analisa cika'11

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ANALISA HARGA SATUAN BOW 2010 PEKERJAAN KAYU INDEK SAT U R A I A N HARGA SATUAN (Rp) HARGA BAHAN UPAH ( Rp ) ( Rp ) A. PEKERJAAN PONDASI KAYU A.1.BOW SEBUAH TONGKAT ULIN UK.10/10 CM TINGGI 2,00 M DICINCIN, DILANCIP DAN DITUMBUK 0.0200 M3 Balok ulin @ 5,000,000.00 100,000.00 0.5100 OH tukang kayu @ 70,000.00 35,700.00 0.8750 OH pekerja @ 55,000.00 48,125.00 0.0510 OH kepala tukang @ 75,000.00 3,825.00 0.0440 OH mandor @ 75,000.00 3,300.00 JUMLAH 100,000.00 90,950.00 A.2 SEBUAH TONGKAT ULIN UK.12/12 CM TINGGI 8,00 M 2 SAMBUNGAN DGN PIPA GALVANIS 0.0800 M3 Balok ulin @ 5,000,000.00 400,000.00 0.5100 OH tukang kayu @ 70,000.00 35,700.00 0.8750 OH pekerja @ 55,000.00 48,125.00 0.0510 OH kepala tukang @ 75,000.00 3,825.00 0.0440 OH mandor @ 75,000.00 3,300.00 JUMLAH 400,000.00 90,950.00 A.3 SEBUAH TONGKAT ULIN UK.10/10 CM TINGGI 4,00 M' 0.0400 M3 Balok ulin @ 5,000,000.00 200,000.00 0.5100 OH tukang kayu @ 70,000.00 35,700.00 0.8750 OH pekerja @ 55,000.00 48,125.00 0.0510 OH kepala tukang @ 75,000.00 3,825.00 0.0440 OH mandor @ 75,000.00 3,300.00 JUMLAH 200,000.00 90,950.00 A. 4 1 M3 MENGERJAKAN PAPAN SIRING KAYU ULIN 1.1000 M3 papan siring kayu ulin @ 5,400,000.00 5,940,000.00 3.0000 kg paku ulin @ 19,125.00 57,375.00 15.0000 OH tukang kayu @ 70,000.00 1,050,000.00 4.0000 OH pekerja @ 55,000.00 220,000.00 1.5000 OH kepala tukang @ 75,000.00 112,500.00 0.2000 OH mandor @ 75,000.00 15,000.00 JUMLAH 5,997,375.00 1,397,500.00 A. 5 1.1000 M3 balok ky ulin @ 5,000,000.00 5,500,000.00 15.0000 OH tukang kayu @ 70,000.00 1,050,000.00 5.0000 OH pekerja @ 55,000.00 275,000.00 1.5000 OH kepala tukang @ 75,000.00 112,500.00 0.2500 OH mandor @ 75,000.00 18,750.00 JUMLAH 5,500,000.00 1,456,250.00 B. PEKERJAAN LANTAI KAYU B. 1 1 M3 MENGERJAKAN SLOOF DAN GELAGAR KY ULIN 1.1000 M3 balok ky ulin @ 5,000,000.00 5,500,000.00 10.0000 Kg paku ulin @ 19,125.00 191,250.00 15.0000 OH tukang kayu @ 70,000.00 1,050,000.00 5.0000 OH pekerja @ 55,000.00 275,000.00 1.5000 OH kepala tukang @ 75,000.00 112,500.00 0.2500 OH mandor @ 75,000.00 18,750.00 JUMLAH 5,691,250.00 1,456,250.00 B. 2 1 M2 LANTAI PAPAN KAYU ULIN DIKETAM 0.0254 M3 papan kayu ulin @ 5,400,000.00 137,160.00 0.2500 Kg paku ulin @ 19,125.00 4,781.25 0.8000 OH tukang kayu @ 70,000.00 56,000.00 0.2800 OH pekerja @ 55,000.00 15,400.00 0.0800 OH kepala tukang @ 75,000.00 6,000.00 0.0140 OH mandor @ 75,000.00 1,050.00 JUMLAH 141,941.25 78,450.00 B. 3 1 M2 LANTAI PAPAN KAYU MERANTI DIKETAM 0.0254 M3 papan kayu meranti klas 1 @ 2,300,000.00 58,420.00 0.2500 Kg paku biasa @ 15,583.33 3,895.83 0.8000 OH tukang kayu @ 70,000.00 56,000.00 0.2800 OH pekerja @ 55,000.00 15,400.00 0.0800 OH kepala tukang @ 75,000.00 6,000.00 0.0140 OH mandor @ 75,000.00 1,050.00 JUMLAH 62,315.83 78,450.00 KODE ANALISA 1 M3 RANGKA BAWAH KAYU ULIN ( tiang + kalang, sunduk )

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Page 1: Analisa Cika'11

ANALISA HARGA SATUAN BOW 2010PEKERJAAN KAYU

INDEK SAT U R A I A N HARGA SATUAN (Rp)

HARGA

JUMLAH HARGA (Rp)BAHAN UPAH

( Rp ) ( Rp )

A. PEKERJAAN PONDASI KAYU

A.1.BOW SEBUAH TONGKAT ULIN UK.10/10 CM TINGGI 2,00 M

DICINCIN, DILANCIP DAN DITUMBUK

0.0200 M3 Balok ulin @ 5,000,000.00 100,000.00

0.5100 OH tukang kayu @ 70,000.00 35,700.00

0.8750 OH pekerja @ 55,000.00 48,125.00

0.0510 OH kepala tukang @ 75,000.00 3,825.00

0.0440 OH mandor @ 75,000.00 3,300.00

JUMLAH 100,000.00 90,950.00 190,950.00

A.2 SEBUAH TONGKAT ULIN UK.12/12 CM TINGGI 8,00 M

2 SAMBUNGAN DGN PIPA GALVANIS

0.0800 M3 Balok ulin @ 5,000,000.00 400,000.00

0.5100 OH tukang kayu @ 70,000.00 35,700.00

0.8750 OH pekerja @ 55,000.00 48,125.00

0.0510 OH kepala tukang @ 75,000.00 3,825.00

0.0440 OH mandor @ 75,000.00 3,300.00

JUMLAH 400,000.00 90,950.00 490,950.00

A.3 SEBUAH TONGKAT ULIN UK.10/10 CM TINGGI 4,00 M'

0.0400 M3 Balok ulin @ 5,000,000.00 200,000.00

0.5100 OH tukang kayu @ 70,000.00 35,700.00

0.8750 OH pekerja @ 55,000.00 48,125.00

0.0510 OH kepala tukang @ 75,000.00 3,825.00

0.0440 OH mandor @ 75,000.00 3,300.00

JUMLAH 200,000.00 90,950.00 290,950.00

A. 4 1 M3 MENGERJAKAN PAPAN SIRING KAYU ULIN

1.1000 M3 papan siring kayu ulin @ 5,400,000.00 5,940,000.00

3.0000 kg paku ulin @ 19,125.00 57,375.00

15.0000 OH tukang kayu @ 70,000.00 1,050,000.00

4.0000 OH pekerja @ 55,000.00 220,000.00

1.5000 OH kepala tukang @ 75,000.00 112,500.00

0.2000 OH mandor @ 75,000.00 15,000.00

JUMLAH 5,997,375.00 1,397,500.00 7,394,875.00

A. 5

1.1000 M3 balok ky ulin @ 5,000,000.00 5,500,000.00

15.0000 OH tukang kayu @ 70,000.00 1,050,000.00

5.0000 OH pekerja @ 55,000.00 275,000.00

1.5000 OH kepala tukang @ 75,000.00 112,500.00

0.2500 OH mandor @ 75,000.00 18,750.00

JUMLAH 5,500,000.00 1,456,250.00 6,956,250.00

B. PEKERJAAN LANTAI KAYU

B. 1 1 M3 MENGERJAKAN SLOOF DAN GELAGAR KY ULIN

1.1000 M3 balok ky ulin @ 5,000,000.00 5,500,000.00

10.0000 Kg paku ulin @ 19,125.00 191,250.00

15.0000 OH tukang kayu @ 70,000.00 1,050,000.00

5.0000 OH pekerja @ 55,000.00 275,000.00

1.5000 OH kepala tukang @ 75,000.00 112,500.00

0.2500 OH mandor @ 75,000.00 18,750.00

JUMLAH 5,691,250.00 1,456,250.00 7,147,500.00

B. 2 1 M2 LANTAI PAPAN KAYU ULIN DIKETAM

0.0254 M3 papan kayu ulin @ 5,400,000.00 137,160.00

0.2500 Kg paku ulin @ 19,125.00 4,781.25

0.8000 OH tukang kayu @ 70,000.00 56,000.00

0.2800 OH pekerja @ 55,000.00 15,400.00

0.0800 OH kepala tukang @ 75,000.00 6,000.00

0.0140 OH mandor @ 75,000.00 1,050.00

JUMLAH 141,941.25 78,450.00 220,391.25

B. 3 1 M2 LANTAI PAPAN KAYU MERANTI DIKETAM

0.0254 M3 papan kayu meranti klas 1 @ 2,300,000.00 58,420.00

0.2500 Kg paku biasa @ 15,583.33 3,895.83

0.8000 OH tukang kayu @ 70,000.00 56,000.00

0.2800 OH pekerja @ 55,000.00 15,400.00

0.0800 OH kepala tukang @ 75,000.00 6,000.00

0.0140 OH mandor @ 75,000.00 1,050.00

JUMLAH 62,315.83 78,450.00 140,765.83

KODE ANALISA

1 M3 RANGKA BAWAH KAYU ULIN ( tiang + kalang, sunduk )

Page 2: Analisa Cika'11

B. PEKERJAAN DINDING KAYU

B. 4 1 M3 MENGERJAKAN RANGKA RUMAH KAYU ULIN (termasuk kusen)

1.1000 M3 balok ky ulin @ 5,000,000.00 5,500,000.00

5.0000 Kg paku ulin @ 19,125.00 95,625.00

20.0000 OH tukang kayu @ 70,000.00 1,400,000.00

10.0000 OH pekerja @ 55,000.00 550,000.00

2.0000 OH kepala tukang @ 75,000.00 150,000.00

0.5000 OH mandor @ 75,000.00 37,500.00

JUMLAH 5,595,625.00 2,137,500.00 7,733,125.00

B. 5 1 M3 MENGERJAKAN RANGKA RUMAH KAYU MERANTI (termasuk kusen)

1.1000 M3 balok ky meranti @ 2,200,000.00 2,420,000.00

5.0000 Kg paku biasa @ 15,583.33 77,916.67

20.0000 OH tukang kayu @ 70,000.00 1,400,000.00

10.0000 OH pekerja @ 55,000.00 550,000.00

2.0000 OH kepala tukang @ 75,000.00 150,000.00

0.5000 OH mandor @ 75,000.00 37,500.00

JUMLAH 2,497,916.67 2,137,500.00 4,635,416.67

B. 6 1 M2 DINDING PAPAN ULIN DIKETAM

0.0240 M3 papan kayu ulin @ 5,400,000.00 129,600.00

0.2000 Kg paku ulin @ 19,125.00 3,825.00

0.8000 OH tukang kayu @ 70,000.00 56,000.00

0.2800 OH pekerja @ 55,000.00 15,400.00

0.0800 OH kepala tukang @ 75,000.00 6,000.00

0.0100 OH mandor @ 75,000.00 750.00

JUMLAH 133,425.00 78,150.00 211,575.00

B. 7 1 M2 DINDING PAPAN MERANTI DIKETAM

0.0240 M3 papan kayu meranti @ 2,300,000.00 55,200.00

0.2000 Kg paku biasa @ 15,583.33 3,116.67

0.8000 OH tukang kayu @ 70,000.00 56,000.00

0.2800 OH pekerja @ 55,000.00 15,400.00

0.0800 OH kepala tukang @ 75,000.00 6,000.00

0.0100 OH mandor @ 75,000.00 750.00

JUMLAH 58,316.67 78,150.00 136,466.67

B. 8 1 M2 DINDING SUSUN SIRIH PAPAN MERANTI

0.0250 M3 papan kayu meranti @ 2,300,000.00 57,500.00

0.1500 Kg paku biasa @ 15,583.33 2,337.50

0.4000 OH tukang kayu @ 70,000.00 28,000.00

0.1400 OH pekerja @ 55,000.00 7,700.00

0.0400 OH kepala tukang @ 75,000.00 3,000.00

0.0070 OH mandor @ 75,000.00 525.00

JUMLAH 59,837.50 39,225.00 99,062.50

B. 9 1 M2 DINDING PAPAN MERANTI SUSUN SIRIH DIKETAM

0.0250 M3 papan kayu meranti @ 2,300,000.00 57,500.00

0.2000 Kg paku biasa @ 15,583.33 3,116.67

0.8000 OH tukang kayu @ 70,000.00 56,000.00

0.2800 OH pekerja @ 55,000.00 15,400.00

0.0800 OH kepala tukang @ 75,000.00 6,000.00

0.0100 OH mandor @ 75,000.00 750.00

JUMLAH 60,616.67 78,150.00 138,766.67

B. 10 1 M2 MENGERJAKAN DINDING PARTISI KAYU

MERANTI DAN LAPISAN MULTIPLEK 9 MM

0.0210 M3 papan kayu meranti @ 2,300,000.00 48,300.00

0.7000 LBR Multiplek 9 mm @ 129,000.00 90,300.00

0.0400 KG Paku biasa @ 15,583.33 623.33

0.0400 KG Paku plywood @ 23,750.00 950.00

0.0150 OH Tukang kayu @ 70,000.00 1,050.00

0.8000 OH Pekerja @ 55,000.00 44,000.00

0.0150 OH kepala tukang @ 75,000.00 1,125.00

0.0400 OH Mandor @ 75,000.00 3,000.00

JUMLAH 140,173.33 49,175.00 189,348.33

Page 3: Analisa Cika'11

Harga Standar Kab. PPU T.A 2011 Bidang Cipta Karya

Bab XIII.Rekapitulasi Harga Hal 3

REKAPITULASI ANALISA SNI 2011

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

A. PEKERJAAN PERSIAPAN

A. 6.6.1 1 M' PAGAR SEMENTARA DARI KAYU TINGGI 2 M 196,405.33

A. 6.6.2 1 M' PAGAR SEMENTARA DARI SENG GELOMBANG TINGGI 2 M 244,372.00

A. 6.6.3 1 M' PAGAR SEMENTARA DARI KAWAT DURI TINGGI 1,8 M 2,032,530.67

A. 6.6.4 1 M' MENGUKUR DAN MEMASANG BOUWPLANK 51,036.67

A. 6.6.5 1 M2 PEMBUATAN KANTOR SEMENTARA DENGAN LANTAI PLESTERAN 3,090,209.83

A. 6.6.6 1 M2 PEMBUATAN GUDANG SEMEN DAN ALAT - ALAT 695,062.50

A. 6.6.7 1 M2 PEMBUATAN RUMAH JAGA/KONSTRUKSI KAYU 756,095.83

A. 6.6.8 1 M' MEMBERSIHKAN LAPANGAN DAN PERATAAN 9,250.00

A. 6.6.9 1 M2 PEMBUATAN BEDENG BURUH 732,787.50

A. 6.6.10 1 M2 PEMBUATAN BAK ADUKAN UKURAN (40 X 50 X 20) CM 110,359.17

A. 6.6.11 1 M2 PEMBUATAN STEGGER DARI BAMBU,UKURAN (40X50X20) CM 29,335.00

A. 6.6.12 1 M2 PEMBUATAN JALAN SEMENTARA 117,517.50

A. 6.6.13 1 M3 BONGKARAN BETON BERTULANG 391,660.00

A. 6.6.14 1 M3 BONGKARAN DINDING TEMBOK BATA MERAH 391,660.00

A. 6.6.15 1 M' PASANG PAGAR KAWAT JARING GALVANIS.TINGGI 1,00 M 52,268.20

A. 6.6.16 1 M' PASANG PAGAR BETON PRACETAK ( 5X50X213) CM 147,098.00

B. PEKERJAAN TANAH

B. 6.6.1 1 M3 GALIAN TANAH BIASA SEDALAM 1 M' 25,000.00

B. 6.6.2 1 M3 GALIAN TANAH BIASA SEDALAM 2 M' 32,830.00

Page 4: Analisa Cika'11

Harga Standar Kab. PPU T.A 2011 Bidang Cipta Karya

Bab XIII.Rekapitulasi Harga Hal 4

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

B. 6.6.3 1 M3 GALIAN TANAH BIASA SEDALAM 3 M' 45,900.00

B. 6.6.4 1 M3 GALIAN TANAH KERAS SEDALAM 1 M' 39,025.00

B. 6.6.5 1 M3 GALIAN TANAH CADAS SEDALAM 1 M 78,125.00

B. 6.6.6 1 M3 GALIAN TANAH LUMPUR SEDALAM 1 M' 51,490.00

B. 6.6.7 1 M2 PEKERJAAN STRIPPING SETINGGI 1 M 3,125.00

B. 6.6.8 1 M3 PEMBUANGAN TANAH SEJAUH 150 M 32,130.00

B. 6.6.9 1 M3 URUGAN KEMBALI 11,985.00

B. 6.6.10 PEMADATAN TANAH 31,250.00

B. 6.6.11 1 M3 URUGAN TANAH 109,155.00

B. 6.6.11.a 1 M3 URUGAN PASIR 110,780.00

B. 6.6.12 1 M3 LAPISAN PUDEL CAMP 1 Kp : 3 Ps : 7 TL 133,602.12

B. 6.6.13 1 M3 LAPISAN PUDEL CAMP 1 Kp : 5 TL 84,085.00

B. 6.6.14 1 M3 PEMASANGAN LAPISAN IJUK 9,375.00

B. 6.6.15 1 M3 URUGAN SIRTU 345,385.00

B. 6.6.16 1 M2 PEMBUATAN JALAN SEMENTARA. TEBAL 25 CM 142,125.00

C. PEKERJAAN PONDASI

C.6.6.1 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 1 Ps 959,665.00

C.6.6.2 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 2 Ps 825,415.00

C.6.6.3 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 2,5 Ps 959,665.00

C.6.6.4 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 3 Ps 755,415.00

C.6.6.5 1 M3 PASANG PONDASI BATU KALI / GUNUNG / BELAH 1 Pc ; 4 Ps 713,465.00

C.6.6.5.a 1 M3 PASANG PONDASI BATU KALI / GUNUNG / BELAH 1 Pc ; 4 Ps (Pasir Putih) 617,005.00

Page 5: Analisa Cika'11

Harga Standar Kab. PPU T.A 2011 Bidang Cipta Karya

Bab XIII.Rekapitulasi Harga Hal 5

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

C.6.6.5.b 1 M3 PASANG PONDASI BATU KALI / GUNUNG / BELAH 1 Pc ; 4 Ps (Pasir Putih Sepaku) 711,025.00

C.6.6.6 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 5 Ps 684,365.00

Page 6: Analisa Cika'11

Harga Standar Kab. PPU T.A 2011 Bidang Cipta Karya

Bab XIII.Rekapitulasi Harga Hal 6

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

C.6.6.7 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 6 Ps 663,915.00

C.6.6.8 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 8 Ps 630,115.00

C.6.6.9 1 M3 PASANG PONDASI BATU KALI, 1 Kp ; 1 Sm ; 1 Ps 481,899.60

C.6.6.10 1 M3 PASANG PONDASI BATU KALI, 1 Kp ; 1 Sm ; 2 Ps 457,058.00

C.6.6.11 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 1/4 Kp ; 4 Ps 711,525.00

C.6.6.12 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 3 Kp ; 10 Ps 574,600.00

C.6.6.13 1 M3 PASANG PONDASI BATU KALI, 1/4 Pc ; 1 Kp ; 4 Ps 556,270.00

C. 6.6.14 1 M3 PASANGAN BATU KOSONG (AANSTAMPING) 350,100.00

C. 6.6.15 1 M3 PASANG PONDASI SIKLOP 40 % BATU KALI 1,479,595.00

C. 6.6.16 1 M3 PASANG PONDASI SUMURAN DIA 100 CM 909,790.00

C. 6.6.17 PEMBUATAN TIANG PANCANG (40X40) CM, BETON BERTULANG 863,536.10

C. 6.6.18 PEMBUATAN TIANG PANCANG (35X35) CM, BETON BERTULANG 669,565.40

D. PEKERJAAN DINDING

D.6.6.1 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 1 Ps 247,489.00

D.6.6.2 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 2 Ps 226,050.00

D.6.6.3 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 3 Ps 215,085.00

D.6.6.4 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 4 Ps 207,265.00

D.6.6.5 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 5 Ps 203,860.00

D.6.6.6 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 6 Ps 203,860.00

D.6.6.7 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 3 Kp ; 10 Ps 185,866.50

D.6.6.8 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 Pc ; 1 Ps 117,615.00

D. 6.6.9 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 2 ps 108,610.00

Page 7: Analisa Cika'11

Harga Standar Kab. PPU T.A 2011 Bidang Cipta Karya

Bab XIII.Rekapitulasi Harga Hal 7

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

D. 6.6.10 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 3 ps 103,156.00

D. 6.6.11 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 4 ps 100,175.00

D. 6.6.11.a 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 4 ps (Pasir Putih Lokal) 92,198.50

D. 6.6.11.b 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 4 ps (Pasir Putih Sepaku) 99,100.00

D. 6.6.12 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 5 ps 98,309.00

D. 6.6.13 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 6 ps 97,541.00

D. 6.6.14 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 8 ps 95,425.00

D. 6.6.15 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 3 Kp ; 10 ps 92,900.00

D. 6.6.16 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 1 Sm ; 1 ps 79,088.40

D. 6.6.17 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 Kp ; 1 Sm ; 2 Ps 81,563.20

D. 6.6.18 1 M2 PASANGAN DINDING HOLLOW BLOCK (HB.20) 91,200.00

D. 6.6.19 1 M2 PASANGAN DINDING HOLLOW BLOCK (HB.15) 237,797.50

D. 6.6.20 1 M2 PASANGAN DINDING HOLLOW BLOCK (HB.10) 229,662.50

D. 6.6.21 1 M2 PASANGAN DINDING CON BLOCK (HB.20) 264,372.50

D. 6.6.22 1 M2 PASANGAN DINDING CON BLOCK (HB.15) 231,211.33

D. 6.6.23 1 M2 PASANGAN DINDING CON BLOCK (HB.10) 233,802.75

D. 6.6.24 1 M2 PASANGAN DINDING LATAI 91,605.00

D. 6.6.25 1 M2 PASANGAN DINDING ROSTER 20 X 20 207,140.00

D. 6.6.26 1 M2 PASANG BATA BERONGGA UKURAN ( 5x11x24 ) cm 267,595.00

D. 6.6.27 1 M2 PASANG DINDING ANYAMAN BAMBU RANGKA KAYU 43,212.00

D. 6.6.28 1 M2 PASANG DINDING PEMISAH PLYWOOD RANGKAP 173,808.33

E. PEKERJAAN PLESTERAN

Page 8: Analisa Cika'11

Harga Standar Kab. PPU T.A 2011 Bidang Cipta Karya

Bab XIII.Rekapitulasi Harga Hal 8

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

E. 6.6.1 1 M2 PLESTERAN 1 pc ; 1 ps, TEBAL 15 MM 43,421.00

E. 6.6.2 1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 15 MM 38,701.00

Page 9: Analisa Cika'11

Harga Standar Kab. PPU T.A 2011 Bidang Cipta Karya

Bab XIII.Rekapitulasi Harga Hal 9

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

E. 6.6.3 1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 15 MM 36,549.00

E. 6.6.4 1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 15 MM 35,135.00

E. 6.6.4.a 1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 15 MM (Pasir Putih) 31,425.00

E. 6.6.4.b 1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 15 MM (Pasir Putih Sepaku) 34,635.00

E. 6.6.5 1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 15 MM 30,410.00

E. 6.6.6 1 M2 PLESTERAN 1 pc ; 6 ps, TEBAL 15 MM 29,642.50

E. 6.6.7 1 M2 PLESTERAN 1 pc ; 8 ps, TEBAL 15 MM 33,119.00

E. 6.6.8 1 M2 PLESTERAN 1 pc ; 0,5 Kp ; 3 Ps, TEBAL 15 MM 34,128.00

E. 6.6.9 1 M2 PLESTERAN 1 pc ; 3 Kp ; 10 Ps, TEBAL 15 MM 29,297.00

E. 6.6.10 1 M2 PLESTERAN 0,5 pc ; 1 Kp ; 4 Ps, TEBAL 15 MM 32,050.00

E. 6.6.11 1 M2 PLESTERAN 1 Kp ; 1 Sm ; 1 Ps, TEBAL 15 MM 25,681.70

E. 6.6.12 1 M2 PLESTERAN 1 Kp ; 1 Sm ; 2 Ps, TEBAL 15 MM 27,169.10

E. 6.6.13 1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 20 MM 54,501.50

E. 6.6.14 1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 20 MM 50,727.50

E. 6.6.15 1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 20 MM 48,471.50

E. 6.6.16 1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 20 MM 46,664.50

E. 6.6.17 1 M2 PLESTERAN 1 pc ; 6 ps, TEBAL 20 MM 45,799.50

E. 6.6.18 1 M2 PLESTERAN 1 Kp ; 1 Sm ; 2 Ps, TEBAL 20 MM 34,744.20

E. 6.6.19 1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 25 MM 56,375.00

E. 6.6.20 1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 25 MM 57,000.00

E. 6.6.21 1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 25 MM 54,799.00

E. 6.6.22 1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 25 MM 53,047.00

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Bab XIII.Rekapitulasi Harga Hal 10

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

E. 6.6.23 1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 30 MM 71,095.00

E. 6.6.24 1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 30 MM 66,245.00

E. 6.6.25 1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 30 MM 63,394.00

E. 6.6.26 1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 30 MM 59,997.00

E. 6.6.27 1 M2 BERAPEN 1 pc ; 3 ps, TEBAL 30 MM 28,716.00

E. 6.6.28 1 M2 BERAPEN 1 pc ; 5 ps, TEBAL 15 MM 27,396.00

E. 6.6.29 1 M2 PLESTERAN BETON 1 pc ; 2 ps, TEBAL 15 MM 34,495.00

E. 6.6.30 1 M2 PLESTERAN BETON 1 pc ; 3 ps, TEBAL 15 MM 32,346.00

E. 6.6.31 1 M2 PLESTERAN SKONING 1 pc ; 2ps 9,945.00

E. 6.6.32 1 M2 PLESTERAN GRANITO 1 pc WARNA ; 2 GRANITO, TEBAL 10 MM 231,091.00

E. 6.6.33 1 M2 PLESTERAN TERASO 1 pc WARNA ; 2 BATU TERASO, TEBAL 10 MM 218,951.67

E. 6.6.34 1 M2 PLESTERAN CIPRAT 1 pc ; 2ps 32,241.00

E. 6.6.35 1 M2 PLESTERAN SIAR ADUKAN 1 pc ; 2ps 16,466.00

E. 6.6.36 1 M2 PLESTERAN WATERPROOF BATACOTE 3 LAPIS 40,495.00

F. PEKERJAAN KAYU

F.6.6.1 1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU JATI 7,402,500.00

F.6.6.2 1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU BENGKIRAI 8,362,500.00

F.6.6.3 1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU ULIN 7,762,500.00

F.6.6.4 1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU MERANTI MERAH 4,402,500.00

F.6.6.5 1 M2 PASANG PINTU KLAMP KAYU BENGKIRAI 318,754.17

F.6.6.6 1 M2 PASANG PINTU KLAMP KAYU ULIN 297,331.25

F.6.6.7 1 M2 PASANG PINTU PANEL KAYU JATI 532,500.00

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Bab XIII.Rekapitulasi Harga Hal 11

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

F.6.6.8 1 M2 PASANG PINTU PANEL KAYU BENGKIRAI 492,500.00

F.6.6.9 1 M2 PASANG PINTU DAN JENDELA KACA KAYU JATI 447,000.00

F.6.6.10 1 M2 PASANG PINTU DAN JENDELA KACA KAYU BENGKIRAI 412,000.00

F.6.6.11 1 M2 PASANG PINTU DAN JENDELA KACA KAYU ULIN 391,000.00

F.6.6.12 1 M2 PASANG PINTU DAN JENDELA JALUSI KAYU JATI 758,000.00

F.6.6.13 1 M2 PASANG PINTU DAN JENDELA JALUSI KAYU BENGKIRAI 694,000.00

F.6.6.14 1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU JATI 387,167.50

F.6.6.15 1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU BENGKIRAI 367,567.50

F.6.6.16 1 M2 PASANG JALUSI MATI KUSEN KAYU JATI 606,712.50

F.6.6.17 1 M2 PASANG JALUSI MATI KUSEN KAYU BENGKIRAI 546,712.50

F.6.6.18 1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU ULIN 355,913.75

F.6.6.19 1 M2 PASANG PINTU TEAKWOOD RANGKAP, RANGKAP KAYU JATI 392,437.50

F.6.6.20 1 M2 PASANG PINTU TEAKWOOD RANGKAP, RANGKAP KAYU BENGKIRAI 367,673.75

F.6.6.21 1 M2 PASANG PINTU PLYWOOD & FORMIKA, RANGKA KAYU JATI 447,250.83

F.6.6.22 1 M2 PASANG PINTU PLYWOOD & FORMIKA, RANGKA KAYU BENGKIRAI 427,650.83

F.6.6.23 1 M2 PASANG PINTU TEAKWOOD & FORMIKA RANGKA KAYU JATI 452,350.83

F.6.6.24 1 M2 PASANG PINTU TEAKWOOD & FORMIKA, RANGKA KAYU BENGKIRAI 450,250.83

F.6.6.25 1 M2 PASANG PINTU FORMIKA DOUBLE, RANGKA KAYU JATI 544,917.50

F.6.6.26 1 M2 PASANG PINTU FORMIKA DOUBLE, RANGKA KAYU BENGKIRAI 525,317.50

F.6.6.27 1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU JATI 7,154,466.67

F.6.6.28 1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU BENGKIRAI 7,704,466.67

F.6.6.29 1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU ULIN 7,154,466.67

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Bab XIII.Rekapitulasi Harga Hal 12

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

F.6.6.30 1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU MERANTI 4,074,466.67

F.6.6.31 1M2 PASANG KASO + RENG GENTENG KODOK KAYU BENGKIRAI 81,962.50

F.6.6.32 1M2 PASANG KASO + RENG GENTENG KODOK KAYU ULIN 76,493.75

F.6.6.33 1M2 PASANG KASO + RENG GENTENG MONIER KAYU JATI 85,962.50

F.6.6.34 1M2 PASANG KASO + RENG GENTENG MONIER KAYU BENGKIRAI 92,962.50

F.6.6.35 1M2 PASANG KASO + RENG GENTENG BETON KAYU BENGKIRAI 92,962.50

F.6.6.36 1M2 PASANG KASO + RENG ATAP SIRAP KAYU BENGKIRAI 926,966.67

F.6.6.37 1M2 PASANG KASO + RENG ATAP SIRAP KAYU ULIN 927,675.00

F.6.6.38 1 M2 PASANG RANGKA LANGIT-LANGIT (1.00X1.00) M, KAYU JATI 94,808.33

F.6.6.39 1 M2 PASANG RANGKA LANGIT-LANGIT (1.00X1.00) M, KAYU BENGKIRAI 100,808.33

F.6.6.40 1 M2 PASANG RANGKA LANGIT-LANGIT (1.00X1.00) M, KAYU ULIN 95,162.50

F.6.6.41 1 M2 PASANG RANGKA LANGIT-LANGIT (30x60) CM, KAYU JATI 144,673.75

F.6.6.42 1 M2 PASANG RANGKA LANGIT-LANGIT (30x60) CM, KAYU BENGKIRAI 74,237.90

F.6.6.43 1 M2 PASANG RANGKA LANGIT-LANGIT (30x60) CM, KAYU MERANTI 87,937.50

F.6.6.44 1 M2 PASANG RANGKA LANGIT-LANGIT (30x30) CM, KAYU JATI 179,929.17

F.6.6.45 1 M2 PASANG RANGKA LANGIT-LANGIT (30x30) CM, KAYU BENGKIRAI 193,429.17

F.6.6.46 1 M2 PASANG RANGKA LANGIT-LANGIT (30x30) CM, KAYU MERANTI 104,329.17

F.6.6.47 1M' PASANG LISPLANG UKURAN (3X20) CM, KAYU JATI 72,929.17

F.6.6.48 1M' PASANG LISPLANG UKURAN (3X20) CM, KAYU BENGKIRAI 65,729.17

F.6.6.49 1M' PASANG LISPLANG UKURAN (3X30) CM, KAYU JATI 101,254.17

F.6.6.50 1M' PASANG LISPLANG UKURAN (3X30) CM, KAYU BENGKIRAI 47,767.46

F.6.6.51 1M' PASANG LISPLANG UKURAN 2x(3X20) CM, KAYU BENGKIRAI 121,185.00

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Bab XIII.Rekapitulasi Harga Hal 13

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

F.6.6.52 1M' PASANG LISPLANG UKURAN 2x(2X20) CM, KAYU BENGKIRAI 69,535.00

F. 6.6.53. 1M' PASANG LISPLANG UKURAN 2x(2X20) CM, KAYU ULIN 64,375.00

F. 6.6.54 1M2 PASANG RANGKA DINDING PEMISAH KAYU BENGKIRAI 199,558.33

F. 6.6.55 1M2 PASANG RANGKA DINDING PEMISAH KAYU ULIN 189,808.33

F. 6.6.56 1M2 PASANG DINDING PEMISAH TEKWOOD RANGKAP, RANGKA KAYU BENGKIRAI 199,558.33

F. 6.6.57 1M2 PASANG DINDING PEMISAH PLYWOOD RANGKAP, RANGKA KAYU KAMPER 271,991.67

F. 6.6.58 1M2 PASANG DINDING LAMBRISIRING DARI PAPAN JATI 214,308.33

F. 6.6.59 1M2 PASANG PLYWOOD TEBAL 3 MM, UNTUK DINDING 30,064.17

F. 6.6.60 1M2 PASANG LIST PLAFOND, KAYU PROFIL 15,090.00

G. PEKERJAAN BETON

G.6.6.1 1 M3 BETON TUMBUK 1 pc ; 3 ps ; 5 kr 834,025.00

G.6.6.2 1 M3 BETON TUMBUK 1 pc ; 3 ps ; 6 kr 818,725.00

G.6.6.3 1 M3 BETON TUMBUK 1 pc ; 4 ps ; 6 kr 788,025.00

G.6.6.4 1 M3 MEMBUAT LANTAI KERJA BETON TUMBUK 1 pc ; 3 ps ; 5 kr 100,150.00

G.6.6.5. 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 3 kr) Ex. Krayan 820,725.00

G.6.6.5.a 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 3 kr) Ex. Palu 871,425.00

G.6.6.5. 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 3 kr) Ex. Sepaku 888,975.00

G.6.6.6 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 4 kr) 907,625.00

G.6.6.7 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;2,5 kr) 958,725.00

G.6.6.8 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ; 3 kr) 874,225.00

G.6.6.9 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ;2,5 kr) 1,008,425.00

G.6.6.10 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1 ps ; 2 kr) 1,090,325.00

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Bab XIII.Rekapitulasi Harga Hal 14

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

G.6.6.11 1M3 MEMBUAT TIANG PANCANG PRESTRESSED BETON 1,093,125.00

G.6.6.12 1M3 MEMBUAT BETON DENGAN PUZZDITH - 100 XR 971,425.00

G.6.6.13 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;3 kr) Ex. Krayan 1,067,425.00

G.6.6.13.a 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;3 kr) Ex. Palu 1,120,075.00

G.6.6.13.b 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;3 kr) Ex. Sepaku 1,138,300.00

G.6.6.14 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 4 kr) 1,033,425.00

G.6.6.15 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ;3kr) 1,107,225.00

G.6.6.16 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ; 2,5 kr) 1,132,125.00

G.6.6.17 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1 ps ;1kr) 1,323,625.00

G.6.6.18 1M3 MEMBUAT BETON KEDAP AIR DENGAN STROROX - 100 1,132,125.00

G.6.6.19 1M' MEMASANG PVC WATERSTOP LEBAR 150 MM 5,225.00

G.6.6.20 1M' MEMASANG PVC WATERSTOP LEBAR 200 MM 5,612.50

G.6.6.21 1M' MEMASANG PVC WATERSTOP LEBAR 230 MM 32,925.00

G.6.6.22 1M' MEMASANG PVC WATERSTOP LEBAR 250 MM 32,925.00

G.6.6.23 1M' MEMASANG PVC WATERSTOP LEBAR 300 MM 32,925.00

G.6.6.24 1M' MEMASANG PVC WATERSTOP LEBAR 320 MM 5,350.00

G.6.6.25 1 KG PEMBESIAN DG BESI POLOS 11,750.00

G.6.6.25 1 KG PEMBESIAN DG BESI ULIR 13,587.50

G.6.6.26 1 KG KABEL PRESSTRESSED POLOS/STRANDS 11,385.00

G.6.6.27 1 KG JARING KAWAT BAJA 48,442.00

G.6.6.28 1M2 PASANG BEKISTING UNTUK PONDASI 130,900.00

G. 6.6.29 1 M2 PASANG BEKISTING UNTUK SLOOF ( 2 x pakai ) 121,650.00

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Bab XIII.Rekapitulasi Harga Hal 15

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

G. 6.6.30 1 M2 PASANG BEKISTING UNTUK KOLOM ( 2 x pakai ) 216,762.50

G. 6.6.31 1 M2 PASANG BEKISTING UNTUK BALOK ( 2 x pakai ) 224,462.50

G. 6.6.32 1 M2 PASANG BEKISTING UNTUK LANTAI ( 2 x pakai ) 255,862.50

G. 6.6.33 1 M2 PASANG BEKISTING UNTUK DINDING ( 2 x pakai ) 447,222.50

G. 6.6.34 1 M2 PASANG BEKISTING UNTUK TANGGA 213,262.50

G. 6.6.35 1M3 MEMBUAT BETON DENGAN MUTU K 225 1,431,650.00

G. 6.6.36 1M3 MEMBUAT BETON DENGAN MUTU K 275 1,403,000.00

G. 6.6.37 1 M2 PASANG JEMBATAN COR 84,830.00

G. 6.6.38 1M3 MEMBUAT PONDASI BETON BERTULANG (150KG BESI + BEKISTING) 3,337,925.00

G. 6.6.39 1M3 MEMBUAT SLOOF BETON BERTULANG (200KG BESI + BEKISTING) 4,137,091.67

G. 6.6.40 1M3 MEMBUAT KOLOM BETON BERTULANG (300KG BESI + BEKISTING) 6,786,575.00

G. 6.6.41 1M3 MEMBUAT BALOK BETON BERTULANG (200KG BESI + BEKISTING) 5,246,625.00

G. 6.6.42 1M3 MEMBUAT BALOK BETON BERTULANG (150KG BESI + BEKISTING) 4,801,975.00

G. 6.6.43 1M3 MEMBUAT DINDING BETON BERTULANG (150 KG BESI + BEKISTING) 4,614,875.00

G. 6.6.44 1M3 MEMBUAT TANGGA BETON BERTULANG (200KG BESI + BEKISTING) 4,892,333.33

G. 6.6.45 1M3 MEMBUAT KOLOM PENGUAT BETON BERTULANG (11x11) CM 62,570.83

G. 6.6.46 1M' MEMBUAT RING BALOK BETON BERTULANG (10X15) CM 73,601.67

H. PEKERJAAN PENUTUP ATAP -

H. 6.6.1 1M2 PASANG ATAP GENTENG PALENTONG KECIL 14,700.00

H. 6.6.2 1M2 PASANG ATAP GENTENG KODOK /GLAZZUR 77,200.00

H. 6.6.3 1M2 PASANG ATAP GENTENG PALENTONG SUPER / BESAR 13,500.00

H. 6.6.4 1M2 PASANG ATAP GENTENG BUBUNG PALENTONG 56,970.00

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Bab XIII.Rekapitulasi Harga Hal 16

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

H. 6.6.5 1M' PASANG BUBUNG GENTENG KODOK 74,470.00

H. 6.6.6 1M2 PASANG BUBUNG GENTENG PALENTONG BESAR 45,186.14

H. 6.6.7 1M2 PASANG ROOFLIGHT FIBREGLASS (180X90) CM 11,416.25

H. 6.6.8 1m2 PASANG ATAP ASBES GELOMBANG (2,50X0,92)X5MM 29,686.67

H. 6.6.9 1m2 PASANG ATAP ASBES GELOMBANG (2,25X0,92)X5MM 29,820.00

H. 6.6.10 1m2 PASANG ATAP ASBES GELOMBANG (2,00X0,92)X5MM 29,670.00

H. 6.6.11 1m2 PASANG ATAP ASBES GELOMBANG (1,80X0,92)X5MM 33,120.00

H. 6.6.12 1m2 PASANG ATAP ASBES GELOMBANG (3,00X1,05)X4 MM 23,920.00

H. 6.6.13 1m2 PASANG ATAP ASBES GELOMBANG (2,70X1,05)X4 MM 25,530.00

H. 6.6.14 1m2 PASANG ATAP ASBES GELOMBANG (2,40X1,05)X4 MM 25,430.00

H. 6.6.15 1m2 PASANG ATAP ASBES GELOMBANG (2,10X1,05)X4 MM 27,040.00

H. 6.6.16 1m2 PASANG ATAP ASBES GELOMBANG (1,5X1,05)X4 MM 33,710.00

H. 6.6.17 1m2 PASANG ATAP ASBES GELOMBANG (3,00X1,08)X6 MM 23,820.00

H. 6.6.18 1m2 PASANG ATAP ASBES GELOMBANG (2,70X1,08)X6 MM 24,050.00

H. 6.6.19 1m2 PASANG ATAP ASBES GELOMBANG (2,40X1,08)X6 MM 25,890.00

H. 6.6.20 1m2 PASANG ATAP ASBES GELOMBANG (2,10X1,08)X6 MM 26,580.00

H. 6.6.21 1m2 PASANG ATAP ASBES GELOMBANG (1,80X1,08)X6 MM 28,420.00

H. 6.6.22 1M' PASANG BUBUNG STEL GELOMBANG 0,92 M 134,645.00

H. 6.6.23 1M' PASANG NOK STEL GELOMBANG 1,05 M 134,645.00

H. 6.6.24 1M' PASANG NOK STEL GELOMBANG 1,08 M 134,645.00

H. 6.6.25 1M' PASANG NOK paten 0,92 m 134,645.00

H. 6.6.26 1M' PASANG NOK PATEN 1,05 M 134,645.00

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Bab XIII.Rekapitulasi Harga Hal 17

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

H. 6.6.27 1M' PASANG NOK PATEN 1,08 M 134,645.00

H. 6.6.28 1M' PASANG NOK STEL RATA 0,92 M 137,275.00

H. 6.6.29 1M' PASANG NOK STEL RATA 1,05 M 137,275.00

H. 6.6.30 1M2 PASANG ATAP GENTENG BETON 58,467.50

H. 6.6.31 1M2 PASANG ATAP GENTENG ASPAL 79,292.50

H. 6.6.32 1M2 PASANG ATAP GENTENG METAL 81,325.00

H. 6.6.33 1M' PASANG ATAP SIRAP 122,221.67

H. 6.6.34 1M' PASANG NOK GENTENG BETON 90,805.83

H. 6.6.35 1M' PASANG NOK GENTENG ASPAL 40,633.33

H. 6.6.36 1M' PASANG NOK GENTENG METAL 27,129.17

H. 6.6.37 1 M' MEMASANG BUBUNGAN ATAP SIRAP L 40 cm 56,946.67

H. 6.6.38 1 M2 MEMASANG ATAP SENG 39,580.83

H. 6.6.39 1 M2 MEMASANG BUBUNGAN ATAP SENG 79,500.00

H. 6.6.40 1 M2 PASANG ATAP ALUMUNIUM 62,293.33

H. 6.6.41 1 M2 PASANG NOK ALUMUNIUM 77,986.67

H. 6.6.42 1 M2 PASANG ALUMUNIUM FOIL /SISALATION 485,225.00

I. PEKERJAAN PLAFOND -

I. 6.6.1 1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 6 MM 39,765.00

I. 6.6.2 1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 5 MM 39,765.00

I. 6.6.3 1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 4 MM 89,925.00

I. 6.6.4 1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 3,5 MM 89,925.00

I. 6.6.5 1 M2 PLAFOND AKUSTIK (30 X 30) CM 22,112.50

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Bab XIII.Rekapitulasi Harga Hal 18

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

I. 6.6.6 1 M2 PLAFOND AKUSTIK (30 X 60) CM 12,462.50

I. 6.6.7 1 M2 PLAFOND AKUSTIK (60 X 120) CM 12,462.50

I. 6.6.8 1 M2 PLAFOND PLYWOOD ( 30 X 60 ) cm, TEBAL 4 MM 32,375.00

I. 6.6.9 1 M2 PLAFOND PLYWOOD ( 30 X 60 ) cm, TEBAL 6 MM 57,425.00

I. 6.6.10 1 M2 PLAFOND PLYWOOD ( 60 X 120 ) cm, TEBAL 2 MM 29,215.63

I. 6.6.11 1 M2 PLAFOND PLYWOOD ( 60 X 120 ) cm, TEBAL 6 MM 42,575.00

I. 6.6.12 1 M2 PLAFOND TEAKWOOD ( 30 x 60 ) cm, TEBAL 4 MM 48,323.00

I. 6.6.13 1 M2 PLAFOND TEAKWOOD ( 60 x 120 ) cm, TEBAL 4 MM 57,650.00

I. 6.6.14 1M2 PLAFOND LAT KAYU JATI 199,405.83

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Bab XIII.Rekapitulasi Harga Hal 19

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

I. 6.6.15 1M2 PLAFOND LAT KAYU MERANTI 86,605.83

I. 6.6.16 1M2 PLAFOND LAT KAYU BENGKIRAI 175,405.83

I. 6.6.17 1M2 PLAFOND SOFTBOARD 41,442.50

I. 6.6.18 1M2 PLAFOND AKUSTIK 60 X 120 CM + RANGKA ALUMUNIUM 47,562.50

I. 6.6.19 1M2 PLAFOND KAYU PROFIL 18,335.83

I. 6.6.20 1M2 PLAFOND ASBES ( 1,00 X 1,00 ) M, TEBAL 3,2MM RANGKA MERANTI 145,210.00

I. 6.6.21 1M2 PLAFOND PLYWOOD 4 MM + RANGKA KAYU MERANTI 122,147.50

I. 6.6.22 1M2 PLAFOND AKUSTIK (30 X 60 ) CM + RANGKA KAYU MERANTI 100,110.00

I. 6.6.23 1M2 PLAFOND AKUSTIK (30 X 30 ) CM + RANGKA KAYU MERANTI 114,972.50

I. 6.6.24 1M2 PLAFOND GYPSUM BOARD, TEBAL 9 MM 35,610.00

J. PEKERJAAN SANITAIR

J. 6.6.1 MEMASANG 1 BH CLOSED DUDUK / MONOBLOK 1,940,075.00

J. 6.6.2 MEMASANG 1 BH CLOSED JONGKOK KERAMIK 427,170.83

J. 6.6.3 MEMASANG 1 BH CLOSED JONGKOK TERASO 305,270.83

J. 6.6.4 MEMASANG 1 BH URINOIR 2,575,737.50

J. 6.6.5 MEMASANG 1 BH WASTAFEL 2,621,987.50

J. 6.6.6 MEMASANG 1 BH BAK MANDI TERASO VOLUME 0.30 M3 377,087.50

J. 6.6.7 MEMASANG 1 BH BAK MANDI FIBREGLASS VOLUME 0,30 M3 525,550.00

J. 6.6.8 MEMASANG 1 BH BAK AIR BATU BATA VOLUME 0,3 M3 ( 60 x 60 ) 1,796,945.00

J. 6.6.9 MEMASANG 1 BH BADKIP PORSELEN 80,250.00

J. 6.6.10 MEMASANG 1 BH BAK BETON VOLUME 1 M3 AIR 17,881,412.50

J. 6.6.11 MEMASANG 1 BH BAK FIBERGLASS VOLUME 1 M3 AIR 1,119,000.00

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Bab XIII.Rekapitulasi Harga Hal 20

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

J. 6.6.12 MEMASANG 1M' PIPA PENYALUR AIR LIMBAH JENIS PIPA TANAH, DIA.15 CM 10,891.15

J. 6.6.13 MEMASANG 1M' PIPA PENYALUR AIR LIMBAH JENIS PIPA TANAH, DIA.20 CM 13,785.10

J. 6.6.14 MEMASANG 1M' PIPA BETON, DIAMETER 15 - 20 CM 35,623.20

J. 6.6.15 MEMASANG 1M' PIPA BETON, DIAMETER 30 - 100 CM 71,464.85

J. 6.6.16 MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (30X30)CM TINGGI 35 CM 374,601.00

J. 6.6.17 MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (45X45)CM TINGGI 50 CM 301,492.50

J. 6.6.18 MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (60 x 60)CM TINGGI 65 CM 475,165.80

J. 6.6.19 MEMASANG 1M' PIPA GALVANIS DIAMETER 1/2" 92,725.00

J. 6.6.20 MEMASANG 1M' PIPA GALVANIS DIAMETER 3/4" 160,852.50

J. 6.6.21 MEMASANG 1M' PIPA GALVANIS DIAMETER 1 " 92,725.00

J. 6.6.22 MEMASANG 1M' PIPA GALVANIS DIAMETER 1 1/2 " 151,890.00

J. 6.6.23 MEMASANG 1M' PIPA GALVANIS DIAMETER 3" 298,496.50

J. 6.6.24 MEMASANG 1M' PIPA GALVANIS DIAMETER 4 " 427,287.50

J. 6.6.25 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1/2 " 36,860.83

J. 6.6.26 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 3/4" 14,837.92

J. 6.6.27 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1 " 16,872.29

J. 6.6.28 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1 1/2 " 26,075.42

J. 6.6.29 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 2" 46,716.25

J. 6.6.30 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 2 1/2" 26,075.42

J. 6.6.31 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 3" 74,900.00

J. 6.6.32 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 4" 73,672.92

J. 6.6.33 MEMASANG 1BH BAK CUCI PIRING STAINLES STEEL 255,012.50

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Bab XIII.Rekapitulasi Harga Hal 21

