opname mandor aji (revamp)_03.05.2014

PERIODE 1

Proyek : WUHUAN-Petro Kimia Gresik PERIODE :Pekerjaan : Struktur Pondasi Equipment TANGGAL :Lokasi : Gresik

OPNAME PEKERJAAN MANDOR NAMA MANDOR : BAMBANG ARYO

ALAMAT MANDOR : Purwodadi

HP NO : 085216683154 / 081325440279

No Uraian Vol Satuan Harga totalProggress

KeteranganPeriode Ini Kontribusi

A TK 10011 Perataan tanah 148.41 m2 10,000 1,484,140.63 148.41 148.41 - - 1,484,141 2 Lantai kerja 148.41 m2 10,000 1,484,140.63 148.41 148.41 - - 1,484,141 3 Bekisting Lantai Kerja 43.18 m' 7,500 323,812.50 - 43.18 43.18 323,813 323,813 4 Potong Tiang Pancang 30.00 pcs 30,000 900,000.00 30.00 30.00 - - 900,000 5 Strauss Pile Connection 30.00 pcs 20,000 600,000.00 - 30.00 30.00 600,000 600,000 6 Bekisting Pondasi 38.86 m2 35,000 1,360,012.50 31.09 38.86 7.77 272,003 1,360,013 7 Pembesian 10,683.00 kg 700 7,478,100.00 9,228.07 10,683.00 1,454.93 1,018,450 7,478,100 8 Cor Pondasi 129.20 m3 35,000 4,522,000.00 - 129.20 129.20 4,522,000 4,522,000

- - - B R - 1201 - - -

1 Perataan tanah 132.67 m2 10,000 1,326,650.00 132.67 132.67 - - 1,326,650 2 Lantai kerja 132.67 m2 10,000 1,326,650.00 132.67 132.67 - - 1,326,650 3 Bekisting Lantai Kerja 40.82 m' 7,500 306,150.00 - 40.82 40.82 306,150 306,150 4 Potong Tiang Pancang 30.00 pcs 30,000 900,000.00 30.00 30.00 - - 900,000 5 Strauss Pile Connection 30.00 pcs 20,000 600,000.00 - 30.00 30.00 600,000 600,000 6 Bekisting Pondasi 24.49 m2 35,000 857,220.00 12.25 12.25 - - 428,610 7 Pembesian 8,047.26 kg 700 5,633,082.70 2,414.18 2,414.18 - - 1,689,925

- - - - - -

C T - 1301 - - - 1 Perataan tanah 41.26 m2 10,000 412,615.63 41.26 41.26 - - 412,616 2 Lantai kerja 41.26 m2 10,000 412,615.63 41.26 41.26 - - 412,616 3 Bekisting Lantai Kerja 22.77 m' 7,500 170,737.50 - 22.77 22.77 170,738 170,738 4 Potong Tiang Pancang 7.00 pcs 30,000 210,000.00 7.00 7.00 - - 210,000 5 Strauss Pile Connection 7.00 pcs 20,000 140,000.00 - 7.00 7.00 140,000 140,000 6 Bekisting Pondasi 265.75 m2 35,000 9,301,250.00 132.88 132.88 - - 4,650,625 7 Pembesian 4,810.00 kg 700 3,367,000.00 - 3,848.00 3,848.00 2,693,600 2,693,600

- - - D T - 1302 - - -

1 Perataan tanah 41.26 m2 10,000 412,615.63 41.26 41.26 - - 412,616 2 Lantai kerja 41.26 m2 10,000 412,615.63 41.26 41.26 - - 412,616 3 Bekisting Lantai Kerja 22.77 m' 7,500 170,737.50 - 22.77 22.77 170,738 170,738 4 Potong Tiang Pancang 7.00 pcs 30,000 210,000.00 7.00 7.00 - - 210,000 5 Strauss Pile Connection 7.00 pcs 20,000 140,000.00 - 7.00 7.00 140,000 140,000 5 Bekisting Pondasi 265.75 m2 35,000 9,301,250.00 132.88 132.88 - - 4,650,625 6 Pembesian 4,810.00 kg 700 3,367,000.00 - 3,848.00 3,848.00 2,693,600 2,693,600

- - - E T - 1303 - - -

1 Perataan tanah 41.26 m2 10,000 412,615.63 41.26 41.26 - - 412,616 2 Lantai kerja 41.26 m2 10,000 412,615.63 41.26 41.26 - - 412,616

Harga Satuan Periode

LaluTotal

Periode IniTotal

Kumulatif

3 Bekisting Lantai Kerja 22.77 m' 7,500 170,737.50 - 22.77 22.77 170,738 170,738 4 Potong Tiang Pancang 7.00 pcs 30,000 210,000.00 7.00 7.00 - - 210,000 5 Strauss Pile Connection 7.00 pcs 20,000 140,000.00 - 7.00 7.00 140,000 140,000 6 Bekisting Pondasi 265.75 m2 35,000 9,301,250.00 132.88 132.88 - - 4,650,625

- - - - - -

F E - 1201 - - - 1 Perataan tanah 25.50 m2 10,000 255,046.50 25.50 25.50 - - 255,047 2 Lantai kerja 25.50 m2 10,000 255,046.50 25.50 25.50 - - 255,047 3 Bekisting Lantai Kerja 17.90 m' 7,500 134,235.00 - 17.90 17.90 134,235 134,235 4 Potong Tiang Pancang 7.00 pcs 30,000 210,000.00 7.00 7.00 - - 210,000 5 Strauss Pile Connection 7.00 pcs 20,000 140,000.00 - 7.00 7.00 140,000 140,000 6 Bekisting Pondasi 25.05 m2 35,000 876,802.50 4.65 20.04 15.39 538,570 701,442 7 Pembesian 2,360.00 kg 700 1,652,000.00 - 2,360.00 2,360.00 1,652,000 1,652,000

- - - G E - 1202 - - -

1 Perataan tanah 22.89 m2 10,000 228,906.00 22.89 22.89 - - 228,906 2 Lantai kerja 22.89 m2 10,000 228,906.00 22.89 22.89 - - 228,906 3 Bekisting Lantai Kerja 16.96 m' 7,500 127,170.00 - 16.96 16.96 127,170 127,170 4 Potong Tiang Pancang 6.00 pcs 30,000 180,000.00 6.00 6.00 - - 180,000 5 Strauss Pile Connection 6.00 pcs 20,000 120,000.00 - 6.00 6.00 120,000 120,000 6 Bekisting Pondasi 20.89 m2 35,000 731,167.50 8.36 16.71 8.36 292,467 584,934 7 Pembesian 2,090.00 kg 700 1,463,000.00 - 2,090.00 2,090.00 1,463,000 1,463,000

