 10 ; 4"#4"# E 7 % 1081&4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.31>Pmb1"a# 14 E 10 ; 4"#4"# E 7 % 1081&4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.31>Pmb1"a# 7 E 1(; 4"#4"# E 7 % 10 4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.31>Pmb1"a# 7 E 1(; 4"#4"# E 7 % 10 4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUANR'.&;&41;2&&.24 ABK%G (.41.D 1 M) MEMBUAT BALOK LANTAI BETON BERTULANG 208)0 CM 1).)))))M2 R'. 217;240.00R'.2;000;7((.(6 200.2)(47K$ R'. 14;01).00R'.2;0)2;0)0.74 1.00000M) R'. 011;600.00R'. 011;600.00 R'.(;6&);&06.&1 ABK%G (.41.E 1 M) MEMBUAT RING BALOK BETON BERTULANG 208)0 CMB$"13"#$ ? '+a#4a-1).)0000M2 R'. 217;240.00R'.2;002;&02.00 04.12&00K$ R'. 14;01).00R'.1;)17;06).() 1.00000M) R'. 011;600.00R'. 011;600.00 R'.&;1));2(&.() ABK%G (.41.A 1 M) MEMBUAT RING BALOK BETON BERTULANG 1)820 CM 20.)74(2M2 R'. 217;240.00R'.4;447;6)7.4( 1)0.7)672K$ R'. 14;01).00R'.1;7));4)0.40 1.00000M) R'. 011;600.00R'. 011;600.00 R'.6;10);7(7.7( ABK%G (.41.B 1 M) MEMBUAT BALOK GANTUNG 1&820 CM 17.)))))M2 R'. 217;240.00R'.4;001;0((.(6 11&.)0)10K$ R'. 14;01).00R'.1;(16;00).&1 1.00000M) R'. 011;600.00R'. 011;600.00 R'.(;&20;660.16 ABK%G (.41.* 1 M) MEMBUAT RING BALOK BETON BERTULANG 1)81& CM 17.)))))M2 R'. 217;240.00R'.4;001;0((.(6 11&.)0)10K$ R'. 14;01).00R'.1;(16;00).&1 1.00000M) R'. 011;600.00R'. 011;600.00 R'.(;&20;660.16 ABK%G (.41.*.1 1 M) MEMBUAT LIST PLANK KONSOL BETON BERTULANG 128(0 CM 17.)))))M2 R'. 2)4;720.00R'.4;)0&;0)).)) 161.4)426K$ R'. 14;01).00R'.2;402;)07.)( 1.00000M) R'. 011;600.00R'. 011;600.00 R'.6;(10;041.(0 ABK%G (.4) A 1 M) MEMBUAT PLAT LANTAI BETON BERTULANG TEBAL 12CM DENGAN MUTU K.22& 7.))000M2 R'. 2)4;720.00R'.1;0&(;0&0.(0 1)).46200K$ R'. 14;01).00R'.1;760;)4).14 1.00000M) R'.1;46);&00.00R'.1;46);&00.00 R'.&;200;70).64 ABK%G (.4) B 1 M) MEMBUAT TANGGA BETON BERTULANG DENGAN MUTU K.22& 7.))000M2 R'. #REFH R'. #REFH 10&.70000K$ R'. 14;01).00R'.2;64);64&.40 1.00000M) R'.1;46);&00.00R'.1;46);&00.00 R'. #REFHABK%G (.4) A 1 M) MEMBUAT PLAT BETON BERTULANG TEBAL 12CM 7.))000M2 R'. 2)4;720.00R'.1;0&(;0&0.(0 260.)0000K$ R'. 14;01).00R'.);677;06&.06 1.00000M) R'. 011;600.00R'. 011;600.00 R'.(;(&(;62&.(6 ABK%G (.4) B 1 M) MEMBUAT PLAT BETON BERTULANG TEBAL 7CM 12.&0000M2 R'. 2)4;720.00R'.2;0)&;2&0.00 07.(4000K$ R'. 14;01).00R'.1;)72;242.)2 1.00000M) R'. 011;600.00R'. 011;600.00 R'.&;220;102.)2 ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP ATAP (ABK-H) ABK%* (.)21 M2 PASANGAN ATAP GENTENG METALG#3#$ m3a! '/!/1; 1.(2000Lb+ R'. )7;000.00R'. (1;&(0.00 Paku81k+u' $#3#$0.20000K$ R'. )0;000.00R'. (;000.00 Pk+,a0.20000O- R'. (0;000.00R'. 12;000.00 Tuka#$0.10000O- R'. 6&;000.00R'. 6;&00.00 K'a!a 3uka#$0.01000O- R'. 00;000.00R'.000.00 Ma#./+0.00100O- R'. 100;000.00R'.100.00 R'. 77;0(0.00 ABK%* (.))1 M2 PASANGAN ATAP SENG BJLS 20S#$ G!/mba#$ 0.6000!b+ R'. )6;&00.00R'. 2(;2&0.00 Paku S#$0.0200k$ R'. 2(;000.00R'.&20.00 Pk+,a0.4000O- R'. (0;000.00R'. 24;000.00 B$"13"#$ ? '+a#4a- =ABK-G 6.31>Pmb1"a# ( E 1(; 4"#4"# E 7 % 10 4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>Pmb1"a# ( E 1(; 4"#4"# E 7 % 1&820 4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.31>Pmb1"a#=ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.31>Pmb1"a#=ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.31>Pmb1"a#=ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.31>Pmb1"a# =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.32>Pmb1"a# =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.36>B$"13"#$ ? '+a#4a- =ABK-G 6.34>Pmb1"a# E 12 % 10 4m =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.36>B$"13"#$ ? '+a#4a- =ABK-G 6.32>Pmb1"a# =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.32>Pmb1"a# =ABK-G 6.25>B3/# 1 2 ) 2 & =ABK-G 6.1KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUANTuka#$ Ka5u0.2000O- R'. 6&;000.00R'. 1&;000.00 K'a!a Tuka#$0.0200O- R'. 00;000.00R'. 1;700.00 Ma#./+0.0020O- R'. 100;000.00R'.200.00 R'. (6;660.00 ABK%* (.)41 M1 PASANGAN NOK SENG GELOMBANG BJLS )0S#$ P!a3 0.)000!b+ R'. )&;000.00R'. 10;&00.00 Paku S#$0.0400k$ R'. 2(;000.00R'. 1;040.00 Pk+,a0.1&00O- R'. (0;000.00R'. 0;000.00 Tuka#$ Ka5u0.0600O- R'. 6&;000.00R'. &;2&0.00 K'a!a Tuka#$0.0070O- R'. 00;000.00R'.620.00 Ma#./+0.00(0O- R'. 100;000.00R'.(00.00 R'.26;110.00 ABK%* (.)(1 M1 PASANGAN BUBUNGAN8DALLFLAS*ING GENTENG METALBubu#$a#8#/k $#3#$ m3a! bu!a31.10000M1 R'. )2;000.00R'. )&;200.00 Paku81k+u' $#3#$0.04000K$ R'. )0;000.00R'. 1;200.00 Pk+,a0.1&000O- R'. (0;000.00R'. 0;000.00 Tuka#$0.06000O- R'. 6&;000.00R'. &;2&0.00 K'a!a 3uka#$0.00700O- R'. 00;000.00R'.620.00 Ma#./+0.00(00O- R'. 100;000.00R'.(00.00 R'. &1;060.00 ANALISA BIAYA KONSTRUKSI PEKERJAAN LANGIT-LANGIT (ABK-I) ABK%I (.)71 M2 RANGKA PLAFOND0.01000 M) R'.);&00;000.00R'. )&;000.00 Paku b"a1a 2 B % & B 0.10000 K$ R'. 20;000.00R'. 2;000.00 Pk+,a 0.20000 O- R'. (0;000.00R'. 12;000.00 Tuka#$ 0.)0000 O- R'. 6&;000.00R'. 22;&00.00 K'a!a 3uka#$ 0.0)000 O- R'. 00;000.00R'. 2;600.00 Ma#./+ 0.01000 O- R'. 100;000.00R'. 1;000.00 R'. 6&;200.00 Ka5u kua!"3a1 ba"k; ba$"a# baCa- ."1+u3 =setara Klas II>KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUANABK%I (.10 1 M2 PLAFOND PL@DOOD 4 mmP!5C//. 242 4m : 122 4m : 0.04 4m 0.)6&00 Lb+ R'. 70;000.00R'. )0;000.00 Paku T+"'!k 0.0)000 K$ R'. 2);000.00R'.(00.00 Pk+,a 0.06000 O- R'. (0;000.00R'. 4;200.00 Tuka#$ 0.10000 O- R'. 6&;000.00R'. 6;&00.00 K'a!a 3uka#$ 0.01000 O- R'. 00;000.00R'.000.00 Ma#./+ 0.00)&0 O- R'. 100;000.00R'.)&0.00 R'. 4);(40.00 ABK%I (.10 1 M1 PASANGAN LIST PLAFOND KA@U PROFIL SIKUKa5u '+/F"! 1"ku 1.0&000 M1 R'. 1&;000.00R'. 1&;6&0.00 Paku 2B % &B 0.01000 K$ R'. 20;000.00R'.200.00 Pk+,a 0.0&000 O- R'. (0;000.00R'. );000.00 Tuka#$ 0.0&000 O- R'. 6&;000.00R'. );6&0.00 K'a!a 3uka#$ 0.00&00 O- R'. 00;000.00R'.4&0.00 Ma#./+ 0.00)00 O- R'. 100;000.00R'.)00.00 R'. 2);4&0.00 ABK%I (.24 1 M2 PLAFOND GRC ).& MMGRC ).&mm 0.)(400 Lb+ R'. 1(0;000.00R'. &7;240.00 Paku 1k+u' 0.11000 K$ R'. )0;000.00R'. );)00.00 Pk+,a 0.10000 O- R'. (0;000.00R'. (;000.00 Tuka#$ 0.0&000 O- R'. 6&;000.00R'. );6&0.00 K'a!a 3uka#$ 0.00&00 O- R'. 00;000.00R'.4&0.00 Ma#./+ 0.00&00 O- R'. 100;000.00R'.&00.00 R'. 62;240.00 ANALISA BIAYA KONSTRUKSI PEKERJAAN SANITASI (ABK-J) ABK%J (.11 BUA* MEMASANG KLOSED DUDUKK!