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

J. 6.6.34 MEMASANG 1 BH BAK CUCI PIRING TERASO 409,625.00

J. 6.6.35 MEMASANG 1BH KRAN DIAMETER 3/4" ATAU 1/2" 33,775.00

J. 6.6.36 MEMASANG 1BH FLOOR DRAIN 43,675.00

K. PEKERJAAN BESI DAN ALUMINIUM

K. 6.6.1 1 KG PASANG RANGKA ATAP BAJA 5,819.17

K. 6.6.2 1 M2 PASANG PINTU BESI BAJA 4,192.50

K. 6.6.3 1 M2 PASANG JENDELA BESI 139,518.75

K. 6.6.4 1 M2 PASANG JENDELA BESI TAHAN API 149,660.00

K. 6.6.5 1 M2 PASANG PINTU GULUNG BESI 159,450.00

K. 6.6.6 1 M2 PASANG PINTU LIPAT 4,192.50

K. 6.6.7 1 M2 PASANG PINTU SUNSCREEN ALLUMUNIUM 66,700.00

K. 6.6.8 1 M2 PASANG ROLLING DOOR 171,015.00

K. 6.6.9 1 M2 PASANG PINTU ALLUMUNIUM 139,515.00

K. 6.6.10 1 M2 PASANG VENETIONS BLINDS 46,506.25

K. 6.6.11 1 M2 PASANG VERTIKALS BLINDS 46,506.25

K. 6.6.12 1 M2 PASANG TERALI BESI 516,645.00

K. 6.6.13 1 M2 PASANG KAWAT HARMONIKA 54,254.13

K. 6.6.14 1 M2 PASANG KAWAT NYAMUK 45,239.17

K. 6.6.15 1 M2 PASANG KAWAT KASSA 26,264.17

K. 6.6.16 1 M2 PASANG KAWAT BURUNG 142,429.17

K. 6.6.17 1 M2 PASANG JENDELA NAKO & TRALIS 387,051.67

K. 6.6.18 1 M' PASANG TALANG DATAR, SENG BLJS 28 122,625.83

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Bab XIII.Rekapitulasi Harga Hal 22

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

K. 6.6.19 1 M' PASANG TALANG MIRING, SENG BLJS 28 169,219.17

K. 6.6.20 1 M' PASANG TALANG 1/2 LINGKARAN D-10 CM. SENG BJLS 28 161,527.08

K. 6.6.21 1 M' PASANG TALANG 1/2 LINGKARAN D-10 CM. SENG BJLS 24 167,459.17

L. PEKERJAAN KUNCI DAN KACA

L. 6.6.1 1 BUAH PASANG KUNCI TANAM ANTIK 50,025.00

L. 6.6.2 1 BUAH PASANG KUNCI TANAM BIASA 5,175.00

L. 6.6.3 1 BUAH PASANG KUNCI KAMAR MANDI 35,837.50

L. 6.6.4 1 BUAH PASANG KUNCI SILINDER 28,040.00

L. 6.6.5 1 BUAH PASANG ENGSEL PINTU 40,034.03

L. 6.6.6 1 BUAH PASANG ENGSEL JENDELA KUPU - KUPU 23,754.17

L. 6.6.7 1 BUAH PASANG ENGSEL ANGIN 17,350.00

L. 6.6.8 1 BUAH PASANG SPRING KNIP 12,506.25

L. 6.6.9 1 BUAH PASANG KAIT ANGIN 24,506.25

L. 6.6.10 1 BUAH PASANG DOOR CLOSER 41,687.50

L. 6.6.11 1 BUAH PASANG KUNCI SELOT 16,675.00

L. 6.6.12 1 BUAH PASANG PEGANGAN PINTU / DOOR HOLDER 41,687.50

L. 6.6.13 1 BUAH PASANG DOOR STOP 8,337.50

L. 6.6.14 1 BUAH PASANG REL PINTU DORONG 50,025.00

L. 6.6.15 1 BUAH PASANG KUNCI LEMARI 45,843.75

L. 6.6.16 1 M2 PASANG KACA, TEBAL 3 MM 105,676.25

L. 6.6.17 1 M2 PASANG KACA, TEBAL 5 MM 125,036.25

L. 6.6.18 1 M2 PASANG KACA, TEBAL 8 MM 153,451.25

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Bab XIII.Rekapitulasi Harga Hal 23

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

L. 6.6.19 1 M2 PASANG KACA GELAP, TEBAL 5 MM 162,293.75

L. 6.6.20 1 M2 PASANG KACA CERMIN, TEBAL 5 MM 137,906.25

L. 6.6.21 1 M2 PASANG KACA CERMIN, TEBAL 6 MM 137,906.25

L. 6.6.22 1 M2 PASANG KACA CERMIN, TEBAL 8 MM 165,755.00

L. 6.6.23 1 M2 PASANG KACA " WIREGLASS", TEBAL 5 MM 12,506.25

L. 6.6.24 1 M2 PASANG KACA PATRI, TEBAL 5 MM 452,506.25

M. PEKERJAAN PENUTUP LANTAI & DINDING

M.6.6.1 1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 40 X 40 CM 92,220.63

M.6.6.2 1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 30 X 30 CM 84,955.63

M.6.6.3 1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 20 X 20 CM 87,220.63

M.6.6.4 1 M2 PASANG LANTAI UBIN WARNA UKURAN 40 X 40 CM 92,259.88

M.6.6.5 1 M2 PASANG LANTAI UBIN WARNA UKURAN 30 x 30 CM 80,019.88

M.6.6.6 1 M2 PASANG LANTAI UBIN WARNA UKURAN 20 x 20 CM 89,489.88

M.6.6.7 1 M2 PASANG LANTAI UBIN TERASO UKURAN 40 x 40 CM 105,673.75

M.6.6.8 1 M2 PASANG LANTAI UBIN TERASO UKURAN 30 x 30 CM 118,175.42

M.6.6.9 1 M2 PASANG LANTAI UBIN GRANITO UKURAN 40 X 40 CM 149,202.92

M.6.6.10 1 M2 PASANG LANTAI UBIN GRANITO UKURAN 30 X 30 CM 153,707.50

M.6.6.11 1 M2 PASANG LANTAI UBIN TERALUX TERANG UKURAN 40 X 40 CM 43,952.92

M.6.6.12 1 M2 PASANG LANTAI UBIN TERALUX TERANG UKURAN 30 X 30 CM 45,172.03

M.6.6.13 1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 60 X 60 CM 49,126.17

M.6.6.14 1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 40 X 40 CM 76,805.42

M.6.6.15 1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 30 X 30 CM 90,365.63

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Bab XIII.Rekapitulasi Harga Hal 24

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

M.6.6.16 1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 15 X 20 CM 17,793.00

M.6.6.17 1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 10 X 30 CM 12,778.56

M.6.6.18 1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 10 X 40 CM 13,660.52

M.6.6.19 1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 20 CM 15,414.58

M.6.6.20 1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 30 CM 13,330.32

M.6.6.21 1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 40 CM 16,125.85

M.6.6.22 1 M' PASANG PLINT UBIN TERASO UKURAN 10 X 30 CM 19,592.58

M.6.6.23 1 M' PASANG PLINT UBIN TERASO UKURAN 10 X 40 CM 26,654.58

M.6.6.24 1 M' PASANG PLINT UBIN GRANITO UKURAN 10 X 40 CM 28,017.08

M.6.6.25 1 M' PASANG PLINT UBIN GRANITO UKURAN 10 X 30 CM 70,822.83

M.6.6.26 1 M' PASANG PLINT UBIN TERALUX KERANG UKURAN 10 X 40 CM 60,832.83

M.6.6.27 1 M' PASANG PLINT UBIN TERALUX KERANG UKURAN 10 X 30 CM 60,832.83

M.6.6.28 1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 60 CM 60,832.83

M.6.6.29 1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 40 CM 59,190.11

M.6.6.30 1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 30 CM 60,832.83

M.6.6.31 1 M2 PASANG TERASO COR DITEMPAT 56,812.50

M.6.6.32 1 M2 PASANG TERALUC COR DITEMPAT, TEBAL 3 CM 56,812.50

M.6.6.33 1 M2 PASANG UBIN TAHAN ASAM 38,637.50

M.6.6.34 1 M2 PASANG LANTAI KERAMIK ARTISTIK 10 X 20 CM 164,726.50

M.6.6.35 1 M2 PASANG LANTAI KERAMIK ARTISTIK 10 X 10 CM 184,643.17

M.6.6.36 1 M2 PASANG LANTAI KERAMIK ARTISTIK 5 X 20 CM 164,726.50

M.6.6.37 1 M2 PASANG PLINT KERAMIK ARTISTIK 10 X 20 CM 22,282.83

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Bab XIII.Rekapitulasi Harga Hal 25

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

M.6.6.38 1 M2 PASANG PLINT KERAMIK ARTISTIK 10 X 10 CM 20,229.50

M.6.6.39 1 M2 PASANG PLINT KERAMIK ARTISTIK 5 X 20 CM 17,767.42

M.6.6.40 1 M' INTERNAL COVE ARTISTIK ( 5 X 5 X 20 ) CM 103,448.25

M.6.6.41 1 M' PASANG PLINT VINYL TANPA ADUKAN 10,900.00

M.6.6.42 1 M2 PASANG LANTAI KERAMIK 10 X 20 CM 139,622.50

M.6.6.43 1 M2 PASANG LANTAI KERAMIK 15 X 15 CM 142,126.50

M.6.6.44 1 M2 PASANG LANTAI KERAMIK 20 X 20 CM 169,726.50

M.6.6.45 1 M2 PASANG LANTAI KERAMIK 25 X 25 CM 148,726.50

M.6.6.46 1 M2 PASANG LANTAI KERAMIK 15 X 20 CM 178,296.50

M.6.6.47 1 M2 PASANG LANTAI KERAMIK 30 x 30 CM 146,477.34

M.6.6.48 1 M2 PASANG LANTAI KERAMIK 30 x 30 CM ANTI SLIP 154,979.03

M.6.6.49 1 M2 PASANG LANTAI KERAMIK 10 x 33 CM 104,726.50

M.6.6.50 1 M2 PASANG LANTAI MOSAIK 30 X 30 CM, EX. LOKAL 112,407.92

M.6.6.51 1 M2 PASANG LANTAI MARMER 633,147.92

M.6.6.52 1 M2 PASANG LANTAI KARPET 100 % WOOL 23,162.50

M.6.6.53 1 M2 PASANG LANTAI KARPET 80 % WOOL, 20% NYLON 23,162.50

M.6.6.54 1 M2 PASANG UNDRLYER, TEBAL 6 MM 16,350.00

M.6.6.55 1 M2 PASANG LANTAI KARPET 23,162.50

M.6.6.56 1 M2 PASANG LANTAI PARQUET JATI 18,530.00

M.6.6.57 1 M2 PASANG GYMFLOOR 65,312.50

M.6.6.58 1 M2 PASANG DINDING PORSELIN 11 X 11 CM, PUTIH 106,957.50

M.6.6.59 1 M2 PASANG DINDING PORSELIN 11 X 11 CM, WARNA 106,957.50

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Bab XIII.Rekapitulasi Harga Hal 26

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

M.6.6.60 1 M2 PASANG DINDING PORSELIN 15 X 15 CM, PUTIH 174,640.21

M.6.6.61 1 M2 PASANG DINDING PORSELIN 15 X 15 CM, WARNA 227,982.50

M.6.6.62 1 M2 PASANG DINDING PORSELIN 10 X 20 CM, WARNA 226,982.50

M.6.6.63 1 M2 PASANG DINDING PORSELIN 20 X 20 CM, WARNA 222,140.00

M.6.6.64 1 M2 PASANG DINDING KERAMIK ARTISTIK 10 X 20 CM 201,982.50

M.6.6.65 1 M2 PASANG DINDING KERAMIK ARTISTIK 5 X 20 CM 151,982.50

M.6.6.66 1 M2 PASANG DINDING KERAMIK 10 X 20 CM 153,371.39

M.6.6.67 1 M2 PASANG DINDING KERAMIK 15 x 15 CM 140,232.50

M.6.6.68 1 M2 PASANG DINDING KERAMIK 20 x 20 CM 129,806.57

M.6.6.69 1 M2 PASANG DINDING KERAMIK 10 x 20 CM 128,183.89

M.6.6.70 1 M2 PASANG DINDING MARMER 180,490.75

M.6.6.71 1 M2 PASANG DINDING BATA PELAPIS 7 X 3 X 24 CM 109,232.42

M.6.6.72 1 M2 PASANG DINDING BATA KLINKER 5 X 5 X 24 CM 148,590.75

M.6.6.73 1 M2 PASANG DINDING BATU PAROS 90,856.25

M.6.6.74 1 M2 PASANG DINDING BATU TEMPEL HITAM 88,506.25

M.6.6.75 1 M2 PASANG LANTAI VINYL KARET 30 X 30 CM KL I 20,437.50

M.6.6.76 1 M2 PASANG LANTAI VINYL KARET 30 X 30 CM KL II 20,437.50

M.6.6.77 1 M2 PASANG LANTAI VINYL ASBES 30 X 30 CM 20,437.50

M.6.6.78 1 M2 PASANG LANTAI VINYL MOTIF KEMBANG 30 X 30 CM 20,437.50

M.6.6.79 1 M2 PASANG WALL COVERING LEBAR 50 CM 55,062.50

M.6.6.80 1 M2 FLOOR HARDENER FERROVAX 16,350.00

M.6.6.81 1 M2 FLOOR HARDENER MASTERCRON 16,350.00

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Bab XIII.Rekapitulasi Harga Hal 27

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

M.6.6.82 1 M2 PLINT KAYU 2 X 10 CM 34,150.00

N. PEKERJAAN CAT - CATAN

N. 6.6.1 1 M2 MENGIKIS/MENGEROK PERMUKAAN CAT TEMBOK LAMA 14,250.00

N. 6.6.2 1 M2 MENCUCI BIDANG PERMUKAAN TEMBOK YANG PERNAH DICAT 14,775.00

N. 6.6.3 1 M2 MENGEROK KARAT CAT LAMA PERMUKAAN BAJA DENGAN CARA MANUAL 14,775.00

N. 6.6.4 1 M2 MENYABUN PERMUKAAN TEMBOK LAMA 14,775.00

N. 6.6.5 1 M2 MENGEROK KARAT ATAU CAT LAMA PERMUKAAN BAJA DENGAN PANCAR 792,197.11

N. 6.6.6 1 M2 MENDEMPUL DAN MENGGOSOK KAYU 7,622.08

N. 6.6.7 1 M2 PENGECATAN BIDANG KAYU LAMA 22,329.17

N. 6.6.8 1 M2 PENGECATAN BIDANG KAYU BARU ( 1 LAPIS PLAMIR ), 1 LAPIS CAT DASAR, 24,539.17

N. 6.6.9 1 M2 PENGECATAN BIDANG KAYU BARU ( 1 LAPIS PLAMIR ) 35,016.67

N. 6.6.10 1 M2 PELABURAN BIDANG KAYU DENGAN TEAK OIL 24,950.50

N. 6.6.11 1 M2 PELABURAN BIDANG KAYU DENGAN POLITUR 29,912.00

N. 6.6.12 1 M2 PELABURAN BIDANG KAYU DENGAN CAT RESIDU DAN TER 6,610.00

N. 6.6.13 1 M2 PELABURAN BIDANG KAYU DENGAN VERNIS 24,333.33

N. 6.6.14 1 M2 PENGECATAN TEMBOK BARU ( 1 lapis plamir, 11,266.00

N. 6.6.15 1 M2 PENGECATAN TEMBOK LAMA 7,631.30

N. 6.6.16 1 M2 MELABUR TEMBOK DENGAN KALKARIUM 4,982.50

N. 6.6.17 1 M2 MELABUR TEMBOK DENGAN KAPUR SIRIH 15,027.50

N. 6.6.18 1 M2 MELABUR TEMBOK LAMA DENGAN KAPUR SIRIH ( UNTUK PEMELILHARAAN ) 10,375.00

N. 6.6.19 1 M2 PEMASANGAN WALL PAPER 17,437.50

N. 6.6.20 1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI 19,480.00

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Bab XIII.Rekapitulasi Harga Hal 28

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

N. 6.6.21 1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI DAN PERANCAH 38,480.00

N. 6.6.22 1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL 7,600.00

N. 6.6.23 1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL 5,880.00

N. 6.6.24 1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL 121,000.00

N. 6.6.25 1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA SEMPROT 101,000.00

Page 29: Analisa Cika'11

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

G. PEKERJAAN BETON

G.6.6.1 1 M3 BETON TUMBUK 1 pc ; 3 ps ; 5 kr 834,025.00

G.6.6.2 1 M3 BETON TUMBUK 1 pc ; 3 ps ; 6 kr 818,725.00

G.6.6.3 1 M3 BETON TUMBUK 1 pc ; 4 ps ; 6 kr 788,025.00

G.6.6.4 1 M3 MEMBUAT LANTAI KERJA BETON TUMBUK 1 pc ; 3 ps ; 5 kr 100,150.00

G.6.6.5. 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 3 kr) 820,725.00

G.6.6.6 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 4 kr) 907,625.00

G.6.6.7 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;2,5 kr) 958,725.00

G.6.6.8 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ; 3 kr) 874,225.00

G.6.6.9 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ;2,5 kr) 1,008,425.00

G.6.6.10 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1 ps ; 2 kr) 1,090,325.00

G.6.6.11 1M3 MEMBUAT TIANG PANCANG PRESTRESSED BETON 1,093,125.00

G.6.6.12 1M3 MEMBUAT BETON DENGAN PUZZDITH - 100 XR 971,425.00

G.6.6.13 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;3 kr) 1,067,425.00

G.6.6.14 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 4 kr) 1,033,425.00

G.6.6.15 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ;3kr) 1,107,225.00

G.6.6.16 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ; 2,5 kr) 1,132,125.00

G.6.6.17 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1 ps ;1kr) 1,323,625.00

G.6.6.18 1M3 MEMBUAT BETON KEDAP AIR DENGAN STROROX - 100 1,132,125.00

G.6.6.19 1M' MEMASANG PVC WATERSTOP LEBAR 150 MM 5,225.00

G.6.6.20 1M' MEMASANG PVC WATERSTOP LEBAR 200 MM 5,612.50

G.6.6.21 1M' MEMASANG PVC WATERSTOP LEBAR 230 MM 32,925.00

G.6.6.22 1M' MEMASANG PVC WATERSTOP LEBAR 250 MM 32,925.00

G.6.6.23 1M' MEMASANG PVC WATERSTOP LEBAR 300 MM 32,925.00

G.6.6.24 1M' MEMASANG PVC WATERSTOP LEBAR 320 MM 5,350.00

G.6.6.25 1 KG PEMBESIAN DG BESI POLOS 11,750.00

G.6.6.25 1 KG PEMBESIAN DG BESI ULIR 13,587.50

G.6.6.26 1 KG KABEL PRESSTRESSED POLOS/STRANDS 11,385.00

G.6.6.27 1 KG JARING KAWAT BAJA 48,442.00

G.6.6.28 1M2 PASANG BEKISTING UNTUK PONDASI 130,900.00

G. 6.6.29 1 M2 PASANG BEKISTING UNTUK SLOOF ( 2 x pakai ) 121,650.00

G. 6.6.30 1 M2 PASANG BEKISTING UNTUK KOLOM ( 2 x pakai ) 216,762.50

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NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

G. 6.6.31 1 M2 PASANG BEKISTING UNTUK BALOK ( 2 x pakai ) 224,462.50

G. 6.6.32 1 M2 PASANG BEKISTING UNTUK LANTAI ( 2 x pakai ) 255,862.50

G. 6.6.33 1 M2 PASANG BEKISTING UNTUK DINDING ( 2 x pakai ) 447,222.50

G. 6.6.34 1 M2 PASANG BEKISTING UNTUK TANGGA 213,262.50

G. 6.6.35 1M3 MEMBUAT BETON DENGAN MUTU K 225 1,431,650.00

G. 6.6.36 1M3 MEMBUAT BETON DENGAN MUTU K 275 1,403,000.00

G. 6.6.37 1 M2 PASANG JEMBATAN COR 84,830.00

G. 6.6.38 1M3 MEMBUAT PONDASI BETON BERTULANG (150KG BESI + BEKISTING) 3,337,925.00

G. 6.6.39 1M3 MEMBUAT SLOOF BETON BERTULANG (200KG BESI + BEKISTING) 4,137,091.67

G. 6.6.40 1M3 MEMBUAT KOLOM BETON BERTULANG (300KG BESI + BEKISTING) 6,786,575.00

G. 6.6.41 1M3 MEMBUAT BALOK BETON BERTULANG (200KG BESI + BEKISTING) 5,246,625.00

G. 6.6.42 1M3 MEMBUAT BALOK BETON BERTULANG (150KG BESI + BEKISTING) 4,801,975.00

G. 6.6.43 1M3 MEMBUAT DINDING BETON BERTULANG (150 KG BESI + BEKISTING) 4,614,875.00

G. 6.6.44 1M3 MEMBUAT TANGGA BETON BERTULANG (200KG BESI + BEKISTING) 4,892,333.33

G. 6.6.45 1M3 MEMBUAT KOLOM PENGUAT BETON BERTULANG (11x11) CM 62,570.83

G. 6.6.46 1M' MEMBUAT RING BALOK BETON BERTULANG (10X15) CM 73,601.67

H. PEKERJAAN PENUTUP ATAP

H. 6.6.1 1M2 PASANG ATAP GENTENG PALENTONG KECIL 14,700.00

H. 6.6.2 1M2 PASANG ATAP GENTENG KODOK /GLAZZUR 77,200.00

H. 6.6.3 1M2 PASANG ATAP GENTENG PALENTONG SUPER / BESAR 13,500.00

H. 6.6.4 1M2 PASANG ATAP GENTENG BUBUNG PALENTONG 56,970.00

H. 6.6.5 1M' PASANG BUBUNG GENTENG KODOK 74,470.00

H. 6.6.6 1M2 PASANG BUBUNG GENTENG PALENTONG BESAR 45,186.14

H. 6.6.7 1M2 PASANG ROOFLIGHT FIBREGLASS (180X90) CM 11,416.25

H. 6.6.8 1m2 PASANG ATAP ASBES GELOMBANG (2,50X0,92)X5MM 29,686.67

H. 6.6.9 1m2 PASANG ATAP ASBES GELOMBANG (2,25X0,92)X5MM 29,820.00

H. 6.6.10 1m2 PASANG ATAP ASBES GELOMBANG (2,00X0,92)X5MM 29,670.00

H. 6.6.11 1m2 PASANG ATAP ASBES GELOMBANG (1,80X0,92)X5MM 33,120.00

H. 6.6.12 1m2 PASANG ATAP ASBES GELOMBANG (3,00X1,05)X4 MM 23,920.00

H. 6.6.13 1m2 PASANG ATAP ASBES GELOMBANG (2,70X1,05)X4 MM 25,530.00

H. 6.6.14 1m2 PASANG ATAP ASBES GELOMBANG (2,40X1,05)X4 MM 25,430.00

H. 6.6.15 1m2 PASANG ATAP ASBES GELOMBANG (2,10X1,05)X4 MM 27,040.00

H. 6.6.16 1m2 PASANG ATAP ASBES GELOMBANG (1,5X1,05)X4 MM 33,710.00

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H. 6.6.17 1m2 PASANG ATAP ASBES GELOMBANG (3,00X1,08)X6 MM 23,820.00

H. 6.6.18 1m2 PASANG ATAP ASBES GELOMBANG (2,70X1,08)X6 MM 24,050.00

H. 6.6.19 1m2 PASANG ATAP ASBES GELOMBANG (2,40X1,08)X6 MM 25,890.00

H. 6.6.20 1m2 PASANG ATAP ASBES GELOMBANG (2,10X1,08)X6 MM 26,580.00

H. 6.6.21 1m2 PASANG ATAP ASBES GELOMBANG (1,80X1,08)X6 MM 28,420.00

H. 6.6.22 1M' PASANG BUBUNG STEL GELOMBANG 0,92 M 134,645.00

H. 6.6.23 1M' PASANG NOK STEL GELOMBANG 1,05 M 134,645.00

H. 6.6.24 1M' PASANG NOK STEL GELOMBANG 1,08 M 134,645.00

H. 6.6.25 1M' PASANG NOK paten 0,92 m 134,645.00

H. 6.6.26 1M' PASANG NOK PATEN 1,05 M 134,645.00

H. 6.6.27 1M' PASANG NOK PATEN 1,08 M 134,645.00

H. 6.6.28 1M' PASANG NOK STEL RATA 0,92 M 137,275.00

H. 6.6.29 1M' PASANG NOK STEL RATA 1,05 M 137,275.00

H. 6.6.30 1M2 PASANG ATAP GENTENG BETON 58,467.50

H. 6.6.31 1M2 PASANG ATAP GENTENG ASPAL 79,292.50

H. 6.6.32 1M2 PASANG ATAP GENTENG METAL 81,325.00

H. 6.6.33 1M' PASANG ATAP SIRAP 122,221.67

H. 6.6.34 1M' PASANG NOK GENTENG BETON 90,805.83

H. 6.6.35 1M' PASANG NOK GENTENG ASPAL 40,633.33

H. 6.6.36 1M' PASANG NOK GENTENG METAL 27,129.17

H. 6.6.37 1 M' MEMASANG BUBUNGAN ATAP SIRAP L 40 cm 56,946.67

H. 6.6.38 1 M2 MEMASANG ATAP SENG 39,580.83

H. 6.6.39 1 M2 MEMASANG BUBUNGAN ATAP SENG 79,500.00

H. 6.6.40 1 M2 PASANG ATAP ALUMUNIUM 62,293.33

H. 6.6.41 1 M2 PASANG NOK ALUMUNIUM 77,986.67

H. 6.6.42 1 M2 PASANG ALUMUNIUM FOIL /SISALATION 485,225.00

I. PEKERJAAN PLAFOND

I. 6.6.1 1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 6 MM 39,765.00

I. 6.6.2 1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 5 MM 39,765.00

I. 6.6.3 1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 4 MM 89,925.00

I. 6.6.4 1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 3,5 MM 89,925.00

I. 6.6.5 1 M2 PLAFOND AKUSTIK (30 X 30) CM 22,112.50

I. 6.6.6 1 M2 PLAFOND AKUSTIK (30 X 60) CM 12,462.50

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I. 6.6.7 1 M2 PLAFOND AKUSTIK (60 X 120) CM 12,462.50

I. 6.6.8 1 M2 PLAFOND PLYWOOD ( 30 X 60 ) cm, TEBAL 4 MM 32,375.00

I. 6.6.9 1 M2 PLAFOND PLYWOOD ( 30 X 60 ) cm, TEBAL 6 MM 57,425.00

I. 6.6.10 1 M2 PLAFOND PLYWOOD ( 60 X 120 ) cm, TEBAL 2 MM 29,215.63

I. 6.6.11 1 M2 PLAFOND PLYWOOD ( 60 X 120 ) cm, TEBAL 6 MM 42,575.00

I. 6.6.12 1 M2 PLAFOND TEAKWOOD ( 30 x 60 ) cm, TEBAL 4 MM 48,323.00

I. 6.6.13 1 M2 PLAFOND TEAKWOOD ( 60 x 120 ) cm, TEBAL 4 MM 57,650.00

I. 6.6.14 1M2 PLAFOND LAT KAYU JATI 199,405.83

I. 6.6.15 1M2 PLAFOND LAT KAYU MERANTI 86,605.83

I. 6.6.16 1M2 PLAFOND LAT KAYU BENGKIRAI 175,405.83

I. 6.6.17 1M2 PLAFOND SOFTBOARD 41,442.50

I. 6.6.18 1M2 PLAFOND AKUSTIK 60 X 120 CM + RANGKA ALUMUNIUM 47,562.50

I. 6.6.19 1M2 PLAFOND KAYU PROFIL 18,335.83

I. 6.6.20 1M2 PLAFOND ASBES ( 1,00 X 1,00 ) M, TEBAL 3,2MM RANGKA MERANTI 145,210.00

I. 6.6.21 1M2 PLAFOND PLYWOOD 4 MM + RANGKA KAYU MERANTI 122,147.50

I. 6.6.22 1M2 PLAFOND AKUSTIK (30 X 60 ) CM + RANGKA KAYU MERANTI 100,110.00

I. 6.6.23 1M2 PLAFOND AKUSTIK (30 X 30 ) CM + RANGKA KAYU MERANTI 114,972.50

I. 6.6.24 1M2 PLAFOND GYPSUM BOARD, TEBAL 9 MM 35,610.00

J. PEKERJAAN SANITAIR

J. 6.6.1 MEMASANG 1 BH CLOSED DUDUK / MONOBLOK 1,940,075.00

J. 6.6.2 MEMASANG 1 BH CLOSED JONGKOK KERAMIK 427,170.83

J. 6.6.3 MEMASANG 1 BH CLOSED JONGKOK TERASO 305,270.83

J. 6.6.4 MEMASANG 1 BH URINOIR 2,575,737.50

J. 6.6.5 MEMASANG 1 BH WASTAFEL 2,621,987.50

J. 6.6.6 MEMASANG 1 BH BAK MANDI TERASO VOLUME 0.30 M3 377,087.50

J. 6.6.7 MEMASANG 1 BH BAK MANDI FIBREGLASS VOLUME 0,30 M3 525,550.00

J. 6.6.8 MEMASANG 1 BH BAK AIR BATU BATA VOLUME 0,3 M3 ( 60 x 60 ) 1,796,945.00

J. 6.6.9 MEMASANG 1 BH BADKIP PORSELEN 80,250.00

J. 6.6.10 MEMASANG 1 BH BAK BETON VOLUME 1 M3 AIR 17,881,412.50

J. 6.6.11 MEMASANG 1 BH BAK FIBERGLASS VOLUME 1 M3 AIR 1,119,000.00

J. 6.6.12 MEMASANG 1M' PIPA PENYALUR AIR LIMBAH JENIS PIPA TANAH, DIA.15 CM 10,891.15

J. 6.6.13 MEMASANG 1M' PIPA PENYALUR AIR LIMBAH JENIS PIPA TANAH, DIA.20 CM 13,785.10

J. 6.6.14 MEMASANG 1M' PIPA BETON, DIAMETER 15 - 20 CM 35,623.20

Hal : 520

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J. 6.6.15 MEMASANG 1M' PIPA BETON, DIAMETER 30 - 100 CM 71,464.85

J. 6.6.16 MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (30X30)CM TINGGI 35 C 374,601.00

J. 6.6.17 MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (45X45)CM TINGGI 50 C 301,492.50

J. 6.6.18 MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (60 x 60)CM TINGGI 65 475,165.80

J. 6.6.19 MEMASANG 1M' PIPA GALVANIS DIAMETER 1/2" 92,725.00

J. 6.6.20 MEMASANG 1M' PIPA GALVANIS DIAMETER 3/4" 160,852.50

J. 6.6.21 MEMASANG 1M' PIPA GALVANIS DIAMETER 1 " 92,725.00

J. 6.6.22 MEMASANG 1M' PIPA GALVANIS DIAMETER 1 1/2 " 151,890.00

J. 6.6.23 MEMASANG 1M' PIPA GALVANIS DIAMETER 3" 298,496.50

J. 6.6.24 MEMASANG 1M' PIPA GALVANIS DIAMETER 4 " 427,287.50

J. 6.6.25 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1/2 " 36,860.83

J. 6.6.26 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 3/4" 14,837.92

J. 6.6.27 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1 " 16,872.29

J. 6.6.28 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1 1/2 " 26,075.42

J. 6.6.29 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 2" 46,716.25

J. 6.6.30 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 2 1/2" 26,075.42

J. 6.6.31 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 3" 74,900.00

J. 6.6.32 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 4" 73,672.92

J. 6.6.33 MEMASANG 1BH BAK CUCI PIRING STAINLES STEEL 255,012.50

J. 6.6.34 MEMASANG 1 BH BAK CUCI PIRING TERASO 409,625.00

J. 6.6.35 MEMASANG 1BH KRAN DIAMETER 3/4" ATAU 1/2" 33,775.00

J. 6.6.36 MEMASANG 1BH FLOOR DRAIN 43,675.00

K. PEKERJAAN BESI

K. 6.6.1 1 KG PASANG RANGKA ATAP BAJA 5,819.17

K. 6.6.2 1 M2 PASANG PINTU BESI BAJA 4,192.50

K. 6.6.3 1 M2 PASANG JENDELA BESI 139,518.75

K. 6.6.4 1 M2 PASANG JENDELA BESI TAHAN API 149,660.00

K. 6.6.5 1 M2 PASANG PINTU GULUNG BESI 159,450.00

K. 6.6.6 1 M2 PASANG PINTU LIPAT 4,192.50

K. 6.6.7 1 M2 PASANG PINTU SUNSCREEN ALLUMUNIUM 66,700.00

K. 6.6.8 1 M2 PASANG ROLLING DOOR 171,015.00

K. 6.6.9 1 M2 PASANG PINTU ALLUMUNIUM 139,515.00

K. 6.6.10 1 M2 PASANG VENETIONS BLINDS 46,506.25

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K. 6.6.11 1 M2 PASANG VERTIKALS BLINDS 46,506.25

K. 6.6.12 1 M2 PASANG TERALI BESI 516,645.00

K. 6.6.13 1 M2 PASANG KAWAT HARMONIKA 54,254.13

K. 6.6.14 1 M2 PASANG KAWAT NYAMUK 45,239.17

K. 6.6.15 1 M2 PASANG KAWAT KASSA 26,264.17

K. 6.6.16 1 M2 PASANG KAWAT BURUNG 142,429.17

K. 6.6.17 1 M2 PASANG JENDELA NAKO & TRALIS 387,051.67

K. 6.6.18 1 M' PASANG TALANG DATAR, SENG BLJS 28 122,625.83

K. 6.6.19 1 M' PASANG TALANG MIRING, SENG BLJS 28 169,219.17

K. 6.6.20 1 M' PASANG TALANG 1/2 LINGKARAN D-10 CM. SENG BJLS 28 161,527.08

K. 6.6.21 1 M' PASANG TALANG 1/2 LINGKARAN D-10 CM. SENG BJLS 24 167,459.17

L. PEKERJAAN KUNCI DAN KACA

L. 6.6.1 1 BUAH PASANG KUNCI TANAM ANTIK 50,025.00

L. 6.6.2 1 BUAH PASANG KUNCI TANAM BIASA 5,175.00

L. 6.6.3 1 BUAH PASANG KUNCI KAMAR MANDI 35,837.50

L. 6.6.4 1 BUAH PASANG KUNCI SILINDER 28,040.00

L. 6.6.5 1 BUAH PASANG ENGSEL PINTU 40,034.03

L. 6.6.6 1 BUAH PASANG ENGSEL JENDELA KUPU - KUPU 23,754.17

L. 6.6.7 1 BUAH PASANG ENGSEL ANGIN 17,350.00

L. 6.6.8 1 BUAH PASANG SPRING KNIP 12,506.25

L. 6.6.9 1 BUAH PASANG KAIT ANGIN 24,506.25

L. 6.6.10 1 BUAH PASANG DOOR CLOSER 41,687.50

L. 6.6.11 1 BUAH PASANG KUNCI SELOT 16,675.00

L. 6.6.12 1 BUAH PASANG PEGANGAN PINTU / DOOR HOLDER 41,687.50

L. 6.6.13 1 BUAH PASANG DOOR STOP 8,337.50

L. 6.6.14 1 BUAH PASANG REL PINTU DORONG 50,025.00

L. 6.6.15 1 BUAH PASANG KUNCI LEMARI 45,843.75

L. 6.6.16 1 M2 PASANG KACA, TEBAL 3 MM 105,676.25

L. 6.6.17 1 M2 PASANG KACA, TEBAL 5 MM 125,036.25

L. 6.6.18 1 M2 PASANG KACA, TEBAL 8 MM 153,451.25

L. 6.6.19 1 M2 PASANG KACA GELAP, TEBAL 5 MM 162,293.75

L. 6.6.20 1 M2 PASANG KACA CERMIN, TEBAL 5 MM 137,906.25

L. 6.6.21 1 M2 PASANG KACA CERMIN, TEBAL 6 MM 137,906.25

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L. 6.6.22 1 M2 PASANG KACA CERMIN, TEBAL 8 MM 165,755.00

L. 6.6.23 1 M2 PASANG KACA " WIREGLASS", TEBAL 5 MM 12,506.25

L. 6.6.24 1 M2 PASANG KACA PATRI, TEBAL 5 MM 452,506.25

M. PEKERJAAN PENUTUP LANTAI & DINDING

M.6.6.1 1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 40 X 40 CM 92,220.63

M.6.6.2 1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 30 X 30 CM 84,955.63

M.6.6.3 1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 20 X 20 CM 87,220.63

M.6.6.4 1 M2 PASANG LANTAI UBIN WARNA UKURAN 40 X 40 CM 92,259.88

M.6.6.5 1 M2 PASANG LANTAI UBIN WARNA UKURAN 30 x 30 CM 80,019.88

M.6.6.6 1 M2 PASANG LANTAI UBIN WARNA UKURAN 20 x 20 CM 89,489.88

M.6.6.7 1 M2 PASANG LANTAI UBIN TERASO UKURAN 40 x 40 CM 105,673.75

M.6.6.8 1 M2 PASANG LANTAI UBIN TERASO UKURAN 30 x 30 CM 118,175.42

M.6.6.9 1 M2 PASANG LANTAI UBIN GRANITO UKURAN 40 X 40 CM 149,202.92

M.6.6.10 1 M2 PASANG LANTAI UBIN GRANITO UKURAN 30 X 30 CM 153,707.50

M.6.6.11 1 M2 PASANG LANTAI UBIN TERALUX TERANG UKURAN 40 X 40 CM 43,952.92

M.6.6.12 1 M2 PASANG LANTAI UBIN TERALUX TERANG UKURAN 30 X 30 CM 45,172.03

M.6.6.13 1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 60 X 60 CM 49,126.17

M.6.6.14 1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 40 X 40 CM 76,805.42

M.6.6.15 1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 30 X 30 CM 90,365.63

M.6.6.16 1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 15 X 20 CM 17,793.00

M.6.6.17 1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 10 X 30 CM 12,778.56

M.6.6.18 1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 10 X 40 CM 13,660.52

M.6.6.19 1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 20 CM 15,414.58

M.6.6.20 1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 30 CM 13,330.32

M.6.6.21 1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 40 CM 16,125.85

M.6.6.22 1 M' PASANG PLINT UBIN TERASO UKURAN 10 X 30 CM 19,592.58

M.6.6.23 1 M' PASANG PLINT UBIN TERASO UKURAN 10 X 40 CM 26,654.58

M.6.6.24 1 M' PASANG PLINT UBIN GRANITO UKURAN 10 X 40 CM 28,017.08

M.6.6.25 1 M' PASANG PLINT UBIN GRANITO UKURAN 10 X 30 CM 70,822.83

M.6.6.26 1 M' PASANG PLINT UBIN TERALUX KERANG UKURAN 10 X 40 CM 60,832.83

M.6.6.27 1 M' PASANG PLINT UBIN TERALUX KERANG UKURAN 10 X 30 CM 60,832.83

M.6.6.28 1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 60 CM 60,832.83

M.6.6.29 1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 40 CM 59,190.11

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M.6.6.30 1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 30 CM 60,832.83

M.6.6.31 1 M2 PASANG TERASO COR DITEMPAT 56,812.50

M.6.6.32 1 M2 PASANG TERALUC COR DITEMPAT, TEBAL 3 CM 56,812.50

M.6.6.33 1 M2 PASANG UBIN TAHAN ASAM 38,637.50

M.6.6.34 1 M2 PASANG LANTAI KERAMIK ARTISTIK 10 X 20 CM 164,726.50

M.6.6.35 1 M2 PASANG LANTAI KERAMIK ARTISTIK 10 X 10 CM 184,643.17

M.6.6.36 1 M2 PASANG LANTAI KERAMIK ARTISTIK 5 X 20 CM 164,726.50

M.6.6.37 1 M2 PASANG PLINT KERAMIK ARTISTIK 10 X 20 CM 22,282.83

M.6.6.38 1 M2 PASANG PLINT KERAMIK ARTISTIK 10 X 10 CM 20,229.50

M.6.6.39 1 M2 PASANG PLINT KERAMIK ARTISTIK 5 X 20 CM 17,767.42

M.6.6.40 1 M' INTERNAL COVE ARTISTIK ( 5 X 5 X 20 ) CM 103,448.25

M.6.6.41 1 M' PASANG PLINT VINYL TANPA ADUKAN 10,900.00

M.6.6.42 1 M2 PASANG LANTAI KERAMIK 10 X 20 CM 139,622.50

M.6.6.43 1 M2 PASANG LANTAI KERAMIK 15 X 15 CM 142,126.50

M.6.6.44 1 M2 PASANG LANTAI KERAMIK 20 X 20 CM 169,726.50

M.6.6.45 1 M2 PASANG LANTAI KERAMIK 25 X 25 CM 148,726.50

M.6.6.46 1 M2 PASANG LANTAI KERAMIK 15 X 20 CM 178,296.50

M.6.6.47 1 M2 PASANG LANTAI KERAMIK 30 x 30 CM 146,477.34

M.6.6.48 1 M2 PASANG LANTAI KERAMIK 30 x 30 CM ANTI SLIP 154,979.03

M.6.6.49 1 M2 PASANG LANTAI KERAMIK 10 x 33 CM 104,726.50

M.6.6.50 1 M2 PASANG LANTAI MOSAIK 30 X 30 CM, EX. LOKAL 112,407.92

M.6.6.51 1 M2 PASANG LANTAI MARMER 633,147.92

M.6.6.52 1 M2 PASANG LANTAI KARPET 100 % WOOL 23,162.50

M.6.6.53 1 M2 PASANG LANTAI KARPET 80 % WOOL, 20% NYLON 23,162.50

M.6.6.54 1 M2 PASANG UNDRLYER, TEBAL 6 MM 16,350.00

M.6.6.55 1 M2 PASANG LANTAI KARPET 23,162.50

M.6.6.56 1 M2 PASANG LANTAI PARQUET JATI 18,530.00

M.6.6.57 1 M2 PASANG GYMFLOOR 65,312.50

M.6.6.58 1 M2 PASANG DINDING PORSELIN 11 X 11 CM, PUTIH 106,957.50

M.6.6.59 1 M2 PASANG DINDING PORSELIN 11 X 11 CM, WARNA 106,957.50

M.6.6.60 1 M2 PASANG DINDING PORSELIN 15 X 15 CM, PUTIH 174,640.21

M.6.6.61 1 M2 PASANG DINDING PORSELIN 15 X 15 CM, WARNA 227,982.50

M.6.6.62 1 M2 PASANG DINDING PORSELIN 10 X 20 CM, WARNA 226,982.50

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M.6.6.63 1 M2 PASANG DINDING PORSELIN 20 X 20 CM, WARNA 222,140.00

M.6.6.64 1 M2 PASANG DINDING KERAMIK ARTISTIK 10 X 20 CM 201,982.50

M.6.6.65 1 M2 PASANG DINDING KERAMIK ARTISTIK 5 X 20 CM 151,982.50

M.6.6.66 1 M2 PASANG DINDING KERAMIK 10 X 20 CM 153,371.39

M.6.6.67 1 M2 PASANG DINDING KERAMIK 15 x 15 CM 140,232.50

M.6.6.68 1 M2 PASANG DINDING KERAMIK 20 x 20 CM 129,806.57

M.6.6.69 1 M2 PASANG DINDING KERAMIK 10 x 20 CM 128,183.89

M.6.6.70 1 M2 PASANG DINDING MARMER 180,490.75

M.6.6.71 1 M2 PASANG DINDING BATA PELAPIS 7 X 3 X 24 CM 109,232.42

M.6.6.72 1 M2 PASANG DINDING BATA KLINKER 5 X 5 X 24 CM 148,590.75

M.6.6.73 1 M2 PASANG DINDING BATU PAROS 90,856.25

M.6.6.74 1 M2 PASANG DINDING BATU TEMPEL HITAM 88,506.25

M.6.6.75 1 M2 PASANG LANTAI VINYL KARET 30 X 30 CM KL I 20,437.50

M.6.6.76 1 M2 PASANG LANTAI VINYL KARET 30 X 30 CM KL II 20,437.50

M.6.6.77 1 M2 PASANG LANTAI VINYL ASBES 30 X 30 CM 20,437.50

M.6.6.78 1 M2 PASANG LANTAI VINYL MOTIF KEMBANG 30 X 30 CM 20,437.50

M.6.6.79 1 M2 PASANG WALL COVERING LEBAR 50 CM 55,062.50

M.6.6.80 1 M2 FLOOR HARDENER FERROVAX 16,350.00

M.6.6.81 1 M2 FLOOR HARDENER MASTERCRON 16,350.00

M.6.6.82 1 M2 PLINT KAYU 2 X 10 CM 34,150.00

N. PEKERJAAN CAT - CATAN

N. 6.6.1 1 M2 MENGIKIS/MENGEROK PERMUKAAN CAT TEMBOK LAMA 14,250.00

N. 6.6.2 1 M2 MENCUCI BIDANG PERMUKAAN TEMBOK YANG PERNAH DICAT 14,775.00

N. 6.6.3 1 M2 MENGEROK KARAT CAT LAMA PERMUKAAN BAJA DENGAN CARA MANUAL 14,775.00

N. 6.6.4 1 M2 MENYABUN PERMUKAAN TEMBOK LAMA 14,775.00

N. 6.6.5 1 M2 MENGEROK KARAT ATAU CAT LAMA PERMUKAAN BAJA DENGAN PANCAR 792,197.11

N. 6.6.6 1 M2 MENDEMPUL DAN MENGGOSOK KAYU 7,622.08

N. 6.6.7 1 M2 PENGECATAN BIDANG KAYU LAMA 22,329.17

N. 6.6.8 1 M2 PENGECATAN BIDANG KAYU BARU ( 1 LAPIS PLAMIR ), 1 LAPIS CAT DASAR, 24,539.17

N. 6.6.9 1 M2 PENGECATAN BIDANG KAYU BARU ( 1 LAPIS PLAMIR ) 35,016.67

N. 6.6.10 1 M2 PELABURAN BIDANG KAYU DENGAN TEAK OIL 24,950.50

N. 6.6.11 1 M2 PELABURAN BIDANG KAYU DENGAN POLITUR 29,912.00

N. 6.6.12 1 M2 PELABURAN BIDANG KAYU DENGAN CAT RESIDU DAN TER 6,610.00

Page 38: Analisa Cika'11

NO URAIAN PEKERJAAN JUMLAH HARGA (Rp)

