Upload
irwan-jibril
View
322
Download
10
Embed Size (px)
DESCRIPTION
land clearing
Citation preview
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