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RINCIAN EVALUASI/ KOREKSI PEKERJAAN TAMBAH - KURANG
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PROYEK
:Bapak Andri
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PEKERJAAN
:
Renovasi Rumah Tinggal
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LOKASI
:
Jl.Musi No. 20, Surabaya
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NO.
JENIS PEKERJAAN
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URAIAN PEKERJAAN VOLUME REALISASI VOLUME SAT BOBOTPROGRESS PEKERJAAN KET85.89%
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MATERIALUPAHs/d MINGGU LALUMINGGU INIs/d MINGGU INI100.00%
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 VOLUMEPROGRES BOBOTVOLUMEPROGRES BOBOTVOLUMEPROGRES BOBOT
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I
PEKERJAAN PERSIAPAN
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1
Pembersihan
 1.00 - 881,250.00 1.00 ls0.05% 1.00 100%0.05% - 0% 1.00 100%0.05%
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2
Mobilisasi tenaga & alat
 1.00 - 1,762,500.00 1.00 ls0.10% 0.90 90%0.09% - 0% 0.90 90%0.09%
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3
Mess pekerja ( di sediakan owner )
 1.00 by owner by owner 1.00 ls0.00% - 0.00% - -
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Air kerja & listrik kerja ( di sediakan owner )
 1.00 by owner by owner 1.00 ls0.00% - 0.00% - -
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5Pengukuran 1.00 - 587,500.00 1.00 ls0.03% 1.00 100%0.03% - 0% 1.00 100%0.03%
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pekerjaan bongkaran existing
248.30 - 13,712,334.37 248.30 m20.76% 248.30 100%0.76% - 0% 248.30 100%0.76%
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Sub Jumlah - 16,943,584.37 0.00% - 0.00% - -
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0.00% - 0.00% - -
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II
PEKERJAAN KONSTRUKSI BARU - 2 LANTAI
0.00% - 0.00% - -
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A
PEKERJAAN BONGKARAN
0.00% - 0.00% - -
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1
Bongkar bangunan existing + buang
 1.00 - 11,112,650.63 1.00 ls0.62% 0.80 80%0.50% - 0% 0.80 80%0.50%
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0.00% - 0.00% - -
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Sub Jumlah - 11,112,650.63 0.00% - 0.00% - -
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0.00% - 0.00% - -
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B
PEKERJAAN TANAH
0.00% - 0.00% - -
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1
Galian pondasi setempat + buang
 37.57 - 2,895,895.99 37.57 m30.16% 37.57 100%0.16% - 0% 37.57 100%0.16%
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2
Galian pondasi stroust Ø25-6mtr
 - - - - m'0.00% - 100%0.00% - 0% - 100%0.00%
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3
Galian pondasi bore pile Ø30-15mtr
 157.00 - 20,504,200.00 157.00 m'1.14% 157.00 100%1.14% - 0% 157.00 100%1.14%
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Urugan pasir di bawah pondasi pilecap
 1.58 346,662.33 49,116.68 1.58 m30.02% 1.58 100%0.02% - 0% 1.58 100%0.02%
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Sirtu urg + pemadatan
 11.68 2,366,781.94 404,218.91 11.68 m30.15% 11.68 100%0.15% - 0% 11.68 100%0.15%
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Urug tanah kembali
 6.38 - 188,950.91 6.38 m30.01% 6.38 100%0.01% - 0% 6.38 100%0.01%
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0.00% - 0.00% - 0% - 0.00%
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Sub Jumlah 2,713,444.27 24,042,382.49 0.00% - 0.00% - 0% - 0.00%
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0.00% - 0.00% - 0% - 0.00%
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C
PEKERJAAN BETON
0.00% - 0.00% - -
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1
Lantai kerja
1.63 1,018,831.90 406,244.51 1.63 m30.08% 1.63 100%0.08% - 0% 1.63 100%0.08%
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2
Pondasi stroust Ø25-6mtr
 - - - - m30.00% - 100%0.00% - 0% - 100%0.00%
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Pondasi stroust Ø30-15mtr
 11.09 24,387,483.74 13,180,408.93 11.09 m32.09% 11.09 100%2.09% - 0% 11.09 100%2.09%