/1. .u.uk1.00000B- R'.1;)20;000.00R'.1;)20;000.00 P+!#$ka'a# =(G .a+" -a+$a k!/1.>1.00000U#"3 R'. 60;200.00R'. 60;200.00 Sm# PC(.00000K$ R'. 1;)00.00R'. 6;700.00 Pa1"+ 'a1a#$8'a1"+ b3/#0.01000M) R'. 1)0;000.00R'. 1;)00.00 Pk+,a1.00000O- R'. (0;000.00R'. (0;000.00 Tuka#$1.&0000O- R'. 6&;000.00R'. 112;&00.00 K'a!a 3uka#$1.&0000O- R'. 00;000.00R'. 1)&;000.00 Ma#./+0.1(000O- R'. 100;000.00R'. 1(;000.00 R'.1;6)1;700.00 ABK%J (.21 BUA* MEMASANG KLOSED JONGKOKK!/1. ,/#$k/k1.00000B- R'. 2&&;000.00R'. 2&&;000.00 Sm# T5' M(.00000K$ R'. 1;)00.00R'. 6;700.00 Pa1"+ 'a1a#$0.01000M) R'. 1)0;000.00R'. 1;)00.00 Pk+,a1.00000O- R'. (0;000.00R'. (0;000.00 Tuka#$1.&0000O- R'. 6&;000.00R'. 112;&00.00 K'a!a 3uka#$1.&0000O- R'. 00;000.00R'. 1)&;000.00 Ma#./+0.10000O- R'. 100;000.00R'. 10;000.00 R'. &71;(00.00 ABK%J (.&1 BUA* MEMASANG DAS*TAFELDa1-3aF!1.00000B- R'. 420;000.00R'. 420;000.00 P+!#$ka'a# =12G .a+" -a+$a bak>1.00000U#"3 R'. &0;400.00R'. &0;400.00 Sm# PC(.00000K$ R'. 1;)00.00R'. 6;700.00 Pa1"+ 'a1a#$8'a1"+ b3/#0.01000M) R'. 1)0;000.00R'. 1;)00.00 Pk+,a1.20000O- R'. (0;000.00R'. 62;000.00 Tuka#$1.4&000O- R'. 6&;000.00R'. 107;6&0.00 K'a!a 3uka#$0.1&000O- R'. 00;000.00R'. 1);&00.00 Ma#./+0.10000O- R'. 100;000.00R'. 10;000.00 R'. (7);6&0.00 ABK%J (.61 BUA* MEMASANG BAK MANDI FIBREGLASSKODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUANBak F"b+$!a111.00000B- R'. &60;000.00R'. &60;000.00 P+!#$ka'a# =17G .a+" -a+$a bak>1.00000U#"3 R'. 102;(00.00R'. 102;(00.00 Pk+,a1.70000O- R'. (0;000.00R'. 107;000.00 Tuka#$2.60000O- R'. 6&;000.00R'. 202;&00.00 K'a!a 3uka#$0.&4000O- R'. 00;000.00R'. 47;(00.00 Ma#./+0.11000O- R'. 100;000.00R'.11;000.00 R'.1;042;600.00 ABK%J (.))1 BUA* MEMASANG BAK CUCI PIRING8SINK STAINLES STEELS"#k 13a"#!1 13!1.00000B- R'. 240;000.00R'. 240;000.00 P+!#$ka'a# =17G .a+" -a+$a bak>1.00000U#"3 R'. 4);200.00R'. 4);200.00 Pk+,a0.0)000O- R'. (0;000.00R'. 1;700.00 Tuka#$0.)0000O- R'. 6&;000.00R'. 22;&00.00 K'a!a 3uka#$0.0)000O- R'. 00;000.00R'. 2;600.00 Ma#./+0.001&0O- R'. 100;000.00R'.1&0.00 R'. )10;)&0.00 ANALISA BIAYA KONSTRUKSI PEKERJAAN KAYU (ABK-K) ABK%K (.))1 M2 PASANGAN TALANG MIRINGS#$ '!a3 1.10000M1 R'. 4(;&00.00R'. &1;1&0.00 Pk+,a0.04000O- R'. (0;000.00R'. 2;400.00 Tuka#$0.40000O- R'. 6&;000.00R'. )0;000.00 K'a!a 3uka#$0.02&00O- R'. 00;000.00R'. 2;2&0.00 Ma#./+0.012&0O- R'. 100;000.00R'. 1;2&0.00 R'. 76;0&0.00 ABK%K (.21 Ka5u 'a'a#; k!a1 II0.014& M) R'.);&00;000.00R'. &0;6&0.00 Paku b"a1a 2B % &B0.0(00 K$ R'. 20;000.00R'. 1;200.00 Pk+,a0.1&00 O- R'. (0;000.00R'. 0;000.00 Tuka#$ ka5u0.2&00 O- R'. 6&;000.00R'. 17;6&0.00 K'a!a 3uka#$0.02&0 O- R'. 00;000.00R'. 2;2&0.00 Ma#./+0.06&0 O- R'. 100;000.00R'. 6;&00.00 R'. 70;4&0.00 ABK%K (.22 1M) KUSEN PINTU DAN KUSEN JENDELAKa5u kam'+; ba!/k 1.2000 M) R'.);&00;000.00R'.4;200;000.00 Pk+,a (.0000 K$ R'. (0;000.00R'. )(0;000.00 Tuka#$ ka5u 17.0000 O- R'. 6&;000.00R'.1;)&0;000.00 K'a!a 3uka#$ 1.7000 O- R'. 00;000.00R'. 1(2;000.00 Ma#./+ 0.)000 O- R'. 100;000.00R'. )0;000.00 R'.(;102;000.00 ABK%K (.2)1 M2 PASANGAN JENDELA KACA *IDUPKa5u kam'+. Ba!/k 0.0400 B- R'.);&00;000.00R'. 140;000.00 Ka4a B#"#$ ) mm 1.1000 U#"3 R'. 67;000.00R'. 7&;700.00 Pk+,a 0.7000 O- R'. (0;000.00R'. 47;000.00 Tuka#$ Ka5u ).0000 O- R'. 6&;000.00R'. 22&;000.00 K'a!a Tuka#$ 0.2000 O- R'. 00;000.00R'. 17;000.00 Ma#./+ 0.0400 O- R'. 00;000.00R'. );(00.00 R'. &20;400.00 ABK%K (.241 M2 PASANGAN JENDELA KACA MATIKa4a B#"#$ ) mm 1.1000 #REFH R'. 67;000.00R'. 7&;700.00 Pk+,a 0.7000 /- R'. (0;000.00R'. 47;000.00 Tuka#$ Ka5u ).0000 /- R'. 6&;000.00R'. 22&;000.00 K'a!a Tuka#$ 0.2000 /- R'. 00;000.00R'. 17;000.00 Ma#./+ 0.0400 /- R'. 00;000.00R'. );(00.00 R'. )70;400.00 ABK%K (.2&1 M2 PINTU PANEL KA@U KLS IIKa5u kam'+; ba!/k 0.0400m)R'.);&00;000.00R'. 140;000.00 Pk+,a 1.0000/-R'. (0;000.00R'. (0;000.00 Tuka#$ ka5u 2.&000/-R'. 6&;000.00R'. 176;&00.00 K'a!a 3uka#$ 0.2&00/-R'. 00;000.00R'. 22;&00.00 Ma#./+ 0.0&00/-R'. 00;000.00R'. 4;&00.00 R'. 414;&00.00 ABK%K (.2(1 M2 PASANG JALUSI KA@U KELAS IIKa5u; 'a'a# k!a1 II0.0(00 R'.);&00;000.00R'. 210;000.00 0.1&00 K$ R'. 20;000.00R'. );000.00 Pk+,a0.&000 O- R'. (0;000.00R'. )0;000.00 Tuka#$ ka5u2.0000 O- R'. 6&;000.00R'. 1&0;000.00 K'a!a 3uka#$0.2000 O- R'. 00;000.00R'. 17;000.00 Ma#./+0.0)00 O- R'. 00;000.00R'. 2;600.00 R'. 41);600.00 ABK%K (.261 M2 P"#3u Pa#! Mu!3"'!kKa5u Kam'+0.0)02 /- R'.);&00;000.00R'. 1)6;200.00 Paku B"a1a0.)000 k$ R'. 20;000.00R'. (;000.00 Lm 0.)000 !3+ R'. 1&;000.00R'. 4;&00.00 Mu!3"'!: 0mm0.6000 m2 R'. 142;000.00R'. 00;400.00 1 M2 PASANG LIST PLANK2 : =) : 20>4m ka5u; k!a1 IIM)Paku b"a1a 182B % 1BKODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUANPk+,a1.0000 /- R'. (0;000.00R'. (0;000.00 Tuka#$ Ka5u1.0000 /- R'. 6&;000.00R'. 6&;000.00 K'a!a Tuka#$0.2000 /- R'. 00;000.00R'. 17;000.00 Ma#./+0.0)00 /- R'. 100;000.00R'. );000.00 R'. 40);100.00 ABK%K (.271 M2 PASANG KONSTRUKSI KUDA KUDA KA@U KLS II ? GORDINGKa5u k!a1 II1.1000 R'.);&00;000.00R'.);7&0;000.00 B1" 13+"'1&.0000 K$ R'. 17;000.00R'. 260;000.00 Paku b"a1a 2B % &B0.7000 K$ R'. 20;000.00R'. 1(;000.00 Pk+,a4.0000 O- R'. (0;000.00R'. 240;000.00 Tuka#$ ka5u7.0000 O- R'. 6&;000.00R'. (00;000.00 K'a!a 3uka#$1.2000 O- R'. 00;000.00R'. 107;000.00 Ma#./+0.2000 O- R'. 100;000.00R'. 20;000.00 R'.&;104;000.00 ANALISA BIAYA KONSTRUKSI PEKERJAAN KUNCI DAN KACA (ABK-L) ABK%L (.241 BUA* PASANG KUNCI TANAM BIASAKu#4" 3a#am 2 1!a$1.00000B- R'. 1)0;000.00R'. 1)0;000.00 Pk+,a0.01000O- R'. (0;000.00R'.(00.00 Tuka#$0.&0000O- R'. 6&;000.00R'. )6;&00.00 K'a!a 3uka#$0.01000O- R'. 00;000.00R'.000.00 Ma#./+0.00&00O- R'. 100;000.00R'.&00.00 R'. 1(0;&00.00 ABK%L (.&1 BUA* PASANG ENGSEL PINTU KUPU%KUPUE#$1! '"#3u #5!/# ku#"#$a#1.00000B- R'. 16;000.00R'. 16;000.00 Pk+,a0.01&00O- R'. (0;000.00R'.000.00 Tuka#$0.1&000O- R'. 6&;000.00R'.11;2&0.00 K'a!a 3uka#$0.01&00O- R'. 00;000.00R'. 1;)&0.00 Ma#./+0.0006&O- R'. 100;000.00R'.6&.00 R'. )0;&6&.00 ABK%L (.( A1 BUA* PASANG ENGSEL JENDELA KUPU%KUPUE#$1! ,#.!a #5!/# ku#"#$a#1.00000B- R'. 11;000.00R'.11;000.00 Pk+,a0.01000O- R'. (0;000.00R'.(00.00 Tuka#$0.10000O- R'. 6&;000.00R'. 6;&00.00 K'a!a 3uka#$0.01000O- R'. 00;000.00R'.000.00 Ma#./+0.000&0O- R'. 100;000.00R'.&0.00 R'. 20;0&0.00 ABK%L (.( B1 BUA* GRENDEL TANAM PINTUG+#.!'"#3u1.00000B- R'. 1);000.00R'. 