- - - H E - 1204 - - -

1 Perataan tanah 31.92 m2 10,000 319,200.00 31.92 31.92 - - 319,200 2 Lantai kerja 31.92 m2 10,000 319,200.00 31.92 31.92 - - 319,200 3 Bekisting Lantai Kerja 30.52 m' 7,500 228,900.00 - 30.52 30.52 228,900 228,900 4 Potong Tiang Pancang 5.00 pcs 30,000 150,000.00 5.00 5.00 - - 150,000 5 Strauss Pile Connection 5.00 pcs 20,000 100,000.00 - 5.00 5.00 100,000 100,000 6 Bekisting Pondasi 48.01 m2 35,000 1,680,350.00 8.08 20.50 12.42 434,672 717,500 7 Pembesian 4,590.00 kg 700 3,213,000.00 - 4,590.00 4,590.00 3,213,000 3,213,000

I E - 12031 Perataan tanah 37.57 m2 10,000 375,750.00 - 37.57 37.57 375,750 375,750 2 Lantai kerja 37.57 m2 10,000 375,750.00 - 37.57 37.57 375,750 375,750 3 Bekisting Lantai Kerja 25.70 m' 7,500 192,750.00 - 25.70 25.70 192,750 192,750 4 Potong Tiang Pancang 5.00 pcs 30,000 150,000.00 - 5.00 5.00 150,000 150,000

J E - 12051 Perataan tanah 13.52 m2 10,000 135,196.63 - 13.52 13.52 135,197 135,197 2 Bekisting Lantai Kerja 13.03 m' 7,500 97,732.50 - 13.03 13.03 97,733 97,733 3 Lantai Kerja 13.52 m2 10,000 135,196.63 - 13.52 13.52 135,197 135,197 4 Potong Tiang Pancang 4.00 pcs 30,000 120,000.00 - 4.00 4.00 120,000 120,000

K E - 11021 Perataan tanah 39.62 m2 10,000 396,240.00 - 39.62 39.62 396,240 396,240 2 Lantai kerja 39.62 m2 10,000 396,240.00 - 39.62 39.62 396,240 396,240 3 Bekisting Lantai Kerja 25.64 m' 7,500 192,300.00 - 25.64 25.64 192,300 192,300 4 Potong Tiang Pancang 5.00 pcs 30,000 150,000.00 - 5.00 5.00 150,000 150,000

L B - 11011 Perataan tanah 23.21 m2 10,000 232,080.00 - 23.21 23.21 232,080 232,080 2 Lantai kerja 23.21 m2 10,000 232,080.00 - 23.21 23.21 232,080 232,080 3 Bekisting Lantai Kerja 98.32 m' 7,500 737,400.00 - 98.32 98.32 737,400 737,400

4 Potong Tiang Pancang 8.00 pcs 30,000 240,000.00 - 8.00 8.00 240,000 240,000 5 Strauss Pile Connection 8.00 pcs 20,000 160,000.00 - 8.00 8.00 160,000 160,000 6 Bekisting Pondasi 76.67 m2 35,000 2,683,450.00 - 53.67 53.67 1,878,415 1,878,415 7 Pembesian 3,590.00 kg 700 2,513,000.00 - 2,154.00 2,154.00 1,507,800 1,507,800

M B - 11041 Perataan tanah 18.95 m2 10,000 189,500.00 - 18.95 18.95 189,500 189,500 2 Lantai kerja 18.95 m2 10,000 189,500.00 - 18.95 18.95 189,500 189,500 3 Bekisting Lantai Kerja 74.90 m' 7,500 561,750.00 - 74.90 74.90 561,750 561,750 4 Potong Tiang Pancang 10.00 pcs 30,000 300,000.00 - 10.00 10.00 300,000 300,000 5 Strauss Pile Connection 10.00 pcs 20,000 200,000.00 - 10.00 10.00 200,000 200,000 6 Bekisting Pondasi 88.40 m2 35,000 3,094,000.00 - 61.88 61.88 2,165,800 2,165,800 7 Pembesian 4,900.00 kg 700 3,430,000.00 - 2,940.00 2,940.00 2,058,000 2,058,000

N D - 13011 Perataan tanah 20.34 m2 10,000 203,400.00 - 20.34 20.34 203,400 203,400 2 Lantai kerja 20.34 m2 10,000 203,400.00 - 20.34 20.34 203,400 203,400 3 Bekisting Lantai Kerja 76.40 m' 7,500 573,000.00 - 76.40 76.40 573,000 573,000 4 Potong Tiang Pancang 8.00 pcs 30,000 240,000.00 - 8.00 8.00 240,000 240,000 5 Strauss Pile Connection 8.00 pcs 20,000 160,000.00 - 8.00 8.00 160,000 160,000 6 Bekisting Pondasi 77.23 m2 35,000 2,703,050.00 - 54.06 54.06 1,892,135 1,892,135 7 Pembesian 5,890.00 kg 700 4,123,000.00 - 4,123.00 4,123.00 2,886,100 2,886,100

O D - 13021 Perataan tanah 13.74 m2 10,000 137,400.00 - 13.74 13.74 137,400 137,400 2 Lantai kerja 13.74 m2 10,000 137,400.00 - 13.74 13.74 137,400 137,400 3 Bekisting Lantai Kerja 39.20 m' 7,500 294,000.00 - 39.20 39.20 294,000 294,000 4 Potong Tiang Pancang 6.00 pcs 30,000 180,000.00 - 6.00 6.00 180,000 180,000 5 Bekisting Pondasi 52.48 m2 35,000 1,836,800.00 - 36.74 36.74 1,285,760 1,285,760

T O T A L 108,661,000 43,967,000 80,997,000

'file:///tt/file_convert/563db900550346aa9a990e3d/document.xls'#$8-21 Sept

OPNAME PERIODE INI Rp. 43,967,000 UANG MUKA / KASBON Rp. 5,000,000 RETENSI 5% Rp. 2,198,350 - DIBAYARKAN/DITERIMA Rp. 36,768,650 DIBULATKAN Rp. 36,768,000

Gresik, 4 Oktober 2013Dibuat oleh Diketahui dan disetujui u/ dibayarkan oleh : Diperiksa dan diterima olehPT. MARGA BANGUN PERSADA PT. MARGA BANGUN PERSADA MANDOR

FENDHY RISWANTO HARI DARMINTO WAHYUDIYATMOKO BAMBANG ARYOSite Manager Direktur Kasir

PERIODE 1


OPNAME PEKERJAAN MANDOR NAMA MANDOR : BAMBANG ARYO


HP NO : 085216683154 / 081325440279


Periode Lalu Periode Ini Kontribusi

A TK 10011 Perataan tanah 148.41 m2 10,000 1,484,140.63 148.41 148.41 - - 1,484,141 2 Lantai kerja 148.41 m2 10,000 1,484,140.63 148.41 148.41 - - 1,484,141 3 Bekisting Lantai Kerja 43.18 m' 7,500 323,812.50 43.18 43.18 - - 323,813 4 Potong Tiang Pancang 30.00 pcs 30,000 900,000.00 30.00 30.00 - - 900,000 5 Strauss Pile Connection 30.00 pcs 20,000 600,000.00 30.00 30.00 - - 600,000 6 Bekisting Pondasi 38.86 m2 35,000 1,360,012.50 38.86 38.86 - - 1,360,013 7 Pembesian 10,683.00 kg 700 7,478,100.00 10,683.00 10,683.00 - - 7,478,100 8 Cor Pondasi 129.20 m3 35,000 4,522,000.00 129.20 129.20 - - 4,522,000