N. 6.6.13 1 M2 PELABURAN BIDANG KAYU DENGAN VERNIS 24,333.33

N. 6.6.14 1 M2 PENGECATAN TEMBOK BARU ( 1 lapis plamir, 11,266.00

N. 6.6.15 1 M2 PENGECATAN TEMBOK LAMA 7,631.30

N. 6.6.16 1 M2 MELABUR TEMBOK DENGAN KALKARIUM 4,982.50

N. 6.6.17 1 M2 MELABUR TEMBOK DENGAN KAPUR SIRIH 15,027.50

N. 6.6.18 1 M2 MELABUR TEMBOK LAMA DENGAN KAPUR SIRIH ( UNTUK PEMELILHARAAN ) 10,375.00

N. 6.6.19 1 M2 PEMASANGAN WALL PAPER 17,437.50

N. 6.6.20 1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI 19,480.00

N. 6.6.21 1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI DAN PERANCAH 38,480.00

N. 6.6.22 1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL 7,600.00

N. 6.6.23 1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL 5,880.00

N. 6.6.24 1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL 121,000.00

N. 6.6.25 1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA SEMPROT 101,000.00

Page 39: Analisa Cika'11

834,025.00 1

818,725.00 1

788,025.00 1

100,150.00 1

820,725.00 1

907,625.00 1

958,725.00 1

874,225.00 1

1,008,425.00 1

1,090,325.00 1

1,093,125.00 1

971,425.00 1

1,067,425.00 1

1,033,425.00 1

1,107,225.00 1

1,132,125.00 1

1,323,625.00 1

1,132,125.00 1

5,225.00 1

5,612.50 1

32,925.00 1

32,925.00 1

32,925.00 1

5,350.00 1

11,750.00 1

13,587.50 1

11,385.00 1

48,442.00 1

130,900.00 1

121,650.00 1

216,762.50 1

1

Page 40: Analisa Cika'11

1

0

224,462.50 1

255,862.50 1

447,222.50 1

213,262.50 1

1,431,650.00 1

1,403,000.00 1

84,830.00 1

3,337,925.00 1

4,137,091.67 1

6,786,575.00 1

5,246,625.00 1

4,801,975.00 1

4,614,875.00 1

4,892,333.33 1

62,570.83 1

73,601.67 1

1

14,700.00 1

77,200.00 1

13,500.00 1

56,970.00 1

74,470.00 1

45,186.14 1

11,416.25 1

29,686.67 1

29,820.00 1

29,670.00 1

33,120.00 1

23,920.00 1

25,530.00 1

25,430.00 1

27,040.00 1

33,710.00 1

1

Page 41: Analisa Cika'11

1

0

23,820.00 1

24,050.00 1

25,890.00 1

26,580.00 1

28,420.00 1

134,645.00 1

134,645.00 1

134,645.00 1

134,645.00 1

134,645.00 1

134,645.00 1

137,275.00 1

137,275.00 1

58,467.50 1

79,292.50 1

81,325.00 1

122,221.67 1

90,805.83 1

40,633.33 1

27,129.17 1

56,946.67 1

39,580.83 1

79,500.00 1

62,293.33 1

77,986.67 1

485,225.00 1

1

39,765.00 1

39,765.00 1

89,925.00 1

89,925.00 1

22,112.50 1

12,462.50 1

1

Page 42: Analisa Cika'11

1

0

12,462.50 1

32,375.00 1

57,425.00 1

29,215.63 1

42,575.00 1

48,323.00 1

57,650.00 1

199,405.83 1

86,605.83 1

175,405.83 1

41,442.50 1

47,562.50 1

18,335.83 1

145,210.00 1

122,147.50 1

100,110.00 1

114,972.50 1

35,610.00 1

1

1,940,075.00 1

427,170.83 1

305,270.83 1

2,575,737.50 1

2,621,987.50 1

377,087.50 1

525,550.00 1

1,796,945.00 1

80,250.00 1

17,881,412.50 1

1,119,000.00 1

10,891.15 1

13,785.10 1

35,623.20 1

0

Page 43: Analisa Cika'11

1

0

71,464.85 1

374,601.00 1

301,492.50 1

475,165.80 1

92,725.00 1

160,852.50 1

92,725.00 1

151,890.00 1

298,496.50 1

427,287.50 1

36,860.83 1

14,837.92 1

16,872.29 1

26,075.42 1

46,716.25 1

26,075.42 1

74,900.00 1

73,672.92 1

255,012.50 1

409,625.00 1

33,775.00 1

43,675.00 1

1

5,819.17 1

4,192.50 1

139,518.75 1

149,660.00 1

159,450.00 1

4,192.50 1

66,700.00 1

171,015.00 1

139,515.00 1

46,506.25 1

1

Page 44: Analisa Cika'11

1

0

46,506.25 1

516,645.00 1

54,254.13 1

45,239.17 1

26,264.17 1

142,429.17 1

387,051.67 1

122,625.83 1

169,219.17 1

161,527.08 1

167,459.17 1

1

50,025.00 1

5,175.00 1

35,837.50 1

28,040.00 1

40,034.03 1

23,754.17 1

17,350.00 1

12,506.25 1

24,506.25 1

41,687.50 1

16,675.00 1

41,687.50 1

8,337.50 1

50,025.00 1

45,843.75 1

105,676.25 1

125,036.25 1

153,451.25 1

162,293.75 1

137,906.25 1

137,906.25 1

1

Page 45: Analisa Cika'11

1

0

165,755.00 1

12,506.25 1

452,506.25 1

1

92,220.63 1

84,955.63 1

87,220.63 1

92,259.88 1

80,019.88 1

89,489.88 1

105,673.75 1

118,175.42 1

149,202.92 1

153,707.50 1

43,952.92 1

45,172.03 1

49,126.17 1

76,805.42 1

90,365.63 1

17,793.00 1

12,778.56 1

13,660.52 1

15,414.58 1

13,330.32 1

16,125.85 1

19,592.58 1

26,654.58 1

28,017.08 1

70,822.83 1

60,832.83 1

60,832.83 1

60,832.83 1

59,190.11 1

1

Page 46: Analisa Cika'11

1

0

60,832.83 1

56,812.50 1

56,812.50 1

38,637.50 1

164,726.50 1

184,643.17 1

164,726.50 1

22,282.83 1

20,229.50 1

17,767.42 1

103,448.25 1

10,900.00 1

139,622.50 1

142,126.50 1

169,726.50 1

148,726.50 1

178,296.50 1

146,477.34 1

154,979.03 1

104,726.50 1

112,407.92 1

633,147.92 1

23,162.50 1

23,162.50 1

16,350.00 1

23,162.50 1

18,530.00 1

65,312.50 1

106,957.50 1

106,957.50 1

174,640.21 1

227,982.50 1

226,982.50 1

1

Page 47: Analisa Cika'11

1

0

222,140.00 1

201,982.50 1

151,982.50 1

153,371.39 1

140,232.50 1

129,806.57 1

128,183.89 1

180,490.75 1

109,232.42 1

148,590.75 1

90,856.25 1

88,506.25 1

20,437.50 1

20,437.50 1

20,437.50 1

20,437.50 1

55,062.50 1

16,350.00 1

16,350.00 1

34,150.00 1

1

14,250.00 1

14,775.00 1

14,775.00 1

14,775.00 1

792,197.11 1

7,622.08 1

22,329.17 1

24,539.17 1

35,016.67 1

24,950.50 1

29,912.00 1

6,610.00 1

1

Page 48: Analisa Cika'11

1

0

24,333.33 1

11,266.00 1

7,631.30 1

4,982.50 1

15,027.50 1

10,375.00 1

17,437.50 1

19,480.00 1

38,480.00 1

7,600.00 1

5,880.00 1

121,000.00 1

101,000.00 11

Page 49: Analisa Cika'11

G. PEKERJAAN BETON

G.6.6.1 1 M3 BETON TUMBUK 1 pc ; 3 ps ; 5 kr

218.0000 kg semen portland @ 1,300.00 283,400.00

0.5200 m3 pasir beton @ 250,000.00 130,000.00

0.8700 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 304,500.00

1.6500 oh pekerja @ 55,000.00 90,750.00

0.2500 oh tukang batu @ 70,000.00 17,500.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0800 oh mandor @ 75,000.00 6,000.00

717,900.00 116,125.00 834,025.00

G.6.6.2 1 M3 BETON TUMBUK 1 pc ; 3 ps ; 6 kr

197.0000 kg semen portland @ 1,300.00 256,100.00

0.4700 m3 pasir beton @ 250,000.00 117,500.00

0.9400 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 329,000.00

1.6500 oh pekerja @ 55,000.00 90,750.00

0.2500 oh tukang batu @ 70,000.00 17,500.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0800 oh mandor @ 75,000.00 6,000.00

702,600.00 116,125.00 818,725.00

G.6.6.3 1 M3 BETON TUMBUK 1 pc ; 4 ps ; 6 kr

173.0000 kg semen portland @ 1,300.00 224,900.00

0.5700 m3 pasir beton @ 250,000.00 142,500.00

0.8700 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 304,500.00

1.6500 oh pekerja @ 55,000.00 90,750.00

0.2500 oh tukang batu @ 70,000.00 17,500.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0800 oh mandor @ 75,000.00 6,000.00

671,900.00 116,125.00 788,025.00

G.6.6.4 1 M3 MEMBUAT LANTAI KERJA BETON TUMBUK 1 pc ; 3 ps ; 5 kr

10.0000 kg semen portland @ 1,300.00 13,000.00

0.0260 m3 pasir beton @ 250,000.00 6,500.00

0.0440 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 15,400.00

1.1500 oh pekerja @ 55,000.00 63,250.00

0.0200 oh tukang batu @ 70,000.00 1,400.00

0.0020 oh kepala tukang @ 75,000.00 150.00

0.0060 oh mandor @ 75,000.00 450.00

34,900.00 65,250.00 100,150.00

Page 50: Analisa Cika'11

G.6.6.5. 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 3 kr) Ex. Krayan

232.00 kg semen portland @ 1,300.00 301,600.00

0.52 m3 pasir beton @ 250,000.00 130,000.00

0.78 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 273,000.00

1.65 oh pekerja @ 55,000.00 90,750.00

0.25 oh tukang batu @ 70,000.00 17,500.00

0.03 oh kepala tukang @ 75,000.00 1,875.00

0.08 oh mandor @ 75,000.00 6,000.00

JUMLAH 704,600.00 116,125.00 820,725.00

G.6.6.5..a 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 3 kr) Ex. Palu

232.00 kg semen portland @ 1,300.00 301,600.00

0.52 m3 pasir beton @ 250,000.00 130,000.00

0.78 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex.palu @ 415,000.00 323,700.00

1.65 oh pekerja @ 55,000.00 90,750.00

0.25 oh tukang batu @ 70,000.00 17,500.00

0.03 oh kepala tukang @ 75,000.00 1,875.00

0.08 oh mandor @ 75,000.00 6,000.00

JUMLAH 755,300.00 116,125.00 871,425.00

G.6.6.5.b 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 3 kr) Ex. Sepaku

232.00 kg semen portland @ 1,300.00 301,600.00

0.52 m3 pasir beton @ 250,000.00 130,000.00

0.78 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Sepaku @ 437,500.00 341,250.00

1.65 oh pekerja @ 55,000.00 90,750.00

0.25 oh tukang batu @ 70,000.00 17,500.00

0.03 oh kepala tukang @ 75,000.00 1,875.00

0.08 oh mandor @ 75,000.00 6,000.00

JUMLAH 772,850.00 116,125.00 888,975.00

G.6.6.6 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 4 kr)

280.0000 kg semen portland @ 1,300.00 364,000.00

0.4500 m3 pasir beton @ 250,000.00 112,500.00

0.9000 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 315,000.00

1.6500 oh pekerja @ 55,000.00 90,750.00

0.2500 oh tukang batu @ 70,000.00 17,500.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0800 oh mandor @ 75,000.00 6,000.00

JUMLAH 791,500.00 116,125.00 907,625.00

G.6.6.7 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;2,5 kr)

352.0000 kg semen portland @ 1,300.00 457,600.00

0.5600 m3 pasir beton @ 250,000.00 140,000.00

0.7000 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 245,000.00

1.6500 oh pekerja @ 55,000.00 90,750.00

0.2500 oh tukang batu @ 70,000.00 17,500.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0800 oh mandor @ 75,000.00 6,000.00

JUMLAH 842,600.00 116,125.00 958,725.00

G.6.6.8 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ; 3 kr)

357.0000 kg semen portland @ 1,300.00 464,100.00

Page 51: Analisa Cika'11

0.4200 m3 pasir beton @ 250,000.00 105,000.00

0.5400 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 189,000.00

1.6500 oh pekerja @ 55,000.00 90,750.00

0.2500 oh tukang batu @ 70,000.00 17,500.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0800 oh mandor @ 75,000.00 6,000.00

JUMLAH 758,100.00 116,125.00 874,225.00

G.6.6.9 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ;2,5 kr)

386.0000 kg semen portland @ 1,300.00 501,800.00

0.4700 m3 pasir beton @ 250,000.00 117,500.00

0.7800 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 273,000.00

1.6500 oh pekerja @ 55,000.00 90,750.00

0.2500 oh tukang batu @ 70,000.00 17,500.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0800 oh mandor @ 75,000.00 6,000.00

JUMLAH 892,300.00 116,125.00 1,008,425.00

Page 52: Analisa Cika'11

G.6.6.10 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1 ps ; 2 kr)

479.0000 kg semen portland @ 1,300.00 622,700.00

0.3700 m3 pasir beton @ 250,000.00 92,500.00

0.7400 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 259,000.00

1.6500 oh pekerja @ 55,000.00 90,750.00

0.2500 oh tukang batu @ 70,000.00 17,500.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0800 oh mandor @ 75,000.00 6,000.00

JUMLAH 974,200.00 116,125.00 1,090,325.00

G.6.6.11 1M3 MEMBUAT TIANG PANCANG PRESTRESSED BETON

440.0000 kg semen portland @ 1,300.00 572,000.00

0.5000 m3 pasir beton @ 250,000.00 125,000.00

0.8000 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 280,000.00

2.4600 galon Rapidrant @ 26,000.00 -

1.6500 oh pekerja @ 55,000.00 90,750.00

0.2500 oh tukang batu @ 70,000.00 17,500.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0800 oh mandor @ 75,000.00 6,000.00

JUMLAH 977,000.00 116,125.00 1,093,125.00

G.6.6.12 1M3 MEMBUAT BETON DENGAN PUZZDITH - 100 XR

336.0000 kg semen portland @ 1,300.00 436,800.00

0.5400 m3 pasir beton @ 250,000.00 135,000.00

0.8100 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 283,500.00

1.0000 ltr puzzdith - 100 XR @ -

1.6500 oh pekerja @ 55,000.00 90,750.00

0.2500 oh tukang batu @ 70,000.00 17,500.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0800 oh mandor @ 75,000.00 6,000.00

JUMLAH 855,300.00 116,125.00 971,425.00

G.6.6.13 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;3 kr) Ex. Krayan

336.0000 kg semen portland @ 1,300.00 436,800.00

0.5400 m3 pasir beton @ 250,000.00 135,000.00

0.8100 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 283,500.00

2.0000 oh pekerja @ 55,000.00 110,000.00

0.3500 oh tukang batu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

1.0000 oh mandor @ 75,000.00 75,000.00

JUMLAH 855,300.00 212,125.00 1,067,425.00

G.6.6.13.a 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;3 kr) Ex. Palu

336.0000 kg semen portland @ 1,300.00 436,800.00

0.5400 m3 pasir beton @ 250,000.00 135,000.00

0.8100 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex.palu @ 415,000.00 336,150.00

2.0000 oh pekerja @ 55,000.00 110,000.00

0.3500 oh tukang batu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

1.0000 oh mandor @ 75,000.00 75,000.00

JUMLAH 907,950.00 212,125.00 1,120,075.00

Page 53: Analisa Cika'11

G.6.6.13.b 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ;3 kr) Ex. Sepaku

336.0000 kg semen portland @ 1,300.00 436,800.00

0.5400 m3 pasir beton @ 250,000.00 135,000.00

0.8100 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Sepaku @ 437,500.00 354,375.00

2.0000 oh pekerja @ 55,000.00 110,000.00

0.3500 oh tukang batu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

1.0000 oh mandor @ 75,000.00 75,000.00

JUMLAH 926,175.00 212,125.00 1,138,300.00

G.6.6.14 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 2 ps ; 4 kr)

291.0000 kg semen portland @ 1,300.00 378,300.00

0.4700 m3 pasir beton @ 250,000.00 117,500.00

0.9300 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 325,500.00

2.0000 oh pekerja @ 55,000.00 110,000.00

0.3500 oh tukang batu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

1.0000 oh mandor @ 75,000.00 75,000.00

JUMLAH 821,300.00 212,125.00 1,033,425.00

Page 54: Analisa Cika'11

G.6.6.15 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ;3kr)

367.0000 kg semen portland @ 1,300.00 477,100.00

0.4400 m3 pasir beton @ 250,000.00 110,000.00

0.8800 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 308,000.00

2.0000 oh pekerja @ 55,000.00 110,000.00

0.3500 oh tukang batu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

1.0000 oh mandor @ 75,000.00 75,000.00

JUMLAH 895,100.00 212,125.00 1,107,225.00

G.6.6.16 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1,5 ps ; 2,5 kr)

400.0000 kg semen portland @ 1,300.00 520,000.00

0.4800 m3 pasir beton @ 250,000.00 120,000.00

0.8000 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 280,000.00

2.0000 oh pekerja @ 55,000.00 110,000.00

0.3500 oh tukang batu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

1.0000 oh mandor @ 75,000.00 75,000.00

JUMLAH 920,000.00 212,125.00 1,132,125.00

G.6.6.17 1 M3 MEMBUAT BETON BERTULANG (1 pc ; 1 ps ;1kr)

615.0000 kg semen portland @ 1,300.00 799,500.00

0.5200 m3 pasir beton @ 250,000.00 130,000.00

0.5200 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 182,000.00

2.0000 oh pekerja @ 55,000.00 110,000.00

0.3500 oh tukang batu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

1.0000 oh mandor @ 75,000.00 75,000.00

JUMLAH 1,111,500.00 212,125.00 1,323,625.00

G.6.6.18 1M3 MEMBUAT BETON KEDAP AIR DENGAN STROROX - 100

400.0000 kg semen portland @ 1,300.00 520,000.00

0.4800 m3 pasir beton @ 250,000.00 120,000.00

0.8000 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 280,000.00

1.2000 Kg Strorox - 100 @ -

2.0000 oh pekerja @ 55,000.00 110,000.00

0.3500 oh tukang batu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

1.0000 oh mandor 75,000.00 75,000.00

JUMLAH 920,000.00 212,125.00 1,132,125.00

G.6.6.19 1M' MEMASANG PVC WATERSTOP LEBAR 150 MM

1.0500 m' waterstop lebar 150 mm @ -

0.0500 oh pekerja @ 55,000.00 2,750.00

0.0300 oh tukang batu @ 70,000.00 2,100.00

0.0030 oh kepala tukang @ 75,000.00 225.00

0.0020 oh mandor @ 75,000.00 150.00

JUMLAH - 5,225.00 5,225.00

Page 55: Analisa Cika'11

G.6.6.20 1M' MEMASANG PVC WATERSTOP LEBAR 200 MM

1.0500 m' waterstop lebar 200 mm @ -

0.0500 oh pekerja @ 55,000.00 2,750.00

0.0350 oh tukang batu @ 70,000.00 2,450.00

0.0035 oh kepala tukang @ 75,000.00 262.50

0.0020 oh mandor @ 75,000.00 150.00

JUMLAH - 5,612.50 5,612.50

G.6.6.21 1M' MEMASANG PVC WATERSTOP LEBAR 230 MM

1.0500 m' waterstop lebar 230 mm @ - -

0.5500 oh pekerja @ 55,000.00 30,250.00

0.0350 oh tukang batu @ 70,000.00 2,450.00

0.0030 oh mandor @ 75,000.00 225.00

JUMLAH - 32,925.00 32,925.00

G.6.6.22 1M' MEMASANG PVC WATERSTOP LEBAR 250 MM

1.0500 m' waterstop lebar 250 mm @ - -

0.5500 oh pekerja @ 55,000.00 30,250.00

0.0350 oh tukang batu @ 70,000.00 2,450.00

0.0030 oh mandor @ 75,000.00 225.00

JUMLAH - 32,925.00 32,925.00

G.6.6.23 1M' MEMASANG PVC WATERSTOP LEBAR 300 MM

1.0500 m' waterstop lebar 300 mm @ -

0.5500 oh pekerja @ 55,000.00 30,250.00

0.0350 oh tukang batu @ 70,000.00 2,450.00

0.0030 oh mandor @ 75,000.00 225.00

JUMLAH - 32,925.00 32,925.00

G.6.6.24 1M' MEMASANG PVC WATERSTOP LEBAR 320 MM

1.0500 m' waterstop lebar 320 mm @ -

0.0500 oh pekerja @ 55,000.00 2,750.00

0.0350 oh tukang batu @ 70,000.00 2,450.00

0.0020 oh mandor @ 75,000.00 150.00

JUMLAH - 5,350.00 5,350.00

G.6.6.25 1 KG PEMBESIAN DG BESI POLOS

1.0500 Kg Besi beton @ 10,000.00 10,500.00

0.0150 Kg Kawat beton @ 20,000.00 300.00

0.0070 OH pekerja @ 55,000.00 385.00

0.0070 OH tukang besi @ 70,000.00 490.00

0.0007 OH kepala tukang @ 75,000.00 52.50

0.0003 OH mandor @ 75,000.00 22.50

@ JUMLAH 10,800.00 950.00 11,750.00

G.6.6.25 1 KG PEMBESIAN DG BESI ULIR

1.0500 Kg Besi beton @ 11,750.00 12,337.50

0.0150 Kg Kawat beton @ 20,000.00 300.00

0.0070 OH pekerja @ 55,000.00 385.00

0.0070 OH tukang besi @ 70,000.00 490.00

0.0007 OH kepala tukang @ 75,000.00 52.50

0.0003 OH mandor @ 75,000.00 22.50

@ JUMLAH 12,637.50 950.00 13,587.50

Page 56: Analisa Cika'11
Page 57: Analisa Cika'11

G.6.6.26 1 KG KABEL PRESSTRESSED POLOS/STRANDS

1.0500 Kg besi presstressed polos @ 10,000.00 10,500.00

0.0100 Kg Kawat beton @ 20,000.00 200.00

0.0050 OH pekerja @ 55,000.00 275.00

0.0050 OH tukang besi @ 70,000.00 350.00

0.0005 OH kepala tukang @ 75,000.00 37.50

0.0003 OH mandor @ 75,000.00 22.50

JUMLAH 10,700.00 685.00 11,385.00

G.6.6.27 1 KG JARING KAWAT BAJA

1.0200 Kg Besi jaring kawat baja @ 28,350.00 28,917.00

0.8050 Kg Kawat beton @ 20,000.00 16,100.00

0.0250 OH pekerja @ 55,000.00 1,375.00

0.0250 OH tukang besi @ 70,000.00 1,750.00

0.0025 OH kepala tukang @ 75,000.00 187.50

0.0015 OH mandor @ 75,000.00 112.50

JUMLAH 45,017.00 3,425.00 48,442.00

G.6.6.28 1M2 PASANG BEKISTING UNTUK PONDASI

0.0400 M3 kayu terentang @ 2,200,000.00 88,000.00

0.3000 Kg paku biasa 2' - 5' @ 15,583.33 4,675.00

0.1000 lt minyak bekisting @ 12,000.00 1,200.00

0.3000 OH pekerja @ 55,000.00 16,500.00

0.2600 OH tukang besi @ 70,000.00 18,200.00

0.0260 OH kepala tukang @ 75,000.00 1,950.00

0.0050 OH mandor @ 75,000.00 375.00

JUMLAH 93,875.00 37,025.00 130,900.00

G. 6.6.29 1 M2 PASANG BEKISTING UNTUK SLOOF ( 2 x pakai )

0.0450 m3 papan kayu kelas 2 @ 1,750,000.00 78,750.00

0.3000 kg paku biasa 2' - 5' @ 15,583.33 4,675.00

0.1000 lt minyak bekisting @ 12,000.00 1,200.00

0.3000 OH pekerja @ 55,000.00 16,500.00

0.2600 OH tukang kayu @ 70,000.00 18,200.00

0.0260 OH kepala tukang @ 75,000.00 1,950.00

0.0050 OH mandor @ 75,000.00 375.00

JUMLAH 84,625.00 37,025.00 121,650.00

G. 6.6.30 1 M2 PASANG BEKISTING UNTUK KOLOM ( 2 x pakai )

0.0400 m3 papan kayu kelas 2 @ 1,750,000.00 70,000.00

0.4000 kg paku biasa 2' - 5' @ 15,583.33 6,233.33

0.2000 lt minyak bekisting @ 12,000.00 2,400.00

0.0150 m3 balok kayu meranti @ 2,200,000.00 33,000.00

0.3500 lbr plywood tebal 9 mm @ 124,583.33 43,604.17

2.0000 btg dolken kayu galam dia 8 - 10/4 @ 9,500.00 19,000.00

0.3000 oh pekerja @ 55,000.00 16,500.00

0.3300 oh tukang kayu @ 70,000.00 23,100.00

0.0330 oh kepala tukang @ 75,000.00 2,475.00

0.0060 oh mandor @ 75,000.00 450.00

JUMLAH 174,237.50 42,525.00 216,762.50

Page 58: Analisa Cika'11

G. 6.6.31 1 M2 PASANG BEKISTING UNTUK BALOK ( 2 x pakai )

0.0400 m3 papan kayu kelas 2 @ 1,750,000.00 70,000.00

0.4000 kg paku biasa 2' - 5' @ 15,583.33 6,233.33

0.2000 lt minyak bekisting @ 12,000.00 2,400.00

0.0180 m3 balok kayu meranti @ 2,200,000.00 39,600.00

0.3500 lbr plywood tebal 9 mm @ 124,583.33 43,604.17

2.0000 btg dolken kayu galam dia 8 - 10/4 @ 9,500.00 19,000.00

0.3200 oh pekerja @ 55,000.00 17,600.00

0.3300 oh tukang kayu @ 70,000.00 23,100.00

0.0330 oh kepala tukang @ 75,000.00 2,475.00

0.0060 oh mandor @ 75,000.00 450.00

118,233.33 106,229.17 224,462.50

G. 6.6.32 1 M2 PASANG BEKISTING UNTUK LANTAI ( 2 x pakai )

0.0400 m3 papan kayu kelas 2 @ 1,750,000.00 70,000.00

0.4000 kg paku biasa 2' - 5' @ 15,583.33 6,233.33

0.2000 lt minyak bekisting @ 12,000.00 2,400.00

0.0150 m3 balok kayu meranti @ 2,200,000.00 33,000.00

0.3500 lbr plywood tebal 9 mm @ 124,583.33 43,604.17

6.0000 btg dolken kayu galam dia 8 - 10/4 @ 9,500.00 57,000.00

0.3200 oh pekerja @ 55,000.00 17,600.00

0.3300 oh tukang kayu @ 70,000.00 23,100.00

0.0330 oh kepala tukang @ 75,000.00 2,475.00

0.0060 oh mandor @ 75,000.00 450.00

JUMLAH 111,633.33 144,229.17 255,862.50

G. 6.6.33 1 M2 PASANG BEKISTING UNTUK DINDING ( 2 x pakai )

0.0300 m3 papan kayu kelas 2 @ 1,750,000.00 52,500.00

0.4000 kg paku biasa 2' - 5' @ 15,583.33 6,233.33

0.2000 lt minyak bekisting @ 12,000.00 2,400.00

0.0200 m3 balok kayu meranti @ 2,200,000.00 44,000.00

0.3500 lbr plywood tebal 9 mm @ 124,583.33 43,604.17

3.0000 btg dolken kayu galam dia 8 - 10/4 @ 9,500.00 28,500.00

4.0000 bh formtie/penjaga jarak/spacer @ 55,000.00 220,000.00

0.3200 oh pekerja @ 70,000.00 22,400.00

0.3300 oh tukang kayu @ 75,000.00 24,750.00

0.0330 oh kepala tukang @ 75,000.00 2,475.00

0.0060 oh mandor @ 60,000.00 360.00

JUMLAH 397,237.50 49,985.00 447,222.50

Page 59: Analisa Cika'11

G. 6.6.34 1 M2 PASANG BEKISTING UNTUK TANGGA

0.0300 m3 kayu terentang @ 2,200,000.00 66,000.00

0.4000 kg paku biasa 2' - 5' @ 15,583.33 6,233.33

0.1500 lt minyak bekisting @ 12,000.00 1,800.00

0.0150 m3 balok kayu meranti @ 2,200,000.00 33,000.00

0.3500 lbr plywood tebal 9 mm @ 124,583.33 43,604.17

2.0000 btg dolken kayu galam dia 8 - 10/4 @ 9,500.00 19,000.00

0.3200 oh pekerja @ 55,000.00 17,600.00

0.3300 oh tukang kayu @ 70,000.00 23,100.00

0.0330 oh kepala tukang @ 75,000.00 2,475.00

0.0060 oh mandor @ 75,000.00 450.00

JUMLAH 169,637.50 43,625.00 213,262.50

G. 6.6.35 1M3 MEMBUAT BETON DENGAN MUTU K 225

388.0000 kg Semen portland @ 1,300.00 504,400.00

0.6500 m3 Pasir beton @ 415,000.00 269,750.00

0.6500 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 227,500.00

6.0000 oh pekerja @ 55,000.00 330,000.00

1.0000 oh tukang kayu @ 70,000.00 70,000.00

0.1000 oh kepala tukang @ 75,000.00 7,500.00

0.3000 oh mandor @ 75,000.00 22,500.00

JUMLAH 1,001,650.00 430,000.00 1,431,650.00

G. 6.6.36 1M3 MEMBUAT BETON DENGAN MUTU K 275

400.0000 kg Semen portland @ 1,300.00 520,000.00

0.4000 m3 Pasir beton @ 415,000.00 166,000.00

0.8200 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 287,000.00

6.0000 oh pekerja @ 55,000.00 330,000.00

1.0000 oh tukang kayu @ 70,000.00 70,000.00

0.1000 oh kepala tukang @ 75,000.00 7,500.00

0.3000 oh mandor @ 75,000.00 22,500.00

JUMLAH 973,000.00 430,000.00 1,403,000.00

G. 6.6.37 1 M2 PASANG JEMBATAN COR

0.0264 m3 kayu terentang @ 2,200,000.00 58,080.00

0.6000 kg paku biasa 2' - 5' @ 15,583.33 9,350.00

0.5000 btg dolken kayu galam dia 8 - 10/4 @ 9,500.00 4,750.00

0.1500 oh pekerja @ 55,000.00 8,250.00

0.0500 oh tukang kayu @ 70,000.00 3,500.00

0.0050 oh kepala tukang @ 75,000.00 375.00

0.0070 oh mandor @ 75,000.00 525.00

JUMLAH 72,180.00 12,650.00 84,830.00

Page 60: Analisa Cika'11

G. 6.6.38 1M3 MEMBUAT PONDASI BETON BERTULANG (150KG BESI + BEKISTING)

0.2000 m3 kayu terentang @ 2,200,000.00 440,000.00

1.5000 kg paku biasa 2' - 5' @ 15,583.33 23,375.00

0.4000 lt minyak bekisting @ 12,000.00 4,800.00

150.0000 kg besi beton polos @ 10,000.00 1,500,000.00

2.2500 kg kawat beton @ 20,000.00 45,000.00

323.0000 kg Semen portland @ 1,300.00 419,900.00

0.5200 m3 Pasir beton @ 415,000.00 215,800.00

0.7800 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 273,000.00

3.9000 oh pekerja @ 55,000.00 214,500.00

0.3500 oh Tukang batu @ 70,000.00 24,500.00

1.0400 oh tukang kayu @ 70,000.00 72,800.00

1.0500 oh Tukang Besi @ 70,000.00 73,500.00

0.2450 oh kepala tukang @ 75,000.00 18,375.00

0.1650 oh mandor @ 75,000.00 12,375.00

JUMLAH 2,921,875.00 416,050.00 3,337,925.00

G. 6.6.39 1M3 MEMBUAT SLOOF BETON BERTULANG (200KG BESI + BEKISTING)

0.2700 m3 kayu terentang @ 2,200,000.00 594,000.00

2.0000 kg paku biasa 2' - 5' @ 15,583.33 31,166.67

0.6000 lt minyak bekisting @ 12,000.00 7,200.00

200.0000 kg besi beton polos @ 10,000.00 2,000,000.00

3.0000 kg kawat beton @ 20,000.00 60,000.00

323.0000 kg Semen portland @ 1,300.00 419,900.00

0.5200 m3 Pasir beton @ 415,000.00 215,800.00

0.7800 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 273,000.00

4.8500 oh pekerja @ 55,000.00 266,750.00

0.3500 oh Tukang batu @ 70,000.00 24,500.00

1.5600 oh tukang kayu @ 70,000.00 109,200.00

1.4000 oh Tukang Besi @ 70,000.00 98,000.00

0.3310 oh kepala tukang @ 75,000.00 24,825.00

0.1700 oh mandor @ 75,000.00 12,750.00

JUMLAH 3,601,066.67 536,025.00 4,137,091.67

Page 61: Analisa Cika'11

G. 6.6.40 1M3 MEMBUAT KOLOM BETON BERTULANG (300KG BESI + BEKISTING)

0.4000 m3 kayu terentang @ 2,200,000.00 880,000.00

4.0000 kg paku biasa 2' - 5' @ 15,583.33 62,333.33

2.0000 lt minyak bekisting @ 12,000.00 24,000.00

300.0000 kg besi beton polos @ 10,000.00 3,000,000.00

4.5000 kg kawat beton @ 20,000.00 90,000.00

323.0000 kg Semen portland @ 1,300.00 419,900.00

0.5200 m3 Pasir beton @ 415,000.00 215,800.00

0.7800 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 273,000.00

0.1500 m3 Kayu meranti balok @ 2,200,000.00 330,000.00

3.5000 lbr Plywood 9 mm @ 124,583.33 436,041.67

20.0000 Btg dolken kayu galam dia 8 - 10/4 @ 9,500.00 190,000.00

7.3000 oh pekerja @ 55,000.00 401,500.00

0.3500 oh Tukang batu @ 70,000.00 24,500.00

3.3000 oh tukang kayu @ 70,000.00 231,000.00

2.1000 oh Tukang Besi @ 70,000.00 147,000.00

0.5700 oh kepala tukang @ 75,000.00 42,750.00

0.2500 oh mandor @ 75,000.00 18,750.00

JUMLAH 5,921,075.00 865,500.00 6,786,575.00

G. 6.6.41 1M3 MEMBUAT BALOK BETON BERTULANG (200KG BESI + BEKISTING)

0.3200 m3 kayu terentang @ 2,200,000.00 704,000.00

3.2000 kg paku biasa 2' - 5' @ 15,583.33 49,866.67

1.6000 lt minyak bekisting @ 12,000.00 19,200.00

200.0000 kg besi beton polos @ 10,000.00 2,000,000.00

3.0000 kg kawat beton @ 20,000.00 60,000.00

323.0000 kg Semen portland @ 1,300.00 419,900.00

0.5200 m3 Pasir beton @ 415,000.00 215,800.00

0.7800 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 273,000.00

0.1400 m3 Kayu meranti balok @ 2,200,000.00 308,000.00

2.8000 lbr Plywood 9 mm @ 124,583.33 348,833.33

16.0000 Btg dolken kayu galam dia 8 - 10/4 @ 9,500.00 152,000.00

5.9600 oh pekerja @ 55,000.00 327,800.00

0.3500 oh Tukang batu @ 70,000.00 24,500.00

2.8000 oh tukang kayu @ 70,000.00 196,000.00

1.4000 oh Tukang Besi @ 70,000.00 98,000.00

0.4550 oh kepala tukang @ 75,000.00 34,125.00

0.2080 oh mandor @ 75,000.00 15,600.00

JUMLAH 4,550,600.00 696,025.00 5,246,625.00

Page 62: Analisa Cika'11

G. 6.6.42 1M3 MEMBUAT BALOK BETON BERTULANG (150KG BESI + BEKISTING)

0.3200 m3 kayu terentang @ 2,200,000.00 704,000.00

3.2000 kg paku biasa 2' - 5' @ 15,583.33 49,866.67

1.6000 lt minyak bekisting @ 12,000.00 19,200.00

150.0000 kg besi beton polos @ 10,000.00 1,500,000.00

2.2500 kg kawat beton @ 20,000.00 45,000.00

323.0000 kg Semen portland @ 1,300.00 419,900.00

0.5200 m3 Pasir beton @ 415,000.00 215,800.00

0.7800 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 273,000.00

0.1200 m3 Kayu meranti balok @ 2,200,000.00 264,000.00

2.8000 lbr Plywood 9 mm @ 124,583.33 348,833.33

32.0000 Btg dolken kayu galam dia 8 - 10/4 @ 9,500.00 304,000.00

5.8000 oh pekerja @ 55,000.00 319,000.00

0.3500 oh Tukang batu @ 70,000.00 24,500.00

2.8000 oh tukang kayu @ 70,000.00 196,000.00

1.0500 oh Tukang Besi @ 70,000.00 73,500.00

0.4200 oh kepala tukang @ 75,000.00 31,500.00

0.1850 oh mandor @ 75,000.00 13,875.00

JUMLAH 4,143,600.00 658,375.00 4,801,975.00

G. 6.6.43 1M3 MEMBUAT DINDING BETON BERTULANG (150 KG BESI + BEKISTING)

0.2400 m3 kayu terentang @ 2,200,000.00 528,000.00

3.2000 kg paku biasa 2' - 5' @ 15,583.33 49,866.67

1.6000 lt minyak bekisting @ 12,000.00 19,200.00

150.0000 kg besi beton polos @ 10,000.00 1,500,000.00

2.2500 kg kawat beton @ 20,000.00 45,000.00

323.0000 kg Semen portland @ 1,300.00 419,900.00

0.5200 m3 Pasir beton @ 415,000.00 215,800.00

0.7800 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 273,000.00

0.1600 m3 Kayu meranti balok @ 2,200,000.00 352,000.00

2.8000 lbr Plywood 9 mm @ 124,583.33 348,833.33

24.0000 Btg dolken kayu galam dia 8 - 10/4 @ 9,500.00 228,000.00

5.6000 oh pekerja @ 55,000.00 308,000.00

0.3500 oh Tukang batu @ 70,000.00 24,500.00

2.6400 oh tukang kayu @ 70,000.00 184,800.00

1.0500 oh Tukang Besi @ 70,000.00 73,500.00

0.4000 oh kepala tukang @ 75,000.00 30,000.00

0.1930 oh mandor @ 75,000.00 14,475.00

JUMLAH 3,979,600.00 635,275.00 4,614,875.00

Page 63: Analisa Cika'11

G. 6.6.44 1M3 MEMBUAT TANGGA BETON BERTULANG (200KG BESI + BEKISTING)

0.2500 m3 kayu terentang @ 2,200,000.00 550,000.00

3.0000 kg paku biasa 2' - 5' @ 15,583.33 46,750.00

1.2000 lt minyak bekisting @ 12,000.00 14,400.00

200.0000 kg besi beton polos @ 10,000.00 2,000,000.00

3.0000 kg kawat beton @ 20,000.00 60,000.00

323.0000 kg Semen portland @ 1,300.00 419,900.00

0.5200 m3 Pasir beton @ 415,000.00 215,800.00

0.7800 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 273,000.00

0.1050 m3 Kayu meranti balok @ 2,200,000.00 231,000.00

2.5000 lbr Plywood 9 mm @ 124,583.33 311,458.33

14.0000 Btg dolken kayu galam dia 8 - 10/4 @ 9,500.00 133,000.00

5.6000 oh pekerja @ 55,000.00 308,000.00

0.3500 oh Tukang batu @ 70,000.00 24,500.00

2.3000 oh tukang kayu @ 70,000.00 161,000.00

1.4000 oh Tukang Besi @ 70,000.00 98,000.00

0.4050 oh kepala tukang @ 75,000.00 30,375.00

0.2020 oh mandor @ 75,000.00 15,150.00

JUMLAH 4,255,308.33 637,025.00 4,892,333.33

G. 6.6.45 1M3 MEMBUAT KOLOM PENGUAT BETON BERTULANG (11x11) CM

0.0020 m3 kayu terentang @ 2,200,000.00 4,400.00

0.0100 kg paku biasa 2' - 5' @ 15,583.33 155.83

3.0000 kg besi beton polos @ 10,000.00 30,000.00

0.4500 kg kawat beton @ 20,000.00 9,000.00

4.0000 kg Semen portland @ 1,300.00 5,200.00

0.0060 m3 Pasir beton @ 415,000.00 2,490.00

0.0090 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 3,150.00

0.0600 oh pekerja @ 55,000.00 3,300.00

0.0200 oh Tukang batu @ 70,000.00 1,400.00

0.0200 oh tukang kayu @ 70,000.00 1,400.00

0.0200 oh Tukang Besi @ 70,000.00 1,400.00

0.0060 oh kepala tukang @ 75,000.00 450.00

0.0030 oh mandor @ 75,000.00 225.00

JUMLAH 54,395.83 8,175.00 62,570.83

Page 64: Analisa Cika'11

G. 6.6.46 1M' MEMBUAT RING BALOK BETON BERTULANG (10X15) CM

0.0030 m3 Kayu meranti, balok @ 2,200,000.00 6,600.00

0.0200 kg paku biasa 2' - 5' @ 15,583.33 311.67

3.6000 kg besi beton polos @ 10,000.00 36,000.00

0.0500 kg kawat beton @ 20,000.00 1,000.00

5.5000 kg Semen portland @ 1,300.00 7,150.00

0.0090 m3 Pasir beton @ 415,000.00 3,735.00

0.0150 m3 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan @ 350,000.00 5,250.00

0.1000 oh pekerja @ 55,000.00 5,500.00

0.0330 oh Tukang batu @ 70,000.00 2,310.00

0.0330 oh tukang kayu @ 70,000.00 2,310.00

0.0330 oh Tukang Besi @ 70,000.00 2,310.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0050 oh mandor @ 75,000.00 375.00