1);000.00 Pk+,a0.01000O- R'. (0;000.00R'.(00.00 Tuka#$0.10000O- R'. 6&;000.00R'. 6;&00.00 K'a!a 3uka#$0.01000O- R'. 00;000.00R'.000.00 Ma#./+0.000&0O- R'. 100;000.00R'.&0.00 R'. 22;0&0.00 ABK%L (.( C1 BUA* GRENDEL JENDELAG+#.! ,#.!a1.00000B- R'. 10;000.00R'. 10;000.00 Pk+,a0.01000O- R'. (0;000.00R'.(00.00 Tuka#$0.10000O- R'. 6&;000.00R'. 6;&00.00 K'a!a 3uka#$0.01000O- R'. 00;000.00R'.000.00 Ma#./+0.000&0O- R'. 100;000.00R'.&0.00 R'. 10;0&0.00 ABK%L (.( D1 BUA* PASANG *ANDLE JENDELA*a#.! ,#.!a1.00000B- R'. 7;000.00R'. 7;000.00 Pk+,a0.01000O- R'. (0;000.00R'.(00.00 Tuka#$0.10000O- R'. 6&;000.00R'. 6;&00.00 K'a!a 3uka#$0.01000O- R'. 00;000.00R'.000.00 Ma#./+0.000&0O- R'. 100;000.00R'.&0.00 R'. 16;0&0.00 ABK%L (.01 BUA* *AK ANGIN JENDELAM)KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUAN*ak a#$"# ,#.!a1.00000B- R'. 7;000.00R'. 7;000.00 Pk+,a0.02000O- R'. (0;000.00R'. 1;200.00 Tuka#$0.20000O- R'. 6&;000.00R'. 1&;000.00 K'a!a 3uka#$0.02000O- R'. 00;000.00R'. 1;700.00 Ma#./+0.00100O- R'. 100;000.00R'.100.00 R'. 2(;100.00 KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUAN ABK%L (.16 A1 M2 PASANGAN KACA KUSEN KA@UKa4a & mm1.10000M2 R'. 11);000.00R'. 124;)00.00 Ka5u 'a'a# k!a1 II; 3ba! 2 4m0.001&0M2 R'.);&00;000.00R'. &;2&0.00 Paku -a!u10.01000K$ R'. 2);000.00R'.2)0.00 Pk+,a0.01&00O- R'. (0;000.00R'.000.00 Tuka#$0.1&000O- R'. 6&;000.00R'.11;2&0.00 K'a!a 3uka#$0.01&00O- R'. 00;000.00R'. 1;)&0.00 Ma#./+0.0006&O- R'. 100;000.00R'.6&.00 R'. 14);)&&.00 ABK%L (.16 B1 M2 PASANGAN KACA KUSEN ALUMINIUMKa4a & mm1.10000M2 R'. 11);000.00R'. 124;)00.00 Pk+,a0.01&00O- R'. (0;000.00R'.000.00 Tuka#$0.1&000O- R'. 6&;000.00R'.11;2&0.00 K'a!a 3uka#$0.01&00O- R'. 00;000.00R'. 1;)&0.00 Ma#./+0.0006&O- R'. 100;000.00R'.6&.00 R'. 1)6;76&.00 ANALISA BIAYA KONSTRUKSI PEKERJAAN LANTAI DINDING (ABK-M)ABK%M (.44 A 1 M2 PAS. LANTAI KERAMIK ANTI SLIP KM8DC 20 A 20 CMK+am"k a#3" 1!"' 20 : 20 4m2&.00000B- R'. 4;600.00R'. 116;&00.00 Sm# T5' M10.00000K$ R'. 1;)00.00R'. 1);000.00 Pa1"+ 'a1a#$0.04200M) R'. 1)0;000.00R'. &;4(0.00 Sm# Ca+#a1.&0000K$ R'. 10;000.00R'. 1&;000.00 Pk+,a0.(2000O- R'. (0;000.00R'. )6;200.00 Tuka#$0.)&000O- R'. 6&;000.00R'. 2(;2&0.00 K'a!a 3uka#$0.0)&00O- R'. 00;000.00R'. );1&0.00 Ma#./+0.0)000O- R'. 100;000.00R'. );000.00 R'. 220;&(0.00 ABK%M (.44 B 1 M2 PAS. BATU KERAMIKBa3u K+am"k D"#."#$1.00000m2 R'. 1)0;000.00R'. 1)0;000.00 Sm# T5' M10.40000K$ R'. 1;)00.00R'. 1);&20.00 Pa1"+ 'a1a#$0.04&00M) R'. 1)0;000.00R'. &;7&0.00 Pk+,a0.26000O- R'. (0;000.00R'. 1(;200.00 Tuka#$0.)&000O- R'. 6&;000.00R'. 2(;2&0.00 K'a!a 3uka#$0.01400O- R'. 00;000.00R'. 1;2(0.00 Ma#./+0.01400O- R'. 100;000.00R'. 1;400.00 R'. 104;470.00 ABK%M (.44 C 1M2 PASANGAN LANTAI KERAMIK DARNA )0 : )0 CMK+am"k)0 : )0 4m11.0000B- R'. &;)00.00R'. &7;)00.00 Sm# T5' M10.0000K$ R'. 1;)00.00R'. 1);000.00 Pa1"+ 'a1a#$0.0420M) R'. 1)0;000.00R'. &;4(0.00 Sm# Ca+#a1.&000K$ R'. 10;000.00R'. 1&;000.00 Pk+,a0.2(00O- R'. (0;000.00R'. 1&;(00.00 Tuka#$ ba3u0.1)00O- R'. 6&;000.00R'. 0;6&0.00 K'a!a 3uka#$0.01)0O- R'. 00;000.00R'. 1;160.00 Ma#./+0.0)00O- R'. 100;000.00R'. );000.00 R'. 121;270.00 ABK%M (.44 D 1M2 PASANGAN LANTAI KERAMIK DARNA MOTIF 40 : 40 CMK+am"k 40 : 40 4m(.2&000B- R'. 11;&00.00R'. 61;76&.00 Sm# PC11.)7000K$ R'. 1;)00.00R'. 14;604.00 Pa1"+ 'a1a#$8'a1"+ b3/#0.04200M) R'. 1)0;000.00R'. &;4(0.00 Sm# Ca+#a1.&0000K$ R'. 10;000.00R'. 1&;000.00 Pk+,a0.(2000O- R'. (0;000.00R'. )6;200.00 Tuka#$0.)&000O- R'. 6&;000.00R'. 2(;2&0.00 K'a!a 3uka#$0.0)&00O- R'. 00;000.00R'. );1&0.00 Ma#./+0.0)000O- R'. 100;000.00R'. );000.00 KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUANR'. 16(;620.00 ABK%M (.44 D 1 M2 PASANGAN PA Jam 0.01(1 6;&00.00 120.47 2Ma#./+ =L.0)> Jam 0.0040 12;&00.00 &0.20 Juml! H"# T$%#1&'.() *. *AHAN % Juml! H"# *!%- +. PERALATAN1Bu!!./M+ 100%1&0 *P =E04> Jam 0.002& &)0;000.001;))0.)2 2M/3/+ G+a.+ =E1)> Jam 0.0040 400;000.001;(0(.4) D-! L/a.+ =E1&> Jam 0.00)0 &&0;000.001;(&(.() )A!a3 ba#3u L1 1.0000 1;&00.001;&00.00 Juml! H"# P$"l,% (-'.3.3) D. Juml! H"# ,$%#- /!% 0 p$"l,% (A1*1+) (-2(3.'( E. O4$" H$5 %5 Po6%, : 1'7 8 D(2(.31 F. H"# S,u% P$9$":% : (D 1 E) (-).'.3& Ca3a3a# 21. Sa3ua# .a'a3 b+.a1a+ka# a3a1 ,am /'+a1"/#a! u#3uk 3#a$a k+,a .a# '+a!a3a# 2)40;0)0;46(.&1 G T-. b"a5a P+/5k 2 ).410GNo. KOMPONEN SATPERKIRAAN HARGA JUMLAHKUANTITAS SATUAN HARGA(Rp.) (Rp.)A. TENAGA1Pk+,a =L.01> Jam 0.10610)6.&0 100.41 2Ma#./+ =L.0)> Jam 0.0&)& 1;&(2.&0 7).&0 Juml! H"# T$%#1)3.'' *. *AHAN % Juml! H"# *!%- +. PERALATAN1E:4aIa3/+ 70%140 *P =E10> Jam 0.0&)& 4&0;000.0024;06&.00 2Dum' 3+u4k )%4 m) =E07> Jam 0.0010 240;000.0021;740.00 )A!a3 ba#3u L1 1.0000&00.00 &00.00 Juml! H"# P$"l,% 3(-31;.'' D. Juml! H"# ,$%#- /!% 0 p$"l,% (A1*1+) 3(-;...'' E. O4$" H$5 %5 Po6%, : 1'7 8 D 3-(;...' F. H"# S,u% P$9$":% : (D 1 E) ;1-2;)..' Ca3a3a# 21. Sa3ua# .a'a3 b+.a1a+ka# a3a1 ,am /'+a1"/#a! u#3uk 3#a$a k+,a .a# '+a!a3a# R'. 1&0;000.008M22 G#3#$ m3a! M"#4a!um 2 1u1u# 4 $!/mba#$; 3b. 0;2& mm R'. )7;000.008Lb+) Bubu#$a#8#/k a3a1 m3a! M"#4a!um bu!a3 R'. )2;000.008M14 N/k 1am'"#$ m3a! M"#4a!um R'. ));000.008M1& Da!! F!a1-"#$ m3a! M"#4a!um R'. )7;000.008M1( S#$ G!/mba#$ BJLS 20R'. )6;&00.008Lb+6 S#$ P!a3 BJLS )0 R'. )&;000.008Lb+F *AHAN KA=UNO URAIAN NAMANO URAIAN NAMA>>>>>>>>>>>>>>.>>>>>>>>>>>>.OOOOOOOOOOOOOO..DAFTAR HARGA SATUAN *AHAN DAN UPAH PEKERJAKEGIATAN :PEMBANGUNAN PONDOK PESANTREN KABUPATEN REJANG LEBONG PEKERJAAN :LAND CLEANING DAN INFRASTRUKTUR DASAR LOKASI : Jambu k!"#$NO URAIAN NAMA R'. 1;)00.008K$6 Ba3u ba3a 13a#.a+ R'.(00.008B-D *AHAN LAPIS LANTAINO URAIAN NAMA>>>>>>>>>>>>>>.>>>>>>>>>>>>.OOOOOOOOOOOOOO..ITEM PEM*A=ARAN NO. :3.1.1JENIS PEKERJAANSATUAN PEM*A=ARAN :M3 URAIAN ANALISA HARGA SATUANNo. U R A I A N KODE KOEFISIEN SATUAN I.ASUMSI 1M#$$u#aka# a!a3 b+a3 =4a+a mka#"k> 2L/ka1" 'k+,aa# 2 La-a# Pmba#$u#a# )K/#."1" La-a# 21.a#$ 8 ba"k 4Jam k+,a Fk3"F '+%-a+" Tk 6.00Jam &Fak3/+ '#$mba#$a# ba-a# Fk 1.20% II.URUTAN KERJA 1Ta#a- 5a#$ ."'/3/#$ umum#5a b+a.a ." !a-a# k/1/#$ 2P#$$a!"a# ."!akuka# .#$a# m#$$u#aka# E:4aIa3/+ )S!a#,u3#5a E:4aIa3/+ m#ua#$ka# ma3+"a! -a1"!$a!"a# k.a!am Dum' T+u4k 4Dum' T+u4k mmbua#$ ma3+"a! -a1"! $a!"a# k!ua+!/ka1" ,a!a# 1,au- L 0.&0KmIII. PEMAKAIAN *AHAN- ALAT DAN TENAGA 1. *AHANT".ak a.a ba-a# 5a#$ ."'+!uka# 2. ALAT 2.. EXCAVATOR =E10>Ka'a1"3a1 Bu4k3 < 0.