- - - B R - 1201 - - -

1 Perataan tanah 132.67 m2 10,000 1,326,650.00 132.67 132.67 - - 1,326,650 2 Lantai kerja 132.67 m2 10,000 1,326,650.00 132.67 132.67 - - 1,326,650 3 Bekisting Lantai Kerja 40.82 m' 7,500 306,150.00 40.82 40.82 - - 306,150 4 Potong Tiang Pancang 30.00 pcs 30,000 900,000.00 30.00 30.00 - - 900,000 5 Strauss Pile Connection 30.00 pcs 20,000 600,000.00 30.00 30.00 - - 600,000 6 Bekisting Pondasi 24.49 m2 35,000 857,220.00 12.25 19.59 7.35 257,166 685,776 7 Pembesian 12,701.50 kg 700 8,891,050.00 2,414.18 6,350.75 3,936.57 2,755,600 4,445,525

- - - - - -

C T - 1301 - - - 1 Perataan tanah 41.26 m2 10,000 412,615.63 41.26 41.26 - - 412,616 2 Lantai kerja 41.26 m2 10,000 412,615.63 41.26 41.26 - - 412,616 3 Bekisting Lantai Kerja 22.77 m' 7,500 170,737.50 22.77 22.77 - - 170,738 4 Potong Tiang Pancang 7.00 pcs 30,000 210,000.00 7.00 7.00 - - 210,000 5 Strauss Pile Connection 7.00 pcs 20,000 140,000.00 7.00 7.00 - - 140,000 6 Bekisting Pondasi 265.75 m2 35,000 9,301,250.00 132.88 132.88 - - 4,650,625 7 Pembesian 8,901.50 kg 700 6,231,050.00 3,848.00 8,456.43 4,608.42 3,225,897 5,919,497 8 Cor Pondasi 30.10 m3 35,000 1,053,500.00 30.10 30.10 1,053,500 1,053,500

- - - D T - 1302 - - -

1 Perataan tanah 41.26 m2 10,000 412,615.63 41.26 41.26 - - 412,616 2 Lantai kerja 41.26 m2 10,000 412,615.63 41.26 41.26 - - 412,616

Harga Satuan Total Periode

IniTotal

Kumulatif

3 Bekisting Lantai Kerja 22.77 m' 7,500 170,737.50 22.77 22.77 - - 170,738 4 Potong Tiang Pancang 7.00 pcs 30,000 210,000.00 7.00 7.00 - - 210,000 5 Strauss Pile Connection 7.00 pcs 20,000 140,000.00 7.00 7.00 - - 140,000 6 Bekisting Pondasi 265.75 m2 35,000 9,301,250.00 132.88 132.88 - - 4,650,625 7 Pembesian 8,901.50 kg 700 6,231,050.00 3,848.00 7,121.20 3,273.20 2,291,240 4,984,840 8 Cor Pondasi 30.10 m3 35,000 1,053,500.00 30.10 30.10 1,053,500 1,053,500

- - - E T - 1303 - - -

1 Perataan tanah 41.26 m2 10,000 412,615.63 41.26 41.26 - - 412,616 2 Lantai kerja 41.26 m2 10,000 412,615.63 41.26 41.26 - - 412,616 3 Bekisting Lantai Kerja 22.77 m' 7,500 170,737.50 22.77 22.77 - - 170,738 4 Potong Tiang Pancang 7.00 pcs 30,000 210,000.00 7.00 7.00 - - 210,000 5 Strauss Pile Connection 7.00 pcs 20,000 140,000.00 7.00 7.00 - - 140,000 6 Bekisting Pondasi 265.75 m2 35,000 9,301,250.00 132.88 132.88 - - 4,650,625

- - - - - -

F E - 1201 - - - 1 Perataan tanah 25.50 m2 10,000 255,046.50 25.50 25.50 - - 255,047 2 Lantai kerja 25.50 m2 10,000 255,046.50 25.50 25.50 - - 255,047 3 Bekisting Lantai Kerja 17.90 m' 7,500 134,235.00 17.90 17.90 - - 134,235 4 Potong Tiang Pancang 7.00 pcs 30,000 210,000.00 7.00 7.00 - - 210,000 5 Strauss Pile Connection 7.00 pcs 20,000 140,000.00 7.00 7.00 - - 140,000 6 Bekisting Pondasi 25.05 m2 35,000 876,802.50 20.04 20.04 - - 701,442 7 Pembesian 2,536.50 kg 700 1,775,550.00 2,360.00 2,536.50 176.50 123,550 1,775,550

- - - G E - 1202 - - -

1 Perataan tanah 22.89 m2 10,000 228,906.00 22.89 22.89 - - 228,906 2 Lantai kerja 22.89 m2 10,000 228,906.00 22.89 22.89 - - 228,906 3 Bekisting Lantai Kerja 16.96 m' 7,500 127,170.00 16.96 16.96 - - 127,170 4 Potong Tiang Pancang 6.00 pcs 30,000 180,000.00 6.00 6.00 - - 180,000 5 Strauss Pile Connection 6.00 pcs 20,000 120,000.00 6.00 6.00 - - 120,000 6 Bekisting Pondasi 20.89 m2 35,000 731,167.50 16.71 16.71 - - 584,934 7 Pembesian 2,142.00 kg 700 1,499,400.00 2,090.00 2,142.00 52.00 36,400 1,499,400

- - - H E - 1204 - - -

1 Perataan tanah 31.92 m2 10,000 319,200.00 31.92 31.92 - - 319,200 2 Lantai kerja 31.92 m2 10,000 319,200.00 31.92 31.92 - - 319,200 3 Bekisting Lantai Kerja 30.52 m' 7,500 228,900.00 30.52 30.52 - - 228,900 4 Potong Tiang Pancang 5.00 pcs 30,000 150,000.00 5.00 5.00 - - 150,000 5 Strauss Pile Connection 5.00 pcs 20,000 100,000.00 5.00 5.00 - - 100,000 6 Bekisting Pondasi 48.01 m2 35,000 1,680,350.00 20.50 20.50 - - 717,500 7 Pembesian 4,590.00 kg 700 3,213,000.00 4,590.00 4,590.00 - - 3,213,000

I E - 12031 Perataan tanah 37.57 m2 10,000 375,750.00 37.57 37.57 - - 375,750 2 Lantai kerja 37.57 m2 10,000 375,750.00 37.57 37.57 - - 375,750 3 Bekisting Lantai Kerja 25.70 m' 7,500 192,750.00 25.70 25.70 - - 192,750 4 Potong Tiang Pancang 5.00 pcs 30,000 150,000.00 5.00 5.00 - - 150,000 5 Strauss Pile Connection 5.00 pcs 30,000 150,000.00 5.00 5.00 150,000 150,000

6 Bekisting Pondasi 19.58 m2 35,000 685,300.00 19.58 19.58 685,300 685,300 7 Pembesian 4,978.00 kg 700 3,484,600.00 4,978.00 4,978.00 3,484,600 3,484,600 8 Cor Pondasi 24.04 m3 35,000 841,225.00 24.04 24.04 841,225 841,225