JUMLAH 60,046.67 13,555.00 73,601.67

H. PEKERJAAN PENUTUP ATAP

H. 6.6.1 1M2 PASANG ATAP GENTENG PALENTONG KECIL

25.0000 bh genteng palentong @ -

0.1500 oh pekerja @ 55,000.00 8,250.00

0.0750 oh tukang kayu @ 70,000.00 5,250.00

0.0080 oh kepala tukang @ 75,000.00 600.00

0.0080 oh mandor @ 75,000.00 600.00

JUMLAH - 14,700.00 14,700.00

H. 6.6.2 1M2 PASANG ATAP GENTENG KODOK /GLAZZUR

25.0000 bh genteng kodok @ 2,500.00 62,500.00

0.1500 oh pekerja @ 55,000.00 8,250.00

0.0750 oh tukang kayu @ 70,000.00 5,250.00

0.0080 oh kepala tukang @ 75,000.00 600.00

0.0080 oh mandor @ 75,000.00 600.00

JUMLAH 62,500.00 14,700.00 77,200.00

H. 6.6.3 1M2 PASANG ATAP GENTENG PALENTONG SUPER / BESAR

12.0000 bh genteng palentong super @ - -

0.1500 oh pekerja @ 55,000.00 8,250.00

0.0600 oh tukang kayu @ 70,000.00 4,200.00

0.0060 oh kepala tukang @ 75,000.00 450.00

0.0080 oh mandor @ 75,000.00 600.00

JUMLAH - 13,500.00 13,500.00

H. 6.6.4 1M2 PASANG ATAP GENTENG BUBUNG PALENTONG

5.0000 bh genteng bubung palentong @ - -

8.0000 kg Semen Portland @ 1,300.00 10,400.00

0.0320 m3 Pasir pasang @ 278,750.00 8,920.00

0.4000 oh pekerja @ 55,000.00 22,000.00

0.2000 oh tukang kayu @ 70,000.00 14,000.00

0.0200 oh kepala tukang @ 75,000.00 1,500.00

0.0020 oh mandor @ 75,000.00 150.00

JUMLAH 19,320.00 37,650.00 56,970.00

Page 65: Analisa Cika'11

H. 6.6.5 1M' PASANG BUBUNG GENTENG KODOK

5.0000 bh genteng bubung kodok @ 3,500.00 17,500.00

8.0000 kg Semen Portland @ 1,300.00 10,400.00

0.0320 m3 Pasir pasang @ 278,750.00 8,920.00

0.4000 oh pekerja @ 55,000.00 22,000.00

0.2000 oh tukang kayu @ 70,000.00 14,000.00

0.0200 oh kepala tukang @ 75,000.00 1,500.00

0.0020 oh mandor @ 75,000.00 150.00

JUMLAH 36,820.00 37,650.00 74,470.00

H. 6.6.6 1M2 PASANG BUBUNG GENTENG PALENTONG BESAR

4.0000 bh genteng bubung palentong @ - -

8.0000 kg Semen Portland @ 1,300.00 10,400.00

0.0320 m3 Pasir pasang @ 278,750.00 8,920.00

0.4000 oh pekerja @ 55,000.00 22,000.00

0.2000 oh tukang kayu @ 70,000.00 14,000.00

0.0200 oh kepala tukang @ 75,000.00 1,500.00

0.0020 oh mandor @ 75,000.00 150.00

JUMLAH 14,866.14 30,320.00 45,186.14

H. 6.6.7 1M2 PASANG ROOFLIGHT FIBREGLASS (180X90) CM

0.6000 bh Roof light fibreglass @ - -

0.0500 kg paku biasa 1/2" - 1" @ 15,583.33 779.17

0.1400 oh pekerja @ 55,000.00 7,700.00

0.0670 oh tukang kayu @ 70,000.00 4,690.00

0.0070 oh kepala tukang @ 75,000.00 525.00

0.0070 oh mandor @ 75,000.00 525.00

JUMLAH 591.25 10,825.00 11,416.25

H. 6.6.8 1m2 PASANG ATAP ASBES GELOMBANG (2,50X0,92)X5MM

0.5000 lbr asbes gelombang @ 27,333.33 13,666.67

0.1200 kg paku pancing 60 x 230 @ 15,583.33 1,870.00

0.1400 oh pekerja @ 55,000.00 7,700.00

0.0750 oh tukang kayu @ 70,000.00 5,250.00

0.0080 oh kepala tukang @ 75,000.00 600.00

0.0080 oh mandor @ 75,000.00 600.00

JUMLAH 15,536.67 14,150.00 29,686.67

H. 6.6.9 1m2 PASANG ATAP ASBES GELOMBANG (2,25X0,92)X5MM

0.6000 lbr asbes gelombang @ 23,000.00 13,800.00

0.1200 kg paku pancing 60 x 230 @ 15,583.33 1,870.00

0.1400 oh pekerja @ 55,000.00 7,700.00

0.0750 oh tukang kayu @ 70,000.00 5,250.00

0.0080 oh kepala tukang @ 75,000.00 600.00

0.0080 oh mandor @ 75,000.00 600.00

JUMLAH 15,670.00 14,150.00 29,820.00

Page 66: Analisa Cika'11

H. 6.6.10 1m2 PASANG ATAP ASBES GELOMBANG (2,00X0,92)X5MM

0.6000 lbr asbes gelombang @ 23,000.00 13,800.00

0.1200 kg paku pancing 60 x 230 @ 15,583.33 1,870.00

0.1400 oh pekerja @ 55,000.00 7,700.00

0.0750 oh tukang kayu @ 70,000.00 5,250.00

0.0070 oh kepala tukang @ 75,000.00 525.00

0.0070 oh mandor @ 75,000.00 525.00

JUMLAH 15,670.00 14,000.00 29,670.00

H. 6.6.11 1m2 PASANG ATAP ASBES GELOMBANG (1,80X0,92)X5MM

0.7500 lbr asbes gelombang @ 23,000.00 17,250.00

0.1200 kg paku pancing 60 x 230 @ 15,583.33 1,870.00

0.1400 oh pekerja @ 55,000.00 7,700.00

0.0750 oh tukang kayu @ 70,000.00 5,250.00

0.0070 oh kepala tukang @ 75,000.00 525.00

0.0070 oh mandor @ 75,000.00 525.00

JUMLAH 19,120.00 14,000.00 33,120.00

H. 6.6.12 1m2 PASANG ATAP ASBES GELOMBANG (3,00X1,05)X4 MM

0.3500 lbr asbes gelombang @ 23,000.00 8,050.00

0.1200 kg paku pancing 60 x 230 @ 15,583.33 1,870.00

0.1400 oh pekerja @ 55,000.00 7,700.00

0.0750 oh tukang kayu @ 70,000.00 5,250.00

0.0070 oh kepala tukang @ 75,000.00 525.00

0.0070 oh mandor @ 75,000.00 525.00

JUMLAH 9,920.00 14,000.00 23,920.00

H. 6.6.13 1m2 PASANG ATAP ASBES GELOMBANG (2,70X1,05)X4 MM

0.4200 lbr asbes gelombang @ 23,000.00 9,660.00

0.1200 kg paku pancing 60 x 230 @ 15,583.33 1,870.00

0.1400 oh pekerja @ 55,000.00 7,700.00

0.0750 oh tukang kayu @ 70,000.00 5,250.00

0.0070 oh kepala tukang @ 75,000.00 525.00

0.0070 oh mandor @ 75,000.00 525.00

JUMLAH 11,530.00 14,000.00 25,530.00

H. 6.6.14 1m2 PASANG ATAP ASBES GELOMBANG (2,40X1,05)X4 MM

0.4400 lbr asbes gelombang @ 23,000.00 10,120.00

0.1200 kg paku pancing 60 x 230 @ 15,583.33 1,870.00

0.1400 oh pekerja @ 55,000.00 7,700.00

0.0670 oh tukang kayu @ 70,000.00 4,690.00

0.0070 oh kepala tukang @ 75,000.00 525.00

0.0070 oh mandor @ 75,000.00 525.00

JUMLAH 11,990.00 13,440.00 25,430.00

Page 67: Analisa Cika'11

H. 6.6.15 1m2 PASANG ATAP ASBES GELOMBANG (2,10X1,05)X4 MM

0.5100 lbr asbes gelombang @ 23,000.00 11,730.00

0.1200 kg paku pancing 60 x 230 @ 15,583.33 1,870.00

0.1400 oh pekerja @ 55,000.00 7,700.00

0.0670 oh tukang kayu @ 70,000.00 4,690.00

0.0070 oh kepala tukang @ 75,000.00 525.00

0.0070 oh mandor @ 75,000.00 525.00

JUMLAH 13,600.00 13,440.00 27,040.00

H. 6.6.16 1m2 PASANG ATAP ASBES GELOMBANG (1,5X1,05)X4 MM

0.8000 lbr asbes gelombang @ 23,000.00 18,400.00

0.1200 kg paku pancing 60 x 230 @ 15,583.33 1,870.00

0.1400 oh pekerja @ 55,000.00 7,700.00

0.0670 oh tukang kayu @ 70,000.00 4,690.00

0.0070 oh kepala tukang @ 75,000.00 525.00

0.0070 oh mandor @ 75,000.00 525.00

JUMLAH 20,270.00 13,440.00 33,710.00

H. 6.6.17 1m2 PASANG ATAP ASBES GELOMBANG (3,00X1,08)X6 MM

0.3700 lbr asbes gelombang @ 23,000.00 8,510.00

0.1200 kg paku pancing 60 x 230 @ 15,583.33 1,870.00

0.1400 oh pekerja @ 55,000.00 7,700.00

0.0670 oh tukang kayu @ 70,000.00 4,690.00

0.0070 oh kepala tukang @ 75,000.00 525.00

0.0070 oh mandor @ 75,000.00 525.00

JUMLAH 10,380.00 13,440.00 23,820.00

H. 6.6.18 1m2 PASANG ATAP ASBES GELOMBANG (2,70X1,08)X6 MM

0.3800 lbr asbes gelombang @ 23,000.00 8,740.00

0.1200 kg paku pancing 60 x 230 @ 15,583.33 1,870.00

0.1400 oh pekerja @ 55,000.00 7,700.00

0.0670 oh tukang kayu @ 70,000.00 4,690.00

0.0070 oh kepala tukang @ 75,000.00 525.00

0.0070 oh mandor @ 75,000.00 525.00

JUMLAH 10,610.00 13,440.00 24,050.00

H. 6.6.19 1m2 PASANG ATAP ASBES GELOMBANG (2,40X1,08)X6 MM

0.4600 lbr asbes gelombang @ 23,000.00 10,580.00

0.1200 kg paku pancing 60 x 230 @ 15,583.33 1,870.00

0.1400 oh pekerja @ 55,000.00 7,700.00

0.0670 oh tukang kayu @ 70,000.00 4,690.00

0.0070 oh kepala tukang @ 75,000.00 525.00

0.0070 oh mandor @ 75,000.00 525.00

JUMLAH 12,450.00 13,440.00 25,890.00

Page 68: Analisa Cika'11

H. 6.6.20 1m2 PASANG ATAP ASBES GELOMBANG (2,10X1,08)X6 MM

0.4900 lbr asbes gelombang @ 23,000.00 11,270.00

0.1200 kg paku pancing 60 x 230 @ 15,583.33 1,870.00

0.1400 oh pekerja @ 55,000.00 7,700.00

0.0670 oh tukang kayu @ 70,000.00 4,690.00

0.0070 oh kepala tukang @ 75,000.00 525.00

0.0070 oh mandor @ 75,000.00 525.00

JUMLAH 13,140.00 13,440.00 26,580.00

H. 6.6.21 1m2 PASANG ATAP ASBES GELOMBANG (1,80X1,08)X6 MM

0.5700 lbr asbes gelombang @ 23,000.00 13,110.00

0.1200 kg paku pancing 60 x 230 @ 15,583.33 1,870.00

0.1400 oh pekerja @ 55,000.00 7,700.00

0.0670 oh tukang kayu @ 70,000.00 4,690.00

0.0070 oh kepala tukang @ 75,000.00 525.00

0.0070 oh mandor @ 75,000.00 525.00

JUMLAH 14,980.00 13,440.00 28,420.00

H. 6.6.22 1M' PASANG BUBUNG STEL GELOMBANG 0,92 M

2.4000 lbr bubung stel gelombang @ - -

6.0000 bh paku skrup 3,5" @ 20,000.00 120,000.00

0.0840 oh pekerja @ 55,000.00 4,620.00

0.1250 oh tukang kayu @ 70,000.00 8,750.00

0.0130 oh kepala tukang @ 75,000.00 975.00

0.0040 oh mandor @ 75,000.00 300.00

JUMLAH 120,000.00 14,645.00 134,645.00

H. 6.6.23 1M' PASANG NOK STEL GELOMBANG 1,05 M

2.1000 lbr nok stel gelombang @ - -

6.0000 bh paku skrup 3,5" @ 20,000.00 120,000.00

0.0840 oh pekerja @ 55,000.00 4,620.00

0.1250 oh tukang kayu @ 70,000.00 8,750.00

0.0130 oh kepala tukang @ 75,000.00 975.00

0.0040 oh mandor @ 75,000.00 300.00

JUMLAH 120,000.00 14,645.00 134,645.00 ###

H. 6.6.24 1M' PASANG NOK STEL GELOMBANG 1,08 M

2.0500 lbr nok stel gelombang @ - -

6.0000 bh paku skrup 3,5" @ 20,000.00 120,000.00

0.0840 oh pekerja @ 55,000.00 4,620.00

0.1250 oh tukang kayu @ 70,000.00 8,750.00

0.0130 oh kepala tukang @ 75,000.00 975.00

0.0040 oh mandor @ 75,000.00 300.00

JUMLAH 120,000.00 14,645.00 134,645.00

Page 69: Analisa Cika'11

H. 6.6.25 1M' PASANG NOK paten 0,92 m

1.2000 lbr nok paten @ - -

6.0000 bh paku skrup 3,5" @ 20,000.00 120,000.00

0.0840 oh pekerja @ 55,000.00 4,620.00

0.1250 oh tukang kayu @ 70,000.00 8,750.00

0.0130 oh kepala tukang @ 75,000.00 975.00

0.0040 oh mandor @ 75,000.00 300.00

JUMLAH 120,000.00 14,645.00 134,645.00

H. 6.6.26 1M' PASANG NOK PATEN 1,05 M

1.2000 lbr nok paten @ - -

6.0000 bh paku skrup 3,5" @ 20,000.00 120,000.00

0.0840 oh pekerja @ 55,000.00 4,620.00

0.1250 oh tukang kayu @ 70,000.00 8,750.00

0.0130 oh kepala tukang @ 75,000.00 975.00

0.0040 oh mandor @ 75,000.00 300.00

JUMLAH 120,000.00 14,645.00 134,645.00

H. 6.6.27 1M' PASANG NOK PATEN 1,08 M

1.2000 lbr nok paten @ - -

6.0000 bh paku skrup 3,5" @ 20,000.00 120,000.00

0.0840 oh pekerja @ 55,000.00 4,620.00

0.1250 oh tukang kayu @ 70,000.00 8,750.00

0.0130 oh kepala tukang @ 75,000.00 975.00

0.0040 oh mandor @ 75,000.00 300.00

JUMLAH 120,000.00 14,645.00 134,645.00

H. 6.6.28 1M' PASANG NOK STEL RATA 0,92 M

1.1000 lbr nok stel rata @ - -

6.0000 bh paku skrup 3,5" @ 20,000.00 120,000.00

0.1000 oh pekerja @ 55,000.00 5,500.00

0.1500 oh tukang kayu @ 70,000.00 10,500.00

0.0130 oh kepala tukang @ 75,000.00 975.00

0.0040 oh mandor @ 75,000.00 300.00

JUMLAH 120,000.00 17,275.00 137,275.00

H. 6.6.29 1M' PASANG NOK STEL RATA 1,05 M

1.1000 lbr nok stel rata @ - -

6.0000 bh paku skrup 3,5" @ 20,000.00 120,000.00

0.1000 oh pekerja @ 55,000.00 5,500.00

0.1500 oh tukang kayu @ 70,000.00 10,500.00

0.0130 oh kepala tukang @ 75,000.00 975.00

0.0040 oh mandor @ 75,000.00 300.00

JUMLAH 120,000.00 17,275.00 137,275.00

Page 70: Analisa Cika'11

H. 6.6.30 1M2 PASANG ATAP GENTENG BETON

11.0000 bh genteng beton @ 3,500.00 38,500.00

0.0300 kg Paku biasa 2" - 5" @ 15,583.33 467.50

0.2000 oh pekerja @ 55,000.00 11,000.00

0.1000 oh tukang kayu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0100 oh mandor @ 75,000.00 750.00

JUMLAH 38,967.50 19,500.00 58,467.50

H. 6.6.31 1M2 PASANG ATAP GENTENG ASPAL

6.9000 lbr genteng aspal @ 2,500.00 17,250.00

0.3500 lbr Plywood 4" x 8" x 6 mm @ 80,000.00 28,000.00

0.0300 kg paku biasa 1/2" - 1" @ 15,583.33 467.50

0.5000 bh Plastic aerator @ 1,200.00 600.00

0.2000 oh pekerja @ 55,000.00 11,000.00

0.3000 oh tukang kayu @ 70,000.00 21,000.00

0.0030 oh kepala tukang @ 75,000.00 225.00

0.0100 oh mandor @ 75,000.00 750.00

JUMLAH 46,317.50 32,975.00 79,292.50

H. 6.6.32 1M2 PASANG ATAP GENTENG METAL

1.4200 lbr genteng metal @ 40,000.00 56,800.00

0.2000 kg Paku paku atap metal @ 28,500.00 5,700.00

0.2000 oh pekerja @ 55,000.00 11,000.00

0.1000 oh tukang kayu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0010 oh mandor @ 75,000.00 75.00

JUMLAH 62,500.00 18,825.00 81,325.00

H. 6.6.33 1M' PASANG ATAP SIRAP

60.0000 bh genteng sirap @ 1,500.00 90,000.00

0.2000 kg paku biasa 1/2" - 1" @ 15,583.33 3,116.67

0.1660 oh pekerja @ 55,000.00 9,130.00

0.2500 oh tukang kayu @ 70,000.00 17,500.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0080 oh mandor @ 75,000.00 600.00

JUMLAH 93,116.67 29,105.00 122,221.67

H. 6.6.34 1M' PASANG NOK GENTENG BETON

3.5000 bh nok genteng beton @ 5,000.00 17,500.00

0.0500 kg Paku pancing @ 30,250.00 1,512.50

10.8000 kg Semen abu - abu @ 1,300.00 14,040.00

0.0320 m3 Pasir pasang @ 278,750.00 8,920.00

1.0000 kg Semen warna @ 9,833.33 9,833.33

0.4000 oh pekerja @ 55,000.00 22,000.00

0.2000 oh tukang kayu @ 70,000.00 14,000.00

0.0200 oh kepala tukang @ 75,000.00 1,500.00

0.0200 oh mandor @ 75,000.00 1,500.00

JUMLAH 51,805.83 39,000.00 90,805.83

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H. 6.6.35 1M' PASANG NOK GENTENG ASPAL

2.0000 bh genteng aspal @ 2,500.00 5,000.00

0.0500 kg paku seng @ 24,666.67 1,233.33

0.0035 m3 kayu meranti, balok @ 2,200,000.00 7,700.00

0.1250 oh pekerja @ 55,000.00 6,875.00

0.2500 oh tukang kayu @ 70,000.00 17,500.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0060 oh mandor @ 75,000.00 450.00

JUMLAH 13,933.33 26,700.00 40,633.33

H. 6.6.36 1M' PASANG NOK GENTENG METAL

1.1000 bh genteng decra bond @ - -

0.0500 kg paku biasa 1/2" - 1" @ 15,583.33 779.17

0.2500 oh pekerja @ 55,000.00 13,750.00

0.1500 oh tukang kayu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0130 oh mandor @ 75,000.00 975.00

JUMLAH 779.17 26,350.00 27,129.17

H. 6.6.37 1 M' MEMASANG BUBUNGAN ATAP SIRAP L 40 cm

0.4000 lbr seng plat @ 45,833.33 18,333.33

0.1100 kg paku seng @ 24,666.67 2,713.33

0.0040 oh kayu meranti papan 3 cm @ 2,300,000.00 9,200.00

0.1250 oh pekerja @ 55,000.00 6,875.00

0.2500 oh tukang kayu @ 70,000.00 17,500.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0060 oh mandor @ 75,000.00 450.00

JUMLAH 30,246.67 26,700.00 56,946.67

H. 6.6.38 1 M2 MEMASANG ATAP SENG

0.7000 lbr seng gelombang bjls @ 39,125.00 27,387.50

0.0200 kg paku seng @ 24,666.67 493.33

0.1200 oh pekerja @ 55,000.00 6,600.00

0.0600 oh tukang kayu @ 70,000.00 4,200.00

0.0060 oh kepala tukang @ 75,000.00 450.00

0.0060 oh mandor @ 75,000.00 450.00

JUMLAH 27,880.83 11,700.00 39,580.83

H. 6.6.39 1 M2 MEMASANG BUBUNGAN ATAP SENG

1.1000 lbr seng plat @ 45,833.33 50,416.67

0.0500 kg paku seng @ 24,666.67 1,233.33

0.1500 oh pekerja @ 55,000.00 8,250.00

0.2500 oh tukang kayu @ 70,000.00 17,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0130 oh mandor @ 75,000.00 975.00

JUMLAH 51,650.00 27,850.00 79,500.00

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H. 6.6.40 1 M2 PASANG ATAP ALUMUNIUM

1.0500 m2 atap alumunium gelombang tebal 0,55 @ - -

0.0200 kg paku hak panjang 15 cm @ 24,666.67 493.33

0.1500 oh pekerja @ 55,000.00 8,250.00

0.7500 oh tukang kayu @ 70,000.00 52,500.00

0.0080 oh kepala tukang @ 75,000.00 600.00

0.0060 oh mandor @ 75,000.00 450.00

JUMLAH 493.33 61,800.00 62,293.33

H. 6.6.41 1 M2 PASANG NOK ALUMUNIUM

1.2000 m2 Nok standar 40 cm 18, swg 22 @ - -

0.0400 kg paku hak panjang 15 cm @ 24,666.67 986.67

0.1000 oh pekerja @ 55,000.00 5,500.00

1.0000 oh tukang kayu @ 70,000.00 70,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0100 oh mandor @ 75,000.00 750.00

JUMLAH 986.67 77,000.00 77,986.67

H. 6.6.42 1 M2 PASANG ALUMUNIUM FOIL /SISALATION

1.0500 lbr Sisalation / alumunium foil @ 450,000.00 472,500.00

0.1500 oh pekerja @ 55,000.00 8,250.00

0.0500 oh tukang kayu @ 70,000.00 3,500.00

0.0050 oh kepala tukang @ 75,000.00 375.00

0.0080 oh mandor @ 75,000.00 600.00

JUMLAH 472,500.00 12,725.00 485,225.00

I. PEKERJAAN PLAFOND

I. 6.6.1 1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 6 MM

1.1000 lbr pelat asbes tebal 6 mm @ 29,400.00 32,340.00

0.0100 kg paku plywood @ 23,750.00 237.50

0.0300 oh pekerja @ 55,000.00 1,650.00

0.0700 oh tukang kayu @ 70,000.00 4,900.00

0.0070 oh kepala tukang @ 75,000.00 525.00

0.0015 oh mandor @ 75,000.00 112.50

JUMLAH 32,577.50 7,187.50 39,765.00

I. 6.6.2 1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 5 MM

1.1000 lbr pelat asbes tebal 5 mm @ 29,400.00 32,340.00

0.0100 kg paku plywood @ 23,750.00 237.50

0.0300 oh pekerja @ 55,000.00 1,650.00

0.0700 oh tukang kayu @ 70,000.00 4,900.00

0.0070 oh kepala tukang @ 75,000.00 525.00

0.0015 oh mandor @ 75,000.00 112.50

JUMLAH 32,577.50 7,187.50 39,765.00

Page 73: Analisa Cika'11

I. 6.6.3 1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 4 MM

1.1000 lbr pelat asbes tebal 4 mm @ 75,000.00 82,500.00

0.0100 kg paku plywood @ 23,750.00 237.50

0.0300 oh pekerja @ 55,000.00 1,650.00

0.0700 oh tukang kayu @ 70,000.00 4,900.00

0.0070 oh kepala tukang @ 75,000.00 525.00

0.0015 oh mandor @ 75,000.00 112.50

JUMLAH 82,737.50 7,187.50 89,925.00

I. 6.6.4 1 M2 PLAFOND ASBES (1,00 X 1,00) M, TEBAL 3,5 MM

1.1000 lbr pelat asbes tebal 5 mm @ 75,000.00 82,500.00

0.0100 kg paku plywood @ 23,750.00 237.50

0.0300 oh pekerja @ 55,000.00 1,650.00

0.0700 oh tukang kayu @ 70,000.00 4,900.00

0.0070 oh kepala tukang @ 75,000.00 525.00

0.0015 oh mandor @ 75,000.00 112.50

JUMLAH 82,737.50 7,187.50 89,925.00

I. 6.6.5 1 M2 PLAFOND AKUSTIK (30 X 30) CM

11.5000 lbr akustik ukuran 30 x 30 cm @ -

0.0500 kg paku plywood @ 23,750.00 1,187.50

0.0600 oh pekerja @ 55,000.00 3,300.00

0.1200 oh tukang kayu @ 70,000.00 8,400.00

0.1200 oh kepala tukang @ 75,000.00 9,000.00

0.0030 oh mandor @ 75,000.00 225.00

JUMLAH 1,187.50 20,925.00 22,112.50

I. 6.6.6 1 M2 PLAFOND AKUSTIK (30 X 60) CM

5.8000 lbr akustik ukuran 30 x 60 cm @ -

0.0500 kg paku plywood @ 23,750.00 1,187.50

0.0600 oh pekerja @ 55,000.00 3,300.00

0.1000 oh tukang kayu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0030 oh mandor @ 75,000.00 225.00

JUMLAH 1,187.50 11,275.00 12,462.50

I. 6.6.7 1 M2 PLAFOND AKUSTIK (60 X 120) CM

1.5000 lbr akustik arm strong 60 x 120 cm @ -

0.0500 kg paku plywood @ 23,750.00 1,187.50

0.0600 oh pekerja @ 55,000.00 3,300.00

0.1000 oh tukang kayu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0030 oh mandor @ 75,000.00 225.00

JUMLAH 1,187.50 11,275.00 12,462.50

Page 74: Analisa Cika'11

I. 6.6.8 1 M2 PLAFOND PLYWOOD ( 30 X 60 ) cm, TEBAL 4 MM

0.3600 lbr Plywood 4mm @ 55,000.00 19,800.00

0.0300 kg paku plywood @ 23,750.00 712.50

0.0700 oh pekerja @ 55,000.00 3,850.00

0.1000 oh tukang kayu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0035 oh mandor @ 75,000.00 262.50

JUMLAH 20,512.50 11,862.50 32,375.00

I. 6.6.9 1 M2 PLAFOND PLYWOOD ( 30 X 60 ) cm, TEBAL 6 MM

0.3600 lbr Plywood 6mm @ 124,583.33 44,850.00

0.0300 kg paku plywood @ 23,750.00 712.50

0.0700 oh pekerja @ 55,000.00 3,850.00

0.1000 oh tukang kayu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0035 oh mandor @ 75,000.00 262.50

JUMLAH 45,562.50 11,862.50 57,425.00

I. 6.6.10 1 M2 PLAFOND PLYWOOD ( 60 X 120 ) cm, TEBAL 2 MM

0.3750 lbr Plywood 2mm @ 44,375.00 16,640.63

0.0300 kg paku plywood @ 23,750.00 712.50

0.0700 oh pekerja @ 55,000.00 3,850.00

0.1000 oh tukang kayu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0035 oh mandor @ 75,000.00 262.50

JUMLAH 17,353.13 11,862.50 29,215.63

I. 6.6.11 1 M2 PLAFOND PLYWOOD ( 60 X 120 ) cm, TEBAL 6 MM

0.3750 lbr Plywood 6mm @ 80,000.00 30,000.00

0.0300 kg paku plywood @ 23,750.00 712.50

0.0700 oh pekerja @ 55,000.00 3,850.00

0.1000 oh tukang kayu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0035 oh mandor @ 75,000.00 262.50

JUMLAH 30,712.50 11,862.50 42,575.00

I. 6.6.12 1 M2 PLAFOND TEAKWOOD ( 30 x 60 ) cm, TEBAL 4 MM

0.3600 lbr Teakwood 4 mm @ 99,300.00 35,748.00

0.0300 kg paku plywood @ 23,750.00 712.50

0.0700 oh pekerja @ 55,000.00 3,850.00

0.1000 oh tukang kayu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0035 oh mandor @ 75,000.00 262.50

JUMLAH 36,460.50 11,862.50 48,323.00

Page 75: Analisa Cika'11

I. 6.6.13 1 M2 PLAFOND TEAKWOOD ( 60 x 120 ) cm, TEBAL 4 MM

0.3750 lbr Teakwood 4 mm @ 120,200.00 45,075.00

0.0300 kg paku plywood @ 23,750.00 712.50

0.0700 oh pekerja @ 55,000.00 3,850.00

0.1000 oh tukang kayu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0035 oh mandor @ 75,000.00 262.50

JUMLAH 45,787.50 11,862.50 57,650.00

I. 6.6.14 1M2 PLAFOND LAT KAYU JATI, PAPAN

0.0240 lbr Kayu jati, papan @ 7,000,000.00 168,000.00

0.0100 Kg paku biasa @ 15,583.33 155.83

0.0500 kg paku sekrup @ 20,000.00 1,000.00

0.2000 oh pekerja @ 55,000.00 11,000.00

0.2000 oh tukang kayu @ 70,000.00 14,000.00

0.0600 oh kepala tukang @ 75,000.00 4,500.00

0.0100 oh mandor @ 75,000.00 750.00

JUMLAH 169,155.83 30,250.00 199,405.83

I. 6.6.15 1M2 PLAFOND LAT KAYU MERANTI

0.0240 lbr Kayu meranti, papan @ 2,300,000.00 55,200.00

0.0100 Kg paku biasa @ 15,583.33 155.83

0.0500 kg paku sekrup @ 20,000.00 1,000.00

0.2000 oh pekerja @ 55,000.00 11,000.00

0.2000 oh tukang kayu @ 70,000.00 14,000.00

0.0600 oh kepala tukang @ 75,000.00 4,500.00

0.0100 oh mandor @ 75,000.00 750.00

JUMLAH 56,355.83 30,250.00 86,605.83

I. 6.6.16 1M2 PLAFOND LAT KAYU BENGKIRAI

0.0240 lbr Kayu bengkirai, papan @ 6,000,000.00 144,000.00

0.0100 Kg paku biasa @ 15,583.33 155.83

0.0500 kg paku sekrup @ 20,000.00 1,000.00

0.2000 oh pekerja @ 55,000.00 11,000.00

0.2000 oh tukang kayu @ 70,000.00 14,000.00

0.0600 oh kepala tukang @ 75,000.00 4,500.00

0.0100 oh mandor @ 75,000.00 750.00

JUMLAH 145,155.83 30,250.00 175,405.83

I. 6.6.17 1M2 PLAFOND SOFTBOARD

0.3500 lbr Softboard 4' x 8' x 4 mm @ -

0.0300 Kg paku biasa @ 15,583.33 467.50

0.6000 oh pekerja @ 55,000.00 33,000.00

0.1000 oh tukang kayu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0030 oh mandor @ 75,000.00 225.00

JUMLAH 467.50 40,975.00 41,442.50

Page 76: Analisa Cika'11

I. 6.6.18 1M2 PLAFOND AKUSTIK 60 X 120 CM + RANGKA ALUMUNIUM

3.6000 M' Profil alumunium T @ -

0.1500 kg Kawat seng polos @ -

1.0000 bh Ramset / dina bold @ -

1.5000 lbr akustik arm strong 60 x 120 cm @ - -

0.1500 oh pekerja @ 55,000.00 8,250.00

0.5000 oh tukang kayu @ 70,000.00 35,000.00

0.0500 oh kepala tukang @ 75,000.00 3,750.00

0.0075 oh mandor @ 75,000.00 562.50

JUMLAH - 47,562.50 47,562.50

I. 6.6.19 1M2 PLAFOND KAYU PROFIL

1.1000 lbr List kayu profil bengkirai @ 10,300.00 11,330.00

0.0100 Kg paku biasa @ 15,583.33 155.83

0.0500 oh pekerja @ 55,000.00 2,750.00

0.0500 oh tukang kayu @ 70,000.00 3,500.00

0.0050 oh kepala tukang @ 75,000.00 375.00

0.0030 oh mandor @ 75,000.00 225.00

JUMLAH 11,485.83 6,850.00 18,335.83

I. 6.6.20 1M2 PLAFOND ASBES ( 1,00 X 1,00 ) M, TEBAL 3,2MM RANGKA MERANTI

0.0120 m3 kayu meranti @ 2,200,000.00 26,400.00

0.0600 Kg paku biasa @ 15,583.33 935.00

1.1000 lbr asbes 1,00 x 1,00 m @ 75,000.00 82,500.00

0.1800 oh pekerja @ 55,000.00 9,900.00

0.3200 oh tukang kayu @ 70,000.00 22,400.00

0.0320 oh kepala tukang @ 75,000.00 2,400.00

0.0090 oh mandor @ 75,000.00 675.00

JUMLAH 109,835.00 35,375.00 145,210.00

I. 6.6.21 1M2 PLAFOND PLYWOOD 4 MM + RANGKA KAYU MERANTI

0.0230 m3 kayu meranti @ 2,300,000.00 52,900.00

0.0600 kg paku biasa @ 15,583.33 935.00

0.3900 lbr Plywood 4' x 8' x 4mm @ 55,000.00 21,450.00

0.2700 oh pekerja @ 55,000.00 14,850.00

0.4000 oh tukang kayu @ 70,000.00 28,000.00

0.0400 oh kepala tukang @ 75,000.00 3,000.00

0.0135 oh mandor @ 75,000.00 1,012.50

JUMLAH 75,285.00 46,862.50 122,147.50

I. 6.6.22 1M2 PLAFOND AKUSTIK (30 X 60 ) CM + RANGKA KAYU MERANTI

0.0230 m3 kayu meranti @ 2,300,000.00 52,900.00

0.0600 kg paku biasa @ 15,583.33 935.00

5.8000 bh akustik 30 x 60 cm @ - -

0.2600 oh pekerja @ 55,000.00 14,300.00

0.4000 oh tukang kayu @ 70,000.00 28,000.00

0.0400 oh kepala tukang @ 75,000.00 3,000.00

0.0130 oh mandor @ 75,000.00 975.00

JUMLAH 53,835.00 46,275.00 100,110.00

Page 77: Analisa Cika'11

I. 6.6.23 1M2 PLAFOND AKUSTIK (30 X 30 ) CM + RANGKA KAYU MERANTI

0.0270 m3 kayu meranti, balok @ 2,200,000.00 59,400.00

0.0600 kg paku @ 15,583.33 935.00

11.5000 bh akustik 30 x30 cm @ - -

0.3100 oh pekerja @ 55,000.00 17,050.00

0.4700 oh tukang kayu @ 70,000.00 32,900.00

0.0470 oh kepala tukang @ 75,000.00 3,525.00

0.0155 oh mandor @ 75,000.00 1,162.50

JUMLAH 60,335.00 54,637.50 114,972.50

I. 6.6.24 1M2 PLAFOND GYPSUM BOARD, TEBAL 9 MM

0.3640 lbr Gypsum board ( 120 x 240 x 9 ) mm @ 65,000.00 23,660.00

0.1100 kg paku sekrup @ 20,000.00 2,200.00

0.1000 oh pekerja @ 55,000.00 5,500.00

0.0500 oh tukang kayu @ 70,000.00 3,500.00

0.0050 oh kepala tukang @ 75,000.00 375.00

0.0050 oh mandor @ 75,000.00 375.00

JUMLAH 25,860.00 9,750.00 35,610.00

J. PEKERJAAN SANITAIR

J. 6.6.1 MEMASANG 1 BH CLOSED DUDUK / MONOBLOK

1.0000 bh closed duduk monoblok @ 1,575,000.00 1,575,000.00

6.0000 % perlengkapan (6 % harga klosed) @ 94,500.00 94,500.00

3.3000 oh pekerja @ 55,000.00 181,500.00

1.1000 oh tukang kayu @ 70,000.00 77,000.00

0.0010 oh kepala tukang @ 75,000.00 75.00

0.1600 oh mandor @ 75,000.00 12,000.00

JUMLAH 1,669,500.00 270,575.00 1,940,075.00

J. 6.6.2 MEMASANG 1 BH CLOSED JONGKOK KERAMIK

1.0000 bh closed jongkok keramik @ 132,083.33 132,083.33

6.0000 kg semen portland @ 1,300.00 7,800.00

0.0100 m3 pasir pasang @ 278,750.00 2,787.50

1.0000 oh pekerja @ 55,000.00 55,000.00

1.5000 oh tukang kayu @ 70,000.00 105,000.00

1.5000 oh kepala tukang @ 75,000.00 112,500.00

0.1600 oh mandor @ 75,000.00 12,000.00

JUMLAH 142,670.83 284,500.00 427,170.83

J. 6.6.3 MEMASANG 1 BH CLOSED JONGKOK TERASO

1.0000 bh closed jongkok teraso @ 98,333.33 98,333.33

7.0000 bh Bata Merah @ 800.00 5,600.00

6.0000 Kg semen portland @ 1,300.00 7,800.00

0.0100 m3 pasir pasang @ 278,750.00 2,787.50

1.0000 oh Pekerja @ 55,000.00 55,000.00

1.5000 oh Tukang Batu @ 70,000.00 105,000.00

0.3000 oh kepala tukang @ 75,000.00 22,500.00

0.1100 oh mandor @ 75,000.00 8,250.00

JUMLAH 114,520.83 190,750.00 305,270.83 Hal : 467

Page 78: Analisa Cika'11

J. 6.6.4 MEMASANG 1 BH URINOIR

1.0000 bh urinoir @ 1,865,500.00 1,865,500.00

30.0000 % Perlengkapan @ 559,650.00 559,650.00

6.0000 Kg Semen Portland @ 1,300.00 7,800.00

0.0100 m3 Pasir Pasang @ 278,750.00 2,787.50

1.0000 oh pekerja @ 55,000.00 55,000.00

1.0000 oh Tukang Batu @ 70,000.00 70,000.00

0.1000 oh kepala tukang @ 75,000.00 7,500.00

0.1000 oh mandor @ 75,000.00 7,500.00

- 2,435,737.50 140,000.00 2,575,737.50

J. 6.6.5 MEMASANG 1 BH WASTAFEL -

1.0000 bh Wastafel @ 1,865,500.00 1,865,500.00

12.0000 % Perlengkapan @ 559,650.00 559,650.00

6.0000 Kg Semen Portland @ 1,300.00 7,800.00

0.0100 m3 pasir pasang @ 278,750.00 2,787.50

1.2000 oh pekerja @ 55,000.00 66,000.00

1.4500 oh Tukang Batu @ 70,000.00 101,500.00

0.1500 oh kepala tukang @ 75,000.00 11,250.00

0.1000 oh mandor @ 75,000.00 7,500.00

JUMLAH 2,435,737.50 186,250.00 2,621,987.50

J. 6.6.6 MEMASANG 1 BH BAK MANDI TERASO VOLUME 0.30 M3

1.0000 bh Bak Teraso @ 185,000.00 185,000.00

6.0000 Kg semen portland @ 1,300.00 7,800.00

0.0100 m3 pasir pasang @ 278,750.00 2,787.50

2.1000 oh pekerja @ 55,000.00 115,500.00

0.7500 oh Tukang Batu @ 70,000.00 52,500.00

0.0700 oh kepala tukang @ 75,000.00 5,250.00

0.1100 oh mandor @ 75,000.00 8,250.00

JUMLAH 195,587.50 181,500.00 377,087.50

J. 6.6.7 MEMASANG 1 BH BAK MANDI FIBREGLASS VOLUME 0,30 M3

1.0000 bh Bak Fiberglass @ 160,000.00 160,000.00

18.0000 % Perlengkapan @ 28,800.00 28,800.00

1.8000 oh pekerja @ 55,000.00 99,000.00

2.7000 oh Tukang Batu @ 70,000.00 189,000.00

0.5400 oh kepala tukang @ 75,000.00 40,500.00

0.1100 oh mandor @ 75,000.00 8,250.00

JUMLAH 188,800.00 336,750.00 525,550.00

J. 6.6.8 MEMASANG 1 BH BAK AIR BATU BATA VOLUME 0,3 M3 ( 60 x 60 )

2.4000 0.4000 bh batu bata @ 800.00 320.00

0.012 120.0000 kg semen portland @ 1,300.00 156,000.00

0.3000 m3 pasir pasang @ 278,750.00 83,625.00

360.0000 Bh Porselen ( 11x11)cm @ 2,500.00 900,000.00

6.0000 kg Semen nat @ 12,000.00 72,000.00

6.0000 oh pekerja @ 55,000.00 330,000.00

3.0000 oh tukang batu @ 70,000.00 210,000.00

0.3000 oh kepala tukang @ 75,000.00 22,500.00

0.3000 oh mandor @ 75,000.00 22,500.00

JUMLAH 1,211,945.00 585,000.00 1,796,945.00

Page 79: Analisa Cika'11
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J. 6.6.9 MEMASANG 1 BH BADKIP PORSELEN

1.0000 bh Badkip @ -

6.0000 % Perlengkapan @ - -

- oh pekerja @ 55,000.00 -

0.0750 oh Tukang Batu @ 70,000.00 5,250.00

0.7500 oh kepala tukang @ 75,000.00 56,250.00

0.2500 oh mandor @ 75,000.00 18,750.00

JUMLAH - 80,250.00 80,250.00

J. 6.6.9 MEMASANG 1 BH BADKIP PORSELEN

1.0000 bh Badkip @ - -

6.0000 % Perlengkapan @ - -

- oh pekerja @ 55,000.00 -

0.0750 oh Tukang Batu @ 70,000.00 5,250.00

0.7500 oh kepala tukang @ 75,000.00 56,250.00

0.2500 oh mandor @ 75,000.00 18,750.00

JUMLAH - 80,250.00 80,250.00

J. 6.6.9 MEMASANG 1 BH BADKIP PORSELEN

1.0000 bh Badkip @ - -

6.0000 % Perlengkapan @ - -

- oh pekerja @ 55,000.00 -

0.0750 oh Tukang Batu @ 70,000.00 5,250.00

0.7500 oh kepala tukang @ 75,000.00 56,250.00

0.2500 oh mandor @ 75,000.00 18,750.00

JUMLAH - 80,250.00 80,250.00

J. 6.6.10 MEMASANG 1 BH BAK BETON VOLUME 1 M3 AIR

0.9000 m3 Beton 1 : 1,5 : 2,5 @ 1,132,125.00 1,018,912.50

180.0000 kg Besi Beton @ 10,000.00 1,800,000.00

8.0000 m3 kayu cetakan @ 1,750,000.00 14,000,000.00

5.0000 m2 Ubin Porselen @ 70,000.00 350,000.00

10.0000 % Perlengkapan @ 7,000.00 70,000.00

3.5000 oh pekerja @ 55,000.00 192,500.00

4.5000 oh Tukang Batu @ 70,000.00 315,000.00

0.9000 oh kepala tukang @ 75,000.00 67,500.00

0.9000 oh mandor @ 75,000.00 67,500.00

JUMLAH 17,238,912.50 642,500.00 17,881,412.50

J. 6.6.11 MEMASANG 1 BH BAK FIBERGLASS VOLUME 1 M3 AIR

1.0000 bh Bak Fiberglass @ 450,000.00 450,000.00

12.0000 % Perlengkapan @ 54,000.00 54,000.00

3.0000 oh pekerja @ 55,000.00 165,000.00

4.5000 oh Tukang Batu @ 70,000.00 315,000.00

0.9000 oh kepala tukang @ 75,000.00 67,500.00

0.9000 oh mandor @ 75,000.00 67,500.00

JUMLAH 504,000.00 615,000.00 1,119,000.00

Page 81: Analisa Cika'11

J. 6.6.12 MEMASANG 1M' PIPA PENYALUR AIR LIMBAH JENIS PIPA TANAH, DIA.15 CM

1.6000 bh Pipa tanah @ -

0.6800 kg Semen Portland @ 1,300.00 884.00

0.0130 m3 pasir pasang @ 278,750.00 3,623.75

0.0110 m3 pasir urug @ 51,900.00 570.90

0.0600 oh pekerja @ 55,000.00 3,300.00

0.0300 oh Tukang Batu @ 70,000.00 2,100.00

0.0030 oh kepala tukang @ 75,000.00 225.00

0.0025 oh mandor @ 75,000.00 187.50

JUMLAH 5,078.65 5,812.50 10,891.15

J. 6.6.13 MEMASANG 1M' PIPA PENYALUR AIR LIMBAH JENIS PIPA TANAH, DIA.20 CM

1.6000 bh Pipa tanah @ -

0.8700 kg Semen Portland @ 1,300.00 1,131.00

0.0140 m3 pasir pasang @ 278,750.00 3,902.50

0.0140 m3 pasir urug @ 51,900.00 726.60

0.0800 oh pekerja @ 55,000.00 4,400.00

0.0400 oh Tukang Batu @ 70,000.00 2,800.00

0.0040 oh kepala tukang @ 75,000.00 300.00

0.0070 oh mandor @ 75,000.00 525.00

JUMLAH 5,760.10 8,025.00 13,785.10

J. 6.6.14 MEMASANG 1M' PIPA BETON, DIAMETER 15 - 20 CM

1.1000 bh pipa beton @ -

0.0270 m3 Batu bata @ 800.00 21.60

3.9200 kg Semen Portland @ 1,300.00 5,096.00

0.0560 m3 pasir pasang @ 278,750.00 15,610.00

0.0240 m3 pasir urug @ 51,900.00 1,245.60

0.1400 oh pekerja @ 55,000.00 7,700.00

0.0700 oh Tukang Batu @ 70,000.00 4,900.00

0.0070 oh kepala tukang @ 75,000.00 525.00

0.0070 oh mandor @ 75,000.00 525.00

JUMLAH 21,973.20 13,650.00 35,623.20

J. 6.6.15 MEMASANG 1M' PIPA BETON, DIAMETER 30 - 100 CM

1.1000 bh pipa beton @ -

0.5500 m3 Batu bata @ 800.00 440.00

10.3000 kg Semen Portland @ 1,300.00 13,390.00

0.0610 m3 pasir pasang @ 278,750.00 17,003.75

0.0690 m3 pasir urug @ 51,900.00 3,581.10

0.3800 oh pekerja @ 55,000.00 20,900.00

0.1900 oh Tukang Batu @ 70,000.00 13,300.00

0.0190 oh kepala tukang @ 75,000.00 1,425.00

0.0190 oh mandor @ 75,000.00 1,425.00

JUMLAH 34,414.85 37,050.00 71,464.85

Page 82: Analisa Cika'11

J. 6.6.16 MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (30X30)CM TINGGI 35 CM

0.1450 bh Batu bata @ 800.00 116.00

44.0000 m3 Semen Portland @ 1,300.00 57,200.00

0.0700 kg pasir pasang @ 278,750.00 19,512.50

0.0700 m3 Batu kerikil @ 263,000.00 18,410.00

1.6000 kg Besi Beton @ 10,000.00 16,000.00

0.0600 m3 Pasir Beton @ 250,000.00 15,000.00

3.2000 oh pekerja @ 55,000.00 176,000.00

1.0150 oh Tukang Batu @ 70,000.00 71,050.00

0.0015 oh kepala tukang @ 75,000.00 112.50

0.0160 oh mandor @ 75,000.00 1,200.00

JUMLAH 111,238.50 263,362.50 374,601.00

J. 6.6.17 MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (45X45)CM TINGGI 50 CM

0.2500 bh Batu bata @ 800.00 200.00

77.0000 m3 Semen Portland @ 1,300.00 100,100.00

0.1300 kg pasir pasang @ 278,750.00 36,237.50

0.0200 m3 Batu kerikil @ 263,000.00 5,260.00

2.6000 kg Besi Beton @ 10,000.00 26,000.00

0.0900 m3 Pasir Beton @ 250,000.00 22,500.00

1.4200 oh pekerja @ 55,000.00 78,100.00

0.4730 oh Tukang Batu @ 70,000.00 26,015.00

0.0470 oh kepala tukang @ 75,000.00 2,820.00

0.0710 oh mandor @ 75,000.00 4,260.00

JUMLAH 190,297.50 111,195.00 301,492.50

J. 6.6.18 MEMASANG 1BH BAK KONTROL PAS. BATU BATA UKURAN (60 x 60)CM TINGGI 65 CM

0.3710 bh Batu bata @ 800.00 296.80

114.0000 m3 Semen Portland @ 1,300.00 148,200.00

0.1840 kg pasir pasang @ 278,750.00 51,290.00

0.0330 m3 Batu koral @ 263,000.00 8,679.00

4.8500 kg Besi Beton @ 10,000.00 48,500.00

0.1200 m3 Pasir Beton @ 250,000.00 30,000.00

2.1600 oh pekerja @ 55,000.00 118,800.00

0.7200 oh Tukang Batu @ 70,000.00 50,400.00

0.0720 oh kepala tukang @ 75,000.00 5,400.00

0.1080 oh mandor @ 75,000.00 8,100.00

0.1000 oh Tukang gali @ 55,000.00 5,500.00

JUMLAH 286,965.80 188,200.00 475,165.80

J. 6.6.19 MEMASANG 1M' PIPA GALVANIS DIAMETER 1/2"

1.2000 m' Pipa galvanis @ 52,100.00 62,520.00

35.0000 % Perlengkapan @ 18,235.00 18,235.00

0.0540 oh pekerja @ 55,000.00 2,970.00

0.0900 oh Tukang Batu @ 70,000.00 6,300.00

0.0090 oh kepala tukang @ 75,000.00 675.00

0.0270 oh mandor @ 75,000.00 2,025.00

JUMLAH 80,755.00 11,970.00 92,725.00

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J. 6.6.20 MEMASANG 1M' PIPA GALVANIS DIAMETER 3/4"

1.2000 m' Pipa galvanis @ 52,100.00 62,520.00

35.0000 % Perlengkapan @ 3,937.50 3,937.50

0.0540 oh pekerja @ 55,000.00 2,970.00

0.0900 oh Tukang Batu @ 70,000.00 6,300.00

0.0090 oh kepala tukang @ 75,000.00 675.00

0.0270 oh mandor @ 75,000.00 2,025.00

JUMLAH 151,312.50 9,540.00 160,852.50

J. 6.6.21 MEMASANG 1M' PIPA GALVANIS DIAMETER 1 "

1.2000 m' Pipa galvanis @ 52,100.00 62,520.00

35.0000 % Perlengkapan @ 18,235.00 18,235.00

0.0540 oh pekerja @ 55,000.00 2,970.00

0.0900 oh Tukang Batu @ 70,000.00 6,300.00

0.0090 oh kepala tukang @ 75,000.00 675.00

0.0270 oh mandor @ 75,000.00 2,025.00

JUMLAH 80,755.00 11,970.00 92,725.00

J. 6.6.22 MEMASANG 1M' PIPA GALVANIS DIAMETER 1 1/2 "

1.2000 m' Pipa galvanis @ 103,100.00 123,720.00

35.0000 % Perlengkapan @ 7,875.00 7,875.00

0.1080 oh pekerja @ 55,000.00 5,940.00

0.1800 oh Tukang Batu @ 70,000.00 12,600.00

0.0180 oh kepala tukang @ 75,000.00 1,350.00

0.0054 oh mandor @ 75,000.00 405.00

JUMLAH 131,595.00 20,295.00 151,890.00

J. 6.6.23 MEMASANG 1M' PIPA GALVANIS DIAMETER 3"

1.2000 m' Pipa galvanis @ 182,150.00 218,580.00

35.0000 % Perlengkapan @ 63,752.50 63,752.50

0.1080 oh pekerja @ 55,000.00 5,940.00

0.1800 oh Tukang Batu @ 70,000.00 12,600.00

0.0180 oh kepala tukang @ 75,000.00 1,350.00

0.0054 oh mandor @ 75,000.00 405.00

JUMLAH 282,332.50 16,164.00 298,496.50

J. 6.6.24 MEMASANG 1M' PIPA GALVANIS DIAMETER 4 "

1.2000 m' Pipa galvanis @ 259,300.00 311,160.00

35.0000 % Perlengkapan @ 90,755.00 90,755.00

0.1350 oh pekerja @ 55,000.00 7,425.00

0.2250 oh Tukang Batu @ 70,000.00 15,750.00

0.0225 oh kepala tukang @ 75,000.00 1,687.50

0.0068 oh mandor @ 75,000.00 510.00

JUMLAH 401,915.00 25,372.50 427,287.50

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J. 6.6.25 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1/2 "

1.2000 m' Pipa PVC @ 19,416.67 23,300.00

35.0000 % Perlengkapan @ 6,795.83 6,795.83

0.0360 oh pekerja @ 55,000.00 1,980.00

0.0600 oh Tukang Batu @ 70,000.00 4,200.00

0.0060 oh kepala tukang @ 75,000.00 450.00

0.0018 oh mandor @ 75,000.00 135.00

JUMLAH 30,095.83 6,765.00 36,860.83

J. 6.6.26 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 3/4"

1.2000 m' Pipa PVC @ 5,208.33 6,250.00

35.0000 % Perlengkapan @ 1,822.92 1,822.92

0.0360 oh pekerja @ 55,000.00 1,980.00

0.0600 oh Tukang Batu @ 70,000.00 4,200.00

0.0060 oh kepala tukang @ 75,000.00 450.00

0.0018 oh mandor @ 75,000.00 135.00

JUMLAH 8,072.92 6,765.00 14,837.92

J. 6.6.27 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1 "

1.2000 m' Pipa PVC @ 6,520.83 7,825.00

35.0000 % Perlengkapan @ 2,282.29 2,282.29

0.0360 oh pekerja @ 55,000.00 1,980.00

0.0600 oh Tukang Batu @ 70,000.00 4,200.00

0.0060 oh kepala tukang @ 75,000.00 450.00

0.0018 oh mandor @ 75,000.00 135.00

JUMLAH 10,107.29 6,765.00 16,872.29

J. 6.6.28 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 1 1/2 "

1.2000 m' Pipa PVC @ 12,458.33 14,950.00

35.0000 % Perlengkapan @ 4,360.42 4,360.42

0.0360 oh pekerja @ 55,000.00 1,980.00

0.0600 oh Tukang Batu @ 70,000.00 4,200.00

0.0060 oh kepala tukang @ 75,000.00 450.00

0.0018 oh mandor @ 75,000.00 135.00

JUMLAH 19,310.42 6,765.00 26,075.42

J. 6.6.29 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 2"

1.2000 m' Pipa PVC @ 25,775.00 30,930.00

35.0000 % Perlengkapan @ 9,021.25 9,021.25

0.0360 oh pekerja @ 55,000.00 1,980.00

0.0600 oh Tukang Batu @ 70,000.00 4,200.00

0.0060 oh kepala tukang @ 75,000.00 450.00

0.0018 oh mandor @ 75,000.00 135.00

JUMLAH 39,951.25 6,765.00 46,716.25

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J. 6.6.30 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 2 1/2"

1.2000 m' Pipa PVC @ 12,458.33 14,950.00

35.0000 % Perlengkapan @ 4,360.42 4,360.42

0.0360 oh pekerja @ 55,000.00 1,980.00

0.0600 oh Tukang Batu @ 70,000.00 4,200.00

0.0060 oh kepala tukang @ 75,000.00 450.00

0.0018 oh mandor @ 75,000.00 135.00

JUMLAH 19,310.42 6,765.00 26,075.42

J. 6.6.31 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 3"

1.2000 m' Pipa PVC @ 38,500.00 46,200.00

35.0000 % Perlengkapan @ 13,475.00 13,475.00

0.0810 oh pekerja @ 55,000.00 4,455.00

0.1350 oh Tukang Batu @ 70,000.00 9,450.00

0.0135 oh kepala tukang @ 75,000.00 1,012.50

0.0041 oh mandor @ 75,000.00 307.50

JUMLAH 59,675.00 15,225.00 74,900.00

J. 6.6.32 MEMASANG 1M' PIPA PVC TIPE AW DIAMETER 4"

1.2000 m' Pipa PVC @ 37,708.33 45,250.00

35.0000 % Perlengkapan @ 13,197.92 13,197.92

0.0810 oh pekerja @ 55,000.00 4,455.00

0.1350 oh Tukang Batu @ 70,000.00 9,450.00

0.0135 oh kepala tukang @ 75,000.00 1,012.50

0.0041 oh mandor @ 75,000.00 307.50

JUMLAH 58,447.92 15,225.00 73,672.92

J. 6.6.33 MEMASANG 1BH BAK CUCI PIRING STAINLES STEEL

1.0000 bh Bak cuci stainless steel @ 442,916.67 442,916.67

1.0000 set Water drain + Asseories @ 35,000.00 35,000.00

0.0300 oh pekerja @ 55,000.00 1,650.00

0.3000 oh Tukang Batu @ 70,000.00 21,000.00

0.0300 oh kepala tukang @ 75,000.00 2,250.00

0.0015 oh mandor @ 75,000.00 112.50

JUMLAH 230,000.00 25,012.50 255,012.50

J. 6.6.34 MEMASANG 1 BH BAK CUCI PIRING TERASO

1.0000 bh bak cuci teraso @ 293,000.00 293,000.00

1.0000 set Water drain + Asseories @ 35,000.00 35,000.00

20.0000 Kg Semen Portland @ 1,300.00 26,000.00

0.0500 m3 Pasir @ 278,750.00 13,937.50

0.0500 oh Pekerja @ 55,000.00 2,750.00

0.5000 oh Tukang Batu @ 70,000.00 35,000.00

0.0500 oh kepala tukang @ 75,000.00 3,750.00

0.0025 oh mandor @ 75,000.00 187.50

JUMLAH 367,937.50 41,687.50 409,625.00

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J. 6.6.35 MEMASANG 1BH KRAN DIAMETER 3/4" ATAU 1/2"