&0M)Fak3/+ Bu4k3 Fb 0.00%Fak3/+EF"1"#1" a!a3 Fa 0.7)%Dak3u 1"k!u1 T11 m#"3% M#$$a!" 8 mmua3 T1 0.&0m#"3% La"#%!a"# T2 0.&0m#"3T11 1.00m#"3Ka'. P+/.. 8 ,am 9 '.';3;Jam 2./. DUMP TRUCK =E07>Ka'a1"3a1 bak < 4.00M)Fak3/+F"1"#1" a!a3 Fa 0.7)%K4'a3a# +a3a%+a3a b+mua3a# I1 )0.00KM8JamK4'a3a# +a3a%+a3a k/1/#$ I2 40.00KM8JamDak3u1"k!u1 T12 m#"3% Dak3u 3m'u- "1" 9 =L2I1>:(0 T1 1.00m#"3% Dak3u 3m'u- k/1/#$ 9 =L2I2>:(0 T2 0.6&m#"3:GALIAN TANAH *IASA ./01GA1 A2AT B03AT4% Mua3 9 = : (0 T) 12.7&m#"3% La"#%!a"# T4 0.&0m#"3T12 1&.10m#"3ITEM PEM*A=ARAN NO. :3.1.1JENIS PEKERJAANSATUAN PEM*A=ARAN :M3 URAIAN ANALISA HARGA SATUANNo. U R A I A N KODE KOEFISIEN SATUANKa'a1"3a1 P+/.uk1" 8 Jam 9 < : Fa : (0 P2 10.00M)8Jam Fk : T12Ko$?6@6$% Al, < M3912P2 =E07> '.'.1'Jam2.A ALATBANTUD"'+!uka# a!a3%a!a3 ba#3u k4"!% Sk/'% K+a#,a#$ 3. TENAGAP+/.uk1" m##3uka# 2 EACA 2 P3 =L01> '.1'&1Jam- M%5o" 9 =Tk : M> 2 P3 =L0)> '.';3;Jam3. HARGA DASAR SATUAN UPAH- *AHAN DAN ALATL"-a3 !am'"+a#.;. ANALISA HARGA SATUAN PEKERJAANL"-a3 '+-"3u#$a# .a!am FORMULIR STANDAR UNTUK PEREKEMAN ANALISA MASING%MASING *ARGA SATUAN.D".a'a3 *a+$a Sa3ua# Pk+,aa# 2Rp. ;1-2;)..' < M3(. BAKTU PELAKSANAAN =ANG DIPERLUKANMa1a P!ak1a#aa# 2 . . . . . . . . . . . . bu!a#&. COLUME PEKERJAAN =ANG DIPERLUKAN:GALIAN TANAH *IASA ./01GA1 A2AT B03AT4 '.''2;JamITEM PEM*A=ARAN NO. :3.3JENIS PEKERJAAN :LAND +LEARINGSATUAN PEM*A=ARAN :M2 URAIAN ANALISA HARGA SATUANNo. U R A I A N KODE KOEFISIEN SATUAN2./. MOTOR GRADER =E1)>K4'a3a# +a3a%+a3a a!a3 I 2.00Km 8 ,amLba+ Fk3"F 'ma.a3a# b 1.20MJum!a- !"#3a1a# # 7.00!"#3a1a#Fak3/+ F"1"#1" a!a3 Fa 0.7)-Ka'a1"3a1 P+/.uk1" 8 Jam 9 =I : 1000> : b : Fa P2 240.00M2#Ko$?6@6$% Al, < m2912P2 =E1)> '.''3'Jam2.A. BHEEL LOADER =E1&> 2 P3 =L02> '.''3'JamITEM PEM*A=ARAN NO. :3.3JENIS PEKERJAAN :LAND +LEARINGSATUAN PEM*A=ARAN :M2 URAIAN ANALISA HARGA SATUANNo. U R A I A N KODE KOEFISIEN SATUAN3. HARGA DASAR SATUAN UPAH- *AHAN DAN ALAT;. ANALISA HARGA SATUAN PEKERJAANL"-a3 '+-"3u#$a# .a!am FORMULIR STANDAR UNTUK PEREKAMAN ANALISA MASING%MASING *ARGA SATUAN.D".a'a3 *a+$a Sa3ua# Pk+,aa# 2Rp. (-).'.3& < M2(. BAKTU PELAKSANAAN =ANG DIPERLUKANMa1a P!ak1a#aa# 2 . . . . . . . . . . . . bu!a#&. COLUME PEKERJAAN =ANG DIPERLUKAN0.04000M) R'.Lmka5u0.&0000O- R'.Pk+,a0.70000O- R'.Tuka#$2.40000O- R'.KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA SATUANK'a!a 3uka#$0.24000O- R'.Ma#./+0.04000O- R'.ABK%F (.7 b 1 M2 PEKERJAAN PINTU PANIL MULTIPLEK 0 MM; BINGKAI PAPAN; TEBAL BERSI* ) CMKa5u kua!"3a1 ba"k =13a+a K!a1 II>0.02000M) R'.Mu!3"'!k 0 mm0.&&000O- R'.Pk+,a0.(0000O- R'.Tuka#$2.00000O- R'.K'a!a 3uka#$0.20000O- R'.Ma#./+0.0)000O- R'.KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA SATUANABK%F (.7 4 1 M2 PEKERJAAN PINTU PANIL KACA; BINGKAI PAPAN; TEBAL BERSI* ) CMKa5u 'a'a# kua!"3a1 ba"k =13a+a K!a1 II>0.02700M) R'.Ka4a B#"#$ & mm0.&0000M2 R'.Pk+,a1.00000O- R'.Tuka#$2.&0000O- R'.K'a!a 3uka#$0.2&000O- R'.Ma#./+0.0&000O- R'.ABK%F (.10 1 M2 PEKERJAAN JENDELA BINGKAI PAPAN; TEBAL BERSI* 2;& CMKa5u 'a'a# kua!"3a1 ba"k =13a+a K!a1 II>0.01700M) R'.Ka4a B#"#$ ) mm1.00000M2 R'.Pk+,a0.70000O- R'.Tuka#$2.00000O- R'.K'a!a 3uka#$0.20000O- R'.Ma#./+0.04000O- R'.ABK%F (.10 A 1 M2 PEKERJAAN JENDELA KACA MATIKa4a B#"#$ ) mm1.00000M2 R'.Pk+,a0.70000O- R'.Tuka#$2.00000O- R'.K'a!a 3uka#$0.20000O- R'.Ma#./+0.04000O- R'.ABK%F (.40.a 1 M1 PASANGAN LISTPLANK PAPAN2.& : 1&CMKa5u 'a'a# kua!"3a1 ba"k =13a+a K!a1 II>0.00&&0M) R'.Paku b"a1a 2B % &B0.0&000K$ R'.Pk+,a0.01000O- R'.Tuka#$0.20000O- R'.K'a!a 3uka#$0.02000O- R'.ABK%F (.40 1 M1 PASANGAN LISTPLANK PAPAN 2.& : 2&CMKa5u 'a'a# kua!"3a1 ba"k =13a+a K!a1 II>0.01100M) R'.Paku b"a1a 2B % &B0.0&000K$ R'.Pk+,a0.01000O- R'.Tuka#$0.20000O- R'.K'a!a 3uka#$0.02000O- R'.Ma#./+0.00&00O- R'. ABK%K (.2(1 M2 PASANG JALUSI KA@U Ka5u 'a'a# kua!"3a1 ba"k =13a+a K!a1 II>0.0110R'. 0.0&00K$ R'.Pk+,a0.1100O- R'.Tuka#$ ka5u0.2200O- R'.M)Paku b"a1a 182B % 1BKODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA SATUANK'a!a 3uka#$0.0220O- R'.Ma#./+0.00&0 O- R'. ABK%K (.271 M2 PASANG KONSTRUKSI KUDA KUDA KA@U KLS II ? GORDINGKa5u kua!"3a1 ba"k =13a+a K!a1 II>1.1000R'.B1" 13+"'1&.0000K$ R'.Paku b"a1a 2B % &B0.7000K$ R'.Pk+,a4.0000O- R'.Tuka#$ ka5u12.0000O- R'.K'a!a 3uka#$1.2000O- R'.Ma#./+0.2000O- R'.M)KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA SATUAN ABK%K (.201 M2 PASANG KONSTRUKSI RANGKA ATAP KA@U Ka5u kua!"3a1 ba"k =13a+a K!a1 II>0.0120R'.Paku b"a1a 2B % &B0.1&00K$ R'.Pk+,a0.1000K$ R'.Tuka#$ ka5u0.1000O- R'.K'a!a 3uka#$0.0100O- R'.Ma#./+0.00&0O- R'.ANALISA BIAYA KONSTRUKSI PEKERJAAN BETON DAN BEGISTING (ABK-G)ABK%G (.1 1 M) RABAT BETON TUMBUK 1 PC 2 ) PS 2 & KRSm# T5' M217.00000K$ R'.K/+a! b+1"-0.76000M)R'.Pa1"+ 'a1a#$0.&2000M) R'.Pk+,a1.(&000O- R'.Tuka#$0.2&000O- R'.K'a!a 3uka#$0.02&00O- R'.Ma#./+0.07000O- R'.ABK%G (.1) 1 M) MEMBUAT BETON BERTULANG 1 PC 2 2 PS 2 ) KRSm# T5' I)2).00000K$ R'.Pa1"+ B3/#0.&2000M) R'.K/+a! b+1"-0.67000M) R'.Pk+,a1.(&000O-R'.Tuka#$ ba3u0.2&000O-R'.K'a!a 3uka#$0.02&00O-R'.Ma#./+0.72&00O-R'.ABK%G (.2& 1 KG8M) PEMBESIAN BETON BERTULANGB1" b3/#1.0&000K$ R'.KaCa3 b3/#0.01&00K$ R'.Pk+,a0.00600O-R'.Tuka#$ b1"0.00600O-R'.K'a!a Tuka#$0.00060O-R'.Ma#./+0.000)0O-R'.ABK%G (.)( 1 M) MEMBUAT BETON BERTULANG 1 PC 2 2 PS 2 ) SPLIET DENGAN MUTU K.22&Sm# T5' I400.00000K$ R'.Pa1"+ B3/#0.40000M) R'.S'!"3 28) 4m0.72000M) R'.Pk+,a(.00000O-R'.Tuka#$ ba3u1.00000O-R'.K'a!a 3uka#$0.10000O-R'.Ma#./+0.)0000O-R'.ABK%G (.27 1 M2 MEMBUAT BEGISTING UNTUK PONDASIKa5u 'a'a# k!a1 IPmb1"a# ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>Pmb1"a# =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA SATUANABK%G (.40.G 1 M) MEMBUAT KOLOM BETON BERTULANG1)81) CMB$"13"#$ ? '+a#4a-)0.6(02)M2 R'. 177.02&&(K$ R'. 1.00000M) R'.ABK%G (.41.F 1 M) MEMBUAT RING BALOK BETON BERTULANG 1)820 CM 20.)74(2M2 R'. 1)0.7)672K$ R'. 1.00000M) R'.ABK%G (.41.* 1 M) MEMBUAT RING BALOK BETON BERTULANG 1)81& CM 17.)))))M2 R'. 11&.)0)10K$ R'. 1.00000M) R'.Pmb1"a#=ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.31>Pmb1"a#=ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.31>Pmb1"a#=ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA SATUANABK%G (.41.*.1 1 M) MEMBUAT LIST PLANK KONSOL BETON BERTULANG 128(0 CM 17.)))))M2 R'. 