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NO. URAIAN PEKERJAA 2.1.B. PEKERJAAN STRUKTUR NON STANDART B.1. PEKERJAAN PONDASI BANGUNAN Tiang pancang uk. 25 x 25 cm, pjg. 24 M Ongkos Pemancangan Tiang Pemotongan kepala tiang pancang B.2. PEKERJAAN GROUND TANK + RUMAH POMPA 1 Tiang pancang uk. 25 x 25 cm, pjg. 24 M 2 Ongkos Pemancangan Tiang 3 Pemotongan kepala tiang pancang 4 Galian tanah 5 Urug tanah kembali ruang pompa 6 Pondasi batu kali Rumah pompa 1:5 7 Urug pasir dibawah Pile Cap t=10 cm 8 Lantai kerja dibawah
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  NO.2.1.B.PEKERJAAN STRUKTUR NON STANDARTB.1.PEKERJAAN PONDASI BANGUNANTiang pancang uk. 25 x 25 cm, pg. 2! Ongk#$ P%mancangan TiangP%m#&#ngan k%pa'a &iang pancangB.2.PEKERJAAN GROUND TANK ( RU A) PO PA1Tiang pancang uk. 25 x 25 cm, pg. 2! 2Ongk#$ P%mancangan Tiang*P%m#&#ngan k%pa'a &iang pancang!Ga'ian &ana+5Uug &ana+ k%m-a'i uang p#mpaP#n/a$i -a&u ka'i Ruma+ p#mpa 105Uug pa$i /i-aa+ Pi'% 3ap &41 cm67an&ai k%a /i-aa+ Pi'% 3ap &45 cm8Uug pa$i /i-aa+ p#n/a$i -a&u ka'i &41 cm17an&ai k%a /i-aa+ p#n/a$i -a&u ka'i &45 cm11Uug pa$i /i-aa+ 'an&ai uang p#mpa &41 cm127an&ai k%a /i-aa+ 'an&ai uang p#mpa &45 cm1*Pi'% 3ap P391 4 11 -ua+9 B%&#n K9*59 B%$i -%&#n9 B%ki$&ing1!3# P'a& /a$a g#un/&ank &425 cm9 B%&#n K9*59 B%$i -%&#n9 B%ki$&ing153# -%&#n /in/ing (:#&% g#un/&ank &42 cm9 B%&#n K9*59 B%$i -%&#n9 B%ki$&ing13# -%&#n a&ap ( &u&up g#un/&ank &41 cmURAIAN PEKERJAA  9 B%&#n K9*59 B%$i -%&#n9 B%ki$&ing1P#n/a$i &apak 1x1 cm9 B%&#n K9*59 B%$i -%&#n9 B%ki$&ing163# K#'#m K1925x25 uang p#mpa  N;O7U EUNIT)ARGA SATUAN < Rp. =28&i&ik,8. >,8. >28Ti&ik11&i&ik2! >2! >11Ti&ik1.!5 * .82 * 5.8! * .! * .2 * 1.*8 * .8 * 2.!* * 1.22 * 1.88 * ?? * *28.!2KgKg@ 1!.52 2 12.15 * ?? * 2,11.85KgKg@ .2 2 *6.82 * ?? * ,65.KgKg@ *5.6 2  !.5 * ? * 5*2.22KgKg@ !.52 2 .8 * ? * 15.5KgKg@ 2.66 2
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