1.0000 Bh Kran Air @ 25,000.00 25,000.00

0.0250 Bh Seal Tape @ 4,000.00 100.00

0.0100 oh pekerja @ 55,000.00 550.00

0.1000 oh Tukang Batu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0050 oh mandor @ 75,000.00 375.00

JUMLAH 25,100.00 8,675.00 33,775.00

J. 6.6.36 MEMASANG 1BH FLOOR DRAIN

1.0000 Bh Floor drain @ 35,000.00 35,000.00

0.0100 oh pekerja @ 55,000.00 550.00

0.1000 oh Tukang Batu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0050 oh mandor @ 75,000.00 375.00

JUMLAH 35,000.00 8,675.00 43,675.00

K. PEKERJAAN BESI DAN ALUMINIUM

K. 6.6.1 1 KG PASANG RANGKA ATAP BAJA

1.1000 Kg Besi Profil WF @ -

0.0800 Kg Meni Besi @ 20,333.33 1,626.67

0.0060 oh Tukang Besi @ 70,000.00 420.00

0.0600 oh Pekerja @ 55,000.00 3,300.00

0.0060 oh kepala tukang @ 75,000.00 450.00

0.0003 oh mandor @ 75,000.00 22.50

JUMLAH 1,626.67 4,192.50 5,819.17

K. 6.6.2 1 M2 PASANG PINTU BESI BAJA

1.1000 m2 Pintu Besi Baja @ -

0.0060 oh Tukang Besi Konstruksi @ 70,000.00 420.00

0.0600 oh Pekerja @ 55,000.00 3,300.00

0.0060 oh kepala tukang @ 75,000.00 450.00

0.0003 oh mandor @ 75,000.00 22.50

JUMLAH - 4,192.50 4,192.50

K. 6.6.3 1 M2 PASANG JENDELA BESI

1.0000 m2 Jendela Besi @ -

1.0500 oh Tukang Besi Konstruksi @ 70,000.00 73,500.00

1.0500 oh Pekerja @ 55,000.00 57,750.00

0.1050 oh kepala tukang @ 75,000.00 7,875.00

0.0053 oh mandor @ 75,000.00 393.75

JUMLAH - 139,518.75 139,518.75

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K. 6.6.4 1 M2 PASANG JENDELA BESI TAHAN API

1.0000 m2 Jendela Besi tahan api @ -

1.2000 oh Tukang Besi Konstruksi @ 70,000.00 84,000.00

1.0220 oh Pekerja @ 55,000.00 56,210.00

0.1200 oh kepala tukang @ 75,000.00 9,000.00

0.0060 oh mandor @ 75,000.00 450.00

JUMLAH - 149,660.00 149,660.00

K. 6.6.5 1 M2 PASANG PINTU GULUNG BESI

1.0000 m2 Pintu Gulung besi @ -

1.2000 oh Tukang Besi Konstruksi @ 70,000.00 84,000.00

1.2000 oh Pekerja @ 55,000.00 66,000.00

0.1200 oh kepala tukang @ 75,000.00 9,000.00

0.0060 oh mandor @ 75,000.00 450.00

JUMLAH - 159,450.00 159,450.00

K. 6.6.6 1 M2 PASANG PINTU LIPAT

1.1000 m2 Pintu Lipat @ -

0.0060 oh Tukang Besi Konstruksi @ 70,000.00 420.00

0.0600 oh Pekerja @ 55,000.00 3,300.00

0.0060 oh kepala tukang @ 75,000.00 450.00

0.0003 oh mandor @ 75,000.00 22.50

JUMLAH - 4,192.50 4,192.50

K. 6.6.7 1 M2 PASANG PINTU SUNSCREEN ALLUMUNIUM

1.0000 m2 Sunscreen Allumunium @ -

0.8000 oh Tukang Besi Konstruksi @ 70,000.00 56,000.00

0.0800 oh Pekerja @ 55,000.00 4,400.00

0.0800 oh kepala tukang @ 75,000.00 6,000.00

0.0040 oh mandor @ 75,000.00 300.00

JUMLAH - 66,700.00 66,700.00

K. 6.6.8 1 M2 PASANG ROLLING DOOR

1.0000 m2 Roll Door @ -

1.5000 oh Tukang Besi Konstruksi @ 70,000.00 105,000.00

1.0500 oh Pekerja @ 55,000.00 57,750.00

0.1050 oh kepala tukang @ 75,000.00 7,875.00

0.0052 oh mandor @ 75,000.00 390.00

JUMLAH - 171,015.00 171,015.00

K. 6.6.9 1 M2 PASANG PINTU ALLUMUNIUM

1.0000 m2 Pintu Allumunium @ -

1.0500 oh Tukang Besi Konstruksi @ 70,000.00 73,500.00

1.0500 oh Pekerja @ 55,000.00 57,750.00

0.1050 oh kepala tukang @ 75,000.00 7,875.00

0.0052 oh mandor @ 75,000.00 390.00

JUMLAH - 139,515.00 139,515.00

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K. 6.6.10 1 M2 PASANG VENETIONS BLINDS

1.0000 m2 Venetions Blinds @ -

0.3500 oh Tukang kayu @ 70,000.00 24,500.00

0.3500 oh Pekerja @ 55,000.00 19,250.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

0.0018 oh mandor @ 75,000.00 131.25

JUMLAH - 46,506.25 46,506.25

K. 6.6.11 1 M2 PASANG VERTIKALS BLINDS

1.0000 m2 Vertikals blinds @ -

0.3500 oh Tukang Kayu @ 70,000.00 24,500.00

0.3500 oh Pekerja @ 55,000.00 19,250.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

0.0018 oh mandor @ 75,000.00 131.25

JUMLAH - 46,506.25 46,506.25

K. 6.6.12 1 M2 PASANG TERALI BESI

11.5000 m2 Besi Strip 2 x 3 @ 31,800.00 365,700.00

1.2000 oh Tukang Besi Konstruksi @ 70,000.00 84,000.00

1.2000 oh Pekerja @ 55,000.00 66,000.00

0.0120 oh kepala tukang @ 75,000.00 900.00

0.0006 oh mandor @ 75,000.00 45.00

JUMLAH 365,700.00 150,945.00 516,645.00

K. 6.6.13 1 M2 PASANG KAWAT HARMONIKA

1.1000 m2 kawat harmonika @ 28,350.00 31,185.00

0.0200 kg paku biasa 1/2" - 1" @ 15,583.33 311.67

0.0018 m3 papan ky meranti @ 2,300,000.00 4,140.00

0.1000 oh pekerja @ 55,000.00 5,500.00

0.1000 oh tukang kayu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0005 oh mandor @ 75,000.00 37.50

JUMLAH 43,624.13 10,630.00 54,254.13

K. 6.6.14 1 M2 PASANG KAWAT NYAMUK

1.1000 m2 kawat nyamuk @ 25,000.00 27,500.00

0.0200 kg paku biasa 1/2" - 1" @ 15,583.33 311.67

0.0018 m3 papan ky meranti @ 2,300,000.00 4,140.00

0.1000 oh pekerja @ 55,000.00 5,500.00

0.1000 oh tukang kayu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0005 oh mandor @ 75,000.00 37.50

JUMLAH 31,951.67 13,287.50 45,239.17

K. 6.6.15 1 M2 PASANG KAWAT KASSA

1.1000 m2 kawat kassa @ 7,750.00 8,525.00

0.0200 kg paku biasa 1/2" - 1" @ 15,583.33 311.67

0.0018 m3 kayu bengkirai papan @ 2,300,000.00 4,140.00

0.1000 oh pekerja @ 55,000.00 5,500.00

0.1000 oh tukang kayu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0005 oh mandor @ 75,000.00 37.50

JUMLAH 12,976.67 13,287.50 26,264.17

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K. 6.6.16 1 M2 PASANG KAWAT BURUNG

1.1000 m2 kawat Burung @ 107,300.00 118,030.00

0.0200 kg paku biasa 1/2" - 1" @ 15,583.33 311.67

0.0018 m3 kayu bengkirai papan @ 6,000,000.00 10,800.00

0.1000 oh pekerja @ 55,000.00 5,500.00

0.1000 oh tukang kayu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0005 oh mandor @ 75,000.00 37.50

JUMLAH 129,141.67 13,287.50 142,429.17

K. 6.6.17 1 M2 PASANG JENDELA NAKO & TRALIS

1.1000 m2 Jendela Nako @ 326,700.00 359,370.00

0.0200 kg paku biasa 1/2" - 1" @ 15,583.33 311.67

0.0250 m3 Besi Strip @ 31,800.00 795.00

0.2000 oh pekerja @ 55,000.00 11,000.00

0.2000 oh tukang kayu @ 70,000.00 14,000.00

0.0200 oh kepala tukang @ 75,000.00 1,500.00

0.0010 oh mandor @ 75,000.00 75.00

JUMLAH 360,476.67 26,575.00 387,051.67

K. 6.6.18 1 M' PASANG TALANG DATAR, SENG BLJS 28

0.5000 Lbr Seng plat 3' x 6' bljs 28 @ 45,833.33 22,916.67

0.0150 kg paku biasa 1/2" - 1" @ 15,583.33 233.75

0.0096 m3 Kayu ulin, papan @ 5,400,000.00 51,840.00

0.2500 kg Flincote / Meni Besi @ 37,666.67 9,416.67

0.1500 oh pekerja @ 55,000.00 8,250.00

0.4000 oh tukang kayu @ 70,000.00 28,000.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0013 oh mandor @ 75,000.00 93.75

JUMLAH 84,407.08 38,218.75 122,625.83

K. 6.6.19 1 M' PASANG TALANG MIRING, SENG BLJS 28

0.5000 Lbr Seng plat 3' x 6' bljs 28 @ 45,833.33 22,916.67

0.0150 kg paku biasa 1/2" - 1" @ 15,583.33 233.75

0.0190 m3 Kayu ulin, papan @ 5,400,000.00 102,600.00

0.3000 kg Flincote / Meni Besi @ 37,666.67 11,300.00

0.0400 oh pekerja @ 55,000.00 2,200.00

0.4000 oh tukang kayu @ 70,000.00 28,000.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0013 oh mandor @ 75,000.00 93.75

JUMLAH 137,050.42 32,168.75 169,219.17

K. 6.6.20 1 M' PASANG TALANG 1/2 LINGKARAN D-10 CM. SENG BJLS 28

0.3000 lbr Seng plat 3' x 6' bljs 28 @ 45,833.33 13,750.00

0.1000 kg paku biasa 1/2" - 1" @ 15,583.33 1,558.33

0.0190 m3 Kayu ulin, papan @ 5,400,000.00 102,600.00

0.5000 kg besi Strip @ 31,800.00 15,900.00

0.1500 oh pekerja @ 55,000.00 8,250.00

0.2500 oh tukang kayu @ 70,000.00 17,500.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0013 oh mandor @ 75,000.00 93.75

JUMLAH 133,808.33 27,718.75 161,527.08

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K. 6.6.21 1 M' PASANG TALANG 1/2 LINGKARAN D-10 CM. SENG BJLS 24

0.5000 m2 Seng plat 3' x 6' bljs 28 @ 45,833.33 22,916.67

0.0150 kg paku biasa 1/2" - 1" @ 15,583.33 233.75

0.0190 m3 Kayu ulin, papan @ 5,400,000.00 102,600.00

0.3000 kg besi Strip @ 31,800.00 9,540.00

0.0400 oh pekerja @ 55,000.00 2,200.00

0.4000 oh tukang kayu @ 70,000.00 28,000.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0013 oh mandor @ 75,000.00 93.75

JUMLAH 135,290.42 32,168.75 167,459.17

L. PEKERJAAN KUNCI DAN KACA

L. 6.6.1 1 BUAH PASANG KUNCI TANAM ANTIK

1.0000 Bh Kunci tanam antik @ - -

0.0600 oh Pekerja @ 55,000.00 3,300.00

0.6000 oh Tukang Kayu @ 70,000.00 42,000.00

0.0600 oh kepala tukang @ 75,000.00 4,500.00

0.0030 oh mandor @ 75,000.00 225.00

JUMLAH - 50,025.00 50,025.00

L. 6.6.2 1 BUAH PASANG KUNCI TANAM BIASA

1.0000 Bh Kunci tanam biasa @ - -

0.0100 oh Pekerja @ 55,000.00 550.00

0.0500 oh Tukang Kayu @ 70,000.00 3,500.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0050 oh mandor @ 75,000.00 375.00

JUMLAH - 5,175.00 5,175.00

L. 6.6.3 1 BUAH PASANG KUNCI KAMAR MANDI

1.0000 Bh Kunci tanam kamar mandi @ - -

0.0050 oh Pekerja @ 55,000.00 275.00

0.5000 oh Tukang Kayu @ 70,000.00 35,000.00

0.0050 oh kepala tukang @ 75,000.00 375.00

0.0025 oh mandor @ 75,000.00 187.50

JUMLAH - 35,837.50 35,837.50

L. 6.6.4 1 BUAH PASANG KUNCI SILINDER

1.0000 Bh Kunci Silinder @ -

0.0050 oh Pekerja @ 55,000.00 275.00

0.5000 oh Tukang Kayu @ 70,000.00 35,000.00

0.0050 oh kepala tukang @ 75,000.00 375.00

0.0003 oh mandor @ 75,000.00 18.75

JUMLAH - 35,668.75 28,040.00

L. 6.6.5 1 BUAH PASANG ENGSEL PINTU

1.0000 Bh Engsel Pintu @ 27,527.78 27,527.78

0.0150 oh Pekerja @ 55,000.00 825.00

0.1500 oh Tukang Kayu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0008 oh mandor @ 75,000.00 56.25

JUMLAH 27,527.78 12,506.25 40,034.03

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L. 6.6.6 1 BUAH PASANG ENGSEL JENDELA KUPU - KUPU

1.0000 Bh Engsel Jendela @ 15,416.67 15,416.67

0.0100 oh Pekerja @ 55,000.00 550.00

0.1000 oh Tukang Kayu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0005 oh mandor @ 75,000.00 37.50

JUMLAH 15,416.67 8,337.50 23,754.17

L. 6.6.7 1 BUAH PASANG ENGSEL ANGIN

1.0000 Bh Engsel angin @ -

0.0200 oh Pekerja @ 55,000.00 1,100.00

0.2000 oh Tukang Kayu @ 70,000.00 14,000.00

0.0200 oh kepala tukang @ 75,000.00 1,500.00

0.0100 oh mandor @ 75,000.00 750.00

JUMLAH - 17,350.00 17,350.00

L. 6.6.8 1 BUAH PASANG SPRING KNIP

1.0000 Bh Spring Knip @ -

0.0150 oh Pekerja @ 55,000.00 825.00

0.1500 oh Tukang Kayu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0008 oh mandor @ 75,000.00 56.25

JUMLAH - 12,506.25 12,506.25

L. 6.6.9 1 BUAH PASANG KAIT ANGIN

1.0000 Bh Kait angin @ 12,000.00 12,000.00

0.0150 oh Pekerja @ 55,000.00 825.00

0.1500 oh Tukang Kayu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0008 oh mandor @ 75,000.00 56.25

JUMLAH 12,000.00 12,506.25 24,506.25

L. 6.6.10 1 BUAH PASANG DOOR CLOSER

1.0000 Bh Door Closer @ -

0.0500 oh Pekerja @ 55,000.00 2,750.00

0.5000 oh Tukang Kayu @ 70,000.00 35,000.00

0.0500 oh kepala tukang @ 75,000.00 3,750.00

0.0025 oh mandor @ 75,000.00 187.50

JUMLAH - 41,687.50 41,687.50

L. 6.6.11 1 BUAH PASANG KUNCI SELOT

1.0000 Bh Kunci selot @ -

0.0200 oh Pekerja @ 55,000.00 1,100.00

0.2000 oh Tukang Kayu @ 70,000.00 14,000.00

0.0200 oh kepala tukang @ 75,000.00 1,500.00

0.0010 oh mandor @ 75,000.00 75.00

JUMLAH - 16,675.00 16,675.00

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L. 6.6.12 1 BUAH PASANG PEGANGAN PINTU / DOOR HOLDER

1.0000 Bh Door Holder @ -

0.0500 oh Pekerja @ 55,000.00 2,750.00

0.5000 oh Tukang Kayu @ 70,000.00 35,000.00

0.0500 oh kepala tukang @ 75,000.00 3,750.00

0.0025 oh mandor @ 75,000.00 187.50

JUMLAH - 41,687.50 41,687.50

L. 6.6.13 1 BUAH PASANG DOOR STOP

1.0000 Bh Door Stop @ -

0.0100 oh Pekerja @ 55,000.00 550.00

0.1000 oh Tukang Kayu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0005 oh mandor @ 75,000.00 37.50

JUMLAH - 8,337.50 8,337.50

L. 6.6.14 1 BUAH PASANG REL PINTU DORONG

1.0000 Bh Rel pintu dorong @ -

0.0600 oh Pekerja @ 55,000.00 3,300.00

0.6000 oh Tukang Kayu @ 70,000.00 42,000.00

0.0600 oh kepala tukang @ 75,000.00 4,500.00

0.0030 oh mandor @ 75,000.00 225.00

JUMLAH - 50,025.00 50,025.00

L. 6.6.15 1 BUAH PASANG KUNCI LEMARI

1.0000 Bh Kunci Lemari @ 25,000.00 25,000.00

0.0250 oh Pekerja @ 55,000.00 1,375.00

0.2500 oh Tukang Kayu @ 70,000.00 17,500.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0013 oh mandor @ 75,000.00 93.75

JUMLAH 25,000.00 20,843.75 45,843.75

L. 6.6.16 1 M2 PASANG KACA, TEBAL 3 MM

1.1000 m2 kaca @ 84,700.00 93,170.00

0.0150 oh Pekerja @ 55,000.00 825.00

0.1500 oh Tukang Kayu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0008 oh mandor @ 75,000.00 56.25

JUMLAH 93,170.00 12,506.25 105,676.25

L. 6.6.17 1 M2 PASANG KACA, TEBAL 5 MM

1.1000 m2 Kaca @ 102,300.00 112,530.00

0.0150 oh Pekerja @ 55,000.00 825.00

0.1500 oh Tukang Kayu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0008 oh mandor @ 75,000.00 56.25

JUMLAH 112,530.00 12,506.25 125,036.25

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L. 6.6.18 1 M2 PASANG KACA, TEBAL 8 MM 16,000.00

1.1000 m2 Kaca @ 127,000.00 139,700.00

0.0165 oh Pekerja @ 55,000.00 907.50

0.1650 oh Tukang Kayu @ 70,000.00 11,550.00

0.0165 oh kepala tukang @ 75,000.00 1,237.50

0.0008 oh mandor @ 75,000.00 56.25

JUMLAH 139,700.00 13,751.25 153,451.25

L. 6.6.19 1 M2 PASANG KACA GELAP, TEBAL 5 MM

1.1000 m2 kaca gelap @ 127,000.00 139,700.00

0.0500 kg Sealent @ 35,000.00 1,750.00

0.0250 oh Pekerja @ 55,000.00 1,375.00

0.2500 oh Tukang Kayu @ 70,000.00 17,500.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0013 oh mandor @ 75,000.00 93.75

JUMLAH 141,450.00 20,843.75 162,293.75

L. 6.6.20 1 M2 PASANG KACA CERMIN, TEBAL 5 MM

1.1000 m2 Kaca cermin @ 114,000.00 125,400.00

0.0150 oh Pekerja @ 55,000.00 825.00

0.1500 oh Tukang Kayu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0008 oh mandor @ 75,000.00 56.25

JUMLAH 125,400.00 12,506.25 137,906.25

L. 6.6.21 1 M2 PASANG KACA CERMIN, TEBAL 6 MM

1.1000 m2 Kaca cermin @ 114,000.00 125,400.00

0.0150 oh Pekerja @ 55,000.00 825.00

0.1500 oh Tukang Kayu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0008 oh mandor @ 75,000.00 56.25

JUMLAH 125,400.00 12,506.25 137,906.25

L. 6.6.22 1 M2 PASANG KACA CERMIN, TEBAL 8 MM

1.0000 m2 Kaca cermin @ 152,000.00 152,000.00

0.0165 oh Pekerja @ 55,000.00 907.50

0.1650 oh Tukang Kayu @ 70,000.00 11,550.00

0.0165 oh kepala tukang @ 75,000.00 1,237.50

0.0008 oh mandor @ 75,000.00 60.00

JUMLAH 152,000.00 13,755.00 165,755.00

L. 6.6.23 1 M2 PASANG KACA " WIREGLASS", TEBAL 5 MM

1.1000 m2 Kaca Wireglass @ -

0.0150 oh Pekerja @ 55,000.00 825.00

0.1500 oh Tukang Kayu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0008 oh mandor @ 75,000.00 56.25

JUMLAH - 12,506.25 12,506.25

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L. 6.6.24 1 M2 PASANG KACA PATRI, TEBAL 5 MM

1.1000 m2 Kaca Patri @ 400,000.00 440,000.00

0.0150 oh Pekerja @ 55,000.00 825.00

0.1500 oh Tukang Kayu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0008 oh mandor @ 75,000.00 56.25

JUMLAH 440,000.00 12,506.25 452,506.25

M. PEKERJAAN PENUTUP LANTAI & DINDING

M.6.6.1 1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 40 X 40 CM

0.04 6.6300 Bh Ubin abu-abu 40 x 40 cm @ 7,466.06 49,500.00

9.8000 kg Semen portland @ 1,300.00 12,740.00

0.0215 m3 Pasir pasang @ 278,750.00 5,993.12

0.2500 oh pekerja @ 55,000.00 13,750.00

0.1200 oh tukang batu @ 70,000.00 8,400.00

0.0120 oh kepala tukang @ 75,000.00 900.00

0.0125 oh mandor @ 75,000.00 937.50

JUMLAH 68,233.13 23,987.50 92,220.63

M.6.6.2 1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 30 X 30 CM

0.09 11.8700 Bh Ubin abu-abu 30 x 30 cm @ 3,454.09 41,000.00

10.0000 kg semen portland @ 1,300.00 13,000.00

0.0215 m3 pasir pasang @ 278,750.00 5,993.12

0.2600 oh pekerja @ 55,000.00 14,300.00

0.1250 oh tukang batu @ 70,000.00 8,750.00

0.0125 oh kepala tukang @ 75,000.00 937.50

0.0130 oh mandor @ 75,000.00 975.00

JUMLAH 59,993.13 24,962.50 84,955.63

M.6.6.3 1 M2 PASANG LANTAI UBIN PC ABU-ABU UKURAN 20 X 20 CM

0.09 26.5000 Bh Ubin abu-abu 20 x 20 cm @ 1,660.38 44,000.00

10.4000 kg semen portland @ 1,300.00 13,520.00

0.0135 m3 pasir pasang @ 278,750.00 3,763.13

0.2700 oh pekerja @ 55,000.00 14,850.00

0.1300 oh tukang batu @ 70,000.00 9,100.00

0.0130 oh kepala tukang @ 75,000.00 975.00

0.0135 oh mandor @ 75,000.00 1,012.50

JUMLAH 61,283.13 25,937.50 87,220.63

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M.6.6.4 1 M2 PASANG LANTAI UBIN WARNA UKURAN 40 X 40 CM

0.09 6.6300 Bh Ubin Warna 40 x 40 cm @ 7,466.06 49,500.00

8.1600 kg semen portland @ 1,300.00 10,608.00

0.0230 m3 pasir pasang @ 278,750.00 6,411.25

0.9000 kg Semen warna @ 1,947.92 1,753.13

0.2500 oh pekerja @ 55,000.00 13,750.00

0.1200 oh tukang batu @ 70,000.00 8,400.00

0.0120 oh kepala tukang @ 75,000.00 900.00

0.0125 oh mandor @ 75,000.00 937.50

JUMLAH 68,272.38 23,987.50 92,259.88

M.6.6.5 1 M2 PASANG LANTAI UBIN WARNA UKURAN 30 x 30 CM

0.09 11.8700 Bh Ubin Warna 30 x 30 cm @ 3,117.10 37,000.00

8.3600 kg semen portland @ 1,300.00 10,868.00

0.0230 m3 pasir pasang @ 278,750.00 6,411.25

0.9000 kg Semen warna @ 1,947.92 1,753.13

0.2500 oh pekerja @ 55,000.00 13,750.00

0.1200 oh tukang batu @ 70,000.00 8,400.00

0.0120 oh kepala tukang @ 75,000.00 900.00

0.0125 oh mandor @ 75,000.00 937.50

JUMLAH 56,032.38 23,987.50 80,019.88

M.6.6.6 1 M2 PASANG LANTAI UBIN WARNA UKURAN 20 x 20 CM

0.09 26.5000 Bh Ubin Warna 20 x 20 cm @ 1,660.38 44,000.00

8.7600 kg semen portland @ 1,300.00 11,388.00

0.0230 m3 pasir pasang @ 278,750.00 6,411.25

0.9000 kg Semen warna @ 1,947.92 1,753.13

0.2700 oh pekerja @ 55,000.00 14,850.00

0.1300 oh tukang batu @ 70,000.00 9,100.00

0.0130 oh kepala tukang @ 75,000.00 975.00

0.0135 oh mandor @ 75,000.00 1,012.50

JUMLAH 63,552.38 25,937.50 89,489.88

M.6.6.7 1 M2 PASANG LANTAI UBIN TERASO UKURAN 40 x 40 CM

0.09 6.2500 Bh Ubin teraso 40 x 40 cm @ 10,000.00 62,500.00

8.8000 kg semen portland @ 1,300.00 11,440.00

0.0215 m3 pasir pasang @ 278,750.00 5,993.12

0.9000 kg Semen warna @ 1,947.92 1,753.13

0.2500 oh pekerja @ 55,000.00 13,750.00

0.1200 oh tukang batu @ 70,000.00 8,400.00

0.0120 oh kepala tukang @ 75,000.00 900.00

0.0125 oh mandor @ 75,000.00 937.50

JUMLAH 81,686.25 23,987.50 105,673.75

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M.6.6.8 1 M2 PASANG LANTAI UBIN TERASO UKURAN 30 x 30 CM

0.09 11.8700 Bh Ubin teraso 30 x 30 cm @ 6,000.00 71,220.00

10.0000 kg semen portland @ 1,300.00 13,000.00

0.0215 m3 pasir pasang @ 278,750.00 5,993.12

1.5400 kg Semen warna @ 1,947.92 2,999.79

0.2600 oh pekerja @ 55,000.00 14,300.00

0.1250 oh tukang batu @ 70,000.00 8,750.00

0.0125 oh kepala tukang @ 75,000.00 937.50

0.0130 oh mandor @ 75,000.00 975.00

JUMLAH 93,212.92 24,962.50 118,175.42

M.6.6.9 1 M2 PASANG LANTAI UBIN GRANITO UKURAN 40 X 40 CM

0.09 6.9300 Bh Ubin granito 40 x 40 cm @ 15,000.00 103,950.00

9.8000 kg semen portland @ 1,300.00 12,740.00

0.0215 m3 pasir pasang @ 278,750.00 5,993.12

1.3000 kg Semen warna @ 1,947.92 2,532.29

0.2500 oh pekerja @ 55,000.00 13,750.00

0.1200 oh tukang batu @ 70,000.00 8,400.00

0.0120 oh kepala tukang @ 75,000.00 900.00

0.0125 oh mandor @ 75,000.00 937.50

JUMLAH 125,215.42 23,987.50 149,202.92

M.6.6.10 1 M2 PASANG LANTAI UBIN GRANITO UKURAN 30 X 30 CM

0.09 11.8700 Bh Ubin granito 30 x 30 cm @ 9,000.00 106,830.00

10.0000 kg semen portland @ 1,300.00 13,000.00

0.0215 m3 pasir pasang @ 278,750.00 5,993.12

1.5000 kg Semen warna @ 1,947.92 2,921.88

0.2600 oh pekerja @ 55,000.00 14,300.00

0.1250 oh tukang batu @ 70,000.00 8,750.00

0.0125 oh kepala tukang @ 75,000.00 937.50

0.0130 oh mandor @ 75,000.00 975.00

JUMLAH 128,745.00 24,962.50 153,707.50

M.6.6.11 1 M2 PASANG LANTAI UBIN TERALUX KERANG UKURAN 40 X 40 CM

0.09 6.2500 Bh Ubin teralux terang 40 x 40 cm @ -

8.8000 kg semen portland @ 1,300.00 11,440.00

0.0215 m3 pasir pasang @ 278,750.00 5,993.12

1.3000 kg Semen warna @ 1,947.92 2,532.29

0.2500 oh pekerja @ 55,000.00 13,750.00

0.1200 oh tukang batu @ 70,000.00 8,400.00

0.0120 oh kepala tukang @ 75,000.00 900.00

0.0125 oh mandor @ 75,000.00 937.50

JUMLAH 19,965.42 23,987.50 43,952.92

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M.6.6.12 1 M2 PASANG LANTAI UBIN TERALUX TERANG UKURAN 30 X 30 CM

0.09 11.8070 Bh Ubin teralux terang 30 x 30 cm @ -

10.0000 kg semen portland @ 1,300.00 13,000.00

0.0215 m3 pasir pasang @ 278,750.00 5,993.12

1.1250 kg Semen warna @ 1,947.92 2,191.41

0.2500 oh pekerja @ 55,000.00 13,750.00

0.1200 oh tukang batu @ 70,000.00 8,400.00

0.0120 oh kepala tukang @ 75,000.00 900.00

0.0125 oh mandor @ 75,000.00 937.50

JUMLAH 21,184.53 23,987.50 45,172.03

M.6.6.13 1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 60 X 60 CM

0.09 5.6000 Bh Ubin teralux marmer 60 x 60 cm @ -

8.1900 kg semen portland @ 1,300.00 10,647.00

0.0450 m3 pasir pasang @ 278,750.00 12,543.75

1.0000 kg Semen warna @ 1,947.92 1,947.92

0.2500 oh pekerja @ 55,000.00 13,750.00

0.1200 oh tukang batu @ 70,000.00 8,400.00

0.0120 oh kepala tukang @ 75,000.00 900.00

0.0125 oh mandor @ 75,000.00 937.50

JUMLAH 25,138.67 23,987.50 49,126.17

M.6.6.14 1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 40 X 40 CM

0.09 6.2500 Bh Ubin teralux marmer 40 x 40 cm @ -

8.8000 kg semen portland @ 1,300.00 11,440.00

0.0215 m3 pasir pasang @ 278,750.00 5,993.12

1.3000 kg Semen warna @ 1,947.92 2,532.29

0.6720 oh pekerja @ 55,000.00 36,960.00

0.2240 oh tukang batu @ 70,000.00 15,680.00

0.0220 oh kepala tukang @ 75,000.00 1,650.00

0.0340 oh mandor @ 75,000.00 2,550.00

JUMLAH 19,965.42 56,840.00 76,805.42

M.6.6.15 1 M2 PASANG LANTAI UBIN TERALUX MARMER UKURAN 30 X 30 CM

0.09 11.8700 Bh Ubin teralux marmer 30 x 30 cm @ -

10.0000 kg semen portland @ 1,300.00 13,000.00

0.0250 m3 pasir pasang @ 278,750.00 6,968.75

1.5000 kg Semen warna @ 1,947.92 2,921.88

0.7000 oh pekerja @ 55,000.00 38,500.00

0.3400 oh tukang batu @ 70,000.00 23,800.00

0.0340 oh kepala tukang @ 75,000.00 2,550.00

0.0350 oh mandor @ 75,000.00 2,625.00

JUMLAH 22,890.63 67,475.00 90,365.63

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M.6.6.16 1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 15 X 20 CM

0.09 5.3000 Bh Plint Ubin 15 x 20 cm @ 1,660.38 8,800.00

1.5600 kg semen portland @ 1,300.00 2,028.00

0.0040 m3 pasir pasang @ 278,750.00 1,115.00

0.0600 oh pekerja @ 55,000.00 3,300.00

0.0300 oh tukang batu @ 70,000.00 2,100.00

0.0030 oh kepala tukang @ 75,000.00 225.00

0.0030 oh mandor @ 75,000.00 225.00

JUMLAH 11,943.00 5,850.00 17,793.00

M.6.6.17 1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 10 X 30 CM

0.09 3.5300 Bh Plint Ubin 10 x 30 cm @ 1,151.36 4,064.31

1.5600 kg semen portland @ 1,300.00 2,028.00

0.0030 m3 pasir pasang @ 278,750.00 836.25

0.0600 oh pekerja @ 55,000.00 3,300.00

0.0300 oh tukang batu @ 70,000.00 2,100.00

0.0030 oh kepala tukang @ 75,000.00 225.00

0.0030 oh mandor @ 75,000.00 225.00

JUMLAH 6,928.56 5,850.00 12,778.56

M.6.6.18 1 M' PASANG PLINT UBIN PC ABU-ABU UKURAN 10 X 40 CM

0.09 2.6500 Bh Plint Ubin 10 x 40 cm @ 1,866.52 4,946.27

1.5600 kg semen portland @ 1,300.00 2,028.00

0.0030 m3 pasir pasang @ 278,750.00 836.25

0.0600 oh pekerja @ 55,000.00 3,300.00

0.0300 oh tukang batu @ 70,000.00 2,100.00

0.0030 oh kepala tukang @ 75,000.00 225.00

0.0030 oh mandor @ 75,000.00 225.00

JUMLAH 7,810.52 5,850.00 13,660.52

M.6.6.19 1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 20 CM

0.09 5.3000 Bh Plint Ubin Pc Warna 10 x 20 cm @ 830.19 4,400.00

1.2000 kg semen portland @ 1,300.00 1,560.00

0.0030 m3 pasir pasang @ 278,750.00 836.25

0.1900 kg Semen warna @ 9,833.33 1,868.33

0.0600 oh pekerja @ 70,000.00 4,200.00

0.0300 oh tukang batu @ 70,000.00 2,100.00

0.0030 oh kepala tukang @ 75,000.00 225.00

0.0030 oh mandor @ 75,000.00 225.00

JUMLAH 8,664.58 6,750.00 15,414.58

M.6.6.20 1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 30 CM

0.09 3.3300 Bh Plint Ubin Pc Warna 10 x 30 cm @ 1,039.03 3,459.98

1.6500 kg semen portland @ 1,300.00 2,145.00

0.0032 m3 pasir pasang @ 278,750.00 892.00

0.1000 kg Semen warna @ 9,833.33 983.33

0.0600 oh pekerja @ 55,000.00 3,300.00

0.0300 oh tukang batu @ 70,000.00 2,100.00

0.0030 oh kepala tukang @ 75,000.00 225.00

0.0030 oh mandor @ 75,000.00 225.00

JUMLAH 7,480.32 5,850.00 13,330.32

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M.6.6.21 1 M' PASANG PLINT UBIN PC WARNA UKURAN 10 X 40 CM

0.09 2.6500 Bh Plint Ubin Pc Warna 10 x 40 cm @ 1,866.52 4,946.27

1.2000 kg semen portland @ 1,300.00 1,560.00

0.0030 m3 pasir pasang @ 278,750.00 836.25

0.1000 kg Semen warna @ 9,833.33 983.33

0.0800 oh pekerja @ 55,000.00 4,400.00

0.0400 oh tukang batu @ 70,000.00 2,800.00

0.0040 oh kepala tukang @ 75,000.00 300.00

0.0040 oh mandor @ 75,000.00 300.00

JUMLAH 8,325.85 7,800.00 16,125.85

M.6.6.22 1 M' PASANG PLINT UBIN TERASO UKURAN 10 X 30 CM

0.09 3.5300 Bh Plint Ubin Teraso 10 x 30 cm @ 2,000.00 7,060.00

1.5600 kg semen portland @ 1,300.00 2,028.00

0.0030 m3 pasir pasang @ 278,750.00 836.25

0.1900 kg Semen warna @ 9,833.33 1,868.33

0.0800 oh pekerja @ 55,000.00 4,400.00

0.0400 oh tukang batu @ 70,000.00 2,800.00

0.0040 oh kepala tukang @ 75,000.00 300.00

0.0040 oh mandor @ 75,000.00 300.00

JUMLAH 11,792.58 7,800.00 19,592.58

M.6.6.23 1 M' PASANG PLINT UBIN TERASO UKURAN 10 X 40 CM

0.09 2.6500 Bh Plint Ubin Teraso 10 x 40 cm @ 2,500.00 6,625.00

1.2000 kg semen portland @ 1,300.00 1,560.00

0.0030 m3 pasir pasang @ 278,750.00 836.25

1.0000 kg Semen warna @ 9,833.33 9,833.33

0.0800 oh pekerja @ 55,000.00 4,400.00

0.0400 oh tukang batu @ 70,000.00 2,800.00

0.0040 oh kepala tukang @ 75,000.00 300.00

0.0040 oh mandor @ 75,000.00 300.00

JUMLAH 18,854.58 7,800.00 26,654.58

M.6.6.24 1 M' PASANG PLINT UBIN GRANITO UKURAN 10 X 40 CM

0.09 2.6500 Bh Plint Ubin Granito 10 x 40 cm @ 3,750.00 9,937.50

1.2000 kg semen portland @ 1,300.00 1,560.00

0.0030 m3 pasir pasang @ 278,750.00 836.25

1.0000 kg Semen warna @ 9,833.33 9,833.33

0.0600 oh pekerja @ 55,000.00 3,300.00

0.0300 oh tukang batu @ 70,000.00 2,100.00

0.0030 oh kepala tukang @ 75,000.00 225.00

0.0030 oh mandor @ 75,000.00 225.00

JUMLAH 22,167.08 5,850.00 28,017.08

Page 102: Analisa Cika'11

M.6.6.25 1 M' PASANG PLINT UBIN GRANITO UKURAN 10 X 30 CM

0.09 3.3300 Bh Plint Ubin Granito 10 x 30 cm @ 3,000.00 9,990.00

1.6500 kg semen portland @ 1,300.00 2,145.00

0.0032 m3 pasir pasang @ 278,750.00 892.00

0.1000 kg Semen warna @ 9,833.33 983.33

0.9000 oh pekerja @ 55,000.00 49,500.00

0.0900 oh tukang batu @ 70,000.00 6,300.00

0.0090 oh kepala tukang @ 75,000.00 675.00

0.0045 oh mandor @ 75,000.00 337.50

JUMLAH 14,010.33 56,812.50 70,822.83

M.6.6.26 1M' PASANG PLINT UBIN TERALUX KERANG UKURAN 10 X 40 CM

0.09 2.5000 Bh plint Ubin teralux kerang 10 x 40 cm @ - -

1.6500 kg semen portland @ 1,300.00 2,145.00

0.0032 m3 pasir pasang @ 278,750.00 892.00

0.1000 kg Semen warna @ 9,833.33 983.33

0.9000 oh pekerja @ 55,000.00 49,500.00

0.0900 oh tukang batu @ 70,000.00 6,300.00

0.0090 oh kepala tukang @ 75,000.00 675.00

0.0045 oh mandor @ 75,000.00 337.50

JUMLAH 4,020.33 56,812.50 60,832.83

M.6.6.27 1 M' PASANG PLINT UBIN TERALUX KERANG UKURAN 10 X 30 CM

0.09 3.3300 Bh plint Ubin teralux kerang 10 x 30 cm @ - -

1.6500 kg semen portland @ 1,300.00 2,145.00

0.0032 m3 pasir pasang @ 278,750.00 892.00

0.1000 kg Semen warna @ 9,833.33 983.33

0.9000 oh pekerja @ 55,000.00 49,500.00

0.0900 oh tukang batu @ 70,000.00 6,300.00

0.0090 oh kepala tukang @ 75,000.00 675.00

0.0045 oh mandor @ 75,000.00 337.50

JUMLAH 4,020.33 56,812.50 60,832.83

M.6.6.28 1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 60 CM

0.09 1.7000 Bh Plint Ubin teralux marmer 10 x 60 cm @ - -

1.6500 kg semen portland @ 1,300.00 2,145.00

0.0032 m3 pasir pasang @ 278,750.00 892.00

0.1000 kg Semen warna @ 9,833.33 983.33

0.9000 oh pekerja @ 55,000.00 49,500.00

0.0900 oh tukang batu @ 70,000.00 6,300.00

0.0090 oh kepala tukang @ 75,000.00 675.00

0.0045 oh mandor @ 75,000.00 337.50

JUMLAH 4,020.33 56,812.50 60,832.83

Page 103: Analisa Cika'11

M.6.6.29 1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 40 CM

0.09 2.5000 Bh Plint Ubin teralux marmer 10 x 40 cm @ - -

1.6500 kg semen portland @ 1,300.00 2,145.00

0.0032 m3 pasir pasang @ 278,750.00 892.00

0.1000 kg Semen warna @ 9,833.33 983.33

0.9000 oh pekerja @ 55,000.00 49,500.00

0.0900 oh tukang batu @ 70,000.00 6,300.00

0.0090 oh kepala tukang @ 75,000.00 675.00

0.0045 oh mandor @ 75,000.00 337.50

JUMLAH 2,377.61 56,812.50 59,190.11

M.6.6.30 1 M' PASANG PLINT UBIN TERALUX MARMER UKURAN 10 X 30 CM

0.09 3.3000 Bh Plint Ubin teralux marmer 10 x 30 cm @ - -

1.6500 kg semen portland @ 1,300.00 2,145.00

0.0032 m3 pasir pasang @ 278,750.00 892.00

0.1000 kg Semen warna @ 9,833.33 983.33

0.9000 oh pekerja @ 55,000.00 49,500.00

0.0900 oh tukang batu @ 70,000.00 6,300.00

0.0090 oh kepala tukang @ 75,000.00 675.00

0.0045 oh mandor @ 75,000.00 337.50

JUMLAH 4,020.33 56,812.50 60,832.83

M.6.6.31 1 M2 PASANG TERASO COR DITEMPAT

0.09 0.0036 m3 Bahan Teraso Cor @ -

0.9000 oh pekerja @ 55,000.00 49,500.00

0.0900 oh tukang batu @ 70,000.00 6,300.00

0.0090 oh kepala tukang @ 75,000.00 675.00

0.0045 oh mandor @ 75,000.00 337.50

JUMLAH - 56,812.50 56,812.50

M.6.6.32 1 M2 PASANG TERALUC COR DITEMPAT, TEBAL 3 CM

0.09 0.0036 m3 Bahan Teraluc cor @ -

0.9000 oh pekerja @ 55,000.00 49,500.00

0.0900 oh tukang batu @ 70,000.00 6,300.00

0.0090 oh kepala tukang @ 75,000.00 675.00

0.0045 oh mandor @ 75,000.00 337.50

JUMLAH - 56,812.50 56,812.50

M.6.6.33 1 M2 PASANG UBIN TAHAN ASAM

0.09 1.0500 m2 Ubin tahan asam @ -

14.1400 kg semen tahan asam @ -

0.0400 m2 pasir pasang @ 278,750.00 11,150.00

0.2700 oh pekerja @ 55,000.00 14,850.00

0.1500 oh tukang batu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0135 oh mandor @ 75,000.00 1,012.50

JUMLAH 11,150.00 27,487.50 38,637.50

Page 104: Analisa Cika'11

M.6.6.34 1 M2 PASANG LANTAI KERAMIK ARTISTIK 10 X 20 CM

0.09 50.0000 bh ubin keramik artistik 10 x 20 cm @ 1,200.00 60,000.00

11.3800 kg semen portland @ 1,300.00 14,794.00

0.0420 m2 pasir pasang @ 278,750.00 11,707.50

1.5000 kg Semen warna @ 9,833.33 14,750.00

0.6200 oh pekerja @ 55,000.00 34,100.00

0.3500 oh tukang batu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 101,251.50 63,475.00 164,726.50

M.6.6.35 1 M2 PASANG LANTAI KERAMIK ARTISTIK 10 X 10 CM

0.09 100.0000 bh ubin keramik artistik 10 x 10 cm @ 750.00 75,000.00

11.3800 kg semen portland @ 1,300.00 14,794.00

0.0420 m2 pasir pasang @ 278,750.00 11,707.50

2.0000 kg Semen warna @ 9,833.33 19,666.67

0.6200 oh pekerja @ 55,000.00 34,100.00

0.3500 oh tukang batu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 121,168.17 63,475.00 184,643.17

M.6.6.36 1 M2 PASANG LANTAI KERAMIK ARTISTIK 5 X 20 CM

0.09 100.0000 m2 ubin keramik artistik 5 x 20 cm @ 600.00 60,000.00

11.3800 kg semen portland @ 1,300.00 14,794.00

0.0420 m2 pasir pasang @ 278,750.00 11,707.50

1.5000 kg Semen warna @ 9,833.33 14,750.00

0.6200 oh pekerja @ 55,000.00 34,100.00

0.3500 oh tukang batu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 101,251.50 63,475.00 164,726.50

M.6.6.37 1 M2 PASANG PLINT KERAMIK ARTISTIK 10 X 20 CM

0.09 5.0000 m2 Plint keramik artistik 10 x 20 cm @ 1,200.00 6,000.00

1.6500 kg semen portland @ 1,300.00 2,145.00

0.0032 m2 pasir pasang @ 278,750.00 892.00

0.1000 kg Semen warna @ 9,833.33 983.33

0.0900 oh pekerja @ 55,000.00 4,950.00

0.0900 oh tukang batu @ 70,000.00 6,300.00

0.0090 oh kepala tukang @ 75,000.00 675.00

0.0045 oh mandor @ 75,000.00 337.50

0.09 JUMLAH 10,020.33 12,262.50 22,282.83

Page 105: Analisa Cika'11

M.6.6.38 1 M2 PASANG PLINT KERAMIK ARTISTIK 10 X 10 CM

0.09 5.0000 m2 Plint keramik artistik 10 x 10 cm @ 750.00 3,750.00

1.6500 kg semen portland @ 1,300.00 2,145.00

0.0032 m2 pasir pasang @ 278,750.00 892.00

0.1200 kg Semen warna @ 9,833.33 1,180.00

0.0900 oh pekerja @ 55,000.00 4,950.00

0.0900 oh tukang batu @ 70,000.00 6,300.00

0.0090 oh kepala tukang @ 75,000.00 675.00

0.0045 oh mandor @ 75,000.00 337.50

0.09 JUMLAH 7,967.00 12,262.50 20,229.50

M.6.6.39 1 M2 PASANG PLINT KERAMIK ARTISTIK 5 X 20 CM

0.09 5.0000 m2 Plint keramik artistik 5 x 20 cm @ 600.00 3,000.00

0.8500 kg semen portland @ 1,300.00 1,105.00

0.0022 m2 pasir pasang @ 278,750.00 613.25

0.0800 kg Semen warna @ 9,833.33 786.67

0.0900 oh pekerja @ 55,000.00 4,950.00

0.0900 oh tukang batu @ 70,000.00 6,300.00

0.0090 oh kepala tukang @ 75,000.00 675.00

0.0045 oh mandor @ 75,000.00 337.50

0.09 JUMLAH 5,504.92 12,262.50 17,767.42

M.6.6.40 1 M' INTERNAL COVE ARTISTIK ( 5 X 5 X 20 ) CM

0.09 10.0000 m2 Interval cove ( 5 x 5 x 20 ) cm @ -

1.4150 kg semen portland @ 1,300.00 1,839.50

0.0390 m2 pasir pasang @ 278,750.00 10,871.25

1.2000 kg Semen warna @ 9,833.33 11,800.00

0.7500 oh pekerja @ 55,000.00 41,250.00

0.4500 oh tukang batu @ 70,000.00 31,500.00

0.0450 oh kepala tukang @ 75,000.00 3,375.00

0.0375 oh mandor @ 75,000.00 2,812.50

0.09 JUMLAH 24,510.75 78,937.50 103,448.25

M.6.6.41 1 M' PASANG PLINT VINYL TANPA ADUKAN

0.09 3.5000 Bh Lt vinyl karet 30 x 30 kwl @ -

0.0800 kg Lem vinyl @ -

0.0800 oh pekerja @ 55,000.00 4,400.00

0.0800 oh tukang batu @ 70,000.00 5,600.00

0.0080 oh kepala tukang @ 75,000.00 600.00

0.0040 oh mandor @ 75,000.00 300.00

0.09 JUMLAH - 10,900.00 10,900.00

M.6.6.42 1 M2 PASANG LANTAI KERAMIK 10 X 20 CM

50.0000 Bh Ubin keramik artistik 10 x 20 cm @ 700.00 35,000.00

11.3000 kg semen portland @ 1,300.00 14,690.00

0.0420 m2 pasir pasang @ 278,750.00 11,707.50

1.5000 kg Semen warna @ 9,833.33 14,750.00

0.6200 oh pekerja @ 55,000.00 34,100.00

0.3500 oh tukang batu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 76,147.50 63,475.00 139,622.50

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M.6.6.43 1 M2 PASANG LANTAI KERAMIK 15 X 15 CM

0.09 44.0000 Bh Ubin keramik 15 x 15 cm @ 850.00 37,400.00

11.3800 kg semen portland @ 1,300.00 14,794.00

0.0420 m2 pasir pasang @ 278,750.00 11,707.50

1.5000 kg Semen warna @ 9,833.33 14,750.00

0.6200 oh pekerja @ 55,000.00 34,100.00

0.3500 oh tukang batu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 78,651.50 63,475.00 142,126.50