161.4)426K$ R'. 1.00000M) R'.ABK%G (.4) A 1 M) MEMBUAT PLAT LANTAI BETON BERTULANG TEBAL 12CM DENGAN MUTU K.22& 7.))000M2 R'. 1)).46200K$ R'. 1.00000M) R'.ABK%G (.4) C 1 M) MEMBUAT PLAT BETON BERTULANG TEBAL 10CM 7.))000M2 R'. &0.70000K$ R'. 1.00000M) R'.ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP ATAP (ABK-H) ABK%* (.)21 M2 PASANGAN ATAP GENTENG METALG#3#$ m3a! '/!/1; 1.(2000Lb+ R'.Paku81k+u' $#3#$0.20000K$ R'.Pk+,a0.20000O- R'.Tuka#$0.10000O- R'.K'a!a 3uka#$0.01000O- R'.Ma#./+0.00100O- R'. ABK%* (.))1 M2 PASANGAN ATAP SENG BJLS 20S#$ G!/mba#$ 0.6000!b+ R'.Paku S#$0.0200k$ R'.Pk+,a0.4000O- R'.Tuka#$ Ka5u0.2000O- R'.K'a!a Tuka#$0.0200O- R'.Ma#./+0.0020O- R'. ABK%* (.)41 M1 PASANGAN NOK SENG GELOMBANG BJLS )0S#$ P!a3 0.)000!b+ R'.Paku S#$0.0400k$ R'.Pk+,a0.1&00O- R'.Tuka#$ Ka5u0.0600O- R'.K'a!a Tuka#$0.0070O- R'.Ma#./+0.00(0O- R'. ABK%* (.)(1 M1 PASANGAN BUBUNGAN8DALLFLAS*ING GENTENG METALBubu#$a#8#/k $#3#$ m3a! bu!a31.10000M1 R'.Paku81k+u' $#3#$0.04000K$ R'.Pk+,a0.1&000O- R'.Tuka#$0.06000O- R'.K'a!a 3uka#$0.00700O- R'.Ma#./+0.00(00O- R'.ANALISA BIAYA KONSTRUKSI PEKERJAAN LANGIT-LANGIT (ABK-I) ABK%I (.)71 M2 RANGKA PLAFOND0.01000 M) R'.B$"13"#$ ? '+a#4a- =ABK-G 6.31>Pmb1"a# =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.32>Pmb1"a# =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.36>B$"13"#$ ? '+a#4a- =ABK-G 6.32>Pmb1"a# =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>Ka5u kua!"3a1 ba"k; ba$"a# baCa- ."1+u3 =setara Klas II>KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA SATUANPaku b"a1a 2 B % & B 0.10000 K$ R'.Pk+,a 0.20000 O- R'.Tuka#$ 0.)0000 O- R'.K'a!a 3uka#$ 0.0)000 O- R'.Ma#./+ 0.01000 O- R'.ABK%I (.10 1 M2 PLAFOND PL@DOODP!5C//. 242 : 122 4m 0.)6&00 Lb+ R'.Paku T+"'!k 0.0)000 K$ R'.Pk+,a 0.06000 O- R'.Tuka#$ 0.10000 O- R'.K'a!a 3uka#$ 0.01000 O- R'.Ma#./+ 0.00)&0 O- R'.KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA SATUANABK%I (.10 1 M1 PASANGAN LIST PLAFOND KA@U PROFIL SIKUKa5u '+/F"! 1"ku 1.0&000 M1 R'.Paku 2B % &B 0.01000 K$ R'.Pk+,a 0.0&000 O- R'.Tuka#$ 0.0&000 O- R'.K'a!a 3uka#$ 0.00&00 O- R'.Ma#./+ 0.00)00 O- R'.ABK%I (.24 1 M2 PLAFOND GRC ).& MMGRC ).&mm 0.)(400 Lb+ R'.Paku 1k+u' 0.11000 K$ R'.Pk+,a 0.10000 O- R'.Tuka#$ 0.0&000 O- R'.K'a!a 3uka#$ 0.00&00 O- R'.Ma#./+ 0.00&00 O- R'.ANALISA BIAYA KONSTRUKSI PEKERJAAN SANITASI (ABK-J) ABK%J (.21 BUA* MEMASANG KLOSED JONGKOKK!/1. ,/#$k/k1.00000B- R'.Sm# T5' M(.00000K$ R'.Pa1"+ 'a1a#$0.01000M) R'.Pk+,a1.00000O- R'.Tuka#$1.&0000O- R'.K'a!a 3uka#$1.&0000O- R'.Ma#./+0.10000O- R'. ABK%J (.61 BUA* MEMASANG BAK MANDI FIBREGLASSBak F"b+$!a111.00000B- R'.P+!#$ka'a# =17G .a+" -a+$a bak>1.00000U#"3 R'.Pk+,a1.70000O- R'.Tuka#$2.60000O- R'.K'a!a 3uka#$0.&4000O- R'.Ma#./+0.11000O- R'.ANALISA BIAYA KONSTRUKSI PEKERJAAN KUNCI DAN KACA (ABK-L) ABK%L (.241 BUA* PASANG KUNCI TANAM BIASAKu#4" 3a#am 2 1!a$1.00000B- R'.Pk+,a0.01000O- R'.Tuka#$0.&0000O- R'.K'a!a 3uka#$0.01000O- R'.Ma#./+0.00&00O- R'. ABK%L (.&1 BUA* PASANG ENGSEL PINTU KUPU%KUPUE#$1! '"#3u #5!/# ku#"#$a#1.00000B- R'.Pk+,a0.01&00O- R'.Tuka#$0.1&000O- R'.K'a!a 3uka#$0.01&00O- R'.Ma#./+0.0006&O- R'. ABK%L (.( A1 BUA* PASANG ENGSEL JENDELA KUPU%KUPUKODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA SATUANE#$1! ,#.!a #5!/# ku#"#$a#1.00000B- R'.Pk+,a0.01000O- R'.Tuka#$0.10000O- R'.K'a!a 3uka#$0.01000O- R'.Ma#./+0.000&0O- R'.KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA SATUAN ABK%L (.( B1 BUA* GRENDEL TANAM PINTUG+#.!'"#3u1.00000B- R'.Pk+,a0.01000O- R'.Tuka#$0.10000O- R'.K'a!a 3uka#$0.01000O- R'.Ma#./+0.000&0O- R'. ABK%L (.( C1 BUA* GRENDEL JENDELAG+#.! ,#.!a1.00000B- R'.Pk+,a0.01000O- R'.Tuka#$0.10000O- R'.K'a!a 3uka#$0.01000O- R'.Ma#./+0.000&0O- R'. ABK%L (.( D1 BUA* PASANG *ANDLE JENDELA*a#.! ,#.!a1.00000B- R'.Pk+,a0.01000O- R'.Tuka#$0.10000O- R'.K'a!a 3uka#$0.01000O- R'.Ma#./+0.000&0O- R'. ABK%L (.01 BUA* *AK ANGIN JENDELA*ak a#$"# ,#.!a1.00000B- R'.Pk+,a0.02000O- R'.Tuka#$0.20000O- R'.K'a!a 3uka#$0.02000O- R'.Ma#./+0.00100O- R'. ABK%L (.16 A1 M2 PASANGAN KACA KUSEN KA@UKa4a & mm1.10000M2 R'.Ka5u 'a'a# k!a1 II; 3ba! 2 4m0.001&0M2 R'.Paku -a!u10.01000K$ R'.Pk+,a0.01&00O- R'.Tuka#$0.1&000O- R'.K'a!a 3uka#$0.01&00O- R'.Ma#./+0.0006&O- R'.ANALISA BIAYA KONSTRUKSI PEKERJAAN LANTAI DINDING (ABK-M)ABK%M (.44 A 1 M2 PAS. LANTAI KERAMIK ANTI SLIP KM8DC 20 A 20 CMK+am"k a#3" 1!"' 20 : 20 4m2&.00000B- R'.Sm# T5' M10.00000K$ R'.Pa1"+ 'a1a#$0.04200M) R'.Sm# Ca+#a1.&0000K$ R'.Pk+,a0.(2000O- R'.Tuka#$0.)&000O- R'.K'a!a 3uka#$0.0)&00O- R'.Ma#./+0.0)000O- R'.ABK%M (.44 B 1 M2 PAS. BATU KERAMIKBa3u K+am"k D"#."#$1.00000m2 R'.Sm# T5' M10.40000K$ R'.KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA SATUANPa1"+ 'a1a#$0.04&00M) R'.Pk+,a0.26000O- R'.Tuka#$0.)&000O- R'.K'a!a 3uka#$0.01400O- R'.Ma#./+0.01400O- R'.KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA SATUANABK%M (.44 C 1M2 PASANGAN LANTAI KERAMIK DARNA PUTI* )0 : )0 CMK+am"k)0 : )0 4m11.0000B- R'.Sm# T5' M10.0000K$ R'.Pa1"+ 'a1a#$0.0420M) R'.Sm# Ca+#a1.&000K$ R'.Pk+,a0.2(00O- R'.Tuka#$ ba3u0.1)00O- R'.K'a!a 3uka#$0.01)0O- R'.Ma#./+0.0)00O- R'.ABK%M (.44 D 1 M2 PASANGAN PA0.2(000K$ R'.Pk+,a0.02000O- R'.Tuka#$0.0()00O- R'.K'a!a 3uka#$0.00()0O- R'.Ma#./+0.002&0O- R'.ABK%N (.14 B 1 M2 CAT PLAFOND G@PSUMC/m'/u#.0.10000K$ R'.KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA SATUANCa3 .a1a+0.10000K$ R'.Ca3 '#u3u' = 2 ka!" u!a#$ >0.2(000K$ R'.Pk+,a0.02000O- R'.Tuka#$0.0()00O- R'.K'a!a 3uka#$0.00()0O- R'.Ma#./+0.002&0O- R'.DAFTAR ANALISAKEGIATAN : #REFHPEKERJAAN : Pmba#$u#a# KM 8 DC S"1Ca SD LOKASI : Kabu'a3# K'a-"a#$KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUANANALISA BIAYA KONSTRUKSI PEKERJAAN TANAH (ABK-B)ABK%B (.1 1 M) GALIAN TANA* BIASA SEDALAM 1 METERPk+,a0.40000O- R'. (0;000.00R'. 24;000.00 Ma#./+0.04000O- R'. 100;000.00R'. 4;000.00 R'. 27;000.00 ABK%B (.2 1 M) GALIAN TANA* BIASA SEDALAM 2 METERPk+,a0.00000O- R'. (0;000.00R'. &4;000.00 Ma#./+0.04&00O- R'. 100;000.00R'. 4;&00.00 R'. &7;&00.00 ABK%B (.0 1 M) URUGAN TANA* KEMBALIPk+,a0.10200O- R'. (0;000.00R'.11;&20.00 Ma#./+0.01000O- R'. 100;000.00R'. 1;000.00 R'. 1);420.00 ABK%B (.10 1 M) TIMBUNAN TANA* DIPADATKANTa#a- u+u$1.20000M)R'.0&;000.00 R'.114;000.00 Pk+,a0.0&000O-R'.(0;000.00 R'.);000.00 Ma#./+0.0&000O-R'.100;000.00 R'.