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4Pile cap 4.34 14,456,625.66 4,818,875.22 4.34 m31.07% 4.34 100%1.07% - 0% 4.34 100%1.07%
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5Sloof 2.74 11,065,883.32 3,688,627.77 2.74 m30.82% 2.74 100%0.82% - 0% 2.74 100%0.82%
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6Pedestal 0.61 2,414,038.08 804,679.36 0.61 m30.18% 0.61 100%0.18% - 0% 0.61 100%0.18%
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Pekerjaan kolom
1.02 4,003,674.27 1,334,558.09 1.02 m30.30% 1.02 100%0.30% - 0% 1.02 100%0.30%
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Pekerjaan balok
 0.83 3,302,982.58 1,100,994.20 0.83 m30.25% 0.83 100%0.25% - 0% 0.83 100%0.25%
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Dak beton atap
 3.77 13,515,282.36 4,505,094.12 3.77 m31.00% 3.77 100%1.00% - 0% 3.77 100%1.00%
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Tangga beton
 4.01 15,989,009.84 5,329,669.96 4.01 m31.19% 4.01 100%1.19% - 0% 4.01 100%1.19%
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0.00% - 0.00% - 0% - 0%0.00%
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Sub Jumlah 90,153,811.75 35,169,152.16 0.00% - 0.00% - 0% - 0%0.00%
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0.00% - 0.00% - 0% - 0%0.00%
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D
PEKERJAAN BAJA
0.00% - 0.00% - 0% - 0%0.00%
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1HB 200 5,480.89 87,369,169.02 28,160,728.36 5,480.89 kg6.44% 5,480.89 100%6.44% - 0% 5,480.89 100%6.44%
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2WF250 750.52 11,963,825.48 3,856,166.23 750.52 kg0.88% 750.52 100%0.88% - 0% 750.52 100%0.88%
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3WF200 3,193.51 50,906,743.95 16,408,202.16 3,193.51 kg3.75% 3,193.51 100%3.75% - 0% 3,193.51 100%3.75%
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- balok atap - WF 200
 466.72 7,439,843.50 2,398,001.66 466.72 kg0.55% 466.72 100%0.55% - 0% 466.72 100%0.55%
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- joint T 47.68 760,040.70 244,975.43 47.68 kg0.06% 47.68 100%0.06% - 0% 47.68 100%0.06%
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- voute 47.68 760,040.70 244,975.43 47.68 kg0.06% 47.68 100%0.06% - 0% 47.68 100%0.06%
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- balok atap kudakuda - WF 200
 506.02 8,066,293.25 2,599,918.20 506.02 kg0.59% 506.02 100%0.59% - 0% 506.02 100%0.59%
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- joint T 12.16 193,835.88 62,476.96 12.16 kg0.01% 12.16 100%0.01% - 0% 12.16 100%0.01%
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- WF 200 untuk balkon
 109.85 1,751,077.92 564,405.39 109.85 kg0.13% 109.85 100%0.13% - 0% 109.85 100%0.13%
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- WF 200 untuk tambahan area tangga
 117.32 1,870,083.22 602,763.04 117.32 kg0.14% 117.32 100%0.14% - 0% 117.32 100%0.14%
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3.1
Pekerjaan Gording CNP 150x50x20 x2,3
 382.31 6,094,209.31 1,964,278.42 382.31 kg0.45% 363.19 95%0.43% - 0% 363.19 95%0.43%
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Pekerjaan Zeltech
 75.79 6,745,310.00 1,591,590.00 75.79 m20.46% 72.00 95%0.44% - 0% 72.00 95%0.44%
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Rangka atap baja ringan/galvalum
 75.79 4,812,665.00 3,630,341.00 75.79 m20.47% 72.00 95%0.45% - 0% 72.00 95%0.45%
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pekerjaan Listplank (conwood)
 35.80 1,682,600.00 1,299,540.00 35.80 m10.00% - 0.00% - 0% - 0%0.00%
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pasang triplek HMR
 79.79 - 3,750,130.00 79.79 m20.21% 75.80 95%0.20% - 0% 75.80 95%0.20%
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pek. Pasang genteng
 79.79 - 3,016,062.00 79.79 m20.17% 75.80 95%0.16% - 0% 75.80 95%0.16%
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pek. Bubungan
 24.80 - 1,185,440.00 24.80 m10.07% 19.84 80%0.05% - 0% 19.84 80%0.05%
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pek. Partisi double GRC Lt.3
 4.95 314,325.00 237,105.00 4.95 m20.03% 3.47 70%0.02% - 0% 3.47 70%0.02%
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finish cat lispank
 10.74 306,653.85 134,416.60 10.74 m20.02% 8.59 80%0.02% - 0% 8.59 80%0.02%
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Pekerjaan penambahan rangka + penutup lispang