M.6.6.44 1 M2 PASANG LANTAI KERAMIK 20 X 20 CM

0.09 25.0000 Bh Ubin keramik 20 x 20 cm @ 2,600.00 65,000.00

11.3800 kg semen portland @ 1,300.00 14,794.00

0.0420 m2 pasir pasang @ 278,750.00 11,707.50

1.5000 kg Semen warna @ 9,833.33 14,750.00

0.6200 oh pekerja @ 55,000.00 34,100.00

0.3500 oh tukang batu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 106,251.50 63,475.00 169,726.50

M.6.6.45 1 M2 PASANG LANTAI KERAMIK 25 X 25 CM

0.09 16.0000 Bh Ubin keramik 25 x 25 cm @ 2,750.00 44,000.00

11.3800 kg semen portland @ 1,300.00 14,794.00

0.0420 m2 pasir pasang @ 278,750.00 11,707.50

1.5000 kg Semen warna @ 9,833.33 14,750.00

0.6200 oh pekerja @ 55,000.00 34,100.00

0.3500 oh tukang batu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 85,251.50 63,475.00 148,726.50

M.6.6.46 1 M2 PASANG LANTAI KERAMIK 15 X 20 CM

0.09 35.0000 Bh Ubin keramik 15 x 20 cm @ 2,102.00 73,570.00

11.3800 kg semen portland @ 1,300.00 14,794.00

0.0420 m2 pasir pasang @ 278,750.00 11,707.50

1.5000 kg Semen warna @ 9,833.33 14,750.00

0.6200 oh pekerja @ 55,000.00 34,100.00

0.3500 oh tukang batu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 114,821.50 63,475.00 178,296.50

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M.6.6.47 1 M2 PASANG LANTAI KERAMIK 30 x 30 CM

0.09 11.1111 Bh Ubin keramik 30 x 30 cm @ 3,757.58 41,750.84

11.3800 kg semen portland @ 1,300.00 14,794.00

0.0420 m2 pasir pasang @ 278,750.00 11,707.50

1.5000 kg Semen warna @ 9,833.33 14,750.00

0.6200 oh pekerja @ 55,000.00 34,100.00

0.3500 oh tukang batu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 83,002.34 63,475.00 146,477.34

M.6.6.48 1 M2 PASANG LANTAI KERAMIK 30 x 30 CM ANTI SLIP

0.09 11.1111 Bh Ubin keramik 30 X 30 cm Anti slip @ 4,522.73 50,252.53

11.3800 kg semen portland @ 1,300.00 14,794.00

0.0420 m2 pasir pasang @ 278,750.00 11,707.50

1.5000 kg Semen warna @ 9,833.33 14,750.00

0.6200 oh pekerja @ 55,000.00 34,100.00

0.3500 oh tukang batu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 91,504.03 63,475.00 154,979.03

M.6.6.49 1 M2 PASANG LANTAI KERAMIK 10 x 33 CM

0.09 33.0000 Bh Ubin keramik 10 x 33 cm @ - -

11.3800 kg semen portland @ 1,300.00 14,794.00

0.0420 m2 pasir pasang @ 278,750.00 11,707.50

1.5000 kg Semen warna @ 9,833.33 14,750.00

0.6200 oh pekerja @ 55,000.00 34,100.00

0.3500 oh tukang batu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 41,251.50 63,475.00 104,726.50

M.6.6.50 1 M2 PASANG LANTAI MOSAIK 30 X 30 CM, EX. LOKAL

0.09 12.0000 Bh Mosaik 30 x 30 cm @ -

14.1500 kg semen portland @ 1,300.00 18,395.00

0.0390 m2 pasir pasang @ 278,750.00 10,871.25

2.0000 kg Semen warna @ 9,833.33 19,666.67

0.6200 oh pekerja @ 55,000.00 34,100.00

0.3500 oh tukang batu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 48,932.92 63,475.00 112,407.92

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M.6.6.51 1 M2 PASANG LANTAI MARMER

0.09 1.0520 Bh Marmer @ 495,000.00 520,740.00

14.1500 kg semen portland @ 1,300.00 18,395.00

0.0390 m2 pasir pasang @ 278,750.00 10,871.25

2.0000 kg Semen warna @ 9,833.33 19,666.67

0.6200 oh pekerja @ 55,000.00 34,100.00

0.3500 oh tukang batu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 569,672.92 63,475.00 633,147.92

M.6.6.52 1 M2 PASANG LANTAI KARPET 100 % WOOL

0.09 1.0500 Bh Feltex carpet 100% wool T-21 @ -

0.3500 kg Lem Vinyl @ - -

0.1700 oh pekerja @ 55,000.00 9,350.00

0.1700 oh tukang batu @ 70,000.00 11,900.00

0.0170 oh kepala tukang @ 75,000.00 1,275.00

0.0085 oh mandor @ 75,000.00 637.50

0.09 JUMLAH - 23,162.50 23,162.50

M.6.6.53 1 M2 PASANG LANTAI KARPET 80 % WOOL, 20% NYLON

0.09 1.0500 Bh Carpet 80%, 20% nylon @ -

0.3500 kg Lem Vinyl @ - -

0.1700 oh pekerja @ 55,000.00 9,350.00

0.1700 oh tukang batu @ 70,000.00 11,900.00

0.0170 oh kepala tukang @ 75,000.00 1,275.00

0.0085 oh mandor @ 75,000.00 637.50

0.09 JUMLAH - 23,162.50 23,162.50

M.6.6.54 1 M2 PASANG UNDRLYER, TEBAL 6 MM

0.09 1.0500 Bh Underlyer tebal 6 mm / rubber corrugated @ -

0.1200 oh pekerja @ 55,000.00 6,600.00

0.1200 oh tukang batu @ 70,000.00 8,400.00

0.0120 oh kepala tukang @ 75,000.00 900.00

0.0060 oh mandor @ 75,000.00 450.00

0.09 JUMLAH - 16,350.00 16,350.00

M.6.6.55 1 M2 PASANG LANTAI KARPET

0.09 1.0500 Bh Carpet @ -

0.3500 kg Lem Vinyl @ - -

0.1700 oh pekerja @ 55,000.00 9,350.00

0.1700 oh tukang batu @ 70,000.00 11,900.00

0.0170 oh kepala tukang @ 75,000.00 1,275.00

0.0085 oh mandor @ 75,000.00 637.50

0.09 JUMLAH - 23,162.50 23,162.50

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M.6.6.56 1 M2 PASANG LANTAI PARQUET JATI

0.09 1.0500 Bh Parquet jati @ -

0.3500 kg Lem Vinyl @ - -

0.1700 oh pekerja @ 55,000.00 9,350.00

0.1700 oh tukang batu @ 70,000.00 11,900.00

0.0170 oh kepala tukang @ 75,000.00 1,275.00

0.0085 oh mandor @ 75,000.00 637.50

0.09 JUMLAH - 23,162.50 18,530.00

M.6.6.57 1 M2 PASANG GYMFLOOR

0.09 1.0500 Bh Gymfloor @ -

0.6000 kg Lem Vinyl @ - -

0.6500 oh pekerja @ 55,000.00 35,750.00

0.3500 oh tukang batu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

0.0325 oh mandor @ 75,000.00 2,437.50

0.09 JUMLAH - 65,312.50 65,312.50

M.6.6.58 1 M2 PASANG DINDING PORSELIN 11 X 11 CM, PUTIH

0.09 83.0000 Bh porselin 11 x 11 cm @ - -

9.3000 kg Semen abu-abu @ 1,300.00 12,090.00

0.0180 m3 pasir pasang @ 278,750.00 5,017.50

1.5000 Kg Semen warna @ 9,833.33 14,750.00

0.6200 oh pekerja @ 55,000.00 34,100.00

0.5000 oh tukang batu @ 70,000.00 35,000.00

0.0500 oh kepala tukang @ 75,000.00 3,750.00

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 31,857.50 75,100.00 106,957.50

M.6.6.59 1 M2 PASANG DINDING PORSELIN 11 X 11 CM, WARNA

0.09 83.0000 Bh porselin 11 x 11 cm warna @ - -

9.3000 Kg Semen abu-abu @ 1,300.00 12,090.00

0.0180 m3 pasir pasang @ 278,750.00 5,017.50

1.5000 kg Semen warna @ 9,833.33 14,750.00

0.6200 oh pekerja @ 55,000.00 34,100.00

0.5000 oh tukang batu @ 70,000.00 35,000.00

0.0500 oh kepala tukang @ 75,000.00 3,750.00

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 31,857.50 75,100.00 106,957.50

M.6.6.60 1 M2 PASANG DINDING PORSELIN 15 X 15 CM, PUTIH

0.09 45.0000 Bh porselin 15 x 15 cm putih @ 2,300.00 103,500.00

9.3000 Kg Semen abu-abu @ 1,300.00 12,090.00

0.0180 m3 pasir pasang @ 278,750.00 5,017.50

1.5000 kg Semen warna @ 9,833.33 14,750.00

0.6000 oh pekerja @ 55,000.00 33,000.00

0.4500 oh tukang batu @ 70,000.00 31,500.00

0.0450 oh kepala tukang @ 75,000.00 3,375.00

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 118,390.21 56,250.00 174,640.21

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M.6.6.61 1 M2 PASANG DINDING PORSELIN 15 X 15 CM, WARNA

0.09 45.0000 Bh porselin 15 x 15 cm putih @ 2,800.00 126,000.00

9.3000 Kg Semen abu-abu @ 1,300.00 12,090.00

0.0180 m3 pasir pasang @ 278,750.00 5,017.50

1.5000 kg Semen warna @ 9,833.33 14,750.00

0.6000 oh pekerja @ 55,000.00 33,000.00

0.4500 oh tukang batu @ 70,000.00 31,500.00

0.0450 oh kepala tukang @ 75,000.00 3,375.00

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 157,857.50 70,125.00 227,982.50

M.6.6.62 1 M2 PASANG DINDING PORSELIN 10 X 20 CM, WARNA

0.09 50.0000 Bh porselin 10 x 20 cm, warna @ 2,500.00 125,000.00

9.3000 Kg Semen abu-abu @ 1,300.00 12,090.00

0.0180 m3 pasir pasang @ 278,750.00 5,017.50

1.5000 kg Semen warna @ 9,833.33 14,750.00

0.6000 oh pekerja @ 55,000.00 33,000.00

0.4500 oh tukang batu @ 70,000.00 31,500.00

0.0450 oh kepala tukang @ 75,000.00 3,375.00

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 156,857.50 70,125.00 226,982.50

M.6.6.63 1 M2 PASANG DINDING PORSELIN 20 X 20 CM, WARNA

0.09 25.0000 Bh porselin 20 x 20 cm, warna @ 3,000.00 75,000.00

9.3000 Kg Semen abu-abu @ 1,300.00 12,090.00

0.1800 m3 pasir pasang @ 278,750.00 50,175.00

1.5000 kg Semen warna @ 9,833.33 14,750.00

0.6000 oh pekerja @ 55,000.00 33,000.00

0.4500 oh tukang batu @ 70,000.00 31,500.00

0.0450 oh kepala tukang @ 75,000.00 3,375.00

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 152,015.00 70,125.00 222,140.00

M.6.6.64 1 M2 PASANG DINDING KERAMIK ARTISTIK 10 X 20 CM

0.09 100.0000 Bh Keramik artistik 10 x 20 cm @ 1,000.00 100,000.00

9.3000 Kg Semen abu-abu @ 1,300.00 12,090.00

0.0180 m3 pasir pasang @ 278,750.00 5,017.50

1.5000 kg Semen warna @ 9,833.33 14,750.00

0.6000 oh pekerja @ 55,000.00 33,000.00

0.4500 oh tukang batu @ 70,000.00 31,500.00

0.0450 oh kepala tukang @ 75,000.00 3,375.00

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 131,857.50 70,125.00 201,982.50

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M.6.6.65 1 M2 PASANG DINDING KERAMIK ARTISTIK 5 X 20 CM

0.09 100.0000 Bh Keramik artistik 5 x 20 cm @ 500.00 50,000.00

9.3000 Kg Semen abu-abu @ 1,300.00 12,090.00

0.0180 m3 pasir pasang @ 278,750.00 5,017.50

1.5000 kg Semen warna @ 9,833.33 14,750.00

0.6000 oh pekerja @ 55,000.00 33,000.00

0.4500 oh tukang batu @ 70,000.00 31,500.00

0.0450 oh kepala tukang @ 75,000.00 3,375.00

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 81,857.50 70,125.00 151,982.50

M.6.6.66 1 M2 PASANG DINDING KERAMIK 10 X 20 CM

0.09 50.0000 Bh Keramik 10 x 20 cm @ 1,027.78 51,388.89

9.3000 Kg Semen abu-abu @ 1,300.00 12,090.00

0.0180 m3 pasir pasang @ 278,750.00 5,017.50

1.5000 kg Semen warna @ 9,833.33 14,750.00

0.6000 oh pekerja @ 55,000.00 33,000.00

0.4500 oh tukang batu @ 70,000.00 31,500.00

0.0450 oh kepala tukang @ 75,000.00 3,375.00

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 83,246.39 70,125.00 153,371.39

M.6.6.67 1 M2 PASANG DINDING KERAMIK 15 x 15 CM

0.09 45.0000 Bh Keramik 15 x 15 cm @ 850.00 38,250.00

9.3000 Kg Semen abu-abu @ 1,300.00 12,090.00

0.0180 m3 pasir pasang @ 278,750.00 5,017.50

1.5000 kg Semen warna @ 9,833.33 14,750.00

0.6000 oh pekerja @ 55,000.00 33,000.00

0.4500 oh tukang batu @ 70,000.00 31,500.00

0.0450 oh kepala tukang @ 75,000.00 3,375.00

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 70,107.50 70,125.00 140,232.50

M.6.6.68 1 M2 PASANG DINDING KERAMIK 20 x 20 CM

0.09 25.0000 Bh Keramik 20 x 20 cm @ 1,112.96 27,824.07

9.3000 Kg Semen abu-abu @ 1,300.00 12,090.00

0.0180 m3 pasir pasang @ 278,750.00 5,017.50

1.5000 kg Semen warna @ 9,833.33 14,750.00

0.6000 oh pekerja @ 55,000.00 33,000.00

0.4500 oh tukang batu @ 70,000.00 31,500.00

0.0450 oh kepala tukang @ 75,000.00 3,375.00

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 59,681.57 70,125.00 129,806.57

Page 113: Analisa Cika'11

M.6.6.69 1 M2 PASANG DINDING KERAMIK 10 x 20 CM

0.09 50.0000 Bh Keramik 10 x 20 cm @ 1,027.78 51,388.89

9.3000 Kg Semen abu-abu @ 1,300.00 12,090.00

0.0180 m3 pasir pasang @ 278,750.00 5,017.50

1.5000 kg Semen warna @ 9,833.33 14,750.00

0.6000 oh pekerja @ 55,000.00 33,000.00

0.1250 oh tukang batu @ 70,000.00 8,750.00

0.0125 oh kepala tukang @ 75,000.00 937.50

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 83,246.39 44,937.50 128,183.89

M.6.6.70 1 M2 PASANG DINDING MARMER

0.09 1.0200 m2 marmer @ - -

2.0000 Kg Pacu Pancing 60 x 230 @ 25,000.00 50,000.00

12.4400 Kg Semen abu-abu @ 1,300.00 16,172.00

0.0250 m3 pasir pasang @ 278,750.00 6,968.75

1.5000 kg Semen warna @ 9,833.33 14,750.00

0.7200 oh pekerja @ 55,000.00 39,600.00

0.6500 oh tukang batu @ 70,000.00 45,500.00

0.0650 oh kepala tukang @ 75,000.00 4,875.00

0.0350 oh mandor @ 75,000.00 2,625.00

0.09 JUMLAH 87,890.75 92,600.00 180,490.75

M.6.6.71 1 M2 PASANG DINDING BATA PELAPIS 7 X 3 X 24 CM

0.09 60.0000 Bh Bata Pelapis dinding @ 770.00 46,200.00

12.4400 Kg Semen abu-abu @ 1,300.00 16,172.00

0.0250 m3 pasir pasang @ 278,750.00 6,968.75

0.6500 oh pekerja @ 9,833.33 6,391.67

0.5000 oh tukang batu @ 55,000.00 27,500.00

0.0500 oh kepala tukang @ 75,000.00 3,750.00

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 69,340.75 39,891.67 109,232.42

M.6.6.72 1 M2 PASANG DINDING BATA KLINKER 5 X 5 X 24 CM

0.09 80.0000 Bh Bata Pelapis klinker @ 770.00 61,600.00

12.4400 Kg Semen abu-abu @ 1,300.00 16,172.00

0.0250 m3 pasir pasang @ 278,750.00 6,968.75

0.6200 oh pekerja @ 55,000.00 34,100.00

0.3500 oh tukang batu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

0.0350 oh mandor @ 75,000.00 2,625.00

0.09 JUMLAH 84,740.75 63,850.00 148,590.75

M.6.6.73 1 M2 PASANG DINDING BATU PAROS

0.09 1.0500 m2 Batu paros @ -

11.7500 Kg Semen abu-abu @ 1,500.00 17,625.00

0.0350 m3 pasir pasang @ 278,750.00 9,756.25

0.6200 oh pekerja @ 55,000.00 34,100.00

0.3500 oh tukang batu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 27,381.25 63,475.00 90,856.25

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M.6.6.74 1 M2 PASANG DINDING BATU TEMPEL HITAM

0.09 1.0500 m2 Batu tempel hitam @ -

11.7500 Kg Semen abu-abu @ 1,300.00 15,275.00

0.0350 m3 pasir pasang @ 278,750.00 9,756.25

0.6200 oh pekerja @ 55,000.00 34,100.00

0.3500 oh tukang batu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

0.0300 oh mandor @ 75,000.00 2,250.00

0.09 JUMLAH 25,031.25 63,475.00 88,506.25

M.6.6.75 1 M2 PASANG LANTAI VINYL KARET 30 X 30 CM KL I

0.09 11.0500 m2 Vinyl karet 30 x 30 cm KL I @ -

0.3500 Kg Lem Vinyl @ - -

0.1500 oh pekerja @ 55,000.00 8,250.00

0.1500 oh tukang batu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0075 oh mandor @ 75,000.00 562.50

0.09 JUMLAH - 20,437.50 20,437.50

M.6.6.76 1 M2 PASANG LANTAI VINYL KARET 30 X 30 CM KL II

0.09 11.0500 m2 Vinyl karet 30 x 30 cm KL II @ -

0.3500 Kg Lem Vinyl @ - -

0.1500 oh pekerja @ 55,000.00 8,250.00

0.1500 oh tukang batu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0075 oh mandor @ 75,000.00 562.50

0.09 JUMLAH - 20,437.50 20,437.50

M.6.6.77 1 M2 PASANG LANTAI VINYL ASBES 30 X 30 CM

0.09 11.0500 m2 Vinyl asbes 30 x 30 cm @ -

0.3500 Kg Lem Vinyl @ - -

0.1500 oh pekerja @ 55,000.00 8,250.00

0.1500 oh tukang batu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0075 oh mandor @ 75,000.00 562.50

0.09 JUMLAH - 20,437.50 20,437.50

M.6.6.78 1 M2 PASANG LANTAI VINYL MOTIF KEMBANG 30 X 30 CM

0.09 11.0500 m2 Vinyl motif kembang 30 x 30 cm @ -

0.3500 Kg Lem Vinyl @ - -

0.1500 oh pekerja @ 55,000.00 8,250.00

0.1500 oh tukang batu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0075 oh mandor @ 75,000.00 562.50

0.09 JUMLAH - 20,437.50 20,437.50

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M.6.6.79 1 M2 PASANG WALL COVERING LEBAR 50 CM

0.09 1.1000 m2 Vinyl Wall covering, lebar 50 cm @ -

0.2500 Kg Lem @ - -

0.7500 oh pekerja @ 55,000.00 41,250.00

0.1700 oh tukang batu @ 70,000.00 11,900.00

0.0170 oh kepala tukang @ 75,000.00 1,275.00

0.0085 oh mandor @ 75,000.00 637.50

0.09 JUMLAH - 55,062.50 55,062.50

M.6.6.80 1 M2 FLOOR HARDENER FERROVAX

0.09 3.0000 Kg Floor hardener ferrovax @ -

0.1200 oh pekerja @ 55,000.00 6,600.00

0.1200 oh tukang batu @ 70,000.00 8,400.00

0.0120 oh kepala tukang @ 75,000.00 900.00

0.0060 oh mandor @ 75,000.00 450.00

0.09 JUMLAH - 16,350.00 16,350.00

M.6.6.81 1 M2 FLOOR HARDENER MASTERCRON

0.09 5.0000 Kg Mastercron "S" @ -

0.1200 oh pekerja @ 55,000.00 6,600.00

0.1200 oh tukang batu @ 70,000.00 8,400.00

0.0120 oh kepala tukang @ 75,000.00 900.00

0.0060 oh mandor @ 75,000.00 450.00

0.09 JUMLAH - 16,350.00 16,350.00

M.6.6.82 1 M2 PLINT KAYU 2 X 10 CM

0.09 0.0024 m3 kayu Jati papan @ 7,000,000.00 16,800.00

0.0500 Kg Paku skrup 3,5 " @ 20,000.00 1,000.00

0.1200 oh pekerja @ 55,000.00 6,600.00

0.1200 oh tukang batu @ 70,000.00 8,400.00

0.0120 oh kepala tukang @ 75,000.00 900.00

0.0060 oh mandor @ 75,000.00 450.00

0.09 JUMLAH 16,800.00 17,350.00 34,150.00

N. PEKERJAAN CAT - CATAN

N. 6.6.1 1 M2 MENGIKIS/MENGEROK PERMUKAAN CAT TEMBOK LAMA

0.0500 kg Soda Api @ -

0.1500 oh pekerja @ 55,000.00 8,250.00

0.0750 oh tukang cat @ 70,000.00 5,250.00

0.0075 oh kepala tukang @ 75,000.00 562.50

0.0025 oh mandor @ 75,000.00 187.50

JUMLAH - 14,250.00 14,250.00

N. 6.6.2 1 M2 MENCUCI BIDANG PERMUKAAN TEMBOK YANG PERNAH DICAT

0.0500 kg Sabun @ 10,500.00 525.00

0.1500 oh pekerja @ 55,000.00 8,250.00

0.0750 oh tukang cat @ 70,000.00 5,250.00

0.0075 oh kepala tukang @ 75,000.00 562.50

0.0025 oh mandor @ 75,000.00 187.50

JUMLAH 525.00 14,250.00 14,775.00

Page 117: Analisa Cika'11

N. 6.6.3 1 M2 MENGEROK KARAT CAT LAMA PERMUKAAN BAJA DENGAN CARA MANUAL

0.0500 kg Sabun @ 10,500.00 525.00

0.1500 oh pekerja @ 55,000.00 8,250.00

0.0750 oh tukang cat @ 70,000.00 5,250.00

0.0075 oh kepala tukang @ 75,000.00 562.50

0.0025 oh mandor @ 75,000.00 187.50

JUMLAH 525.00 14,250.00 14,775.00

N. 6.6.4 1 M2 MENYABUN PERMUKAAN TEMBOK LAMA

0.0500 kg Sabun @ 10,500.00 525.00

0.1500 oh pekerja @ 55,000.00 8,250.00

0.0750 oh tukang cat @ 70,000.00 5,250.00

0.0075 oh kepala tukang @ 75,000.00 562.50

0.0025 oh mandor @ 75,000.00 187.50

JUMLAH 525.00 14,250.00 14,775.00

N. 6.6.5 1 M2 MENGEROK KARAT ATAU CAT LAMA PERMUKAAN BAJA DENGAN PANCAR

PASIR ( SANBLASTING ) DENGAN TINGKAT KEBERSIHAN Sa 2 1/2

40.0000 kg Pasir silika @ -

10.0000 Ltr BBM, solar @ 6,950.00 69,500.00

1.0000 Hr Kompressor, blasting pot @ 425,197.11 425,197.11

Selang dan Nozzle -

1.6000 oh pekerja @ 55,000.00 88,000.00

1.6000 oh tukang cat @ 70,000.00 112,000.00

0.8000 oh kepala tukang @ 75,000.00 60,000.00

0.5000 oh mandor @ 75,000.00 37,500.00

JUMLAH - 792,197.11 792,197.11

N. 6.6.6 1 M2 MENDEMPUL DAN MENGGOSOK KAYU

0.0800 kg Dempul jadi @ 21,666.67 1,733.33

0.0200 kg Minyak cat @ 12,500.00 250.00

0.0100 kg Batu apung @ 15,125.00 151.25

0.0400 oh pekerja @ 55,000.00 2,200.00

0.0400 oh tukang cat @ 70,000.00 2,800.00

0.0040 oh kepala tukang @ 75,000.00 300.00

0.0025 oh mandor @ 75,000.00 187.50

JUMLAH 2,134.58 5,487.50 7,622.08

N. 6.6.7 1 M2 PENGECATAN BIDANG KAYU LAMA

0.1500 kg plamir @ 18,500.00 2,775.00

0.1700 kg cat dasar @ 20,333.33 3,456.67

0.1700 kg cat penutup/kilap @ 36,750.00 6,247.50

0.0700 oh pekerja @ 55,000.00 3,850.00

0.0750 oh tukang cat @ 70,000.00 5,250.00

0.0075 oh kepala tukang @ 75,000.00 562.50

0.0025 oh mandor @ 75,000.00 187.50

JUMLAH 12,479.17 9,850.00 22,329.17

Page 118: Analisa Cika'11

N. 6.6.8 1 M2 PENGECATAN BIDANG KAYU BARU ( 1 LAPIS PLAMIR ), 1 LAPIS CAT DASAR,

2 LAPIS CAT PENUTUP

0.2000 kg cat meni @ 20,333.33 4,066.67

0.1200 kg Plamir @ 20,000.00 2,400.00

0.1700 kg cat dasar @ 20,000.00 3,400.00

0.2600 kg cat penutup 2 kali @ 36,750.00 9,555.00

0.0700 oh pekerja @ 55,000.00 3,850.00

0.0090 oh tukang cat @ 70,000.00 630.00

0.0060 oh kepala tukang @ 75,000.00 450.00

0.0025 oh mandor @ 75,000.00 187.50

JUMLAH 19,421.67 5,117.50 24,539.17

N. 6.6.9 1 M2 PENGECATAN BIDANG KAYU BARU ( 1 LAPIS PLAMIR )

1 LAPIS CAT DASAR, 3 LAPIS CAT PENUTUP

0.2000 kg cat meni @ 20,333.33 4,066.67

0.1500 kg plamir @ 20,000.00 3,000.00

0.1700 kg cat dasar @ 20,000.00 3,400.00

0.3500 oh cat penutup 3 kali @ 36,750.00 12,862.50

0.0700 oh pekerja @ 55,000.00 3,850.00

0.1050 oh tukang cat @ 70,000.00 7,350.00

0.0040 oh kepala tukang @ 75,000.00 300.00

0.0025 oh mandor @ 75,000.00 187.50

JUMLAH 23,329.17 11,687.50 35,016.67

N. 6.6.10 1 M2 PELABURAN BIDANG KAYU DENGAN OLI BEKAS

0.3600 ltr oli bekas @ 37,300.00 13,428.00

0.0400 oh pekerja @ 55,000.00 2,200.00

0.0630 oh tukang cat @ 70,000.00 4,410.00

0.0630 oh kepala tukang @ 75,000.00 4,725.00

0.0025 oh mandor @ 75,000.00 187.50

JUMLAH 13,428.00 11,522.50 24,950.50

N. 6.6.11 1 M2 PELABURAN BIDANG KAYU DENGAN POLITUR

0.1500 ltr plitur @ 35,583.33 5,337.50

0.3720 ltr plitur jadi @ 35,583.33 13,237.00

2.0000 lbr ampelas @ 2,875.00 5,750.00

- oh pekerja @ -

0.0600 oh tukang cat @ 70,000.00 4,200.00

0.0160 oh kepala tukang @ 75,000.00 1,200.00

0.0025 oh mandor @ 75,000.00 187.50

JUMLAH 24,324.50 5,587.50 29,912.00

N. 6.6.12 1 M2 PELABURAN BIDANG KAYU DENGAN CAT RESIDU DAN TER

0.3500 ltr Residu atau ter @ 5,000.00 1,750.00

0.1000 oh pekerja @ 45,000.00 4,500.00

- oh tukang cat @ -

- oh kepala tukang @ -

0.0060 oh mandor @ 60,000.00 360.00

JUMLAH 6,250.00 360.00 6,610.00

Page 119: Analisa Cika'11

N. 6.6.13 1 M2 PELABURAN BIDANG KAYU DENGAN VERNIS

0.1500 ltr Vernis @ 10,000.00 1,500.00

0.0500 Kg Dempul @ 21,666.67 1,083.33

0.1000 Ltr ampelas @ 2,875.00 287.50

0.0100 bh Kuas @ 7,500.00 75.00

0.1600 oh pekerja @ 55,000.00 8,800.00

0.1600 oh tukang cat @ 70,000.00 11,200.00

0.0160 oh kepala tukang @ 75,000.00 1,200.00

0.0025 oh mandor @ 75,000.00 187.50

JUMLAH 2,945.83 21,387.50 24,333.33

N. 6.6.14 1 M2 PENGECATAN TEMBOK BARU ( 1 lapis plamir,

1 lapis cat dasar, 2 lapis cat penutup )

0.1000 kg plamir @ 20,000.00 2,000.00

0.1000 kg cat dasar @ 8,600.00 860.00

0.2600 kg cat penutup @ 8,600.00 2,236.00

0.0200 oh pekerja @ 55,000.00 1,100.00

0.0630 oh tukang cat @ 70,000.00 4,410.00

0.0063 oh kepala tukang @ 75,000.00 472.50

0.0025 oh mandor @ 75,000.00 187.50

JUMLAH 5,096.00 6,170.00 11,266.00

N. 6.6.15 1 M2 PENGECATAN TEMBOK LAMA

( 1 lapis cat dasar, 2 lapis cat penutup )

0.1200 kg cat dasar @ 20,000.00 2,400.00

0.1800 kg cat penutup 2 x @ 8,600.00 1,548.00

0.0280 oh pekerja @ 8,600.00 240.80

0.0420 oh tukang cat @ 70,000.00 2,940.00

0.0042 oh kepala tukang @ 75,000.00 315.00

0.0025 oh mandor @ 75,000.00 187.50

JUMLAH 3,948.00 3,683.30 7,631.30

N. 6.6.16 1 M2 MELABUR TEMBOK DENGAN KALKARIUM

0.1000 ltr Kalkarium @ -

0.0280 oh pekerja @ 55,000.00 1,540.00

0.0420 oh tukang cat @ 70,000.00 2,940.00

0.0042 oh kepala tukang @ 75,000.00 315.00

0.0025 oh mandor @ 75,000.00 187.50

JUMLAH - 4,982.50 4,982.50

N. 6.6.17 1 M2 MELABUR TEMBOK DENGAN KAPUR SIRIH

0.1000 lbr Ampelas @ 2,875.00 287.50

0.2500 Ikat Alang-alang @ 500.00 125.00

0.0020 m3 Perancah kayu @ 2,300,000.00 4,600.00

0.1500 kg kapur sirih @ 10,000.00 1,500.00

0.1500 oh pekerja @ 55,000.00 8,250.00

0.0010 oh tukang cat @ 70,000.00 70.00

0.0001 oh kepala tukang @ 75,000.00 7.50

0.0025 oh mandor @ 75,000.00 187.50

JUMLAH 6,512.50 8,515.00 15,027.50

Page 120: Analisa Cika'11

N. 6.6.18 1 M2 MELABUR TEMBOK LAMA DENGAN KAPUR SIRIH ( UNTUK PEMELILHARAAN )

0.0020 lbr Perancah kayu @ 2,300,000.00 4,600.00

0.3000 kg kapur sirih @ 10,000.00 3,000.00

0.0400 oh pekerja @ 55,000.00 2,200.00

0.0050 oh tukang cat @ 70,000.00 350.00

0.0005 oh kepala tukang @ 75,000.00 37.50

0.0025 oh Mandor @ 75,000.00 187.50

JUMLAH 7,600.00 2,775.00 10,375.00

N. 6.6.19 1 M2 PEMASANGAN WALL PAPER

1.2000 lbr Wall paper @ - -

0.2000 kg Perekat @ 10,000.00 2,000.00

0.0200 oh pekerja @ 55,000.00 1,100.00

0.2000 oh tukang cat @ 70,000.00 14,000.00

0.0020 oh kepala tukang @ 75,000.00 150.00

0.0025 oh Mandor @ 75,000.00 187.50

JUMLAH 2,000.00 15,437.50 17,437.50

N. 6.6.20 1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI

0.1000 kg meni besi @ 20,333.33 2,033.33

0.0100 Ikat Kuas @ 9,666.67 96.67

0.0200 oh pekerja @ 55,000.00 1,100.00

0.2000 oh tukang cat @ 70,000.00 14,000.00

0.0200 oh kepala tukang @ 75,000.00 1,500.00

0.0100 oh Mandor @ 75,000.00 750.00

JUMLAH 2,130.00 17,350.00 19,480.00

N. 6.6.21 1 M2 PENGECATAN PERMUKAAN BAJA DENGAN MENI BESI DAN PERANCAH

0.1000 kg meni besi @ 20,333.33 2,033.33

0.0100 Ikat Kuas @ 9,666.67 96.67

0.0020 m3 Perancah kayu @ 2,300,000.00 4,600.00

0.2500 oh pekerja @ 55,000.00 13,750.00

0.2250 oh tukang cat @ 70,000.00 15,750.00

0.0225 oh kepala tukang @ 75,000.00 1,687.50

0.0075 oh Mandor @ 75,000.00 562.50

JUMLAH 6,730.00 31,750.00 38,480.00

N. 6.6.22 1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL

SISTEM 4 LAPIS CAT KONVENSIONAL DENGAN TEBAL 200 UM

0.1000 kg meni ( read lead ) A @ -

0.1000 kg meni ( read lead ) B @ -

0.0400 kg Alumunium C @ -

0.0400 kg Alumunium C @ -

0.0100 Ltr Pengencer @ -

0.0020 m3 Perancah kayu @ 2,300,000.00 4,600.00

0.0060 oh pekerja @ 55,000.00 330.00

0.0060 oh tukang cat @ 70,000.00 420.00

0.0225 oh kepala tukang @ 75,000.00 1,687.50

0.0075 oh Mandor @ 75,000.00 562.50

JUMLAH 4,600.00 3,000.00 7,600.00

Page 121: Analisa Cika'11

N. 6.6.23 1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL

SISTEM 1 LAPIS CAT MUTAKHIR DENGAN TEBAL 200 UM

0.3000 kg cat @ -

0.0060 oh pekerja @ 55,000.00 330.00

0.0600 oh tukang cat @ 70,000.00 4,200.00

0.0120 oh kepala tukang @ 75,000.00 900.00

0.0060 oh Mandor @ 75,000.00 450.00

JUMLAH - 5,880.00 5,880.00

N. 6.6.24 1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA MANUAL

SISTEM 3 LAPIS CAT KONVENSIONAL DENGAN TEBAL 200 UM

0.1100 Kg Cat dasar @ -

0.1700 kg cat antara @ -

0.0800 kg cat penutup @ -

0.5000 oh pekerja @ 55,000.00 27,500.00

0.8000 oh tukang cat @ 70,000.00 56,000.00

0.3000 oh kepala tukang @ 75,000.00 22,500.00

0.2000 oh Mandor @ 75,000.00 15,000.00

JUMLAH - 121,000.00 121,000.00

N. 6.6.25 1 M2 PENGECATAN PERMUKAAN BAJA LAPIS SENG ( GALBANI ) SECARA SEMPROT

( AIRLESS SPRAY ) SISTEM 1 LAPIS CAT MUTAKHIR DENGAN TEBAL 200 UM

0.3000 kg cat dasar @ -

0.4000 oh pekerja @ 55,000.00 22,000.00

0.7000 oh tukang cat @ 70,000.00 49,000.00

0.2000 oh kepala tukang @ 75,000.00 15,000.00

0.2000 oh Mandor @ 75,000.00 15,000.00

JUMLAH - 101,000.00 101,000.00

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65,000.00 Semen

1,300.00

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2600

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ANALISA HARGA SATUAN SNI 2010

INDEK SATUAN U R A I A N HARGA SATUAN ( Rp )

HARGA

JUMLAH HARGA ( Rp )BAHAN UPAH

( Rp ) ( Rp )

A. PEKERJAAN PERSIAPAN

A. 6.6.1 1 M' PAGAR SEMENTARA DARI KAYU TINGGI 2 M

1.2500 btg Dolken kayu dia 8-10/4 m' @ 9,500.00 11,875.00

2.5000 kg Semen portland @ 1,298.00 3,245.00

0.0050 m3 Pasir beton @ 250,000.00 1,250.00

0.0090 m3 Koral beton @ 263,000.00 2,367.00

0.0720 m3 Kayu 5/7 @ 1,800,000.00 129,600.00

0.0600 kg Paku biasa 2'-5' @ 15,583.33 935.00

0.4000 lt Residu @ 20,333.33 8,133.33

0.2000 oh Tukang kayu @ 70,000.00 14,000.00

0.4000 oh Pekerja @ 55,000.00 22,000.00

0.0200 oh Kepala tukang @ 75,000.00 1,500.00

0.0200 oh Mandor @ 75,000.00 1,500.00

JUMLAH 157,405.33 39,000.00 196,405.33

A. 6.6.2 1 M' PAGAR SEMENTARA DARI SENG GELOMBANG TINGGI 2 M

1.2500 btg Dolken kayu dia 8-10/4 m' @ 9,500.00 11,875.00

2.5000 kg Semen portland @ 1,298.00 3,245.00

1.2000 Lbr Seng gelombang 3" - 5 " @ 39,125.00 46,950.00

0.0050 m3 Pasir Beton @ 250,000.00 1,250.00

0.0090 m3 Koral beton @ 263,000.00 2,367.00

0.0720 kg Kayu 5/7 @ 1,800,000.00 129,600.00

0.0600 kg Paku biasa 2'-5' @ 15,583.33 935.00

0.4500 Kg Meni besi @ 20,333.33 9,150.00

0.2000 oh Tukang kayu @ 70,000.00 14,000.00

0.4000 oh Pekerja @ 55,000.00 22,000.00

0.0200 oh Kepala tukang @ 75,000.00 1,500.00

0.0200 oh Mandor @ 75,000.00 1,500.00

JUMLAH 205,372.00 39,000.00 244,372.00

A. 6.6.3 1 M' PAGAR SEMENTARA DARI KAWAT DURI TINGGI 1,8 M

1.2500 btg Dolken kayu dia 8-10/4 m' @ 9,500.00 11,875.00

2.5000 kg Semen portland @ 1,300.00 3,250.00

25.0000 kg Kawat Duri @ 79,166.67 1,979,166.67

0.0050 m3 Pasir Beton @ 250,000.00 1,250.00

0.0090 m3 Koral beton @ 263,000.00 2,367.00

0.0720 kg Paku biasa 2'-5' @ 15,583.33 1,122.00

0.2000 oh Tukang kayu @ 70,000.00 14,000.00

0.3000 oh Pekerja @ 55,000.00 16,500.00

0.0200 oh Kepala tukang @ 75,000.00 1,500.00

0.0200 oh Mandor @ 75,000.00 1,500.00

JUMLAH 1,999,030.67 33,500.00 2,032,530.67

Hal : 404

KODE ANALISA

Page 127: Analisa Cika'11

A. 6.6.4 1 M' MENGUKUR DAN MEMASANG BOUWPLANK

0.0120 m3 kayu meranti, balok @ 1,750,000.00 21,000.00

0.0200 kg Paku Biasa 2' - 5' @ 15,583.33 311.67

0.0070 m3 kayu papan 3/20 @ 2,300,000.00 16,100.00

0.1000 oh tukang kayu @ 70,000.00 7,000.00

0.1000 oh pekerja @ 55,000.00 5,500.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0050 oh mandor @ 75,000.00 375.00

JUMLAH 37,411.67 13,625.00 51,036.67

A. 6.6.5 1 M2 PEMBUATAN KANTOR SEMENTARA DENGAN LANTAI PLESTERAN

1.2500 btg Dolken kayu dia 8-10/4 m' @ 9,500.00 11,875.00

0.1800 kg Kayu @ 1,750,000.00 315,000.00

0.8500 m3 Kayu Biasa @ 1,800,000.00 1,530,000.00

1.1000 m3 Besi Strip @ 31,800.00 34,980.00

35.0000 kg Semen portland @ 1,300.00 45,500.00

0.1500 kg Pasir Pasang @ 278,750.00 41,812.50

0.1000 m3 Pasir Beton @ 250,000.00 25,000.00

0.1500 m3 Koral beton @ 263,000.00 39,450.00

30.0000 Bh Bata merah @ 800.00 24,000.00

0.2500 Lbr Seng Plat @ 45,833.33 11,458.33

2.0000 Bh Jendela Nako @ 326,700.00 653,400.00

0.0800 m2 Kaca Polos @ 102,300.00 8,184.00

0.0150 Bh Kunci Tanam @ - -

0.0600 Lbr Plywood 4 mm @ 55,000.00 3,300.00

2.0000 oh tukang kayu @ 70,000.00 140,000.00

1.0000 oh Tukang Batu @ 70,000.00 70,000.00

2.0000 oh pekerja @ 55,000.00 110,000.00

0.3000 oh Kepala tukang @ 75,000.00 22,500.00

0.0500 oh Mandor @ 75,000.00 3,750.00

JUMLAH 2,743,959.83 346,250.00 3,090,209.83

A. 6.6.6 1 M2 PEMBUATAN GUDANG SEMEN DAN ALAT - ALAT

1.7000 btg Dolken kayu dia 8-10/4 m' @ 9,500.00 16,150.00

0.2100 kg Kayu @ 1,750,000.00 367,500.00

0.3000 kg Paku biasa 2'-5' @ 15,583.33 4,675.00

10.5000 kg Semen portland @ 1,300.00 13,650.00

0.0300 m3 Pasir Beton @ 250,000.00 7,500.00

0.0500 m3 Koral beton @ 263,000.00 13,150.00

1.5000 Lbr Seng gelombang @ 39,125.00 58,687.50

2.0000 oh Tukang kayu @ 70,000.00 140,000.00

1.0000 oh Pekerja @ 55,000.00 55,000.00

0.2000 oh Kepala tukang @ 75,000.00 15,000.00

0.0500 oh Mandor @ 75,000.00 3,750.00

JUMLAH 481,312.50 213,750.00 695,062.50

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A. 6.6.7 1 M2 PEMBUATAN RUMAH JAGA/KONSTRUKSI KAYU

3.0000 btg Dolken kayu dia 8-10/4 m' @ 9,500.00 28,500.00

0.2760 kg Kayu @ 1,750,000.00 483,000.00

0.7000 kg Paku biasa 2'-5' @ 15,583.33 10,908.33

1.5000 Lbr Seng gelombang bljs 32 @ 39,125.00 58,687.50

1.5000 oh Tukang kayu @ 70,000.00 105,000.00

1.0000 oh Pekerja @ 55,000.00 55,000.00

0.1500 oh Kepala tukang @ 75,000.00 11,250.00

0.0500 oh Mandor @ 75,000.00 3,750.00

JUMLAH 581,095.83 175,000.00 756,095.83

A. 6.6.8 1 M' MEMBERSIHKAN LAPANGAN DAN PERATAAN

0.1000 oh pekerja @ 55,000.00 5,500.00

0.0500 oh mandor @ 75,000.00 3,750.00

JUMLAH - 9,250.00 9,250.00

A. 6.6.9 1 M2 PEMBUATAN BEDENG BURUH

1.2500 btg Dolken kayu dia 8-10/4 m' @ 9,500.00 11,875.00

0.1860 kg Kayu @ 1,750,000.00 325,500.00

0.3000 Kg Paku biasa 2'-5' @ 15,583.33 4,675.00

18.0000 kg Semen portland @ 1,300.00 23,400.00

0.0300 m3 Pasir Beton @ 250,000.00 7,500.00

0.0500 m3 Koral beton @ 263,000.00 13,150.00

1.5000 Lbr Seng gelombang bljs 32 @ 39,125.00 58,687.50

1.3500 Lbr Plywood 4 mm @ 55,000.00 74,250.00

2.0000 oh Tukang kayu @ 70,000.00 140,000.00

1.0000 oh Pekerja @ 55,000.00 55,000.00

0.2000 oh Kepala tukang @ 75,000.00 15,000.00

0.0500 oh Mandor @ 75,000.00 3,750.00

JUMLAH 519,037.50 213,750.00 732,787.50

A. 6.6.10 1 M2 PEMBUATAN BAK ADUKAN UKURAN (40 X 50 X 20) CM

0.0360 m3 Kayu Terentang @ 1,750,000.00 63,000.00

0.0800 kg Paku biasa 2'-5' @ 15,583.33 1,246.67

1.0000 btg kaso 5/7 @ 25,000.00 25,000.00

0.3000 oh Tukang kayu @ 70,000.00 21,000.00

0.0015 oh Mandor @ 75,000.00 112.50

JUMLAH 89,246.67 21,112.50 110,359.17

A. 6.6.11 1 M2 PEMBUATAN STEGGER DARI BAMBU,UKURAN (40X50X20) CM

1.0000 btg Bambu dia. 6 - 8 / 600 cm @ 10,000.00 10,000.00

0.2500 kg Tali Ijuk @ 25,000.00 6,250.00

0.0170 oh Tukang kayu @ 70,000.00 1,190.00

0.2500 oh Pekerja @ 55,000.00 13,750.00

0.0020 oh Kepala tukang @ 75,000.00 150.00

0.0130 oh Mandor @ 75,000.00 975.00

JUMLAH 16,250.00 16,065.00 29,335.00

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A. 6.6.12 1 M2 PEMBUATAN JALAN SEMENTARA