&;000.00 R'. 122;000.00 ABK%B (.11 1 M) URUGAN PASIRPa1"+ u+u$1.20000M) R'. 110;000.00R'. 1)2;000.00 Pk+,a0.)0000O- R'. (0;000.00R'. 17;000.00 Ma#./+0.01000O- R'. 100;000.00R'. 1;000.00 R'. 1&1;000.00 ANALISA BIAYA KONSTRUKSI PEKERJAAN PONDASI (ABK-C)ABK%C (.& 1 M) PASANGAN PONDASI GUNUNG 2 1 PC 2 4 PSBa3u ka!"8ba3u Gu#u#$1.10000M) R'. 120;000.00R'. 1)2;000.00 Sm# T5' M1().00000K$ R'. 1;)00.00R'. 211;000.00 Pa1"+ 'a1a#$0.&2000M) R'. 1)0;000.00R'. (6;(00.00 Pk+,a1.&0000O- R'. (0;000.00R'. 00;000.00 Tuka#$0.(0000O- R'. 6&;000.00R'. 4&;000.00 K'a!a 3uka#$0.0(000O- R'. 00;000.00R'. &;400.00 Ma#./+0.06&00O- R'. 100;000.00R'. 6;&00.00 R'. &&0;400.00 ABK%C (.14 1 M) PASANGAN PONDASI BATU KOSONGBa3u ka!"8ba3u Gu#u#$1.20000M) R'. 120;000.00R'. 144;000.00 Pa1"+ u+u$0.)0000M) R'. 110;000.00R'. ));000.00 Pk+,a0.67000O-R'. (0;000.00R'. 4(;700.00 Tuka#$0.)0000O-R'. 6&;000.00R'. 20;2&0.00 K'a!a Tuka#$0.0)000O-R'. 00;000.00R'. );&10.00 Ma#./+0.0)000O-R'. 100;000.00R'. );000.00 R'. 2(0;4(0.00 ANALISA BIAYA KONSTRUKSI PEKERJAAN DINDING (ABK-D)ABK%D (.0 1 M2 PASANGAN 182 BATU BATA1 PC 2 2 PSKODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUANBa3u ba3a 13a#.a+60.00000B- R'.(00.00R'. 42;000.00 Sm# T5' M17.0&000K$ R'. 1;)00.00R'. 24;()&.00 Pa1"+ 'a1a#$0.0)700M) R'. 1)0;000.00R'. 4;040.00 Pk+,a0.)0000O- R'. (0;000.00R'. 17;000.00 Tuka#$0.10000O- R'. 6&;000.00R'. 6;&00.00 K'a!a 3uka#$0.01000O- R'. 00;000.00R'.000.00 Ma#./+0.01&00O- R'. 100;000.00R'. 1;&00.00 R'. 00;46&.00 U#3uk 1 M) 9 10 : #5a R'. 004;6&0.00 KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUANABK%D (.11 1 M2 PASANGAN 182 BATU BATA 1 PC 2 4 PSBa3u ba3a 13a#.a+60.00000B- R'.(00.00R'. 42;000.00 Sm# T5' M11.&0000K$ R'. 1;)00.00R'. 14;0&0.00 Pa1"+ 'a1a#$0.04)00M) R'. 1)0;000.00R'. &;&00.00 Pk+,a0.)0000O- R'. (0;000.00R'. 17;000.00 Tuka#$0.10000O- R'. 6&;000.00R'. 6;&00.00 K'a!a 3uka#$0.01000O- R'. 00;000.00R'.000.00 Ma#./+0.01&00O- R'. 100;000.00R'. 1;&00.00 R'. 00;440.00 U#3uk 1 M) 9 10 : #5a R'. 004;400.00 ANALISA BIAYA KONSTRUKSI PEKERJAAN PLESTERAN (ABK-E)ABK%E (.2 1 M2 PLESTERAN 1 2 2; TEBAL 1& MMSm# T5' M7.&2000K$ R'. 1;)00.00R'.11;06(.00 Pa1"+ 'a1a#$0.01600M) R'. 1)0;000.00R'. 2;210.00 Pk+,a0.20000O- R'. (0;000.00R'. 12;000.00 Tuka#$0.1&000O- R'. 6&;000.00R'.11;2&0.00 K'a!a 3uka#$0.01&00O- R'. 00;000.00R'. 1;)&0.00 Ma#./+0.01000O- R'. 100;000.00R'. 1;000.00 R'. )7;77(.00 ABK%E (.4 1 M2 PLESTERAN 1 2 4; TEBAL 1& MMSm# T5' M&.20000K$ R'. 1;)00.00R'. (;6(0.00 Pa1"+ 'a1a#$0.02000M) R'. 1)0;000.00R'. 2;(00.00 Pk+,a0.20000O- R'. (0;000.00R'. 12;000.00 Tuka#$0.1&000O- R'. 6&;000.00R'.11;2&0.00 K'a!a 3uka#$0.01&00O- R'. 00;000.00R'. 1;)&0.00 Ma#./+0.01000O- R'. 100;000.00R'. 1;000.00 R'. )4;0(0.00 ABK%E (.& 1 M2 ACIANSm# T5' M).2&000k$ R'. 1;)00.00R'. 4;22&.00 Tuka#$ Ba3u0.10000m) R'. 6&;000.00R'. 6;&00.00 K'a!a Tuka#$0.01000O- R'. 00;000.00R'.000.00 Pk+,a0.20000O- R'. (0;000.00R'. 12;000.00 R'. 24;(2&.00 ANALISA BIAYA KONSTRUKSI PEKERJAAN KAYU (ABK-F)ABK%F (.2 1 M) PASANGAN KUSEN PINTU8JENDELA DAN 1.10000M) R'.);&00;000.00R'.);7&0;000.00 Paku 10 4m1.2&000KG R'. 20;000.002&;000.00 Lmka5u1.00000KG R'. 10;000.0010;000.00 Pk+,a(.00000O- R'. (0;000.00R'. )(0;000.00 Tuka#$(.00000O- R'. 6&;000.00R'. 4&0;000.00 K'a!a 3uka#$1.70000O- R'. 00;000.00R'. 1(2;000.00 Ma#./+0.)0000O- R'. 100;000.00R'. )0;000.00 R'.4;776;000.00 ABK%F (.7 a 1 M2 PASANGAN PINTU PANIL PAPAN TEBAL BERSI* ) CMKa5u 'a'a# kua!"3a1 ba"k =13a+a K!a1 II>0.04000M) R'.);&00;000.00R'. 140;000.00 Lmka5u0.&0000O- R'. 10;000.00R'. &;000.00 Pk+,a0.70000O- R'. (0;000.00R'. 47;000.00 Tuka#$2.40000O- R'. 6&;000.00R'. 170;000.00 KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUANK'a!a 3uka#$0.24000O- R'. 00;000.00R'. 21;(00.00 Ma#./+0.04000O- R'. 100;000.00R'. 4;000.00 R'. )07;(00.00 ABK%F (.7 b 1 M2 PEKERJAAN PINTU PANIL MULTIPLEK 0 MM; BINGKAI PAPAN; TEBAL BERSI* ) CMKa5u kua!"3a1 ba"k =13a+a K!a1 II>0.02000M) R'.);&00;000.00R'. 60;000.00 Mu!3"'!k 0 mm0.&&000O- R'. 142;000.00R'. 67;100.00 Pk+,a0.(0000O- R'. (0;000.00R'. )(;000.00 Tuka#$2.00000O- R'. 6&;000.00R'. 1&0;000.00 K'a!a 3uka#$0.20000O- R'. 00;000.00R'. 17;000.00 Ma#./+0.0)000O- R'. 100;000.00R'. );000.00 R'. )&&;100.00 KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUANABK%F (.7 4 1 M2 PEKERJAAN PINTU PANIL KACA; BINGKAI PAPAN; TEBAL BERSI* ) CMKa5u 'a'a# kua!"3a1 ba"k =13a+a K!a1 II>0.02700M) R'.);&00;000.00R'. 07;000.00 Ka4a B#"#$ & mm0.&0000M2 R'. 11);000.00R'. &(;&00.00 Pk+,a1.00000O- R'. (0;000.00R'. (0;000.00 Tuka#$2.&0000O- R'. 6&;000.00R'. 176;&00.00 K'a!a 3uka#$0.2&000O- R'. 00;000.00R'. 22;&00.00 Ma#./+0.0&000O- R'. 100;000.00R'. &;000.00 R'. 420;&00.00 ABK%F (.10 1 M2 PEKERJAAN JENDELA BINGKAI PAPAN; TEBAL BERSI* 2;& CMKa5u 'a'a# kua!"3a1 ba"k =13a+a K!a1 II>0.01700M) R'.);&00;000.00R'. ();000.00 Ka4a B#"#$ ) mm1.00000M2 R'. 67;000.00R'. 67;000.00 Pk+,a0.70000O- R'. (0;000.00R'. 47;000.00 Tuka#$2.00000O- R'. 6&;000.00R'. 1&0;000.00 K'a!a 3uka#$0.20000O- R'. 00;000.00R'. 17;000.00 Ma#./+0.04000O- R'. 100;000.00R'. 4;000.00 R'. )(1;000.00 ABK%F (.10 A 1 M2 PEKERJAAN JENDELA KACA MATIKa4a B#"#$ ) mm1.00000M2 R'. 67;000.00R'. 67;000.00 Pk+,a0.70000O- R'. (0;000.00R'. 47;000.00 Tuka#$2.00000O- R'. 6&;000.00R'. 1&0;000.00 K'a!a 3uka#$0.20000O- R'. 00;000.00R'. 17;000.00 Ma#./+0.04000O- R'. 100;000.00R'. 4;000.00 R'. 207;000.00 ABK%F (.40.a 1 M1 PASANGAN LISTPLANK PAPAN2.& : 1&CMKa5u 'a'a# kua!"3a1 ba"k =13a+a K!a1 II>0.00&&0M) R'.);&00;000.00R'. 10;2&0.00 Paku b"a1a 2B % &B0.0&000K$ R'. 20;000.00R'. 1;000.00 Pk+,a0.01000O- R'. (0;000.00R'.(00.00 Tuka#$0.20000O- R'. 6&;000.00R'. 1&;000.00 K'a!a 3uka#$0.02000O- R'. 00;000.00R'. 1;700.00 R'. )6;(&0.00 ABK%F (.40 1 M1 PASANGAN LISTPLANK PAPAN 2.& : 2&CMKa5u 'a'a# kua!"3a1 ba"k =13a+a K!a1 II>0.01100M) R'.);&00;000.00R'. )7;&00.00 Paku b"a1a 2B % &B0.0&000K$ R'. 20;000.00R'. 1;000.00 Pk+,a0.01000O- R'. (0;000.00R'.(00.00 Tuka#$0.20000O- R'. 6&;000.00R'. 1&;000.00 K'a!a 3uka#$0.02000O- R'. 00;000.00R'. 1;700.00 Ma#./+0.00&00O- R'. 100;000.00R'.&00.00 R'. &6;400.00 ABK%K (.2(1 M2 PASANG JALUSI KA@U Ka5u 'a'a# kua!"3a1 ba"k =13a+a K!a1 II>0.0110R'.);&00;000.00R'. )7;&00.00 0.0&00K$ R'. 20;000.00R'. 1;000.00 Pk+,a0.1100O- R'. (0;000.00R'. (;(00.00 Tuka#$ ka5u0.2200O- R'. 6&;000.00R'. 