J E - 12051 Perataan tanah 13.52 m2 10,000 135,196.63 13.52 13.52 - - 135,197 2 Bekisting Lantai Kerja 13.03 m' 7,500 97,732.50 13.03 13.03 - - 97,733 3 Lantai Kerja 13.52 m2 10,000 135,196.63 13.52 13.52 - - 135,197 4 Potong Tiang Pancang 4.00 pcs 30,000 120,000.00 4.00 4.00 - - 120,000 5 Strauss Pile Connection 4.00 pcs 30,000 120,000.00 4.00 4.00 120,000 120,000 6 Bekisting Pondasi 13.95 m2 35,000 488,250.00 11.16 11.16 390,600 390,600 7 Pembesian 1,767.00 kg 700 1,236,900.00 1,767.00 1,767.00 1,236,900 1,236,900

K E - 11021 Perataan tanah 39.62 m2 10,000 396,240.00 39.62 39.62 - - 396,240 2 Lantai kerja 39.62 m2 10,000 396,240.00 39.62 39.62 - - 396,240 3 Bekisting Lantai Kerja 25.64 m' 7,500 192,300.00 25.64 25.64 - - 192,300 4 Potong Tiang Pancang 5.00 pcs 30,000 150,000.00 5.00 5.00 - - 150,000 5 Strauss Pile Connection 5.00 pcs 7,500 37,500.00 5.00 5.00 37,500 37,500 6 Bekisting Pondasi 34.97 m2 35,000 1,223,775.00 20.98 20.98 734,265 734,265 7 Pembesian 3,629.00 kg 700 2,540,300.00 3,629.00 3,629.00 2,540,300 2,540,300 8 Cor Pondasi 25.28 m3 35,000 884,940.00 25.28 25.28 884,940 884,940

L B - 11011 Perataan tanah 23.21 m2 10,000 232,080.00 23.21 23.21 - - 232,080 2 Lantai kerja 23.21 m2 10,000 232,080.00 23.21 23.21 - - 232,080 3 Bekisting Lantai Kerja 98.32 m' 7,500 737,400.00 98.32 98.32 - - 737,400 4 Potong Tiang Pancang 8.00 pcs 30,000 240,000.00 8.00 8.00 - - 240,000 5 Strauss Pile Connection 8.00 pcs 20,000 160,000.00 8.00 8.00 - - 160,000 6 Bekisting Pondasi 81.94 m2 35,000 2,867,760.00 53.67 73.74 20.07 702,569 2,580,984 7 Pembesian 3,260.00 kg 700 2,282,000.00 2,154.00 3,260.00 1,106.00 774,200 2,282,000

M B - 11041 Perataan tanah 18.95 m2 10,000 189,500.00 18.95 18.95 - - 189,500 2 Lantai kerja 18.95 m2 10,000 189,500.00 18.95 18.95 - - 189,500 3 Bekisting Lantai Kerja 74.90 m' 7,500 561,750.00 74.90 74.90 - - 561,750 4 Potong Tiang Pancang 10.00 pcs 30,000 300,000.00 10.00 10.00 - - 300,000 5 Strauss Pile Connection 10.00 pcs 20,000 200,000.00 10.00 10.00 - - 200,000 6 Bekisting Pondasi 95.36 m2 35,000 3,337,635.00 61.88 76.29 14.41 504,308 2,670,108 7 Pembesian 4,900.00 kg 700 3,430,000.00 2,940.00 4,900.00 1,960.00 1,372,000 3,430,000

N D - 13011 Perataan tanah 20.34 m2 10,000 203,400.00 20.34 20.34 - - 203,400 2 Lantai kerja 20.34 m2 10,000 203,400.00 20.34 20.34 - - 203,400 3 Bekisting Lantai Kerja 76.40 m' 7,500 573,000.00 76.40 76.40 - - 573,000 4 Potong Tiang Pancang 8.00 pcs 30,000 240,000.00 8.00 8.00 - - 240,000 5 Strauss Pile Connection 8.00 pcs 20,000 160,000.00 8.00 8.00 - - 160,000 6 Bekisting Pondasi 77.23 m2 35,000 2,703,050.00 54.06 61.78 7.72 270,305 2,162,440 7 Pembesian 5,890.00 kg 700 4,123,000.00 4,123.00 5,890.00 1,767.00 1,236,900 4,123,000

8 Cor Pondasi 11.64 m3 35,000 407,400.00 11.64 11.64 407,400 407,400

O D - 13021 Perataan tanah 13.74 m2 10,000 137,400.00 13.74 13.74 - - 137,400 2 Lantai kerja 13.74 m2 10,000 137,400.00 13.74 13.74 - - 137,400 3 Bekisting Lantai Kerja 39.20 m' 7,500 294,000.00 39.20 39.20 - - 294,000 4 Potong Tiang Pancang 6.00 pcs 30,000 180,000.00 6.00 6.00 - - 180,000 5 Bekisting Pondasi 52.48 m2 35,000 1,836,800.00 36.74 36.74 - - 1,285,760

T O T A L 132,212,000 27,170,000 108,167,000

'file:///tt/file_convert/563db900550346aa9a990e3d/document.xls'#$19.10.2013

OPNAME PERIODE INI Rp. 27,170,000 UANG MUKA / KASBON Rp. 10,000,000 RETENSI 5% Rp. 1,358,500 - DIBAYARKAN/DITERIMA Rp. 15,811,500 DIBULATKAN Rp. 15,811,000

Gresik, 18 Oktober 2013Dibuat oleh Diketahui dan disetujui u/ dibayarkan oleh : Diperiksa dan diterima olehPT. MARGA BANGUN PERSADA PT. MARGA BANGUN PERSADA MANDOR


OPNAME PEKERJAAN MANDOR

Keterangan


KONTRAK PEKERJAAN MANDOR NAMA MANDOR : BAMBANG ARYO


HP NO : 085216683154 / 081325440279


KeteranganPeriode Ini Kontribusi Total Periode Ini

A TK 10011 Perataan tanah 148.41 m2 10,000 1,484,140.63 148.41 148.41 - - 1,484,141 2 Lantai kerja 148.41 m2 10,000 1,484,140.63 148.41 148.41 - - 1,484,141 3 Bekisting Lantai Kerja 43.18 m' 7,500 323,812.50 43.18 43.18 - - 323,813 4 Potong Tiang Pancang 30.00 pcs 30,000 900,000.00 30.00 30.00 - - 900,000 5 Strauss Pile Connection 30.00 pcs 20,000 600,000.00 30.00 30.00 - - 600,000 6 Bekisting Pondasi 38.86 m2 35,000 1,360,012.50 38.86 38.86 - - 1,360,013 7 Pembesian 10,683.00 kg 700 7,478,100.00 10,683.00 10,683.00 - - 7,478,100 8 Cor Pondasi 129.20 m3 35,000 4,522,000.00 129.20 129.20 - - 4,522,000