0.1500 m3 Batu Belah 15/20 @ 215,400.00 32,310.00

0.0900 m3 Batu Pecah 5/7 @ 263,000.00 23,670.00

0.0100 m3 Pasir pasang @ 278,750.00 2,787.50

1.0000 oh pekerja @ 55,000.00 55,000.00

0.0500 oh mandor @ 75,000.00 3,750.00

JUMLAH 58,767.50 58,750.00 117,517.50

A. 6.6.13 1 M3 BONGKARAN BETON BERTULANG

6.6670 oh pekerja @ 55,000.00 366,685.00

0.3330 oh Mandor @ 75,000.00 24,975.00

JUMLAH - 391,660.00 391,660.00

A. 6.6.14 1 M3 BONGKARAN DINDING TEMBOK BATA MERAH

6.6670 oh pekerja @ 55,000.00 366,685.00

0.3330 oh Mandor @ 75,000.00 24,975.00

JUMLAH - 391,660.00 391,660.00

A. 6.6.15 1 M' PASANG PAGAR KAWAT JARING GALVANIS.TINGGI 1,00 M

0.4340 m2 Pagar Kawat jaring @ 107,300.00 46,568.20

0.0420 oh Pekerja @ 55,000.00 2,310.00

0.0040 oh Kepala tukang @ 75,000.00 300.00

0.0420 oh Tukang @ 70,000.00 2,940.00

0.0020 oh Mandor @ 75,000.00 150.00

JUMLAH 46,568.20 5,700.00 52,268.20

A. 6.6.16 1 M' PASANG PAGAR BETON PRACETAK ( 5X50X213) CM

0.9860 lbr Panel Beton Pracetak @ -

0.5250 btg Kolom Beton Pracetak @ -

0.0740 m3 Pasir Beton @ 250,000.00 18,500.00

0.1460 m3 Koral @ 263,000.00 38,398.00

45.0000 kg Semen Abu- abu @ 1,300.00 58,500.00

0.1250 oh Tukang batu @ 70,000.00 8,750.00

0.0120 oh Kepala tukang @ 75,000.00 900.00

0.3750 oh pekerja @ 55,000.00 20,625.00

0.0190 oh mandor @ 75,000.00 1,425.00

JUMLAH 115,398.00 31,700.00 147,098.00

B. PEKERJAAN TANAH

B. 6.6.1 1 M3 GALIAN TANAH BIASA SEDALAM 1 M'

0.4000 oh pekerja @ 55,000.00 22,000.00

- oh tukang gali @ 70,000.00 -

- oh kepala tukang @ 75,000.00 -

0.0400 oh mandor @ 75,000.00 3,000.00

JUMLAH 25,000.00 25,000.00

Page 130: Analisa Cika'11

B. 6.6.2 1 M3 GALIAN TANAH BIASA SEDALAM 2 M'

0.5260 oh pekerja @ 55,000.00 28,930.00

- oh tukang gali @ 70,000.00 -

- oh kepala tukang @ 75,000.00 -

0.0520 oh mandor @ 75,000.00 3,900.00

JUMLAH 32,830.00 32,830.00

B. 6.6.3 1 M3 GALIAN TANAH BIASA SEDALAM 3 M'

0.7350 oh pekerja @ 55,000.00 40,425.00

- oh tukang gali @ 70,000.00 -

- oh kepala tukang @ 75,000.00 -

0.0730 oh mandor @ 75,000.00 5,475.00

JUMLAH 45,900.00 45,900.00

B. 6.6.4 1 M3 GALIAN TANAH KERAS SEDALAM 1 M'

0.6250 oh pekerja @ 55,000.00 34,375.00

- oh tukang gali @ 70,000.00 -

- oh kepala tukang @ 75,000.00 -

0.0620 oh mandor @ 75,000.00 4,650.00

JUMLAH 39,025.00 39,025.00

B. 6.6.5 1 M3 GALIAN TANAH CADAS SEDALAM 1 M

1.2500 oh pekerja @ 55,000.00 68,750.00

- oh tukang gali @ 70,000.00 -

- oh kepala tukang @ 75,000.00 -

0.1250 oh mandor @ 75,000.00 9,375.00

JUMLAH 78,125.00 78,125.00

B. 6.6.6 1 M3 GALIAN TANAH LUMPUR SEDALAM 1 M'

0.8230 oh pekerja @ 55,000.00 45,265.00

- oh tukang gali @ 70,000.00 -

- oh kepala tukang @ 75,000.00 -

0.0830 oh mandor @ 75,000.00 6,225.00

JUMLAH 51,490.00 51,490.00

B. 6.6.7 1 M2 PEKERJAAN STRIPPING SETINGGI 1 M

0.0500 oh pekerja @ 55,000.00 2,750.00

- oh tukang gali @ 70,000.00 -

- oh kepala tukang @ 75,000.00 -

0.0050 oh mandor @ 75,000.00 375.00

JUMLAH 3,125.00 3,125.00

B. 6.6.8 1 M3 PEMBUANGAN TANAH SEJAUH 150 M

0.5160 oh pekerja @ 55,000.00 28,380.00

- oh tukang gali @ 70,000.00 -

- oh kepala tukang @ 75,000.00 -

0.0500 oh mandor @ 75,000.00 3,750.00

JUMLAH 32,130.00 32,130.00

Page 131: Analisa Cika'11

B. 6.6.9 1 M3 URUGAN KEMBALI

0.1920 oh pekerja @ 55,000.00 10,560.00

- oh tukang gali @ 70,000.00 -

- oh kepala tukang @ 75,000.00 -

0.0190 oh mandor @ 75,000.00 1,425.00

JUMLAH 11,985.00 11,985.00

B. 6.6.10 PEMADATAN TANAH

0.5000 oh pekerja @ 55,000.00 27,500.00

- oh tukang gali @ 70,000.00 -

- oh kepala tukang @ 75,000.00 -

0.0500 oh mandor @ 75,000.00 3,750.00

JUMLAH 31,250.00 31,250.00

B. 6.6.11 1 M3 URUGAN TANAH

1.2000 M3 Tanah urug @ 51,900.00 62,280.00

0.2500 oh pekerja @ 55,000.00 13,750.00

0.0250 oh mandor @ 75,000.00 1,875.00

1.0000 oh Ls biaya pemadatan @ 31,250.00 31,250.00

JUMLAH 62,280.00 46,875.00 109,155.00

B. 6.6.11.a 1 M3 URUGAN PASIR

1.2000 M3 pasir urug @ 51,900.00 62,280.00

0.3000 oh pekerja @ 55,000.00 16,500.00

0.0100 oh mandor @ 75,000.00 750.00

1.0000 oh Ls biaya pemadatan @ 31,250.00 31,250.00

JUMLAH 62,280.00 48,500.00 110,780.00

B. 6.6.12 1 M3 LAPISAN PUDEL CAMP 1 Kp : 3 Ps : 7 TL

0.3300 M3 pasir urug @ 51,900.00 17,127.00

0.1090 M3 kapur padam @

0.7630 M3 tanah liat @

0.8330 oh pekerja @ 55,000.00 45,815.00

0.4160 oh tukang batu @ 70,000.00 29,120.00

0.0400 oh kepala tukang @ 75,000.00 3,000.00

0.0830 oh mandor @ 75,000.00 6,225.00

JUMLAH 17,127.00 84,160.00 133,602.12

B. 6.6.13 1 M3 LAPISAN PUDEL CAMP 1 Kp : 5 TL

0.2000 M3 kapur padam @ -

1.0000 M3 tanah liat @ -

0.8330 oh pekerja @ 55,000.00 45,815.00

0.4160 oh tukang batu @ 70,000.00 29,120.00

0.0410 oh kepala tukang @ 75,000.00 3,075.00

0.0810 oh mandor @ 75,000.00 6,075.00

JUMLAH - 84,085.00 84,085.00

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B. 6.6.14 1 M3 PEMASANGAN LAPISAN IJUK

1.2000 m3 ijuk @

0.1500 oh pekerja @ 55,000.00 8,250.00

- oh tukang gali @ 70,000.00 -

- oh kepala tukang @ 75,000.00 -

0.0150 oh mandor @ 75,000.00 1,125.00

JUMLAH - 9,375.00 9,375.00

B. 6.6.15 1 M3 URUGAN SIRTU

1.2000 M3 Sirtu @ 274,800.00 329,760.00

0.2500 oh pekerja @ 55,000.00 13,750.00

- oh tukang gali @ 70,000.00 -

- oh kepala tukang @ 75,000.00 -

0.0250 oh mandor @ 75,000.00 1,875.00

JUMLAH 329,760.00 15,625.00 345,385.00

B. 6.6.16 1 M2 PEMBUATAN JALAN SEMENTARA. TEBAL 25 CM

0.2750 m3 batu belah @ 215,400.00 59,235.00

0.0300 m3 kerikil /Koral @ 263,000.00 7,890.00

0.0500 m3 pasir @ 250,000.00 12,500.00

1.0000 oh pekerja @ 55,000.00 55,000.00

- oh tukang gali @ 70,000.00 -

- oh kepala tukang @ 75,000.00 -

0.1000 oh mandor @ 75,000.00 7,500.00

JUMLAH 79,625.00 62,500.00 142,125.00

C. PEKERJAAN PONDASI

C.6.6.1 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 1 Ps

1.1000 m3 batu belah 15/20 cm @ 215,400.00 236,940.00

392.0000 kg semen porland @ 1,300.00 509,600.00

0.3140 m3 pasir pasang @ 250,000.00 78,500.00

1.5000 oh pekerja @ 55,000.00 82,500.00

0.6000 oh tukang batu @ 70,000.00 42,000.00

0.0600 oh kepala tukang @ 75,000.00 4,500.00

0.0750 oh mandor @ 75,000.00 5,625.00

JUMLAH 825,040.00 134,625.00 959,665.00

C.6.6.2 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 2 Ps

1.1000 m3 batu belah 15/20 cm @ 215,400.00 236,940.00

267.0000 kg semen porland @ 1,300.00 347,100.00

0.4270 m3 pasir pasang @ 250,000.00 106,750.00

1.5000 oh pekerja @ 55,000.00 82,500.00

0.6000 oh tukang batu @ 70,000.00 42,000.00

0.0600 oh kepala tukang @ 75,000.00 4,500.00

0.0750 oh mandor @ 75,000.00 5,625.00

JUMLAH 690,790.00 134,625.00 825,415.00

Page 133: Analisa Cika'11

C.6.6.3 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 2,5 Ps

1.1000 m3 batu belah 15/20 cm @ 215,400.00 236,940.00

392.0000 kg semen porland @ 1,300.00 509,600.00

0.3140 m3 pasir pasang @ 250,000.00 78,500.00

1.5000 oh pekerja @ 55,000.00 82,500.00

0.6000 oh tukang batu @ 70,000.00 42,000.00

0.0600 oh kepala tukang @ 75,000.00 4,500.00

0.0750 oh mandor @ 75,000.00 5,625.00

JUMLAH 825,040.00 134,625.00 959,665.00

C.6.6.4 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 3 Ps

1.1000 m3 batu belah 15/20 cm @ 215,400.00 236,940.00

202.0000 kg semen porland @ 1,300.00 262,600.00

0.4850 m3 pasir pasang @ 250,000.00 121,250.00

1.5000 oh pekerja @ 55,000.00 82,500.00

0.6000 oh tukang batu @ 70,000.00 42,000.00

0.0600 oh kepala tukang @ 75,000.00 4,500.00

0.0750 oh mandor @ 75,000.00 5,625.00

JUMLAH 620,790.00 134,625.00 755,415.00

C.6.6.5 1 M3 PASANG PONDASI BATU KALI / GUNUNG / BELAH 1 Pc ; 4 Ps

1.1000 m3 batu belah 15/20 cm @ 215,400.00 236,940.00

163.0000 kg semen porland @ 1,300.00 211,900.00

0.5200 m3 pasir pasang Ex. Semuntai @ 250,000.00 130,000.00

9 1.5000 oh pekerja @ 55,000.00 82,500.00

3.6 0.6000 oh tukang batu @ 70,000.00 42,000.00

0.36 0.0600 oh kepala tukang @ 75,000.00 4,500.00

0.45 0.0750 oh mandor @ 75,000.00 5,625.00

JUMLAH 578,840.00 134,625.00 713,465.00

C.6.6.5.a 1 M3 PASANG PONDASI BATU KALI / GUNUNG / BELAH 1 Pc ; 4 Ps (Pasir Putih)

1.1000 m3 batu belah 15/20 cm @ 215,400.00 236,940.00

163.0000 kg semen porland @ 1,300.00 211,900.00

0.5200 m3 pasir pasang Putih @ 64,500.00 33,540.00

1.5000 oh pekerja @ 55,000.00 82,500.00

0.6000 oh tukang batu @ 70,000.00 42,000.00

0.0600 oh kepala tukang @ 75,000.00 4,500.00

0.0750 oh mandor @ 75,000.00 5,625.00

JUMLAH 482,380.00 134,625.00 617,005.00

C.6.6.5.b 1 M3 PASANG PONDASI BATU KALI / GUNUNG / BELAH 1 Pc ; 4 Ps (Pasir Putih Sepaku)

1.1000 m3 batu belah 15/20 cm (SEPAKU) @ 225,000.00 247,500.00

163.0000 kg semen porland @ 1,300.00 211,900.00

0.5200 m3 Pasir pasang putih Sepaku @ 225,000.00 117,000.00

1.5000 oh pekerja @ 55,000.00 82,500.00

0.6000 oh tukang batu @ 70,000.00 42,000.00

0.0600 oh kepala tukang @ 75,000.00 4,500.00

0.0750 oh mandor @ 75,000.00 5,625.00

JUMLAH 576,400.00 134,625.00 711,025.00

C.6.6.6 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 5 Ps

1.1000 m3 batu belah 15/20 cm @ 215,400.00 236,940.00

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136.0000 kg semen porland @ 1,300.00 176,800.00

0.5440 m3 pasir pasang @ 250,000.00 136,000.00

1.5000 oh pekerja @ 55,000.00 82,500.00

0.6000 oh tukang batu @ 70,000.00 42,000.00

0.0600 oh kepala tukang @ 75,000.00 4,500.00

0.0750 oh mandor @ 75,000.00 5,625.00

JUMLAH 549,740.00 134,625.00 684,365.00

C.6.6.7 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 6 Ps

1.1000 m3 batu belah 15/20 cm @ 215,400.00 236,940.00

117.0000 kg semen porland @ 1,300.00 152,100.00

0.5610 m3 pasir pasang @ 250,000.00 140,250.00

1.5000 oh pekerja @ 55,000.00 82,500.00

0.6000 oh tukang batu @ 70,000.00 42,000.00

0.0600 oh kepala tukang @ 75,000.00 4,500.00

0.0750 oh mandor @ 75,000.00 5,625.00

JUMLAH 529,290.00 134,625.00 663,915.00

Page 135: Analisa Cika'11

C.6.6.8 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 8 Ps

1.1000 m3 batu belah 15/20 cm @ 215,400.00 236,940.00

91.0000 kg semen porland @ 1,300.00 118,300.00

0.5610 m3 pasir pasang @ 250,000.00 140,250.00

1.5000 oh pekerja @ 55,000.00 82,500.00

0.6000 oh tukang batu @ 70,000.00 42,000.00

0.0600 oh kepala tukang @ 75,000.00 4,500.00

0.0750 oh mandor @ 75,000.00 5,625.00

JUMLAH 495,490.00 134,625.00 630,115.00

C.6.6.9 1 M3 PASANG PONDASI BATU KALI, 1 Kp ; 1 Sm ; 1 Ps

1.1000 m3 batu belah 15/20 cm @ 215,400.00 236,940.00

0.2290 kg kapur pasang @ 1,300.00 297.70

0.2290 m3 semen merah @ 1,600.00 366.40

0.5440 oh pasir pasang @ 250,000.00 136,000.00

1.5000 oh pekerja @ 55,000.00 82,500.00

0.6000 oh tukang batu @ 70,000.00 42,000.00

0.0600 oh kepala tukang @ 75,000.00 4,500.00

0.0750 oh mandor @ 75,000.00 5,625.00

JUMLAH 373,299.60 108,600.00 481,899.60

C.6.6.10 1 M3 PASANG PONDASI BATU KALI, 1 Kp ; 1 Sm ; 2 Ps

1.1000 m3 batu belah 15/20 cm @ 215,400.00 236,940.00

0.1700 kg kapur pasang @ 1,300.00 221.00

0.1700 m3 semen merah @ 1,600.00 272.00

0.3400 oh pasir pasang @ 250,000.00 85,000.00

1.5000 oh pekerja @ 55,000.00 82,500.00

0.6000 oh tukang batu @ 70,000.00 42,000.00

0.0600 oh kepala tukang @ 75,000.00 4,500.00

0.0750 oh mandor @ 75,000.00 5,625.00

JUMLAH 322,433.00 134,625.00 457,058.00

C.6.6.11 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 1/4 Kp ; 4 Ps

1.1000 m3 batu belah 15/20 cm @ 215,400.00 236,940.00

156.0000 kg semen portland @ 1,300.00 202,800.00

0.0320 m3 kapur pasang @ 5,000.00 160.00

0.5480 oh pasir pasang @ 250,000.00 137,000.00

1.5000 oh pekerja @ 55,000.00 82,500.00

0.6000 oh tukang batu @ 70,000.00 42,000.00

0.0600 oh kepala tukang @ 75,000.00 4,500.00

0.0750 oh mandor @ 75,000.00 5,625.00

JUMLAH 576,900.00 134,625.00 711,525.00

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C.6.6.12 1 M3 PASANG PONDASI BATU KALI, 1 Pc ; 3 Kp ; 10 Ps

1.1000 m3 batu belah 15/20 cm @ 215,400.00 236,940.00

61.0000 kg semen portland @ 1,300.00 79,300.00

0.1470 m3 kapur pasang @ 5,000.00 735.00

0.4920 oh pasir pasang @ 250,000.00 123,000.00

1.5000 oh pekerja @ 55,000.00 82,500.00

0.6000 oh tukang batu @ 70,000.00 42,000.00

0.0600 oh kepala tukang @ 75,000.00 4,500.00

0.0750 oh mandor @ 75,000.00 5,625.00

JUMLAH 439,975.00 134,625.00 574,600.00

C.6.6.13 1 M3 PASANG PONDASI BATU KALI, 1/4 Pc ; 1 Kp ; 4 Ps

1.1000 m3 batu belah 15/20 cm @ 215,400.00 236,940.00

41.0000 kg semen portland @ 1,300.00 53,300.00

0.1310 m3 kapur pasang @ 5,000.00 655.00

0.5230 oh pasir pasang @ 250,000.00 130,750.00

1.5000 oh pekerja @ 55,000.00 82,500.00

0.6000 oh tukang batu @ 70,000.00 42,000.00

0.0600 oh kepala tukang @ 75,000.00 4,500.00

0.0750 oh mandor @ 75,000.00 5,625.00

JUMLAH 421,645.00 134,625.00 556,270.00

C. 6.6.14 1 M3 PASANGAN BATU KOSONG (AANSTAMPING)

1.2000 m3 batu gunung @ 215,400.00 258,480.00

0.3000 m3 pasir urug @ 51,900.00 15,570.00

0.7800 oh pekerja @ 55,000.00 42,900.00

0.3900 oh tukang batu @ 70,000.00 27,300.00

0.0390 oh kepala tukang @ 75,000.00 2,925.00

0.0390 oh mandor @ 75,000.00 2,925.00

JUMLAH 274,050.00 76,050.00 350,100.00

C. 6.6.15 1 M3 PASANG PONDASI SIKLOP 40 % BATU KALI

75.0000 kg besi beton @ 10,000.00 750,000.00

202.0000 kg semen portland @ 1,300.00 262,600.00

0.3200 m3 pasir beton @ 250,000.00 80,000.00

0.4900 m3 koral beton @ 263,000.00 128,870.00

0.8000 kg kawat beton @ 20,000.00 16,000.00

3.0000 oh pekerja @ 55,000.00 165,000.00

0.8500 oh tukang batu @ 70,000.00 59,500.00

0.0850 oh kepala tukang @ 75,000.00 6,375.00

0.1500 oh mandor @ 75,000.00 11,250.00

JUMLAH 1,237,470.00 242,125.00 1,479,595.00

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C. 6.6.16 1 M3 PASANG PONDASI SUMURAN DIA 100 CM

0.4500 kg batu belah 15/20 @ 215,400.00 96,930.00

280.0000 kg semen portland @ 1,300.00 364,000.00

0.4500 m3 pasir beton @ 250,000.00 112,500.00

0.6700 m3 koral beton @ 263,000.00 176,210.00

2.3800 oh pekerja @ 55,000.00 130,900.00

0.3000 oh tukang batu @ 70,000.00 21,000.00

0.0300 oh kepala tukang @ 75,000.00 2,250.00

0.0800 oh mandor @ 75,000.00 6,000.00

JUMLAH 749,640.00 160,150.00 909,790.00

C. 6.6.17 PEMBUATAN TIANG PANCANG (40X40) CM, BETON BERTULANG

0.0190 m3 pasir urug darat @ 51,900.00 986.10

0.0940 m3 pasir beton @ 250,000.00 23,500.00

0.1500 m3 koral beton @ 263,000.00 39,450.00

60.5000 kg semen portland @ 1,300.00 78,650.00

45.0000 kg besi beton @ 11,750.00 528,750.00

0.9000 kg kawat beton @ 20,000.00 18,000.00

0.0320 m3 kayu kaso 5/7 @ 1,750,000.00 56,000.00

0.1200 kg paku @ 15,583.33 1,870.00

0.0900 lt minyak bekisting @ 13,500.00 1,215.00

0.2400 kg plamur tembok @ 18,500.00 4,440.00

1.0000 oh pekerja @ 55,000.00 55,000.00

0.6700 oh tukang batu @ 70,000.00 46,900.00

0.0670 oh kepala tukang @ 75,000.00 5,025.00

0.0500 oh mandor @ 75,000.00 3,750.00

JUMLAH 752,861.10 110,675.00 863,536.10

C. 6.6.18 PEMBUATAN TIANG PANCANG (35X35) CM, BETON BERTULANG

0.0160 m3 pasir urug darat @ 51,900.00 830.40

0.0800 m3 pasir beton @ 250,000.00 20,000.00

0.1250 m3 koral beton @ 263,000.00 32,875.00

49.0000 kg semen portland @ 1,300.00 63,700.00

34.5000 kg besi beton @ 11,750.00 405,375.00

0.7000 kg kawat beton @ 10,000.00 7,000.00

0.0270 m3 kayu kaso 5/7 @ 1,750,000.00 47,250.00

0.1200 kg paku @ 15,583.33 1,870.00

0.0900 lt minyak bekisting @ 13,500.00 1,215.00

0.2000 kg plamur tembok @ 18,500.00 3,700.00

0.8000 oh pekerja @ 55,000.00 44,000.00

0.5000 oh tukang batu @ 70,000.00 35,000.00

0.0500 oh kepala tukang @ 75,000.00 3,750.00

0.0400 oh mandor @ 75,000.00 3,000.00

JUMLAH 583,815.40 85,750.00 669,565.40

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D. PEKERJAAN DINDING

D.6.6.1 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 1 Ps

62.5 120.0000 bh bata merah @ 800.00 96,000.00

64.0300 kg semen portland @ 1,300.00 83,239.00

0.0590 m3 pasir pasang @ 250,000.00 14,750.00

0.6500 oh pekerja @ 55,000.00 35,750.00

0.2000 oh tukang batu @ 70,000.00 14,000.00

0.0200 oh kepala tukang @ 75,000.00 1,500.00

0.0300 oh mandor @ 75,000.00 2,250.00

JUMLAH 193,989.00 53,500.00 247,489.00

D.6.6.2 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 2 Ps

120.0000 bh bata merah @ 800.00 96,000.00

43.5000 kg semen portland @ 1,300.00 56,550.00

0.0800 m3 pasir pasang @ 250,000.00 20,000.00

0.6500 oh pekerja @ 55,000.00 35,750.00

0.2000 oh tukang batu @ 70,000.00 14,000.00

0.0200 oh kepala tukang @ 75,000.00 1,500.00

0.0300 oh mandor @ 75,000.00 2,250.00

JUMLAH 172,550.00 53,500.00 226,050.00

D.6.6.3 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 3 Ps

120.0000 bh bata merah @ 800.00 96,000.00

32.9500 kg semen portland @ 1,300.00 42,835.00

0.0910 m3 pasir pasang @ 250,000.00 22,750.00

0.6500 oh pekerja @ 55,000.00 35,750.00

0.2000 oh tukang batu @ 70,000.00 14,000.00

0.0200 oh kepala tukang @ 75,000.00 1,500.00

0.0300 oh mandor @ 75,000.00 2,250.00

JUMLAH 161,585.00 53,500.00 215,085.00

D.6.6.4 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 4 Ps

120.0000 bh bata merah @ 800.00 96,000.00

26.5500 kg semen portland @ 1,300.00 34,515.00

0.0930 m3 pasir pasang @ 250,000.00 23,250.00

0.6500 oh pekerja @ 55,000.00 35,750.00

0.2000 oh tukang batu @ 70,000.00 14,000.00

0.0200 oh kepala tukang @ 75,000.00 1,500.00

0.0300 oh mandor @ 75,000.00 2,250.00

JUMLAH 153,765.00 53,500.00 207,265.00

D.6.6.5 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 5 Ps

120.0000 bh bata merah @ 800.00 96,000.00

22.2000 kg semen portland @ 1,300.00 28,860.00

0.1020 m3 pasir pasang @ 250,000.00 25,500.00

0.6500 oh pekerja @ 55,000.00 35,750.00

0.2000 oh tukang batu @ 70,000.00 14,000.00

0.0200 oh kepala tukang @ 75,000.00 1,500.00

0.0300 oh mandor @ 75,000.00 2,250.00

JUMLAH 150,360.00 53,500.00 203,860.00

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D.6.6.6 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 6 Ps

120.0000 bh bata merah @ 800.00 96,000.00

22.2000 kg semen portland @ 1,300.00 28,860.00

0.1020 m3 pasir pasang @ 250,000.00 25,500.00

0.6500 oh pekerja @ 55,000.00 35,750.00

0.2000 oh tukang batu @ 70,000.00 14,000.00

0.0200 oh kepala tukang @ 75,000.00 1,500.00

0.0300 oh mandor @ 75,000.00 2,250.00

JUMLAH 150,360.00 53,500.00 203,860.00

D.6.6.7 1 M2 PASANGAN BATA MERAH TEBAL 1 BATA, 1 Pc ; 3 Kp ; 10 Ps @

120.0000 bh bata merah @ 800.00 96,000.00

10.0800 kg semen portland @ 1,300.00 13,104.00

0.0925 m3 pasir pasang @ 250,000.00 23,125.00

0.0275 m3 kapur pasang @ 5,000.00 137.50

0.6500 oh pekerja @ 55,000.00 35,750.00

0.2000 oh tukang batu @ 70,000.00 14,000.00

0.0200 oh kepala tukang @ 75,000.00 1,500.00

0.0300 oh mandor @ 75,000.00 2,250.00

JUMLAH 132,366.50 53,500.00 185,866.50

D.6.6.8 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 Pc ; 1 Ps

60.0000 bh bata merah @ 800.00 48,000.00

27.8000 kg semen portland @ 1,300.00 36,140.00

0.0280 m3 pasir pasang @ 250,000.00 7,000.00

0.3200 oh pekerja @ 55,000.00 17,600.00

0.1000 oh tukang batu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0150 oh mandor @ 75,000.00 1,125.00

JUMLAH 91,140.00 26,475.00 117,615.00

D. 6.6.9 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 2 ps

60.0000 bh bata merah 8 x 8 x 15 cm @ 800.00 48,000.00

18.9500 kg semen porland @ 1,300.00 24,635.00

0.0380 m3 pasir pasang @ 250,000.00 9,500.00

0.3200 oh pekerja @ 55,000.00 17,600.00

0.1000 oh tukang batu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0150 oh mandor @ 75,000.00 1,125.00

JUMLAH 82,135.00 26,475.00 108,610.00

D. 6.6.10 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 3 ps

60.0000 bh bata merah 8 x 8 x 15 cm @ 800.00 48,000.00

14.3700 kg semen porland @ 1,300.00 18,681.00

0.0400 m3 pasir pasang @ 250,000.00 10,000.00

0.3200 oh pekerja @ 55,000.00 17,600.00

0.1000 oh tukang batu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0150 oh mandor @ 75,000.00 1,125.00

JUMLAH 76,681.00 26,475.00 103,156.00

Page 140: Analisa Cika'11

D. 6.6.11 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 4 ps

60.0000 bh bata merah 8 x 8 x 15 cm @ 800.00 48,000.00

11.5000 kg semen porland @ 1,300.00 14,950.00

0.0430 m3 pasir pasang @ 250,000.00 10,750.00

0.3200 oh pekerja @ 55,000.00 17,600.00

0.1000 oh tukang batu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0150 oh mandor @ 75,000.00 1,125.00

JUMLAH 73,700.00 26,475.00 100,175.00

D. 6.6.11.a 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 4 ps (pasir Putih Lokal)

60.0000 bh bata merah 8 x 8 x 15 cm @ 800.00 48,000.00

11.5000 kg semen porland @ 1,300.00 14,950.00

0.0430 m3 pasir pasang putih lokal @ 64,500.00 2,773.50

0.3200 oh pekerja @ 55,000.00 17,600.00

0.1000 oh tukang batu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0150 oh mandor @ 75,000.00 1,125.00

JUMLAH 65,723.50 26,475.00 92,198.50

D. 6.6.11.b 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 4 ps (pasir Putih Sepaku)

60.0000 bh bata merah 8 x 8 x 15 cm @ 800.00 48,000.00

11.5000 kg semen porland @ 1,300.00 14,950.00

0.0430 m3 pasir pasang putih lokal sepaku @ 225,000.00 9,675.00

0.3200 oh pekerja @ 55,000.00 17,600.00

0.1000 oh tukang batu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0150 oh mandor @ 75,000.00 1,125.00

JUMLAH 72,625.00 26,475.00 99,100.00

D. 6.6.12 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 5 ps

60.0000 bh bata merah 8 x 8 x 15 cm @ 800.00 48,000.00

9.6800 kg semen porland @ 1,300.00 12,584.00

0.0450 m3 pasir pasang @ 250,000.00 11,250.00

0.3200 oh pekerja @ 55,000.00 17,600.00

0.1000 oh tukang batu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0150 oh mandor @ 75,000.00 1,125.00

JUMLAH 71,834.00 26,475.00 98,309.00

D. 6.6.13 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 6 ps

60.0000 bh bata merah 8 x 8 x 15 cm @ 800.00 48,000.00

8.3200 kg semen porland @ 1,300.00 10,816.00

0.0490 m3 pasir pasang @ 250,000.00 12,250.00

0.3200 oh pekerja @ 55,000.00 17,600.00

0.1000 oh tukang batu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0150 oh mandor @ 75,000.00 1,125.00

JUMLAH 71,066.00 26,475.00 97,541.00

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D. 6.6.14 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 8 ps

60.0000 bh bata merah 8 x 8 x 15 cm @ 800.00 48,000.00

6.5000 kg semen porland @ 1,300.00 8,450.00

0.0500 m3 pasir pasang @ 250,000.00 12,500.00

0.3200 oh pekerja @ 55,000.00 17,600.00

0.1000 oh tukang batu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0150 oh mandor @ 75,000.00 1,125.00

JUMLAH 68,950.00 26,475.00 95,425.00

Page 142: Analisa Cika'11

D. 6.6.15 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 3 Kp ; 10 ps

60.0000 bh bata merah 8 x 8 x 15 cm @ 800.00 48,000.00

4.5000 kg semen porland @ 1,300.00 5,850.00

0.0500 m3 pasir pasang @ 250,000.00 12,500.00

0.0150 m3 kapur padam @ 5,000.00 75.00

0.3200 oh pekerja @ 55,000.00 17,600.00

0.1000 oh tukang batu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0150 oh mandor @ 75,000.00 1,125.00

JUMLAH 66,350.00 26,550.00 92,900.00

D. 6.6.16 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 pc ; 1 Sm ; 1 ps

60.0000 bh bata merah @ 800.00 48,000.00

0.0180 kg semen merah/bata merah tumbuk @ 1,300.00 23.40

0.0180 m3 pasir pasang @ 250,000.00 4,500.00

0.0180 m3 kapur padam @ 5,000.00 90.00

0.3200 oh pekerja @ 55,000.00 17,600.00

0.1000 oh tukang batu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0150 oh mandor @ 75,000.00 1,125.00

JUMLAH 52,613.40 26,475.00 79,088.40

D. 6.6.17 1 M2 PASANGAN BATA MERAH TEBAL 1/2 BATA, 1 Kp ; 1 Sm ; 2 Ps

60.0000 bh bata merah @ 800.00 48,000.00

0.0140 kg semen merah/bata merah tumbuk @ 1,300.00 18.20

0.0280 m3 pasir pasang @ 250,000.00 7,000.00

0.0140 m3 kapur padam @ 5,000.00 70.00

0.3200 oh pekerja @ 55,000.00 17,600.00

0.1000 oh tukang batu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0150 oh mandor @ 75,000.00 1,125.00

JUMLAH 55,088.20 26,475.00 81,563.20

D. 6.6.18 1 M2 PASANGAN DINDING HOLLOW BLOCK (HB.20)

12.5000 bh Hollow block @ 800.00 10,000.00

13.5000 kg semen portland @ 1,300.00 17,550.00

0.0480 m3 pasir pasang @ 250,000.00 12,000.00

1.9500 m3 besi beton polos @ 10,000.00 19,500.00

0.3500 oh pekerja @ 55,000.00 19,250.00

0.1500 oh tukang batu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0170 oh mandor @ 75,000.00 1,275.00

JUMLAH 59,050.00 32,150.00 91,200.00

Page 143: Analisa Cika'11

D. 6.6.19 1 M2 PASANGAN DINDING HOLLOW BLOCK (HB.15)

12.5000 bh Hollow block @ 13,375.00 167,187.50

10.4500 kg semen portland @ 1,300.00 13,585.00

0.0380 m3 pasir pasang @ 250,000.00 9,500.00

1.9500 m3 besi beton polos @ 10,000.00 19,500.00

0.3200 oh pekerja @ 55,000.00 17,600.00

0.1200 oh tukang batu @ 70,000.00 8,400.00

0.0120 oh kepala tukang @ 75,000.00 900.00

0.0150 oh mandor @ 75,000.00 1,125.00

JUMLAH 209,772.50 28,025.00 237,797.50

D. 6.6.20 1 M2 PASANGAN DINDING HOLLOW BLOCK (HB.10)

12.5000 bh Hollow block @ 13,375.00 167,187.50

7.5000 kg semen portland @ 1,300.00 9,750.00

0.0270 m3 pasir pasang @ 250,000.00 6,750.00

1.9500 m3 besi beton polos @ 10,000.00 19,500.00

0.3200 oh pekerja @ 55,000.00 17,600.00

0.1000 oh tukang batu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0150 oh mandor @ 75,000.00 1,125.00

JUMLAH 203,187.50 26,475.00 229,662.50

D. 6.6.21 1 M2 PASANGAN DINDING CON BLOCK (HB.20)

12.5000 bh concrete block @ 13,375.00 167,187.50

14.0500 kg semen portland @ 1,300.00 18,265.00

0.0040 m3 pasir beton @ 250,000.00 1,000.00

0.0420 m3 pasir pasang @ 64,500.00 2,709.00

3.8700 kg besi beton polos @ 10,000.00 38,700.00

0.0060 kg paku biasa 2" - 5" @ 15,583.33 93.50

0.0010 kg kayu terentang @ 55,000.00 55.00

0.0300 kg kawat beton @ 20,000.00 600.00

0.0050 kg koral beton @ 263,000.00 1,315.00

0.3700 oh pekerja @ 55,000.00 20,350.00

0.1570 oh tukang batu @ 70,000.00 10,990.00

0.0070 oh tukang besi @ 70,000.00 490.00

0.0164 oh kepala tukang @ 75,000.00 1,230.00

0.0185 oh mandor @ 75,000.00 1,387.50

JUMLAH 229,925.00 34,447.50 264,372.50

Page 144: Analisa Cika'11

D. 6.6.22 1 M2 PASANGAN DINDING CON BLOCK (HB.15)

12.5000 bh concrete block @ 13,375.00 167,187.50

10.4600 kg semen portland @ 1,300.00 13,598.00

0.0300 m3 pasir beton @ 250,000.00 7,500.00

0.0320 m3 pasir pasang @ 64,500.00 2,064.00

0.8700 kg besi beton polos @ 10,000.00 8,700.00

0.0040 kg paku biasa 2" - 5" @ 15,583.33 62.33

0.0010 kg kayu terentang @ 55,000.00 55.00

0.0200 kg kawat beton @ 20,000.00 400.00

0.0040 kg koral beton @ 263,000.00 1,052.00

0.3400 oh pekerja @ 55,000.00 18,700.00

0.1300 oh tukang batu @ 70,000.00 9,100.00

0.0070 oh tukang besi @ 70,000.00 490.00

0.0137 oh kepala tukang @ 75,000.00 1,027.50

0.0170 oh mandor @ 75,000.00 1,275.00

JUMLAH 200,618.83 30,592.50 231,211.33

D. 6.6.23 1 M2 PASANGAN DINDING CON BLOCK (HB.10)

12.5000 bh concrete block @ 13,375.00 167,187.50

7.2000 kg semen portland @ 1,300.00 9,360.00

0.0020 m3 pasir beton @ 250,000.00 500.00

0.0210 m3 pasir pasang @ 64,500.00 1,354.50

2.5400 kg besi beton polos @ 10,000.00 25,400.00

0.0030 kg paku biasa 2" - 5" @ 15,583.33 46.75

0.0010 kg kayu terentang @ 55,000.00 55.00

0.0150 kg kawat beton @ 20,000.00 300.00

0.0030 kg koral beton @ 263,000.00 789.00

0.3400 oh pekerja @ 55,000.00 18,700.00

0.1070 oh tukang batu @ 70,000.00 7,490.00

0.0070 oh tukang besi @ 70,000.00 490.00

0.0114 oh kepala tukang @ 75,000.00 855.00

0.0170 oh mandor @ 75,000.00 1,275.00

JUMLAH 204,992.75 28,810.00 233,802.75

D. 6.6.24 1 M2 PASANGAN DINDING LATAI

2.5000 bh bondbeam 40x20x20 cm @ - -

5.1000 kg semen portland @ 1,300.00 6,630.00

0.0800 m3 pasir beton @ 250,000.00 20,000.00

1.5000 kg besi beton polos @ 10,000.00 15,000.00

0.1500 m3 koral beton @ 263,000.00 39,450.00

0.1000 oh pekerja @ 55,000.00 5,500.00

0.0300 oh tukang batu @ 70,000.00 2,100.00

0.0300 oh tukang besi @ 70,000.00 2,100.00

0.0060 oh kepala tukang @ 75,000.00 450.00

0.005 oh mandor @ 75,000.00 375.00

JUMLAH 81,080.00 10,525.00 91,605.00

Page 145: Analisa Cika'11

D. 6.6.25 1 M2 PASANGAN DINDING ROSTER 20 X 20

0.04 26.0000 bh roster / terawang @ 6,000.00 156,000.00

25 12.8000 kg semen porland @ 1,300.00 16,640.00

0.0350 m3 pasir pasang @ 250,000.00 8,750.00

0.3000 oh pekerja @ 55,000.00 16,500.00

0.1000 oh tukang batu @ 70,000.00 7,000.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0150 oh mandor @ 75,000.00 1,125.00

JUMLAH 181,390.00 25,750.00 207,140.00

D. 6.6.26 1 M2 PASANG BATA BERONGGA UKURAN ( 5x11x24 ) cm

0.04 80.0000 bh bata berongga @ 800.00 64,000.00

25 23.6500 kg semen porland @ 1,300.00 30,745.00

0.5700 m3 pasir pasang @ 250,000.00 142,500.00

0.3200 oh pekerja @ 55,000.00 17,600.00

0.1500 oh tukang batu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0150 oh mandor @ 75,000.00 1,125.00

JUMLAH 237,245.00 30,350.00 267,595.00

D. 6.6.27 1 M2 PASANG DINDING ANYAMAN BAMBU RANGKA KAYU

0.04 1.5000 m2 bilik bambu @ 2,500.00 3,750.00

25 0.0140 m3 kayu @ 1,750,000.00 24,500.00

0.0120 kg paku @ 15,583.33 187.00

0.0030 m3 list kayu 2/4 @ 1,750,000.00 5,250.00

0.1000 oh pekerja @ 55,000.00 5,500.00

0.0500 oh tukang batu @ 70,000.00 3,500.00

0.0050 oh kepala tukang @ 75,000.00 375.00

0.0020 oh mandor @ 75,000.00 150.00

33,687.00 9,525.00 43,212.00

D. 6.6.28 1 M2 PASANG DINDING PEMISAH PLYWOOD RANGKAP

RANGKA KAYU MERANTI

0.0195 m3 balok kayu meranti @ 2,200,000.00 42,900.00

0.0070 m3 papan kayu meranti @ 2,300,000.00 16,100.00

0.1000 kg paku biasa 2' - 5' @ 15,583.33 1,558.33

1.0000 lbr plywood 4 mm @ 55,000.00 55,000.00

0.2000 oh pekerja @ 55,000.00 11,000.00

0.6000 oh tukang kayu @ 70,000.00 42,000.00

0.0600 oh kepala tukang @ 75,000.00 4,500.00

0.0100 oh mandor @ 75,000.00 750.00

JUMLAH 115,558.33 58,250.00 173,808.33

Page 146: Analisa Cika'11

E. PEKERJAAN PLESTERAN

E. 6.6.1 1 M2 PLESTERAN 1 pc ; 1 ps, TEBAL 15 MM

12.9200 kg semen portland @ 1,300.00 16,796.00

0.0130 m3 pasir pasang @ 250,000.00 3,250.00

0.2000 oh pekerja @ 55,000.00 11,000.00

0.1500 oh tukang batu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0100 oh mandor @ 75,000.00 750.00

20,046.00 23,375.00 43,421.00

E. 6.6.2 1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 15 MM

8.5200 kg semen portland @ 1,300.00 11,076.00

0.0170 m3 pasir pasang @ 250,000.00 4,250.00

0.2000 oh pekerja @ 55,000.00 11,000.00

0.1500 oh tukang batu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0100 oh mandor @ 75,000.00 750.00

JUMLAH 15,326.00 23,375.00 38,701.00

E. 6.6.3 1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 15 MM

6.4800 kg semen portland @ 1,300.00 8,424.00

0.0190 m3 pasir pasang @ 250,000.00 4,750.00

0.2000 oh pekerja @ 55,000.00 11,000.00

0.1500 oh tukang batu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0100 oh mandor @ 75,000.00 750.00

JUMLAH 13,174.00 23,375.00 36,549.00

E. 6.6.4 1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 15 MM

5.2000 kg semen portland @ 1,300.00 6,760.00

0.0200 m3 pasir pasang @ 250,000.00 5,000.00

0.2000 oh pekerja @ 55,000.00 11,000.00

0.1500 oh tukang batu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0100 oh mandor @ 75,000.00 750.00

JUMLAH 11,760.00 23,375.00 35,135.00

E. 6.6.4.a 1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 15 MM (Pasir Putih)

5.2000 kg semen portland @ 1,300.00 6,760.00

0.0200 m3 Pasir pasang putih @ 64,500.00 1,290.00

0.2000 oh pekerja @ 55,000.00 11,000.00

0.1500 oh tukang batu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0100 oh mandor @ 75,000.00 750.00

JUMLAH 8,050.00 23,375.00 31,425.00

E. 6.6.4.b 1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 15 MM (Pasir Putih Sepaku)

5.2000 kg semen portland @ 1,300.00 6,760.00

0.0200 m3 Pasir pasang putih Sepaku @ 225,000.00 4,500.00

0.2000 oh pekerja @ 55,000.00 11,000.00

0.1500 oh tukang batu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0100 oh mandor @ 75,000.00 750.00

Page 147: Analisa Cika'11

JUMLAH 11,260.00 23,375.00 34,635.00

E. 6.6.5 1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 15 MM

4.3200 kg semen portland @ 1,300.00 5,616.00

0.0220 m3 pasir pasang putih @ 64,500.00 1,419.00

0.2000 oh pekerja @ 55,000.00 11,000.00

0.1500 oh tukang batu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0100 oh mandor @ 75,000.00 750.00

JUMLAH 7,035.00 23,375.00 30,410.00

Page 148: Analisa Cika'11

E. 6.6.6 1 M2 PLESTERAN 1 pc ; 6 ps, TEBAL 15 MM

3.6800 kg semen portland @ 1,300.00 4,784.00

0.0230 m3 pasir pasang putih @ 64,500.00 1,483.50

0.2000 oh pekerja @ 55,000.00 11,000.00

0.1500 oh tukang batu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0100 oh mandor @ 75,000.00 750.00

JUMLAH 6,267.50 23,375.00 29,642.50

E. 6.6.7 1 M2 PLESTERAN 1 pc ; 8 ps, TEBAL 15 MM

2.8800 kg semen portland @ 1,300.00 3,744.00

0.0240 m3 pasir pasang @ 250,000.00 6,000.00

0.2000 oh pekerja @ 55,000.00 11,000.00

0.1500 oh tukang batu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0100 oh mandor @ 75,000.00 750.00

JUMLAH 9,744.00 23,375.00 33,119.00

E. 6.6.8 1 M2 PLESTERAN 1 pc ; 0,5 Kp ; 3 Ps, TEBAL 15 MM

5.7600 kg semen portland @ 1,300.00 7,488.00

0.0030 m3 Kapur padam @ 5,000.00 15.00

0.0130 m3 pasir pasang @ 250,000.00 3,250.00

0.2000 oh pekerja @ 55,000.00 11,000.00

0.1500 oh tukang batu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0100 oh mandor @ 75,000.00 750.00

JUMLAH 10,753.00 23,375.00 34,128.00

E. 6.6.9 1 M2 PLESTERAN 1 pc ; 3 Kp ; 10 Ps, TEBAL 15 MM

1.8400 kg semen portland @ 1,300.00 2,392.00

0.0060 m3 Kapur padam @ 5,000.00 30.00

0.0140 m3 pasir pasang @ 250,000.00 3,500.00

0.2000 oh pekerja @ 55,000.00 11,000.00

0.1500 oh tukang batu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0100 oh mandor @ 75,000.00 750.00

JUMLAH 5,922.00 23,375.00 29,297.00

E. 6.6.10 1 M2 PLESTERAN 0,5 pc ; 1 Kp ; 4 Ps, TEBAL 15 MM

3.0000 kg semen portland @ 1,300.00 3,900.00

0.0050 m3 Kapur padam @ 5,000.00 25.00

0.0190 m3 pasir pasang @ 250,000.00 4,750.00

0.2000 oh pekerja @ 55,000.00 11,000.00

0.1500 oh tukang batu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0100 oh mandor @ 75,000.00 750.00

JUMLAH 8,675.00 23,375.00 32,050.00

Page 149: Analisa Cika'11

E. 6.6.11 1 M2 PLESTERAN 1 Kp ; 1 Sm ; 1 Ps, TEBAL 15 MM

0.0090 kg semen merah @ 1,300.00 11.70

0.0090 m3 Kapur padam @ 5,000.00 45.00

0.0090 m3 pasir pasang @ 250,000.00 2,250.00

0.2000 oh pekerja @ 55,000.00 11,000.00

0.1500 oh tukang batu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0100 oh mandor @ 75,000.00 750.00

JUMLAH 2,306.70 23,375.00 25,681.70

E. 6.6.12 1 M2 PLESTERAN 1 Kp ; 1 Sm ; 2 Ps, TEBAL 15 MM

0.0070 kg semen merah @ 1,300.00 9.10

0.0070 m3 Kapur padam @ 5,000.00 35.00

0.0150 m3 pasir pasang @ 250,000.00 3,750.00

0.2000 oh pekerja @ 55,000.00 11,000.00

0.1500 oh tukang batu @ 70,000.00 10,500.00

0.0150 oh kepala tukang @ 75,000.00 1,125.00

0.0100 oh mandor @ 75,000.00 750.00

JUMLAH 3,794.10 23,375.00 27,169.10

E. 6.6.13 1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 20 MM

14.2800 kg semen portland @ 1,300.00 18,564.00

0.0230 m3 pasir pasang @ 250,000.00 5,750.00

0.2500 oh pekerja @ 55,000.00 13,750.00

0.2000 oh tukang batu @ 70,000.00 14,000.00

0.0200 oh kepala tukang @ 75,000.00 1,500.00

0.0125 oh mandor @ 75,000.00 937.50

JUMLAH 24,314.00 30,187.50 54,501.50

E. 6.6.14 1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 20 MM

10.8000 kg semen portland @ 1,300.00 14,040.00

0.0260 m3 pasir pasang @ 250,000.00 6,500.00

0.2500 oh pekerja @ 55,000.00 13,750.00

0.2000 oh tukang batu @ 70,000.00 14,000.00

0.0200 oh kepala tukang @ 75,000.00 1,500.00

0.0125 oh mandor @ 75,000.00 937.50

JUMLAH 20,540.00 30,187.50 50,727.50

E. 6.6.15 1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 20 MM

8.6800 kg semen portland @ 1,300.00 11,284.00

0.0280 m3 pasir pasang @ 250,000.00 7,000.00

0.2500 oh pekerja @ 55,000.00 13,750.00

0.2000 oh tukang batu @ 70,000.00 14,000.00

0.0200 oh kepala tukang @ 75,000.00 1,500.00

0.0125 oh mandor @ 75,000.00 937.50

JUMLAH 18,284.00 30,187.50 48,471.50

Page 150: Analisa Cika'11

E. 6.6.16 1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 20 MM

7.2900 kg semen portland @ 1,300.00 9,477.00

0.0280 m3 pasir pasang @ 250,000.00 7,000.00

0.2500 oh pekerja @ 55,000.00 13,750.00

0.2000 oh tukang batu @ 70,000.00 14,000.00

0.0200 oh kepala tukang @ 75,000.00 1,500.00

0.0125 oh mandor @ 75,000.00 937.50

JUMLAH 16,477.00 30,187.50 46,664.50

E. 6.6.17 1 M2 PLESTERAN 1 pc ; 6 ps, TEBAL 20 MM

6.2400 kg semen portland @ 1,300.00 8,112.00

0.0300 m3 pasir pasang putih @ 250,000.00 7,500.00

0.2500 oh pekerja @ 55,000.00 13,750.00

0.2000 oh tukang batu @ 70,000.00 14,000.00

0.0200 oh kepala tukang @ 75,000.00 1,500.00

0.0125 oh mandor @ 75,000.00 937.50

JUMLAH 15,612.00 30,187.50 45,799.50

E. 6.6.18 1 M2 PLESTERAN 1 Kp ; 1 Sm ; 2 Ps, TEBAL 20 MM

0.0090 kg semen merah @ 1,300.00 11.70

0.0090 m3 Kapur padam @ 5,000.00 45.00

0.0180 m3 pasir pasang @ 250,000.00 4,500.00

0.2500 oh pekerja @ 55,000.00 13,750.00

0.2000 oh tukang batu @ 70,000.00 14,000.00

0.0200 oh kepala tukang @ 75,000.00 1,500.00

0.0125 oh mandor @ 75,000.00 937.50

JUMLAH 4,556.70 30,187.50 34,744.20

E. 6.6.19 1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 25 MM

15.5000 kg semen portland @ 1,300.00 20,150.00

0.0130 m3 pasir pasang @ 250,000.00 3,250.00

0.3000 oh pekerja @ 55,000.00 16,500.00

0.2000 oh tukang batu @ 70,000.00 14,000.00

0.0200 oh kepala tukang @ 75,000.00 1,500.00

0.0130 oh mandor @ 75,000.00 975.00

JUMLAH 23,400.00 32,975.00 56,375.00

E. 6.6.20 1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 25 MM

11.7500 kg semen portland @ 1,300.00 15,275.00

0.0350 m3 pasir pasang @ 250,000.00 8,750.00

0.3000 oh pekerja @ 55,000.00 16,500.00

0.2000 oh tukang batu @ 70,000.00 14,000.00

0.0200 oh kepala tukang @ 75,000.00 1,500.00

0.0130 oh mandor @ 75,000.00 975.00

JUMLAH 24,025.00 32,975.00 57,000.00

Page 151: Analisa Cika'11

E. 6.6.21 1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 25 MM

9.4800 kg semen portland @ 1,300.00 12,324.00

0.0380 m3 pasir pasang @ 250,000.00 9,500.00

0.3000 oh pekerja @ 55,000.00 16,500.00

0.2000 oh tukang batu @ 70,000.00 14,000.00

0.0200 oh kepala tukang @ 75,000.00 1,500.00

0.0130 oh mandor @ 75,000.00 975.00

JUMLAH 21,824.00 32,975.00 54,799.00

E. 6.6.22 1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 25 MM

7.9400 kg semen portland @ 1,300.00 10,322.00

0.0390 m3 pasir pasang @ 250,000.00 9,750.00

0.3000 oh pekerja @ 55,000.00 16,500.00

0.2000 oh tukang batu @ 70,000.00 14,000.00

0.0200 oh kepala tukang @ 75,000.00 1,500.00

0.0130 oh mandor @ 75,000.00 975.00

JUMLAH 20,072.00 32,975.00 53,047.00

E. 6.6.23 1 M2 PLESTERAN 1 pc ; 2 ps, TEBAL 30 MM

18.6500 kg semen portland @ 1,300.00 24,245.00

0.0350 m3 pasir pasang @ 250,000.00 8,750.00

0.3200 oh pekerja @ 55,000.00 17,600.00

0.2500 oh tukang batu @ 70,000.00 17,500.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0150 oh mandor @ 75,000.00 1,125.00