1(;&00.00 M)Paku b"a1a 182B % 1BKODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUANK'a!a 3uka#$0.0220O- R'. 00;000.00R'. 1;070.00 Ma#./+0.00&0 O- R'. 100;000.00R'.&00.00 R'. (&;070.00 ABK%K (.271 M2 PASANG KONSTRUKSI KUDA KUDA KA@U KLS II ? GORDINGKa5u kua!"3a1 ba"k =13a+a K!a1 II>1.1000R'.);&00;000.00R'.);7&0;000.00 B1" 13+"'1&.0000K$ R'. 20;000.00R'. )00;000.00 Paku b"a1a 2B % &B0.7000K$ R'. 20;000.00R'. 1(;000.00 Pk+,a4.0000O- R'. (0;000.00R'. 240;000.00 Tuka#$ ka5u12.0000O- R'. 6&;000.00R'. 000;000.00 K'a!a 3uka#$1.2000O- R'. 00;000.00R'. 107;000.00 Ma#./+0.2000O- R'. 100;000.00R'. 20;000.00 R'.&;4)4;000.00 M)KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUAN ABK%K (.201 M2 PASANG KONSTRUKSI RANGKA ATAP KA@U Ka5u kua!"3a1 ba"k =13a+a K!a1 II>0.0120R'.);&00;000.00R'. 42;000.00 Paku b"a1a 2B % &B0.1&00K$ R'. 20;000.00R'. );000.00 Pk+,a0.1000K$ R'. (0;000.00R'. (;000.00 Tuka#$ ka5u0.1000O- R'. 6&;000.00R'. 6;&00.00 K'a!a 3uka#$0.0100O- R'. 00;000.00R'.000.00 Ma#./+0.00&0O- R'. 100;000.00R'.&00.00 R'. &0;000.00 ANALISA BIAYA KONSTRUKSI PEKERJAAN BETON DAN BEGISTING (ABK-G)ABK%G (.1 1 M) RABAT BETON TUMBUK 1 PC 2 ) PS 2 & KRSm# T5' M217.00000K$ R'. 1;)00.00R'. 27);400.00 K/+a! b+1"-0.76000M)R'. 1(0;000.00R'. 1)0;200.00 Pa1"+ 'a1a#$0.&2000M) R'. 1)0;000.00R'. (6;(00.00 Pk+,a1.(&000O- R'. (0;000.00R'. 00;000.00 Tuka#$0.2&000O- R'. 6&;000.00R'. 17;6&0.00 K'a!a 3uka#$0.02&00O- R'. 00;000.00R'. 2;2&0.00 Ma#./+0.07000O- R'. 100;000.00R'. 7;000.00 R'. (17;200.00 ABK%G (.1) 1 M) MEMBUAT BETON BERTULANG 1 PC 2 2 PS 2 ) KRSm# T5' I)2).00000K$ R'. 1;(00.00R'. &1(;700.00 Pa1"+ B3/#0.&2000M) R'. 1)0;000.00R'. (6;(00.00 K/+a! b+1"-0.67000M) R'. 1(0;000.00R'. 124;700.00 Pk+,a1.(&000O-R'. (0;000.00R'. 00;000.00 Tuka#$ ba3u0.2&000O-R'. 6&;000.00R'. 17;6&0.00 K'a!a 3uka#$0.02&00O-R'. 00;000.00R'. 2;2&0.00 Ma#./+0.72&00O-R'. 100;000.00R'. 72;&00.00 R'. 011;600.00 ABK%G (.2& 1 KG8M) PEMBESIAN BETON BERTULANGB1" b3/#1.0&000K$ R'. 12;000.00R'. 12;(00.00 KaCa3 b3/#0.01&00K$ R'. 2&;000.00R'.)6&.00 Pk+,a0.00600O-R'. (0;000.00R'.420.00 Tuka#$ b1"0.00600O-R'. 6&;000.00R'.&2&.00 K'a!a Tuka#$0.00060O-R'. 00;000.00R'.().00 Ma#./+0.000)0O-R'. 100;000.00R'.)0.00 R'. 14;01).00 ABK%G (.)( 1 M) MEMBUAT BETON BERTULANG 1 PC 2 2 PS 2 ) SPLIET DENGAN MUTU K.22&Sm# T5' I400.00000K$ R'. 1;(00.00R'. (40;000.00 Pa1"+ B3/#0.40000M) R'. 1)0;000.00R'. &2;000.00 S'!"3 28) 4m0.72000M) R'. )6&;000.00R'. )06;&00.00 Pk+,a(.00000O-R'. (0;000.00R'. )(0;000.00 Tuka#$ ba3u1.00000O-R'. 6&;000.00R'. 6&;000.00 K'a!a 3uka#$0.10000O-R'. 00;000.00R'. 0;000.00 Ma#./+0.)0000O-R'. 100;000.00R'. )0;000.00 R'.1;46);&00.00 ABK%G (.27 1 M2 MEMBUAT BEGISTING UNTUK PONDASIKa5u 'a'a# k!a1 IPmb1"a# ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>Pmb1"a# =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUANR'.(;240;162.62 ABK%G (.40.G 1 M) MEMBUAT KOLOM BETON BERTULANG1)81) CMB$"13"#$ ? '+a#4a-)0.6(02)M2 R'. 217;240.00R'.(;61&;06(.02 177.02&&(K$ R'. 14;01).00R'.2;(46;41).71 1.00000M) R'. 011;600.00R'. 011;600.00 R'.10;264;100.6) ABK%G (.41.F 1 M) MEMBUAT RING BALOK BETON BERTULANG 1)820 CM 20.)74(2M2 R'. 217;240.00R'.4;447;6)7.4( 1)0.7)672K$ R'. 14;01).00R'.1;7));4)0.40 1.00000M) R'. 011;600.00R'. 011;600.00 R'.6;10);7(7.7( ABK%G (.41.* 1 M) MEMBUAT RING BALOK BETON BERTULANG 1)81& CM 17.)))))M2 R'. 217;240.00R'.4;001;0((.(6 11&.)0)10K$ R'. 14;01).00R'.1;(16;00).&1 1.00000M) R'. 011;600.00R'. 011;600.00 R'.(;&20;660.16 Pmb1"a#=ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.31>Pmb1"a#=ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.31>Pmb1"a#=ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUANABK%G (.41.*.1 1 M) MEMBUAT LIST PLANK KONSOL BETON BERTULANG 128(0 CM 17.)))))M2 R'. 2)4;720.00R'.4;)0&;0)).)) 161.4)426K$ R'. 14;01).00R'.2;402;)07.)( 1.00000M) R'. 011;600.00R'. 011;600.00 R'.6;(10;041.(0 ABK%G (.4) A 1 M) MEMBUAT PLAT LANTAI BETON BERTULANG TEBAL 12CM DENGAN MUTU K.22& 7.))000M2 R'. 2)4;720.00R'.1;0&(;0&0.(0 1)).46200K$ R'. 14;01).00R'.1;760;)4).14 1.00000M) R'.1;46);&00.00R'.1;46);&00.00 R'.&;200;70).64 ABK%G (.4) C 1 M) MEMBUAT PLAT BETON BERTULANG TEBAL 10CM 7.))000M2 R'. 2)4;720.00R'.1;0&(;0&0.(0 &0.70000K$ R'. 14;01).00R'. 7)6;066.40 1.00000M) R'. 011;600.00R'. 011;600.00 R'.);60&;627.00 ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP ATAP (ABK-H) ABK%* (.)21 M2 PASANGAN ATAP GENTENG METALG#3#$ m3a! '/!/1; 1.(2000Lb+ R'. )7;000.00R'. (1;&(0.00 Paku81k+u' $#3#$0.20000K$ R'. )0;000.00R'. (;000.00 Pk+,a0.20000O- R'. (0;000.00R'. 12;000.00 Tuka#$0.10000O- R'. 6&;000.00R'. 6;&00.00 K'a!a 3uka#$0.01000O- R'. 00;000.00R'.000.00 Ma#./+0.00100O- R'. 100;000.00R'.100.00 R'. 77;0(0.00 ABK%* (.))1 M2 PASANGAN ATAP SENG BJLS 20S#$ G!/mba#$ 0.6000!b+ R'. )6;&00.00R'. 2(;2&0.00 Paku S#$0.0200k$ R'. 2(;000.00R'.&20.00 Pk+,a0.4000O- R'. (0;000.00R'. 24;000.00 Tuka#$ Ka5u0.2000O- R'. 6&;000.00R'. 1&;000.00 K'a!a Tuka#$0.0200O- R'. 00;000.00R'. 1;700.00 Ma#./+0.0020O- R'. 100;000.00R'.200.00 R'. (6;660.00 ABK%* (.)41 M1 PASANGAN NOK SENG GELOMBANG BJLS )0S#$ P!a3 0.)000!b+ R'. )&;000.00R'. 10;&00.00 Paku S#$0.0400k$ R'. 2(;000.00R'. 1;040.00 Pk+,a0.1&00O- R'. (0;000.00R'. 0;000.00 Tuka#$ Ka5u0.0600O- R'. 6&;000.00R'. &;2&0.00 K'a!a Tuka#$0.0070O- R'. 00;000.00R'.620.00 Ma#./+0.00(0O- R'. 100;000.00R'.(00.00 R'.26;110.00 ABK%* (.)(1 M1 PASANGAN BUBUNGAN8DALLFLAS*ING GENTENG METALBubu#$a#8#/k $#3#$ m3a! bu!a31.10000M1 R'. )2;000.00R'. )&;200.00 Paku81k+u' $#3#$0.04000K$ R'. )0;000.00R'. 1;200.00 Pk+,a0.1&000O- R'. (0;000.00R'. 0;000.00 Tuka#$0.06000O- R'. 6&;000.00R'. &;2&0.00 K'a!a 3uka#$0.00700O- R'. 00;000.00R'.620.00 Ma#./+0.00(00O- R'. 100;000.00R'.(00.00 R'. &1;060.00 ANALISA BIAYA KONSTRUKSI PEKERJAAN LANGIT-LANGIT (ABK-I) ABK%I (.)71 M2 RANGKA PLAFOND0.01000 M) R'.);&00;000.00R'. )&;000.00 B$"13"#$ ? '+a#4a- =ABK-G 6.31>Pmb1"a# =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>B$"13"#$ ? '+a#4a- =ABK-G 6.32>Pmb1"a# =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.36>B$"13"#$ ? '+a#4a- =ABK-G 6.32>Pmb1"a# =ABK-G 6.25>B3/# 1 2 2 2 ) =ABK-G 6.13>Ka5u kua!"3a1 ba"k; ba$"a# baCa- ."1+u3 =setara Klas II>KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUANPaku b"a1a 2 B % & B 0.10000 K$ R'. 20;000.00R'. 