- - - B R - 1201 - - -

1 Perataan tanah 132.67 m2 10,000 1,326,650.00 132.67 132.67 - - 1,326,650 2 Lantai kerja 132.67 m2 10,000 1,326,650.00 132.67 132.67 - - 1,326,650 3 Bekisting Lantai Kerja 40.82 m' 7,500 306,150.00 40.82 40.82 - - 306,150 4 Potong Tiang Pancang 30.00 pcs 30,000 900,000.00 30.00 30.00 - - 900,000 5 Strauss Pile Connection 30.00 pcs 20,000 600,000.00 30.00 30.00 - - 600,000 6 Bekisting Pondasi 67.09 m2 35,000 2,348,181.50 53.67 53.67 - - 1,878,545 7 Pembesian 13,102.60 kg 700 9,171,820.00 13,102.60 13,102.60 - - 9,171,820 8 Cor Pondasi 79.60 m3 35,000 2,786,000.00 - - - 9 Cor Kolom 4.90 m3 35,000 171,500.00

- - - C T - 1301 - - -

1 Perataan tanah 41.26 m2 10,000 412,615.63 41.26 41.26 - - 412,616 2 Lantai kerja 41.26 m2 10,000 412,615.63 41.26 41.26 - - 412,616 3 Bekisting Lantai Kerja 22.77 m' 7,500 170,737.50 22.77 22.77 - - 170,738 4 Potong Tiang Pancang 7.00 pcs 30,000 210,000.00 7.00 7.00 - - 210,000 5 Strauss Pile Connection 7.00 pcs 20,000 140,000.00 7.00 7.00 - - 140,000 6 Bekisting Pondasi 291.90 m2 35,000 10,216,500.00 291.90 291.90 - - 10,216,500 7 Pembesian 9,182.60 kg 700 6,427,820.00 9,182.60 9,182.60 - - 6,427,820


LaluTotal

Kumulatif

8 Cor Pondasi 33.00 m3 35,000 1,155,000.00 33.00 33.00 - - 1,155,000 9 Cor Wall 51.10 m3 35,000 1,788,500.00 51.10 51.10 1,788,500 1,788,500

10 Pasang Tie Rod 336.00 pcs 3,000 1,008,000.00 288.00 336.00 48.00 144,000 1,008,000

D T - 1302 - - - 1 Perataan tanah 41.26 m2 10,000 412,615.63 41.26 41.26 - - 412,616 2 Lantai kerja 41.26 m2 10,000 412,615.63 41.26 41.26 - - 412,616 3 Bekisting Lantai Kerja 22.77 m' 7,500 170,737.50 22.77 22.77 - - 170,738 4 Potong Tiang Pancang 7.00 pcs 30,000 210,000.00 7.00 7.00 - - 210,000 5 Strauss Pile Connection 7.00 pcs 20,000 140,000.00 7.00 7.00 - - 140,000 6 Bekisting Pondasi 291.90 m2 35,000 10,216,500.00 189.73 218.92 29.19 1,021,650 7,662,375 7 Pembesian 9,182.60 kg 700 6,427,820.00 9,182.60 9,182.60 - - 6,427,820 8 Cor Pondasi 33.00 m3 35,000 1,155,000.00 33.00 33.00 - - 1,155,000 9 Cor Wall 51.10 m3 35,000 1,788,500.00

10 Pasang Tie Rod 336.00 pcs 3,000 1,008,000.00 - - - - - -

E T - 1303 - - - 1 Perataan tanah 41.26 m2 10,000 412,615.63 41.26 41.26 - - 412,616 2 Lantai kerja 41.26 m2 10,000 412,615.63 41.26 41.26 - - 412,616 3 Bekisting Lantai Kerja 22.77 m' 7,500 170,737.50 22.77 22.77 - - 170,738 4 Potong Tiang Pancang 7.00 pcs 30,000 210,000.00 7.00 7.00 - - 210,000 5 Strauss Pile Connection 7.00 pcs 20,000 140,000.00 7.00 7.00 - - 140,000 6 Bekisting Pondasi 291.90 m2 35,000 10,216,500.00 189.73 189.73 - - 6,640,725 7 Pembesian 9,182.60 kg 700 6,427,820.00 9,182.60 9,182.60 - - 6,427,820 8 Cor Pondasi 33.00 m3 35,000 1,155,000.00 33.00 33.00 - - 1,155,000 9 Cor Wall 51.10 m3 35,000 1,788,500.00 - - -

10 Pasang Tie Rod 336.00 pcs 3,000 1,008,000.00 - - - - - -

F E - 1201 - - - 1 Perataan tanah 25.50 m2 10,000 255,046.50 25.50 25.50 - - 255,047 2 Lantai kerja 25.50 m2 10,000 255,046.50 25.50 25.50 - - 255,047 3 Bekisting Lantai Kerja 17.90 m' 7,500 134,235.00 17.90 17.90 - - 134,235 4 Potong Tiang Pancang 7.00 pcs 30,000 210,000.00 7.00 7.00 - - 210,000 5 Strauss Pile Connection 7.00 pcs 20,000 140,000.00 7.00 7.00 - - 140,000 6 Bekisting Pondasi 25.05 m2 35,000 876,802.50 25.05 25.05 - - 876,803 7 Pembesian 2,536.50 kg 700 1,775,550.00 2,536.50 2,536.50 - - 1,775,550 8 Cor Pondasi 15.30 m3 35,000 535,597.65 15.30 15.30 - - 535,598 9 Cor Wall 2.40 m3 35,000 84,000.00 2.40 2.40 84,000 84,000

- - - G E - 1202 - - -

1 Perataan tanah 22.89 m2 10,000 228,906.00 22.89 22.89 - - 228,906 2 Lantai kerja 22.89 m2 10,000 228,906.00 22.89 22.89 - - 228,906 3 Bekisting Lantai Kerja 16.96 m' 7,500 127,170.00 16.96 16.96 - - 127,170 4 Potong Tiang Pancang 6.00 pcs 30,000 180,000.00 6.00 6.00 - - 180,000

5 Strauss Pile Connection 6.00 pcs 20,000 120,000.00 6.00 6.00 - - 120,000 6 Bekisting Pondasi 24.13 m2 35,000 844,550.00 24.13 24.13 - - 844,550 7 Pembesian 2,142.00 kg 700 1,499,400.00 2,142.00 2,142.00 - - 1,499,400 8 Cor Pondasi 15.67 m3 35,000 548,415.00 15.67 15.67 - - 548,415 9 Cor Wall 2.30 m3 35,000 80,500.00 2.30 2.30 80,500 80,500

- - - H E - 1204 - - -

1 Perataan tanah 31.92 m2 10,000 319,200.00 31.92 31.92 - - 319,200 2 Lantai kerja 31.92 m2 10,000 319,200.00 31.92 31.92 - - 319,200 3 Bekisting Lantai Kerja 30.52 m' 7,500 228,900.00 30.52 30.52 - - 228,900 4 Potong Tiang Pancang 5.00 pcs 30,000 150,000.00 5.00 5.00 - - 150,000 5 Strauss Pile Connection 5.00 pcs 20,000 100,000.00 5.00 5.00 - - 100,000 6 Bekisting Pondasi 48.01 m2 35,000 1,680,350.00 20.50 20.50 - - 717,500 7 Bekisting Block Out 13.00 pcs 30,000 390,000.00 13.00 13.00 390,000 390,000 8 Pembesian 4,590.00 kg 700 3,213,000.00 4,590.00 4,590.00 - - 3,213,000 9 Cor Pondasi 24.00 m3 35,000 840,000.00 24.00 24.00 - - 840,000