 35.80 1,682,600.00 1,299,540.00 71.60 m10.17% 68.02 95%0.16% - 0% 68.02 95%0.16%
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4Plat joint 1.00 15,023,976.46 4,842,509.68 1.00 ls1.11% 1.00 100%1.11% - 0% 1.00 100%1.11%
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Angkur baut & Mur baut
 1.00 7,511,988.23 2,421,254.84 1.00 ls0.55% 1.00 100%0.55% - 0% 1.00 100%0.55%
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Railling (jilumesh+ramgka hollow+plat strip+cat)
 - - - - m'0.00% - 0.00% - 0% - 0%0.00%
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Hand railling (kayu+rangka besi)
 33.60 26,440,156.09 2,644,015.61 33.60 m'1.62% 33.60 100%1.62% - 0% 33.60 100%1.62%
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- Railling balkon (ramgka hollow 40x40 & hollow 20x20 + cat powder coatting black fin )
 5.50 1,357,125.00 581,625.00 5.50 0.11% 5.50 100%0.11% - 0% 5.50 100%0.11%
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7Grouting 0.05 639,576.00 95,175.00 0.05 m30.04% 0.05 100%0.04% - 0% 0.05 100%0.04%
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Kanopi lantai 1 (rangka besi + siku 40 + polycarbonate)
 1.00 22,569,051.25 5,618,443.82 1.00 unit1.57% 0.60 60%0.94% - 0% 0.60 60%0.94%
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Kanopi lantai 2 (rangka besi + siku 40 + polycarbonate)
 1.00 28,211,314.06 7,023,054.77 1.00 unit1.96% 0.60 60%1.18% - 0% 0.60 60%1.18%
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0.00% -
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Sub Jumlah 294,472,503.90 96,477,134.59 0.00% -
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0.00% -
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E
PEKERJAAN PASANGAN
0.00% -
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1
Pas. Pondasi rollag
 18.82 1,866,346.23 802,663.66 18.82 m'0.15% 18.82 100%0.15% - 0% 18.82 100%0.15%
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Pas. Pondasi batu kali
 5.49 3,703,804.68 642,712.98 5.49 m30.24% 5.49 100%0.24% - 0% 5.49 100%0.24%
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Pas. Plat lantai Ciiton
 54.00 41,589,431.91 9,027,502.55 54.00 m22.82% 54.00 100%2.82% - 0% 54.00 100%2.82%
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Pas. Dinding bata merah
 160.01 13,798,397.92 5,934,307.58 160.01 m21.10% 160.01 100%1.10% - 0% 160.01 100%1.10%
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Pas. Dinding bata ringan (tutup plester)
 - - - - m20.00% - 0.00% - 0% - 0%0.00%
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Pas. Plesteran
 375.96 6,184,599.58 13,943,179.74 375.96 m21.12% 375.96 100%1.12% - 0% 375.96 100%1.12%
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6Pas. Aci 408.57 4,500,664.92 9,310,975.59 408.57 m20.77% 408.57 100%0.77% - 0% 408.57 100%0.77%
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Pas. Benangan
 108.20 197,059.25 1,558,420.83 108.20 m'0.10% 108.20 100%0.10% - 0% 108.20 100%0.10%
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- benangan opening kusen aluminium
 109.20 1,202,906.25 2,488,572.45 109.20 m10.21% 109.20 100%0.21% - 0% 109.20 100%0.21%
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Pas. Lantai tegel + poles
 35.19 by owner 2,672,320.49 35.19 m20.15% 31.67 90%0.13% - 0% 31.67 90%0.13%
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- Poles lantai tegel
 35.19 - 971,752.91 35.19 m20.05% - 0%0.00% - 0% - 0%0.00%
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8.a
Pas. Lantai keramik
 84.67 by owner 6,429,363.53 84.67 m20.36% 67.74 80%0.29% - 0% 67.74 80%0.29%
95
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Pas. Lantai keramik 40x40
 - by owner - - m20.00% - 0.00% - 0% - 0%0.00%
96
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Waterproofing + screed
 27.00 - 7,208,919.34 27.00 m20.40% 27.00 100%0.40% - 0% 27.00 100%0.40%
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Pasang dinding motif bata expose
 182.75 by owner 27,412,800.00 182.75 m21.53% 173.61 95%1.45% - 0% 173.61 95%1.45%
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Pasangan siku pengaman pada sudut batu tempel
 98.27 m'
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Pasang roster
 18.09 by owner 1,373,652.84 18.09 m20.08% 14.47 80%0.06% - 0% 14.47 80%0.06%
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Pasang roster
 4.24 m2