2;000.00 Pk+,a 0.20000 O- R'. (0;000.00R'. 12;000.00 Tuka#$ 0.)0000 O- R'. 6&;000.00R'. 22;&00.00 K'a!a 3uka#$ 0.0)000 O- R'. 00;000.00R'. 2;600.00 Ma#./+ 0.01000 O- R'. 100;000.00R'. 1;000.00 R'. 6&;200.00 ABK%I (.10 1 M2 PLAFOND PL@DOODP!5C//. 242 : 122 4m 0.)6&00 Lb+ R'. &&;000.00R'. 20;(2&.00 Paku T+"'!k 0.0)000 K$ R'. 2);000.00R'.(00.00 Pk+,a 0.06000 O- R'. (0;000.00R'. 4;200.00 Tuka#$ 0.10000 O- R'. 6&;000.00R'. 6;&00.00 K'a!a 3uka#$ 0.01000 O- R'. 00;000.00R'.000.00 Ma#./+ 0.00)&0 O- R'. 100;000.00R'.)&0.00 R'. )4;2(&.00 KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUANABK%I (.10 1 M1 PASANGAN LIST PLAFOND KA@U PROFIL SIKUKa5u '+/F"! 1"ku 1.0&000 M1 R'. 1&;000.00R'. 1&;6&0.00 Paku 2B % &B 0.01000 K$ R'. 20;000.00R'.200.00 Pk+,a 0.0&000 O- R'. (0;000.00R'. );000.00 Tuka#$ 0.0&000 O- R'. 6&;000.00R'. );6&0.00 K'a!a 3uka#$ 0.00&00 O- R'. 00;000.00R'.4&0.00 Ma#./+ 0.00)00 O- R'. 100;000.00R'.)00.00 R'. 2);4&0.00 ABK%I (.24 1 M2 PLAFOND GRC ).& MMGRC ).&mm 0.)(400 Lb+ R'. 1(0;000.00R'. &7;240.00 Paku 1k+u' 0.11000 K$ R'. )0;000.00R'. );)00.00 Pk+,a 0.10000 O- R'. (0;000.00R'. (;000.00 Tuka#$ 0.0&000 O- R'. 6&;000.00R'. );6&0.00 K'a!a 3uka#$ 0.00&00 O- R'. 00;000.00R'.4&0.00 Ma#./+ 0.00&00 O- R'. 100;000.00R'.&00.00 R'. 62;240.00 ANALISA BIAYA KONSTRUKSI PEKERJAAN SANITASI (ABK-J) ABK%J (.21 BUA* MEMASANG KLOSED JONGKOKK!/1. ,/#$k/k1.00000B- R'. 2&&;000.00R'. 2&&;000.00 Sm# T5' M(.00000K$ R'. 1;)00.00R'. 6;700.00 Pa1"+ 'a1a#$0.01000M) R'. 1)0;000.00R'. 1;)00.00 Pk+,a1.00000O- R'. (0;000.00R'. (0;000.00 Tuka#$1.&0000O- R'. 6&;000.00R'. 112;&00.00 K'a!a 3uka#$1.&0000O- R'. 00;000.00R'. 1)&;000.00 Ma#./+0.10000O- R'. 100;000.00R'. 10;000.00 R'. &71;(00.00 ABK%J (.61 BUA* MEMASANG BAK MANDI FIBREGLASSBak F"b+$!a111.00000B- R'. &60;000.00R'. &60;000.00 P+!#$ka'a# =17G .a+" -a+$a bak>1.00000U#"3 R'. 102;(00.00R'. 102;(00.00 Pk+,a1.70000O- R'. (0;000.00R'. 107;000.00 Tuka#$2.60000O- R'. 6&;000.00R'. 202;&00.00 K'a!a 3uka#$0.&4000O- R'. 00;000.00R'. 47;(00.00 Ma#./+0.11000O- R'. 100;000.00R'.11;000.00 R'.1;042;600.00 ANALISA BIAYA KONSTRUKSI PEKERJAAN KUNCI DAN KACA (ABK-L) ABK%L (.241 BUA* PASANG KUNCI TANAM BIASAKu#4" 3a#am 2 1!a$1.00000B- R'. 1)0;000.00R'. 1)0;000.00 Pk+,a0.01000O- R'. (0;000.00R'.(00.00 Tuka#$0.&0000O- R'. 6&;000.00R'. )6;&00.00 K'a!a 3uka#$0.01000O- R'. 00;000.00R'.000.00 Ma#./+0.00&00O- R'. 100;000.00R'.&00.00 R'. 1(0;&00.00 ABK%L (.&1 BUA* PASANG ENGSEL PINTU KUPU%KUPUE#$1! '"#3u #5!/# ku#"#$a#1.00000B- R'. 16;000.00R'. 16;000.00 Pk+,a0.01&00O- R'. (0;000.00R'.000.00 Tuka#$0.1&000O- R'. 6&;000.00R'.11;2&0.00 K'a!a 3uka#$0.01&00O- R'. 00;000.00R'. 1;)&0.00 Ma#./+0.0006&O- R'. 100;000.00R'.6&.00 R'. )0;&6&.00 ABK%L (.( A1 BUA* PASANG ENGSEL JENDELA KUPU%KUPUKODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUANE#$1! ,#.!a #5!/# ku#"#$a#1.00000B- R'. 11;000.00R'.11;000.00 Pk+,a0.01000O- R'. (0;000.00R'.(00.00 Tuka#$0.10000O- R'. 6&;000.00R'. 6;&00.00 K'a!a 3uka#$0.01000O- R'. 00;000.00R'.000.00 Ma#./+0.000&0O- R'. 100;000.00R'.&0.00 R'. 20;0&0.00 KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUAN ABK%L (.( B1 BUA* GRENDEL TANAM PINTUG+#.!'"#3u1.00000B- R'. 1);000.00R'. 1);000.00 Pk+,a0.01000O- R'. (0;000.00R'.(00.00 Tuka#$0.10000O- R'. 6&;000.00R'. 6;&00.00 K'a!a 3uka#$0.01000O- R'. 00;000.00R'.000.00 Ma#./+0.000&0O- R'. 100;000.00R'.&0.00 R'. 22;0&0.00 ABK%L (.( C1 BUA* GRENDEL JENDELAG+#.! ,#.!a1.00000B- R'. 10;000.00R'. 10;000.00 Pk+,a0.01000O- R'. (0;000.00R'.(00.00 Tuka#$0.10000O- R'. 6&;000.00R'. 6;&00.00 K'a!a 3uka#$0.01000O- R'. 00;000.00R'.000.00 Ma#./+0.000&0O- R'. 100;000.00R'.&0.00 R'. 10;0&0.00 ABK%L (.( D1 BUA* PASANG *ANDLE JENDELA*a#.! ,#.!a1.00000B- R'. 7;000.00R'. 7;000.00 Pk+,a0.01000O- R'. (0;000.00R'.(00.00 Tuka#$0.10000O- R'. 6&;000.00R'. 6;&00.00 K'a!a 3uka#$0.01000O- R'. 00;000.00R'.000.00 Ma#./+0.000&0O- R'. 100;000.00R'.&0.00 R'. 16;0&0.00 ABK%L (.01 BUA* *AK ANGIN JENDELA*ak a#$"# ,#.!a1.00000B- R'. 7;000.00R'. 7;000.00 Pk+,a0.02000O- R'. (0;000.00R'. 1;200.00 Tuka#$0.20000O- R'. 6&;000.00R'. 1&;000.00 K'a!a 3uka#$0.02000O- R'. 00;000.00R'. 1;700.00 Ma#./+0.00100O- R'. 100;000.00R'.100.00 R'. 2(;100.00 ABK%L (.16 A1 M2 PASANGAN KACA KUSEN KA@UKa4a & mm1.10000M2 R'. 11);000.00R'. 124;)00.00 Ka5u 'a'a# k!a1 II; 3ba! 2 4m0.001&0M2 R'.);&00;000.00R'. &;2&0.00 Paku -a!u10.01000K$ R'. 2);000.00R'.2)0.00 Pk+,a0.01&00O- R'. (0;000.00R'.000.00 Tuka#$0.1&000O- R'. 6&;000.00R'.11;2&0.00 K'a!a 3uka#$0.01&00O- R'. 00;000.00R'. 1;)&0.00 Ma#./+0.0006&O- R'. 100;000.00R'.6&.00 R'. 14);)&&.00 ANALISA BIAYA KONSTRUKSI PEKERJAAN LANTAI DINDING (ABK-M)ABK%M (.44 A 1 M2 PAS. LANTAI KERAMIK ANTI SLIP KM8DC 20 A 20 CMK+am"k a#3" 1!"' 20 : 20 4m2&.00000B- R'. 4;600.00R'. 116;&00.00 Sm# T5' M10.00000K$ R'. 1;)00.00R'. 1);000.00 Pa1"+ 'a1a#$0.04200M) R'. 1)0;000.00R'. &;4(0.00 Sm# Ca+#a1.&0000K$ R'. 10;000.00R'. 1&;000.00 Pk+,a0.(2000O- R'. (0;000.00R'. )6;200.00 Tuka#$0.)&000O- R'. 6&;000.00R'. 2(;2&0.00 K'a!a 3uka#$0.0)&00O- R'. 00;000.00R'. );1&0.00 Ma#./+0.0)000O- R'. 100;000.00R'. );000.00 R'. 220;&(0.00 ABK%M (.44 B 1 M2 PAS. BATU KERAMIKBa3u K+am"k D"#."#$1.00000m2 R'. 1)0;000.00R'. 1)0;000.00 Sm# T5' M10.40000K$ R'. 1;)00.00R'. 1);&20.00 KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUANPa1"+ 'a1a#$0.04&00M) R'. 1)0;000.00R'. &;7&0.00 Pk+,a0.26000O- R'. (0;000.00R'. 1(;200.00 Tuka#$0.)&000O- R'. 6&;000.00R'. 2(;2&0.00 K'a!a 3uka#$0.01400O- R'. 00;000.00R'. 1;2(0.00 Ma#./+0.01400O- R'. 100;000.00R'. 1;400.00 R'. 104;470.00 KODE ANALISA DAN URAIAN PEKERJAAN KOOFISIENHARGA JUMLAHSATUANABK%M (.44 C 1M2 PASANGAN LANTAI KERAMIK DARNA PUTI* )0 : )0 CMK+am"k)0 : )0 4m11.0000B- R'. &;)00.00R'. &7;)00.00 Sm# T5' M10.0000K$ R'. 1;)00.00R'. 1);000.00 Pa1"+ 'a1a#$0.0420M) R'. 1)0;000.00R'. &;4(0.00 Sm# Ca+#a1.&000K$ R'. 10;000.00R'. 1&;000.00 Pk+,a0.2(00O- R'. (0;000.00R'. 1&;(00.00 Tuka#$ ba3u0.1)00O- R'. 6&;000.00R'. 0;6&0.00 K'a!a 3uka#$0.01)0O- R'. 00;000.00R'. 1;160.00 Ma#./+0.0)00O- R'. 100;000.00R'. );000.00 R'. 121;270.00 ABK%M (.44 D 1 M2 PASANGAN PA0.2(000K$ R'. 1(;000.00R'. 4;1(0.00 Pk+,a0.02000O- R'. (0;000.00R'. 1;200.00 Tuka#$0.0()00O- R'. 6&;000.00R'. 4;62&.00 K'a!a 3uka#$0.00()0O- R'. 00;000.00R'.&(6.00 Ma#./+0.002&0O- R'. 100;000.00R'.2&0.00 R'. 1);102.00