10 Cor Kolom 5.50 m3 50,000 275,000.00 5.50 5.50 275,000 275,000 manual

I E - 12031 Perataan tanah 37.57 m2 10,000 375,750.00 37.57 37.57 - - 375,750 2 Lantai kerja 37.57 m2 10,000 375,750.00 37.57 37.57 - - 375,750 3 Bekisting Lantai Kerja 25.70 m' 7,500 192,750.00 25.70 25.70 - - 192,750 4 Potong Tiang Pancang 5.00 pcs 30,000 150,000.00 5.00 5.00 - - 150,000 5 Strauss Pile Connection 5.00 pcs 30,000 150,000.00 5.00 5.00 - - 150,000 6 Bekisting Pondasi 54.75 m2 35,000 1,916,397.00 54.75 54.75 - - 1,916,397 7 Bekisting Block Out 13.00 pcd 30,000 390,000.00 - 13.00 13.00 390,000 390,000 8 Pembesian 4,978.00 kg 700 3,484,600.00 4,978.00 4,978.00 - - 3,484,600 9 Cor Pondasi 24.04 m3 35,000 841,225.00 24.04 24.04 - - 841,225

10 Cor Kolom 5.41 m3 35,000 189,175.00 5.41 5.41 - - 189,175

J E - 12051 Perataan tanah 13.52 m2 10,000 135,196.63 13.52 13.52 - - 135,197 2 Bekisting Lantai Kerja 13.03 m' 7,500 97,732.50 13.03 13.03 - - 97,733 3 Lantai Kerja 13.52 m2 10,000 135,196.63 13.52 13.52 - - 135,197 4 Potong Tiang Pancang 4.00 pcs 30,000 120,000.00 4.00 4.00 - - 120,000 5 Strauss Pile Connection 4.00 pcs 30,000 120,000.00 4.00 4.00 - - 120,000 6 Bekisting Pondasi 13.95 m2 35,000 488,250.00 11.16 11.16 - - 390,600 7 Pembesian 1,767.00 kg 700 1,236,900.00 1,767.00 1,767.00 - - 1,236,900 8 Cor Pondasi 14.62 m3 35,000 511,692.91

K E - 11021 Perataan tanah 39.62 m2 10,000 396,240.00 39.62 39.62 - - 396,240 2 Lantai kerja 39.62 m2 10,000 396,240.00 39.62 39.62 - - 396,240 3 Bekisting Lantai Kerja 25.64 m' 7,500 192,300.00 25.64 25.64 - - 192,300 4 Potong Tiang Pancang 5.00 pcs 30,000 150,000.00 5.00 5.00 - - 150,000

5 Strauss Pile Connection 5.00 pcs 20,000 100,000.00 5.00 5.00 - - 100,000 6 Bekisting Pondasi 34.97 m2 35,000 1,223,775.00 34.97 34.97 - - 1,223,775 7 Bekisting Block Out 10.00 pcs 30,000 300,000.00 - 10.00 10.00 300,000 300,000 8 Pembesian 3,629.00 kg 700 2,540,300.00 3,629.00 3,629.00 - - 2,540,300 9 Cor Pondasi 36.57 m3 35,000 1,280,125.00 36.57 36.57 - - 1,280,125

10 Cor Kolom 3.00 m3 35,000 105,000.00 3.00 3.00 - - 105,000

L B - 11011 Perataan tanah 23.21 m2 10,000 232,080.00 23.21 23.21 - - 232,080 2 Lantai kerja 23.21 m2 10,000 232,080.00 23.21 23.21 - - 232,080 3 Bekisting Lantai Kerja 98.32 m' 7,500 737,400.00 98.32 98.32 - - 737,400 4 Potong Tiang Pancang 8.00 pcs 30,000 240,000.00 8.00 8.00 - - 240,000 5 Strauss Pile Connection 8.00 pcs 20,000 160,000.00 8.00 8.00 - - 160,000 6 Bekisting Pondasi 90.34 m2 35,000 3,161,970.00 90.34 90.34 - - 3,161,970 7 Bekisting Block Out 16.00 pcs 30,000 480,000.00 - 16.00 16.00 480,000 480,000 8 Pembesian 3,260.00 kg 700 2,282,000.00 3,260.00 3,260.00 - - 2,282,000 9 Cor Pondasi 15.00 m3 35,000 525,000.00 15.00 15.00 - - 525,000

10 Cor Wall 7.00 m3 35,000 245,000.00 7.00 7.00 - - 245,000 11 Pasang Tie Rod 48.00 pcs 3,000 144,000.00 48.00 48.00 - - 144,000

M B - 11041 Perataan tanah 18.95 m2 10,000 189,500.00 18.95 18.95 - - 189,500 2 Lantai kerja 18.95 m2 10,000 189,500.00 18.95 18.95 - - 189,500 3 Bekisting Lantai Kerja 74.90 m' 7,500 561,750.00 74.90 74.90 - - 561,750 4 Potong Tiang Pancang 10.00 pcs 30,000 300,000.00 10.00 10.00 - - 300,000 5 Strauss Pile Connection 10.00 pcs 20,000 200,000.00 10.00 10.00 - - 200,000 6 Bekisting Pondasi 95.36 m2 35,000 3,337,635.00 95.36 95.36 - - 3,337,635 7 Bekisting Block Out 17.00 pcs 30,000 510,000.00 - 17.00 17.00 510,000 510,000 8 Pembesian 4,900.00 kg 700 3,430,000.00 4,900.00 4,900.00 - - 3,430,000 9 Cor Pondasi 14.00 m3 35,000 490,000.00 14.00 14.00 - - 490,000

10 Cor Wall 12.30 m3 35,000 430,500.00 12.30 12.30 - - 430,500 11 Pasang Tie Rod 60.00 pcs 3,000 180,000.00 60.00 60.00 - - 180,000

N D - 13011 Perataan tanah 20.34 m2 10,000 203,400.00 20.34 20.34 - - 203,400 2 Lantai kerja 20.34 m2 10,000 203,400.00 20.34 20.34 - - 203,400 3 Bekisting Lantai Kerja 76.40 m' 7,500 573,000.00 76.40 76.40 - - 573,000 4 Potong Tiang Pancang 8.00 pcs 30,000 240,000.00 8.00 8.00 - - 240,000 5 Strauss Pile Connection 8.00 pcs 20,000 160,000.00 8.00 8.00 - - 160,000 6 Bekisting Pondasi 75.47 m2 35,000 2,641,275.00 75.47 75.47 - - 2,641,275 7 Pembesian 5,890.00 kg 700 4,123,000.00 5,890.00 5,890.00 - - 4,123,000 8 Cor Pondasi 11.64 m3 35,000 407,400.00 11.64 11.64 - - 407,400 9 Cor Wall 8.00 m3 35,000 280,000.00 8.00 8.00 - - 280,000

10 Pasang Tie Rod 48.00 pcs 3,000 144,000.00 48.00 48.00 - - 144,000

O D - 13021 Perataan tanah 13.74 m2 10,000 137,400.00 13.74 13.74 - - 137,400 2 Lantai kerja 13.74 m2 10,000 137,400.00 13.74 13.74 - - 137,400 3 Bekisting Lantai Kerja 39.20 m' 7,500 294,000.00 39.20 39.20 - - 294,000 4 Potong Tiang Pancang 6.00 pcs 30,000 180,000.00 6.00 6.00 - - 180,000 5 Strauss Pile Connection 6.00 pcs 20,000 120,000.00 6.00 6.00 - - 120,000 6 Bekisting Pondasi 52.48 m2 35,000 1,836,800.00 52.48 52.48 - - 1,836,800 7 Pembesian 2,669.00 kg 700 1,868,300.00 2,669.00 2,669.00 - - 1,868,300 8 Cor Pondasi 9.26 m3 35,000 323,960.00 9.26 9.26 - - 323,960 9 Cor Wall 6.50 m3 35,000 227,500.00 - - -

10 Pasang Tie Rod 48.00 pcs 3,000 144,000.00 48.00 48.00 - - 144,000

P FILL 10011 Perataan tanah 23.95 m2 10,000 239,544.00 23.95 23.95 - - 239,544 2 Lantai kerja 23.95 m2 10,000 239,544.00 23.95 23.95 - - 239,544 3 Bekisting Lantai Kerja 98.80 m' 7,500 741,000.00 98.80 98.80 - - 741,000 4 Potong Tiang Pancang 10.00 pcs 30,000 300,000.00 10.00 10.00 - - 300,000 5 Strauss Pile Connection 10.00 pcs 20,000 200,000.00 10.00 10.00 - - 200,000 6 Bekisting Pondasi 114.66 m2 35,000 4,013,275.00 91.28 114.66 23.38 818,475 4,013,275 7 Pembesian 5,686.50 kg 700 3,980,550.00 2,767.22 5,686.50 2,919.28 2,043,496 3,980,550 8 Cor Pondasi 20.10 m3 50,000 1,005,000.00 20.10 20.10 1,005,000 1,005,000 manual

Q BLOWER SHELTER1 Perataan tanah 64.02 m2 10,000 640,186.00 32.84 64.02 31.18 311,786 640,186 2 Lantai kerja 64.02 m2 10,000 640,186.00 32.84 64.02 31.18 311,786 640,186 3 Bekisting Lantai Kerja 236.07 m' 7,500 1,770,525.00 109.00 236.07 127.07 953,025 1,770,525 4 Potong Tiang Pancang 21.00 pcs 30,000 630,000.00 9.00 21.00 12.00 360,000 630,000 5 Strauss Pile Connection 21.00 pcs 20,000 420,000.00 9.00 21.00 12.00 240,000 420,000 6 Bekisting Pondasi 203.37 m2 35,000 7,117,950.00 203.37 203.37 7,117,950 7,117,950 7 Pasang Scaffolding 61.20 m2 9,000 550,800.00 61.20 61.20 550,800 550,800 8 Pembesian 7,232.40 kg 700 5,062,680.00 7,232.40 7,232.40 5,062,680 5,062,680

T O T A L 196,203,000 ` 24,238,000 179,253,000

'file:///tt/file_convert/563db900550346aa9a990e3d/document.xls'#$1.11.2013

OPNAME PERIODE INI Rp. 24,238,000 16,950,000.00

Bekisting Block Out Rp. 1,043,350 UANG MUKA / KASBON Rp. 7,000,000 RETENSI 5% Rp. 1,211,900 - DIBAYARKAN/DITERIMA Rp. 14,982,750 DIBULATKAN Rp. 14,982,000

Gresik, 29 Nopember 2013Dibuat oleh Diketahui dan disetujui u/ dibayarkan oleh : Diperiksa dan diterima oleh

PT. MARGA BANGUN PERSADA PT. MARGA BANGUN PERSADA MANDOR


6454

11.2554.8810.24

9

200000 1 20000090000 3 27000075000 5 37500060000 13 780000

16 15 1 15 162500017 15 2 30 73,864 18 19 1 1919 19 1 1920 19 2 3821 19 2 3822 19 1 1923 19 1 1924 19 1 1925 19 1 1926 19 2 3827 19 1 1928 19 1 1929 12 1 1230 12 1 12

335 24,744,318

Proyek : WUHUAN-Petro Kimia Gresik PERIODE :Pekerjaan : Struktur Pondasi Equipment TANGGAL : 1 - 14 Desember 2013

Lokasi : Gresik

KONTRAK PEKERJAAN MANDOR NAMA MANDOR : AJI


HP NO


KeteranganPeriode Ini Kontribusi Total Kumulatif

A SS Purification1 Perataan tanah 102.34 m2 10,000 1,023,400.00 102.34 102.34 - - 1,023,400 2 Bekisting Lantai Kerja 310.00 m' 7,500 2,325,000.00 310.00 310.00 - - 2,325,000 3 Lantai kerja 102.34 m2 10,000 1,023,400.00 75.38 102.34 26.96 269,600 1,023,400 4 Strauss Pile Connection 37.00 pcs 20,000 740,000.00 - 37.00 37.00 740,000 740,000 5 Bekisting Pondasi 221.99 m2 35,000 7,769,510.00 - 221.99 221.99 7,769,510 7,769,510 6 Pembesian 17,459.00 kg 700 12,221,300.00 - 17,459.00 17,459.00 12,221,300 12,221,300 7 Pasang Scaffolding 91.80 m2 9,000 826,200.00 - 91.80 91.80 826,200 826,200

T O T A L 25,928,000 ` 21,826,000 25,928,000

'file:///tt/file_convert/563db900550346aa9a990e3d/document.xls'#$1 - 14 Desember 2013

OPNAME PERIODE INI Rp. 21,826,000 -

UANG MUKA / KASBON Rp. 2,000,000 RETENSI 5% Rp. 1,091,300 - DIBAYARKAN/DITERIMA Rp. 18,734,700 DIBULATKAN Rp. 18,734,000

Gresik, 13 Desember 2013Dibuat oleh Diketahui dan disetujui u/ dibayarkan oleh : Diperiksa dan diterima olehPT. MARGA BANGUN PERSADA PT. MARGA BANGUN PERSADA MANDOR

FENDHY RISWANTO HARI DARMINTO WAHYUDIYATMOKO AJISite Manager Direktur Kasir


LaluTotal Periode Ini

6454

11.2554.8810.24

9

200000 1 20000090000 3 27000075000 5 37500060000 13 780000

1 13 1 13 16250002 17 2 34 73,864 3 17 2 344 17 2 345 17 1 176 17 2 347 17 1 178 17 1 179 9 1 9

10 9 2 1811 9 2 1812 9 1 913 9 2 1814 9 1 9

281 20,755,682

5 18 0.3 27 2 180

2 23.6 0.3 14.16 2 94.4

5 3.6 0.3 5.4 2 36

3 0.96 0.96 2.7648 0 0

4 2.76 0.96 10.5984 0

2 3.6 3.6 25.92 4 0

6 2.2 1.25 16.5 3 0102.3432 310.4

18.96

83.38

Proyek : WUHUAN-Petro Kimia Gresik PERIODE : 20 April - 3 Mei 2014

Pekerjaan : Struktur Pondasi Equipment TANGGAL : 3-May-14

Lokasi : Gresik

KONTRAK PEKERJAAN MANDOR NAMA MANDOR : AJI


HP NO


KeteranganPeriode Ini Kontribusi Total Periode Ini Total Kumulatif

A SS Purification1 Perataan tanah 102.34 m2 10,000 1,023,400.00 102.34 102.34 - - 1,023,400 2 Bekisting Lantai Kerja 310.00 m' 7,500 2,325,000.00 310.00 310.00 - - 2,325,000 3 Lantai kerja 102.34 m2 10,000 1,023,400.00 102.34 102.34 - - 1,023,400 4 Strauss Pile Connection 37.00 pcs 20,000 740,000.00 37.00 37.00 - - 740,000 5 Bekisting Pondasi 261.16 m2 35,000 9,140,600.00 261.16 261.16 - - 9,140,600 6 Pembesian Pile Cap + Kolo 19,040.00 kg 700 13,328,000.00 19,040.00 19,040.00 - - 13,328,000 7 Pasang Scaffolding 2,500.70 m2 9,000 22,506,300.00 2,000.56 2,000.56 - - 18,005,040 8 Cor Pondasi 70.74 m3 35,000 2,475,900.00 70.74 70.74 - - 2,475,900 9 Bekisting Kolom 361.75 m2 40,000 14,469,840.00 289.40 343.66 54.26 2,170,476 13,746,348

361.75 m2 2,500 904,365.00 289.40 343.66 54.26 135,655 859,147 10 Pasang Tie Rod Kolom 1,104.00 pcs 3,000 3,312,000.00 1,104.00 1,104.00 - - 3,312,000 11 Cor Kolom 31.07 m3 50,000 1,553,250.00 27.96 27.96 - - 1,397,925 12 Pasang Batako 84.00 m2 18,000 1,512,000.00 84.00 84.00 - - 1,512,000 13 Plesteran 172.80 m2 12,000 2,073,600.00 172.80 172.80 - - 2,073,600 14 Kolom Praktis 26.40 m' 30,000 792,000.00 26.40 26.40 - - 792,000 15 Bekisting Balok + Slab 1,303.20 m2 42,500 55,386,000.00 1,094.69 1,277.14 182.45 7,754,040 54,278,280 16 Block Out Bekisting 6.00 pcs 30,000 180,000.00 6.00 6.00 - - 180,000 17 Pembesian Balok + Slab 27,835.00 kg 750 20,876,250.00 24,216.45 27,835.00 3,618.55 2,713,912 20,876,250 18 Cor Slab + Beam 98.00 m3 35,000 3,430,000.00 98.00 98.00 - - 3,430,000

B GP1 Perataan tanah 66.80 m2 10,000 668,000.00 66.80 66.80 - - 668,000 2 Bekisting Lantai Kerja 155.00 m' 7,500 1,162,500.00 155.00 155.00 - - 1,162,500 3 Lantai kerja 66.80 m2 10,000 668,000.00 66.80 66.80 - - 668,000 4 Potong Tiang Pancang 20.00 pcs 30,000 600,000.00 20.00 20.00 - - 600,000 5 Strauss Pile Connection 20.00 pcs 20,000 400,000.00 20.00 20.00 - - 400,000 6 Bekisting Pondasi 215.26 m2 37,500 8,072,250.00 215.26 215.26 - - 8,072,250 7 Pembesian 28,661.50 kg 750 21,496,125.00 17,653.00 22,929.20 5,276.20 3,957,150 17,196,900 8 Cor Pondasi 34.00 m3 35,000 1,190,000.00 34.00 34.00 - - 1,190,000 9 Bekisting Kolom 319.59 m2 42,500 13,582,575.00 262.06 303.61 41.55 1,765,735 12,903,446

10 Cor Kolom 34.64 m3 35,000 1,212,400.00 31.18 31.18 - - 1,091,160 11 Pasang Tie Rod 1,200.00 pcs 3,000 3,600,000.00 1,200.00 1,200.00 - - 3,600,000 12 Pasang Scaffolding 1,689.00 m2 9,000 15,201,000.00 1,013.40 1,182.30 168.90 1,520,100 10,640,700 13 Bekisting Balok - Slab 851.88 m2 42,500 36,204,900.00 596.32 809.29 212.97 9,051,225 34,394,655


Lalu

14 Cor Balok - Slab 62.48 m3 35,000 2,186,730.00 7.80 7.80 - - 273,000

C PLAN 31 Perataan tanah 72.80 m2 10,000 728,000.00 35.05 72.80 37.75 377,500 728,000 2 Bekisting Lantai Kerja 112.27 m' 7,500 842,000.00 30.84 112.27 81.43 610,700 842,000 3 Lantai kerja 72.80 m2 10,000 728,000.00 35.05 72.80 37.75 377,500 728,000 4 Bekisting Pondasi 81.31 m2 37,500 3,049,125.00 81.31 81.31 3,049,125 3,049,125 5 Pembesian 2,805.40 kg 750 2,104,049.25 2,805.40 2,805.40 2,104,049 2,104,049 6 Cor 22.08 m3 35,000 772,800.00 19.87 19.87 695,520 695,520

T O T A L 271,520,000 ` 36,282,000 251,526,000 'file:///tt/file_convert/563db900550346aa9a990e3d/document.xls'#$9-22 Pebruari 2014

OPNAME PERIODE INI Rp. 36,282,000 19,994,000.00

UANG MUKA / KASBON Rp. 5,000,000 RETENSI 5% Rp. 1,814,100 - DIBAYARKAN/DITERIMA Rp. 29,467,900 DIBULATKAN Rp. 29,467,000

Gresik, 2 Mei 2014Dibuat oleh Diketahui dan disetujui u/ dibayarkan oleh : Diperiksa dan diterima olehPT. MARGA BANGUN PERSADA PT. MARGA BANGUN PERSADA MANDOR

FENDHY RISWANTO HARI DARMINTO WAHYUDIYATMOKO AJISite Manager Direktur Kasir

6454

11.2554.8810.24

9

200000 1 20000090000 2 18000070000 7 49000060000 13 780000

20 21 1 21 165000021 21 2 42 68,750 22 21 2 4223 21 2 4224 21 2 42

25 21 2 4226 21 2 4227 20 2 4028 20 2 4029 17 2 3430 17 2 34

1 17 2 342 17 2 343 17 1 17

506 34,787,500

5 18 0.3 27 2 180

2 23.6 0.3 14.16 2 94.4

5 3.6 0.3 5.4 2 36

3 0.96 0.96 2.7648 0 0

440

1496

107.5

193.5 1689.5

516.8

252

768.8 -920.7

4 2.76 0.96 10.5984 0

2 3.6 3.6 25.92 4 06 2.2 1.25 16.5 3 0102.3432 310.4

18.96

83.38

opname mandor aji (revamp)_03.05.2014

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