JUMLAH 32,995.00 38,100.00 71,095.00

E. 6.6.24 1 M2 PLESTERAN 1 pc ; 3 ps, TEBAL 30 MM

14.1500 kg semen portland @ 1,300.00 18,395.00

0.0390 m3 pasir pasang @ 250,000.00 9,750.00

0.3200 oh pekerja @ 55,000.00 17,600.00

0.2500 oh tukang batu @ 70,000.00 17,500.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0150 oh mandor @ 75,000.00 1,125.00

28,145.00 38,100.00 66,245.00

E. 6.6.25 1 M2 PLESTERAN 1 pc ; 4 ps, TEBAL 30 MM

11.3800 kg semen portland @ 1,300.00 14,794.00

0.0420 m3 pasir pasang @ 250,000.00 10,500.00

0.3200 oh pekerja @ 55,000.00 17,600.00

0.2500 oh tukang batu @ 70,000.00 17,500.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0150 oh mandor @ 75,000.00 1,125.00

JUMLAH 25,294.00 38,100.00 63,394.00

Page 152: Analisa Cika'11

E. 6.6.26 1 M2 PLESTERAN 1 pc ; 5 ps, TEBAL 30 MM

8.1900 kg semen portland @ 1,300.00 10,647.00

0.0450 m3 pasir pasang @ 250,000.00 11,250.00

0.3200 oh pekerja @ 55,000.00 17,600.00

0.2500 oh tukang batu @ 70,000.00 17,500.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0150 oh mandor @ 75,000.00 1,125.00

JUMLAH 21,897.00 38,100.00 59,997.00

E. 6.6.27 1 M2 BERAPEN 1 pc ; 3 ps, TEBAL 30 MM

7.0700 kg semen portland @ 1,300.00 9,191.00

0.0210 m3 pasir pasang @ 250,000.00 5,250.00

0.1500 oh pekerja @ 55,000.00 8,250.00

0.0700 oh tukang batu @ 70,000.00 4,900.00

0.0070 oh kepala tukang @ 75,000.00 525.00

0.0080 oh mandor @ 75,000.00 600.00

JUMLAH 14,441.00 14,275.00 28,716.00

E. 6.6.28 1 M2 BERAPEN 1 pc ; 5 ps, TEBAL 15 MM

5.6700 kg semen portland @ 1,300.00 7,371.00

0.0230 m3 pasir pasang @ 250,000.00 5,750.00

0.1500 oh pekerja @ 55,000.00 8,250.00

0.0700 oh tukang batu @ 70,000.00 4,900.00

0.0070 oh kepala tukang @ 75,000.00 525.00

0.0080 oh mandor @ 75,000.00 600.00

JUMLAH 13,121.00 14,275.00 27,396.00

E. 6.6.29 1 M2 PLESTERAN BETON 1 pc ; 2 ps, TEBAL 15 MM

9.3000 kg semen portland @ 1,300.00 12,090.00

0.0180 m3 pasir pasang @ 250,000.00 4,500.00

0.0260 oh pekerja @ 55,000.00 1,430.00

0.2000 oh tukang batu @ 70,000.00 14,000.00

0.0200 oh kepala tukang @ 75,000.00 1,500.00

0.0130 oh mandor @ 75,000.00 975.00

JUMLAH 16,590.00 17,905.00 34,495.00

E. 6.6.30 1 M2 PLESTERAN BETON 1 pc ; 3 ps, TEBAL 15 MM

7.0700 kg semen portland @ 1,300.00 9,191.00

0.0210 m3 pasir pasang @ 250,000.00 5,250.00

0.0260 oh pekerja @ 55,000.00 1,430.00

0.2000 oh tukang batu @ 70,000.00 14,000.00

0.0200 oh kepala tukang @ 75,000.00 1,500.00

0.0130 oh mandor @ 75,000.00 975.00

JUMLAH 14,441.00 17,905.00 32,346.00

Page 153: Analisa Cika'11

E. 6.6.31 1 M2 PLESTERAN SKONING 1 pc ; 2ps

0.5000 kg semen portland @ 1,300.00 650.00

0.0020 m3 pasir pasang @ 250,000.00 500.00

0.0570 oh pekerja @ 55,000.00 3,135.00

0.0380 oh tukang batu @ 70,000.00 2,660.00

0.0380 oh kepala tukang @ 75,000.00 2,850.00

0.0020 oh mandor @ 75,000.00 150.00

JUMLAH 1,150.00 8,795.00 9,945.00

E. 6.6.32 1 M2 PLESTERAN GRANITO 1 pc WARNA ; 2 GRANITO, TEBAL 10 MM

0.1440 kg Pc Warna 9,833.33 1,416.00

15.0000 kg Batu Granito 15,000.00 225,000.00

0.0500 oh pekerja 55,000.00 2,750.00

0.0200 oh tukang batu 70,000.00 1,400.00

0.0020 oh kepala tukang 75,000.00 150.00

0.0050 oh mandor 75,000.00 375.00

JUMLAH 226,416.00 4,675.00 231,091.00

E. 6.6.33 1 M2 PLESTERAN TERASO 1 pc WARNA ; 2 BATU TERASO, TEBAL 10 MM

0.4400 kg Pc Warna 9,833.33 4,326.67

11.5000 kg Batu teraso 15,000.00 172,500.00

0.4500 oh pekerja 55,000.00 24,750.00

0.2000 oh tukang batu 70,000.00 14,000.00

0.0200 oh kepala tukang 75,000.00 1,500.00

0.0250 oh mandor 75,000.00 1,875.00

JUMLAH 176,826.67 42,125.00 218,951.67

E. 6.6.34 1 M2 PLESTERAN CIPRAT 1 pc ; 2ps

4.3200 kg semen portland 1,300.00 5,616.00

0.0160 m3 pasir pasang 250,000.00 4,000.00

0.2500 oh pekerja 55,000.00 13,750.00

0.1000 oh tukang batu 70,000.00 7,000.00

0.0100 oh kepala tukang 75,000.00 750.00

0.0150 oh mandor 75,000.00 1,125.00

JUMLAH 9,616.00 22,625.00 32,241.00

E. 6.6.35 1 M2 PLESTERAN SIAR ADUKAN 1 pc ; 2ps

4.3200 kg semen portland 1,300.00 5,616.00

0.0160 m3 pasir pasang 250,000.00 4,000.00

0.0150 oh pekerja 55,000.00 825.00

0.0700 oh tukang batu 70,000.00 4,900.00

0.0070 oh kepala tukang 75,000.00 525.00

0.0080 oh mandor 75,000.00 600.00

JUMLAH 9,616.00 6,850.00 16,466.00

Page 154: Analisa Cika'11

E. 6.6.36 1 M2 PLESTERAN WATERPROOF BATACOTE 3 LAPIS

0.5000 kg semen portland 1,300.00 650.00

2.9000 kg Batacote 1,800.00 5,220.00

0.0060 m3 pasir pasang 250,000.00 1,500.00

0.3000 oh pekerja 55,000.00 16,500.00

0.2000 oh tukang batu 70,000.00 14,000.00

0.0200 oh kepala tukang 75,000.00 1,500.00

0.0150 oh mandor 75,000.00 1,125.00

JUMLAH 7,370.00 33,125.00 40,495.00

F. PEKERJAAN KAYU

F.6.6.1

1.1000 m3 kayu jati, balok @ 5,000,000.00 5,500,000.00

6.0000 oh pekerja @ 55,000.00 330,000.00

20.0000 oh tukang kayu @ 70,000.00 1,400,000.00

2.0000 oh kepala tukang @ 75,000.00 150,000.00

0.3000 oh mandor @ 75,000.00 22,500.00

JUMLAH 5,500,000.00 1,902,500.00 7,402,500.00

F.6.6.2

1.2000 m3 kayu bengkirai, balok @ 5,500,000.00 6,600,000.00

6.0000 oh pekerja @ 55,000.00 330,000.00

18.0000 oh tukang kayu @ 70,000.00 1,260,000.00

2.0000 oh kepala tukang @ 75,000.00 150,000.00

0.3000 oh mandor @ 75,000.00 22,500.00

JUMLAH 6,600,000.00 1,762,500.00 8,362,500.00

F.6.6.3

1.2000 m3 kayu ulin, balok @ 5,000,000.00 6,000,000.00

6.0000 oh pekerja @ 55,000.00 330,000.00

18.0000 oh tukang kayu @ 70,000.00 1,260,000.00

2.0000 oh kepala tukang @ 75,000.00 150,000.00

0.3000 oh mandor @ 75,000.00 22,500.00

JUMLAH 6,000,000.00 1,762,500.00 7,762,500.00

F.6.6.4

1.2000 m3 kayu meranti, balok @ 2,200,000.00 2,640,000.00

6.0000 oh pekerja @ 55,000.00 330,000.00

18.0000 oh tukang kayu @ 70,000.00 1,260,000.00

2.0000 oh kepala tukang @ 75,000.00 150,000.00

0.3000 oh mandor @ 75,000.00 22,500.00

JUMLAH 2,640,000.00 1,762,500.00 4,402,500.00

F.6.6.5

0.0360 m3 Kayu bengkirai, papan @ 6,000,000.00 216,000.00

0.0500 kg Paku Biasa 2" - 5" @ 15,583.33 779.17

0.3500 oh pekerja @ 55,000.00 19,250.00

1.0500 oh tukang kayu @ 70,000.00 73,500.00

0.1050 oh kepala tukang @ 75,000.00 7,875.00

0.0180 oh mandor @ 75,000.00 1,350.00

JUMLAH 216,779.17 101,975.00 318,754.17

1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU JATI

1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU BENGKIRAI

1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU ULIN

1 M³ PASANG KUSEN PINTU DAN JENDELA KAYU MERANTI MERAH

1 M2 PASANG PINTU KLAMP KAYU BENGKIRAI

Page 155: Analisa Cika'11

F.6.6.6

0.0360 m3 Kayu ulin, papan @ 5,400,000.00 194,400.00

0.0500 kg Paku ulin @ 19,125.00 956.25

0.3500 oh pekerja @ 55,000.00 19,250.00

1.0500 oh tukang kayu @ 70,000.00 73,500.00

0.1050 oh kepala tukang @ 75,000.00 7,875.00

0.0180 oh mandor @ 75,000.00 1,350.00

JUMLAH 195,356.25 101,975.00 297,331.25

F.6.6.7

0.0400 m3 Kayu Jati, papan @ 7,000,000.00 280,000.00

1.0000 oh pekerja @ 55,000.00 55,000.00

2.5000 oh tukang kayu @ 70,000.00 175,000.00

0.2500 oh kepala tukang @ 75,000.00 18,750.00

0.0500 oh mandor @ 75,000.00 3,750.00

JUMLAH 280,000.00 252,500.00 532,500.00

F.6.6.8

0.0400 m3 Kayu bengkirai, papan @ 6,000,000.00 240,000.00

1.0000 oh pekerja @ 55,000.00 55,000.00

2.5000 oh tukang kayu @ 70,000.00 175,000.00

0.2500 oh kepala tukang @ 75,000.00 18,750.00

0.0500 oh mandor @ 75,000.00 3,750.00

JUMLAH 240,000.00 252,500.00 492,500.00

F.6.6.9

0.0350 m3 Kayu Jati, papan @ 7,000,000.00 245,000.00

0.8000 oh pekerja @ 55,000.00 44,000.00

2.0000 oh tukang kayu @ 70,000.00 140,000.00

0.2000 oh kepala tukang @ 75,000.00 15,000.00

0.0400 oh mandor @ 75,000.00 3,000.00

JUMLAH 245,000.00 202,000.00 447,000.00

F.6.6.10

0.0350 m3 Kayu Bengkirai, papan @ 6,000,000.00 210,000.00

0.8000 oh pekerja @ 55,000.00 44,000.00

2.0000 oh tukang kayu @ 70,000.00 140,000.00

0.2000 oh kepala tukang @ 75,000.00 15,000.00

0.0400 oh mandor @ 75,000.00 3,000.00

JUMLAH 210,000.00 202,000.00 412,000.00

F.6.6.11

0.0350 m3 Kayu Ulin, papan @ 5,400,000.00 189,000.00

0.8000 oh pekerja @ 55,000.00 44,000.00

2.0000 oh tukang kayu @ 70,000.00 140,000.00

0.2000 oh kepala tukang @ 75,000.00 15,000.00

0.0400 oh mandor @ 75,000.00 3,000.00

JUMLAH 189,000.00 202,000.00 391,000.00

1 M2 PASANG PINTU KLAMP KAYU ULIN

1 M2 PASANG PINTU PANEL KAYU JATI

1 M2 PASANG PINTU PANEL KAYU BENGKIRAI

1 M2 PASANG PINTU DAN JENDELA KACA KAYU JATI

1 M2 PASANG PINTU DAN JENDELA KACA KAYU BENGKIRAI

1 M2 PASANG PINTU DAN JENDELA KACA KAYU ULIN

Page 156: Analisa Cika'11

F.6.6.12

0.0640 m3 Kayu Jati, papan @ 7,000,000.00 448,000.00

1.0000 oh pekerja @ 55,000.00 55,000.00

3.0000 oh tukang kayu @ 70,000.00 210,000.00

0.3000 oh kepala tukang @ 75,000.00 22,500.00

0.3000 oh mandor @ 75,000.00 22,500.00

JUMLAH 448,000.00 310,000.00 758,000.00

F.6.6.13

0.0640 m3 Kayu bengkirai, papan @ 6,000,000.00 384,000.00

1.0000 oh pekerja @ 55,000.00 55,000.00

3.0000 oh tukang kayu @ 70,000.00 210,000.00

0.3000 oh kepala tukang @ 75,000.00 22,500.00

0.3000 oh mandor @ 75,000.00 22,500.00

JUMLAH 384,000.00 310,000.00 694,000.00

F.6.6.14

0.0196 m3 Kayu jati, papan @ 7,000,000.00 137,200.00

0.0300 Kg paku biasa 1/2" - 1" @ 15,583.33 467.50

0.3000 ltr lem kayu @ 14,166.67 4,250.00

1.0000 lbr plywood 4' x 3' x 4 mm @ 55,000.00 55,000.00

0.6000 oh pekerja @ 55,000.00 33,000.00

2.0000 oh tukang kayu @ 70,000.00 140,000.00

0.2000 oh kepala tukang @ 75,000.00 15,000.00

0.0300 oh mandor @ 75,000.00 2,250.00

JUMLAH 196,917.50 190,250.00 387,167.50

F.6.6.15

0.0196 m3 Kayu bangkirai, papan @ 6,000,000.00 117,600.00

0.0300 Kg paku biasa 1/2" - 1" @ 15,583.33 467.50

0.3000 ltr lem kayu @ 14,166.67 4,250.00

1.0000 lbr plywood 4' x 3' x 4 mm @ 55,000.00 55,000.00

0.6000 oh pekerja @ 55,000.00 33,000.00

2.0000 oh tukang kayu @ 70,000.00 140,000.00

0.2000 oh kepala tukang @ 75,000.00 15,000.00

0.0300 oh mandor @ 75,000.00 2,250.00

JUMLAH 177,317.50 190,250.00 367,567.50

F.6.6.16

0.0600 m3 Kayu jati, papan @ 7,000,000.00 420,000.00

0.1500 Kg paku biasa 1/2" - 1" @ 15,583.33 2,337.50

0.5000 oh pekerja @ 55,000.00 27,500.00

2.0000 oh tukang kayu @ 70,000.00 140,000.00

0.2000 oh kepala tukang @ 75,000.00 15,000.00

0.0250 oh mandor @ 75,000.00 1,875.00

JUMLAH 422,337.50 184,375.00 606,712.50

1 M2 PASANG PINTU DAN JENDELA JALUSI KAYU JATI

1 M2 PASANG PINTU DAN JENDELA JALUSI KAYU BENGKIRAI

1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU JATI

1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU BENGKIRAI

1 M2 PASANG JALUSI MATI KUSEN KAYU JATI

Page 157: Analisa Cika'11

F.6.6.17

0.0600 m3 Kayu bengkirai, papan @ 6,000,000.00 360,000.00

0.1500 Kg paku biasa 1/2" - 1" @ 15,583.33 2,337.50

0.5000 oh pekerja @ 55,000.00 27,500.00

2.0000 oh tukang kayu @ 70,000.00 140,000.00

0.2000 oh kepala tukang @ 75,000.00 15,000.00

0.0250 oh mandor @ 75,000.00 1,875.00

JUMLAH 362,337.50 184,375.00 546,712.50

F.6.6.18

0.0196 m3 Kayu ulin, papan @ 5,400,000.00 105,840.00

0.0300 Kg paku ulin @ 19,125.00 573.75

0.3000 ltr lem kayu @ 14,166.67 4,250.00

1.0000 lbr plywood 4' x 3' x 4 mm @ 55,000.00 55,000.00

0.6000 oh pekerja @ 55,000.00 33,000.00

2.0000 oh tukang kayu @ 70,000.00 140,000.00

0.2000 oh kepala tukang @ 75,000.00 15,000.00

0.0300 oh mandor @ 75,000.00 2,250.00

JUMLAH 165,663.75 190,250.00 355,913.75

F.6.6.19

0.0196 m3 Kayu jati, papan @ 7,000,000.00 137,200.00

0.3000 Kg paku biasa 1/2" - 1" @ 19,125.00 5,737.50

0.3000 ltr lem kayu @ 14,166.67 4,250.00

1.0000 lbr teakwood 4 mm @ 55,000.00 55,000.00

0.6000 oh pekerja @ 55,000.00 33,000.00

2.0000 oh tukang kayu @ 70,000.00 140,000.00

0.2000 oh kepala tukang @ 75,000.00 15,000.00

0.0300 oh mandor @ 75,000.00 2,250.00

JUMLAH 202,187.50 190,250.00 392,437.50

F.6.6.20

0.0196 m3 kayu Bengkirai, papan @ 6,000,000.00 117,600.00

0.0300 Kg paku biasa 1/2" - 1" @ 19,125.00 573.75

0.3000 ltr lem kayu @ 14,166.67 4,250.00

1.0000 lbr teakwood 4 mm @ 55,000.00 55,000.00

0.6000 oh pekerja @ 55,000.00 33,000.00

2.0000 oh tukang kayu @ 70,000.00 140,000.00

0.2000 oh kepala tukang @ 75,000.00 15,000.00

0.0300 oh mandor @ 75,000.00 2,250.00

JUMLAH 177,423.75 190,250.00 367,673.75

1 M2 PASANG JALUSI MATI KUSEN KAYU BENGKIRAI

1 M2 PASANG PINTU PLYWOOD RANGKAP, RANGKA KAYU ULIN

1 M2 PASANG PINTU TEAKWOOD RANGKAP, RANGKAP KAYU JATI

1 M2 PASANG PINTU TEAKWOOD RANGKAP, RANGKAP KAYU BENGKIRAI

Page 158: Analisa Cika'11

F.6.6.21

0.0196 m3 kayu jati, papan @ 7,000,000.00 137,200.00

0.0300 Kg paku biasa 1/2" - 1" @ 15,583.33 467.50

0.8000 ltr lem kayu @ 14,166.67 11,333.33

1.0000 lbr plywood 4' x 3' x 4 mm @ 55,000.00 55,000.00

0.5000 lbr Formika @ 75,000.00 37,500.00

0.8000 oh pekerja @ 55,000.00 44,000.00

2.0000 oh tukang kayu @ 70,000.00 140,000.00

0.2500 oh kepala tukang @ 75,000.00 18,750.00

0.0400 oh mandor @ 75,000.00 3,000.00

JUMLAH 241,500.83 205,750.00 447,250.83

F.6.6.22

0.0196 m3 kayu bengkirai, papan @ 6,000,000.00 117,600.00

0.0300 Kg paku biasa 1/2" - 1" @ 15,583.33 467.50

0.8000 ltr lem kayu @ 14,166.67 11,333.33

1.0000 lbr plywood 4' x 3' x 4 mm @ 55,000.00 55,000.00

0.5000 lbr Formika @ 75,000.00 37,500.00

0.8000 oh pekerja @ 55,000.00 44,000.00

2.0000 oh tukang kayu @ 70,000.00 140,000.00

0.2500 oh kepala tukang @ 75,000.00 18,750.00

0.0400 oh mandor 75,000.00 3,000.00

JUMLAH 221,900.83 205,750.00 427,650.83

F.6.6.23

0.0196 m3 kayu jati, papan @ 7,000,000.00 137,200.00

0.0300 Kg paku biasa 1/2" - 1" @ 15,583.33 467.50

0.8000 ltr lem kayu @ 14,166.67 11,333.33

0.5000 lbr teakwood 4' x 8' x 4 mm @ 120,200.00 60,100.00

0.5000 lbr Formika 4' x 3' @ 75,000.00 37,500.00

0.8000 oh pekerja @ 55,000.00 44,000.00

2.0000 oh tukang kayu @ 70,000.00 140,000.00

0.2500 oh kepala tukang @ 75,000.00 18,750.00

0.0400 oh mandor @ 75,000.00 3,000.00

JUMLAH 246,600.83 205,750.00 452,350.83

F.6.6.24

0.0196 m3 kayu bengkirai, papan @ 6,000,000.00 117,600.00

0.0300 Kg paku biasa 1/2" - 1" @ 15,583.33 467.50

0.8000 ltr lem kayu @ 14,166.67 11,333.33

0.5000 lbr teakwood 4' x 8' x 4 mm @ 120,200.00 60,100.00

0.5000 ltr vernis @ 35,000.00 17,500.00

0.5000 lbr Formika 4' x 8' @ 75,000.00 37,500.00

0.8000 oh pekerja @ 55,000.00 44,000.00

2.0000 oh tukang kayu @ 70,000.00 140,000.00

0.2500 oh kepala tukang @ 75,000.00 18,750.00

0.0400 oh mandor @ 75,000.00 3,000.00

JUMLAH 244,500.83 205,750.00 450,250.83

1 M2 PASANG PINTU PLYWOOD & FORMIKA, RANGKA KAYU JATI

1 M2 PASANG PINTU PLYWOOD & FORMIKA, RANGKA KAYU BENGKIRAI

1 M2 PASANG PINTU TEAKWOOD & FORMIKA RANGKA KAYU JATI

1 M2 PASANG PINTU TEAKWOOD & FORMIKA, RANGKA KAYU BENGKIRAI

Page 159: Analisa Cika'11

F.6.6.25

0.0196 m3 kayu jati, papan @ 7,000,000.00 137,200.00

0.0300 Kg paku biasa 1/2" - 1" @ 15,583.33 467.50

1.2000 ltr lem kayu @ 14,166.67 17,000.00

1.0000 lbr plywood 4' x 8' x 4 mm @ 55,000.00 55,000.00

1.0000 lbr Formika 4' x 8' @ 75,000.00 75,000.00

1.0000 oh pekerja @ 55,000.00 55,000.00

2.6000 oh tukang kayu @ 70,000.00 182,000.00

0.2600 oh kepala tukang @ 75,000.00 19,500.00

0.0500 oh mandor @ 75,000.00 3,750.00

JUMLAH 284,667.50 260,250.00 544,917.50

F.6.6.26

0.0196 m3 kayu bengkirai, papan @ 6,000,000.00 117,600.00

0.0300 Kg paku biasa 1/2" - 1" @ 15,583.33 467.50

1.2000 ltr lem kayu @ 14,166.67 17,000.00

1.0000 lbr plywood 4' x 8' x 4 mm @ 55,000.00 55,000.00

1.0000 lbr Formika 4' x 8' @ 75,000.00 75,000.00

1.0000 oh pekerja @ 55,000.00 55,000.00

2.6000 oh tukang kayu @ 70,000.00 182,000.00

0.2600 oh kepala tukang @ 75,000.00 19,500.00

0.0500 oh mandor 75,000.00 3,750.00

JUMLAH 265,067.50 260,250.00 525,317.50

F.6.6.27 1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU JATI

1.1000 m3 kayu jati, balok @ 5,000,000.00 5,500,000.00

15.0000 Kg besi strip @ 31,800.00 477,000.00

0.8000 Kg Paku Biasa 2" - 5" @ 15,583.33 12,466.67

4.0000 oh pekerja @ 55,000.00 220,000.00

12.0000 oh tukang kayu @ 70,000.00 840,000.00

1.2000 oh kepala tukang @ 75,000.00 90,000.00

0.2000 oh mandor @ 75,000.00 15,000.00

JUMLAH 5,989,466.67 1,165,000.00 7,154,466.67

F.6.6.28 1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU BENGKIRAI

1.1000 m3 kayu bengkirai, balok @ 5,500,000.00 6,050,000.00

15.0000 Kg besi strip @ 31,800.00 477,000.00

0.8000 Kg Paku Biasa 2" - 5" @ 15,583.33 12,466.67

4.0000 oh pekerja @ 55,000.00 220,000.00

12.0000 oh tukang kayu @ 70,000.00 840,000.00

1.2000 oh kepala tukang @ 75,000.00 90,000.00

0.2000 oh mandor @ 75,000.00 15,000.00

JUMLAH 6,539,466.67 1,165,000.00 7,704,466.67

1 M2 PASANG PINTU FORMIKA DOUBLE, RANGKA KAYU JATI

1 M2 PASANG PINTU FORMIKA DOUBLE, RANGKA KAYU BENGKIRAI

Page 160: Analisa Cika'11

F.6.6.29 1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU ULIN

1.1000 m3 kayu ulin, balok @ 5,000,000.00 5,500,000.00

15.0000 Kg besi strip @ 31,800.00 477,000.00

0.8000 Kg Paku ulin @ 15,583.33 12,466.67

4.0000 oh pekerja @ 55,000.00 220,000.00

12.0000 oh tukang kayu @ 70,000.00 840,000.00

1.2000 oh kepala tukang @ 75,000.00 90,000.00

0.2000 oh mandor @ 75,000.00 15,000.00

JUMLAH 5,989,466.67 1,165,000.00 7,154,466.67

F.6.6.30 1M3 PASANG KONSTRUKSI KUDA-KUDA KAYU MERANTI

1.1000 m3 kayu meranti, balok @ 2,200,000.00 2,420,000.00

15.0000 Kg besi strip @ 31,800.00 477,000.00

0.8000 Kg Paku Biasa 2" - 5" @ 15,583.33 12,466.67

4.0000 oh pekerja @ 55,000.00 220,000.00

12.0000 oh tukang kayu @ 70,000.00 840,000.00

1.2000 oh kepala tukang @ 75,000.00 90,000.00

0.2000 oh mandor @ 75,000.00 15,000.00

JUMLAH 2,909,466.67 1,165,000.00 4,074,466.67

F.6.6.31 1M2 PASANG KASO + RENG GENTENG KODOK KAYU BENGKIRAI

0.0120 m3 kayu bengkirai, balok @ 5,500,000.00 66,000.00

0.1500 Kg Paku Biasa 2" - 5" @ 15,583.33 2,337.50

0.1000 oh pekerja @ 55,000.00 5,500.00

0.1000 oh tukang kayu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0050 oh mandor @ 75,000.00 375.00

JUMLAH 68,337.50 13,625.00 81,962.50

F.6.6.32 1M2 PASANG KASO + RENG GENTENG KODOK KAYU ULIN

0.0120 m3 kayu ulin, balok @ 5,000,000.00 60,000.00

0.1500 Kg Paku ulin @ 19,125.00 2,868.75

0.1000 oh pekerja @ 55,000.00 5,500.00

0.1000 oh tukang kayu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0050 oh mandor @ 75,000.00 375.00

JUMLAH 62,868.75 13,625.00 76,493.75

F.6.6.33 1M2 PASANG KASO + RENG GENTENG MONIER KAYU JATI

0.0140 m3 kayu jati, balok @ 5,000,000.00 70,000.00

0.1500 Kg Paku Biasa 2" - 5" @ 15,583.33 2,337.50

0.1000 oh pekerja @ 55,000.00 5,500.00

0.1000 oh tukang kayu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0050 oh mandor @ 75,000.00 375.00

JUMLAH 72,337.50 13,625.00 85,962.50

Page 161: Analisa Cika'11

F.6.6.34 1M2 PASANG KASO + RENG GENTENG MONIER KAYU BENGKIRAI

0.0140 m3 kayu bengkirai, balok @ 5,500,000.00 77,000.00

0.1500 Kg Paku Biasa 2" - 5" @ 15,583.33 2,337.50

0.1000 oh pekerja @ 55,000.00 5,500.00

0.1000 oh tukang kayu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0050 oh mandor @ 75,000.00 375.00

JUMLAH 79,337.50 13,625.00 92,962.50

F.6.6.35 1M2 PASANG KASO + RENG GENTENG BETON KAYU BENGKIRAI

0.0140 m3 kayu bengkirai, balok @ 5,500,000.00 77,000.00

0.1500 Kg Paku Biasa 2" - 5" @ 15,583.33 2,337.50

0.1000 oh pekerja @ 55,000.00 5,500.00

0.1000 oh tukang kayu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0050 oh mandor @ 75,000.00 375.00

JUMLAH 79,337.50 13,625.00 92,962.50

F.6.6.36 1M2 PASANG KASO + RENG ATAP SIRAP KAYU BENGKIRAI

0.1650 m3 kayu bengkirai, balok @ 5,500,000.00 907,500.00

0.2000 Kg Paku Biasa 2" - 5" @ 15,583.33 3,116.67

0.1200 oh pekerja @ 55,000.00 6,600.00

0.1200 oh tukang kayu @ 70,000.00 8,400.00

0.0120 oh kepala tukang @ 75,000.00 900.00

0.0060 oh mandor @ 75,000.00 450.00

JUMLAH 910,616.67 16,350.00 926,966.67

F.6.6.37 1M2 PASANG KASO + RENG ATAP SIRAP KAYU ULIN

0.1650 m3 kayu ulin, balok @ 5,500,000.00 907,500.00

0.2000 Kg Paku ulin @ 19,125.00 3,825.00

0.1200 oh pekerja @ 55,000.00 6,600.00

0.1200 oh tukang kayu @ 70,000.00 8,400.00

0.0120 oh kepala tukang @ 75,000.00 900.00

0.0060 oh mandor @ 75,000.00 450.00

JUMLAH 911,325.00 16,350.00 927,675.00

F.6.6.38 1 M2 PASANG RANGKA LANGIT-LANGIT (1.00X1.00) M, KAYU JATI

0.0120 m3 kayu jati, balok @ 5,000,000.00 60,000.00

0.1000 Kg Paku Biasa 2" - 5" @ 15,583.33 1,558.33

0.1500 oh pekerja @ 55,000.00 8,250.00

0.2500 oh tukang kayu @ 70,000.00 17,500.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0750 oh mandor 75,000.00 5,625.00

JUMLAH 61,558.33 33,250.00 94,808.33

Page 162: Analisa Cika'11

F.6.6.39 1 M2 PASANG RANGKA LANGIT-LANGIT (1.00X1.00) M, KAYU BENGKIRAI

0.0120 m3 kayu bengkirai, balok @ 5,500,000.00 66,000.00

0.1000 Kg Paku Biasa 2" - 5" @ 15,583.33 1,558.33

0.1500 oh pekerja @ 55,000.00 8,250.00

0.2500 oh tukang kayu @ 70,000.00 17,500.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0750 oh mandor @ 75,000.00 5,625.00

JUMLAH 67,558.33 33,250.00 100,808.33

F.6.6.40 1 M2 PASANG RANGKA LANGIT-LANGIT (1.00X1.00) M, KAYU ULIN

0.0120 m3 kayu ulin, balok @ 5,000,000.00 60,000.00

0.1000 Kg Paku ulin @ 19,125.00 1,912.50

0.1500 oh pekerja @ 55,000.00 8,250.00

0.2500 oh tukang kayu @ 70,000.00 17,500.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0750 oh mandor @ 75,000.00 5,625.00

JUMLAH 61,912.50 33,250.00 95,162.50

F.6.6.41 1 M2 PASANG RANGKA LANGIT-LANGIT (30x60) CM, KAYU JATI

0.0230 m3 Kayu jati, balok @ 5,000,000.00 115,000.00

0.1500 Kg Paku Biasa 2" - 5" @ 15,583.33 2,337.50

0.2000 oh pekerja @ 55,000.00 11,000.00

0.3000 oh tukang kayu @ 70,000.00 21,000.00

0.0300 oh kepala tukang @ 75,000.00 2,250.00

0.0100 oh mandor @ 75,000.00 750.00

JUMLAH 116,773.75 27,900.00 144,673.75

F.6.6.42 1 M2 PASANG RANGKA LANGIT-LANGIT (30x60) CM, KAYU BENGKIRAI

0.0230 m3 kayu bengkirai, balok @ 5,500,000.00 126,500.00

0.1500 Kg Paku Biasa 2" - 5" @ 15,583.33 2,337.50

0.2000 oh pekerja @ 55,000.00 11,000.00

0.3000 oh tukang kayu @ 70,000.00 21,000.00

0.0300 oh kepala tukang @ 75,000.00 2,250.00

0.0100 oh mandor @ 75,000.00 750.00

JUMLAH 128,837.50 35,000.00 74,237.90

F.6.6.43 1 M2 PASANG RANGKA LANGIT-LANGIT (30x60) CM, KAYU MERANTI

0.0230 m3 kayu meranti, balok @ 2,200,000.00 50,600.00

0.1500 Kg Paku Biasa 2" - 5" @ 15,583.33 2,337.50

0.2000 oh pekerja @ 55,000.00 11,000.00

0.3000 oh tukang kayu @ 70,000.00 21,000.00

0.0300 oh kepala tukang @ 75,000.00 2,250.00

0.0100 oh mandor 75,000.00 750.00

JUMLAH 52,937.50 35,000.00 87,937.50

Page 163: Analisa Cika'11

F.6.6.44 1 M2 PASANG RANGKA LANGIT-LANGIT (30x30) CM, KAYU JATI

0.0270 m3 kayu jati, balok @ 5,000,000.00 135,000.00

0.2000 Kg Paku Biasa 2" - 5" @ 15,583.33 3,116.67

0.2500 oh pekerja @ 55,000.00 13,750.00

0.3500 oh tukang kayu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

0.0125 oh mandor @ 75,000.00 937.50

JUMLAH 138,116.67 41,812.50 179,929.17

F.6.6.45 1 M2 PASANG RANGKA LANGIT-LANGIT (30x30) CM, KAYU BENGKIRAI

0.0270 m3 kayu bengkirai, balok @ 5,500,000.00 148,500.00

0.2000 Kg Paku Biasa 2" - 5" @ 15,583.33 3,116.67

0.2500 oh pekerja @ 55,000.00 13,750.00

0.3500 oh tukang kayu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

0.0125 oh mandor @ 75,000.00 937.50

JUMLAH 151,616.67 41,812.50 193,429.17

F.6.6.46 1 M2 PASANG RANGKA LANGIT-LANGIT (30x30) CM, KAYU MERANTI

0.0270 m3 kayu meranti, balok @ 2,200,000.00 59,400.00

0.2000 Kg Paku Biasa 2" - 5" @ 15,583.33 3,116.67

0.2500 oh pekerja @ 55,000.00 13,750.00

0.3500 oh tukang kayu @ 70,000.00 24,500.00

0.0350 oh kepala tukang @ 75,000.00 2,625.00

0.0125 oh mandor @ 75,000.00 937.50

JUMLAH 62,516.67 41,812.50 104,329.17

F.6.6.47 1M' PASANG LISPLANG UKURAN (3X20) CM, KAYU JATI

0.0072 m3 kayu jati, papan @ 7,000,000.00 50,400.00

0.0500 Kg Paku Biasa 2" - 5" @ 15,583.33 779.17

0.1000 oh pekerja @ 55,000.00 5,500.00

0.2000 oh tukang kayu @ 70,000.00 14,000.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0050 oh mandor @ 75,000.00 375.00

JUMLAH 51,179.17 21,750.00 72,929.17

F.6.6.48 1M' PASANG LISPLANG UKURAN (3X20) CM, KAYU BENGKIRAI

0.0072 m3 kayu bengkirai, papan @ 6,000,000.00 43,200.00

0.0500 Kg Paku Biasa 2" - 5" @ 15,583.33 779.17

0.1000 oh pekerja @ 55,000.00 5,500.00

0.2000 oh tukang kayu @ 70,000.00 14,000.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0050 oh mandor @ 75,000.00 375.00

JUMLAH 43,979.17 21,750.00 65,729.17

Page 164: Analisa Cika'11

F.6.6.49 1M' PASANG LISPLANG UKURAN (3X30) CM, KAYU JATI

0.0110 m3 kayu jati, papan @ 7,000,000.00 77,000.00

0.0500 Kg Paku Biasa 2" - 5" @ 15,583.33 779.17

0.1100 oh pekerja @ 55,000.00 6,050.00

0.2200 oh tukang kayu @ 70,000.00 15,400.00

0.0220 oh kepala tukang @ 75,000.00 1,650.00

0.0050 oh mandor @ 75,000.00 375.00

JUMLAH 77,779.17 23,475.00 101,254.17

F.6.6.50 1M' PASANG LISPLANG UKURAN (3X30) CM, KAYU BENGKIRAI

0.0110 m3 kayu bengkirai, papan @ 2,137,571.94 23,513.29

0.0500 Kg Paku Biasa 2" - 5" @ 15,583.33 779.17

0.1100 oh pekerja @ 55,000.00 6,050.00

0.2200 oh tukang kayu @ 70,000.00 15,400.00

0.0220 oh kepala tukang @ 75,000.00 1,650.00

0.0050 oh mandor @ 75,000.00 375.00

JUMLAH 24,292.46 23,475.00 47,767.46

F.6.6.51 1M' PASANG LISPLANG UKURAN 2x(3X20) CM, KAYU BENGKIRAI

0.0145 m3 kayu bengkirai, papan @ 6,000,000.00 87,000.00

0.0600 Kg Paku Biasa 2" - 5" @ 15,583.33 935.00

0.1500 oh pekerja @ 55,000.00 8,250.00

0.2500 oh tukang kayu @ 70,000.00 17,500.00

0.0250 oh kepala tukang @ 75,000.00 1,875.00

0.0750 oh mandor @ 75,000.00 5,625.00

JUMLAH 87,935.00 33,250.00 121,185.00

F.6.6.52 1M' PASANG LISPLANG UKURAN 2x(2X20) CM, KAYU BENGKIRAI

0.0086 m3 kayu bengkirai, papan @ 6,000,000.00 51,600.00

0.0600 Kg Paku Biasa 2" - 5" @ 15,583.33 935.00

0.1000 oh pekerja @ 55,000.00 5,500.00

0.1000 oh tukang kayu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0500 oh mandor 75,000.00 3,750.00

@ JUMLAH 52,535.00 17,000.00 69,535.00

F. 6.6.53. 1M' PASANG LISPLANG UKURAN 2x(2X20) CM, KAYU ULIN

0.0086 m3 kayu ulin, papan @ 5,400,000.00 46,440.00

0.0600 kg paku biasa 2' - 5' @ 15,583.33 935.00

0.1000 oh pekerja @ 55,000.00 5,500.00

0.1000 oh tukang kayu @ 70,000.00 7,000.00

0.0100 oh kepala tukang @ 75,000.00 750.00

0.0500 oh mandor @ 75,000.00 3,750.00

JUMLAH 47,375.00 17,000.00 64,375.00

Page 165: Analisa Cika'11

F. 6.6.54 1M2 PASANG RANGKA DINDING PEMISAH KAYU BENGKIRAI

0.0195 m3 kayu bengkirai, balok @ 5,500,000.00 107,250.00

0.0070 m3 kayu bengkirai, papan @ 6,000,000.00 42,000.00

0.1000 kg paku biasa 2' - 5' @ 15,583.33 1,558.33

0.1500 oh pekerja @ 55,000.00 8,250.00

0.4500 oh tukang kayu @ 70,000.00 31,500.00

0.0450 oh kepala tukang @ 75,000.00 3,375.00

0.0750 oh mandor @ 75,000.00 5,625.00

JUMLAH 150,808.33 48,750.00 199,558.33

F. 6.6.55 1M2 PASANG RANGKA DINDING PEMISAH KAYU ULIN

0.0195 m3 kayu ulin, balok @ 5,000,000.00 97,500.00

0.0070 m3 kayu ulin, papan @ 6,000,000.00 42,000.00

0.1000 kg paku biasa 2' - 5' @ 15,583.33 1,558.33

0.1500 oh pekerja @ 55,000.00 8,250.00

0.4500 oh tukang kayu @ 70,000.00 31,500.00

0.0450 oh kepala tukang @ 75,000.00 3,375.00

0.0750 oh mandor @ 75,000.00 5,625.00

JUMLAH 141,058.33 48,750.00 189,808.33

F. 6.6.56 1M2 PASANG DINDING PEMISAH TEKWOOD RANGKAP, RANGKA KAYU BENGKIRAI

0.0195 m3 kayu bengkirai, balok @ 5,500,000.00 107,250.00

0.0070 m3 kayu bengkirai, papan @ 6,000,000.00 42,000.00

0.1000 kg paku biasa 2' - 5' @ 15,583.33 1,558.33

0.1500 oh pekerja @ 55,000.00 8,250.00

0.4500 oh tukang kayu @ 70,000.00 31,500.00

0.0450 oh kepala tukang @ 75,000.00 3,375.00

0.0750 oh mandor @ 75,000.00 5,625.00

JUMLAH 150,808.33 48,750.00 199,558.33

F. 6.6.57 1M2 PASANG DINDING PEMISAH PLYWOOD RANGKAP, RANGKA KAYU KAMPER

0.0195 m3 kayu bengkirai, balok @ 5,500,000.00 107,250.00

0.0070 m3 kayu bengkirai, papan @ 6,000,000.00 42,000.00

0.1000 lt paku biasa 2' - 5' @ 15,583.33 1,558.33

0.5600 lbr lem kayu @ 14,166.67 7,933.33

1.0000 kg plywood 4' x 8' x 4 mm @ 55,000.00 55,000.00

0.2000 oh pekerja @ 55,000.00 11,000.00

0.6000 oh tukang kayu @ 70,000.00 42,000.00

0.0600 oh kepala tukang @ 75,000.00 4,500.00

0.0100 oh mandor 75,000.00 750.00

JUMLAH 213,741.67 58,250.00 271,991.67

Page 166: Analisa Cika'11

F. 6.6.58 1M2 PASANG DINDING LAMBRISIRING DARI PAPAN JATI

0.0070 m3 kayu jati, balok @ 5,000,000.00 35,000.00

0.1000 kg paku biasa 2' - 5' @ 15,583.33 1,558.33

0.1500 kg paku skrup 3,5" @ 20,000.00 3,000.00

0.6000 oh pekerja @ 55,000.00 33,000.00

1.8000 oh tukang kayu @ 70,000.00 126,000.00

0.1800 oh kepala tukang @ 75,000.00 13,500.00

0.0300 oh mandor @ 75,000.00 2,250.00

JUMLAH 39,558.33 174,750.00 214,308.33

F. 6.6.59 1M2 PASANG PLYWOOD TEBAL 4 MM, UNTUK DINDING

0.4000 lbr plywood 4 mm @ 55,000.00 22,000.00

0.0500 kg paku biasa 1/2" - 1" @ 15,583.33 779.17

0.0250 oh pekerja @ 55,000.00 1,375.00

0.0750 oh tukang kayu @ 70,000.00 5,250.00

0.0075 oh kepala tukang @ 75,000.00 562.50

0.0013 oh mandor @ 75,000.00 97.50

JUMLAH 22,779.17 7,285.00 30,064.17

F. 6.6.60 1M2 PASANG LIST PLAFOND, KAYU PROFIL

1.0500 m' kayu profil @ 10,300.00 10,815.00

0.0210 oh pekerja @ 55,000.00 1,155.00

0.0210 oh tukang kayu @ 70,000.00 1,470.00

0.0210 oh kepala tukang @ 75,000.00 1,575.00

0.0010 oh mandor @ 75,000.00 75.00

JUMLAH 10,815.00 4,275.00 15,090.00

Page 167: Analisa Cika'11

65,000.00

1298

Page 168: Analisa Cika'11

BEKISTING SLOOP 15/20 JUMLAH (Kg) BESI SLOOP 15/20 PER M3

0.4 vol.bekisting/m' Dia ( mm ) Berat kg/m' Panjang Batang Jumlah (kg)

0.03 vol.beton/m' 12.00 0.89 1.05 4.00 3.74

33.3333333333333 panjang beton/m3 10.00 0.62 0.60 7.67 2.85 jarak begel / 15 cm'

13.3333333333333 13.333 6.00 0.22 - - -

TOTAL KG 6.59

VOLUME BETON / M' 0.03 219.67

PANJANG BETON / M3 33.33333

Page 169: Analisa Cika'11

207,600.00

436,620.00

Page 170: Analisa Cika'11

PANJANG PONDASI 78.41 M

LA 0.3

LB 0.7

H 0.7

LUAS 0.35

VOLUME 27.4435 M3

BATU GUNUNG 27.44 M3 5.49 RET 3,567,655.00

SEMEN 4,473.29 KG 89.47 SAK 4,473,290.50

PASIR PUTIH 14.27 M3 2.85 RET 713,531.00

TUKANG 4,704,600.00

13,459,076.50

2,100,000.00

Page 171: Analisa Cika'11
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DAFTAR HARGA SATUAN UPAH DAN BAHAN KAB. PENAJAM

BIDANG : Cipta Karya

TAHUN ANGGARAN : 2011

NO URAIAN SAT

1 2 3 4 = 6+5 KECAMATAN PENAJAM

A UPAH KERJA

1 Pekerja ( Buruh semi terlatih ) Hari 55,000.00 55,000 55,000

2 Tukang Batu Hari 70,000.00 70,000 70,000

3 Tukang Kayu Hari 70,000.00 70,000 70,000

4 Tukang Besi Hari 70,000.00 70,000 70,000

5 Tukang Cat Hari 70,000.00 70,000 70,000

6 Kepala Tukang Hari 75,000.00 75,000 75,000

7 Mandor Hari 75,000.00 75,000 75,000

8 Sopir Hari 60,000.00 60,000 60,000

9 Pembantu Sopir Hari 45,000.00 45,000 45,000

B Harga Bahan

10 Aluminium foil single sided Roll 605,000.00 605,000 605,000

11 Ampelas Lbr 2,875.00 3,000 3,000

12 Atap Asbes Gelombang Besar Lbr 27,333.33 27,000 28,000

13 Atap Genteng Kodok Bh 6,750.00 6,750 6,750

14 Atap Metal Berkualitas ( 2 ssn, 8 daun ) Lbr 85,000.00 85,000 85,000

15 Atap Metal Surya Roof ( 2 ssn, 8 daun ) Lbr 32,000.00 32,000 32,000

16 Atap Metal Mega Color ( 1 ssn, 5 daun ) Lbr -

17 Atap Metal Verza roof ( 1 ssn, 5 daun ) Lbr -

18 Atap Metal Multi roof ( 2 susun ) Lbr 71,666.67 75,000 75,000

19 Atap Metal Multi color ( 1 susun ) Lbr - - -

20 Atap Plastik gelombang 60 x 170 Lbr 35,208.33 37,500 35,000

21 Atap Sirap Ikat 69,500.00 69,500 69,500

22 Atap Tilux Bh 29,200.00 29,200 29,200

23 Bahan Plafond Asbes Semen 5 mm M2 75,000.00 75,000 75,000

24 Bahan Plafond eternit 4 mm M2 58,100.00 58,100 58,100

25 Bahan Plafond Hardplex 5 mm 120 x 130 Lbr 56,400.00 56,400 56,400

26 Bahan Politur ( sirlak ) India Kg 47,140.12 42,500 45,000

27 Bak Air Fiber (60 x 60 cm) Bh 207,727.27 200,000 170,000

28 Bak Air Fiber (60 x 80 cm) Bh 255,000.00 250,000 250,000

29 Bak Cuci Piring Stainles Lobang 1 Bh 235,833.33 225,000 230,000

30 Bak Cuci Piring Stainles Lobang 2 Bh 442,916.67 425,000 450,000

31 Bak Kontrol 50 x 50 x 40 cm Bh 121,000.00 121,000 121,000

32 Bak air Traso Besar Bh 293,000.00 293,000 293,000

33 Balok Klas I Bangkirai M3 5,500,000.00 6,000,000 6,000,000

34 Balok Klas I Ulin M3 5,000,000.00 5,500,000 5,000,000

HARGA DASAR RATA-RATA

HARGA SOTEK

HARGA BANGUNAN

JAYA

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35 Balok Kayu Meranti M3 2,200,000.00 2,200,000 2,300,000

36 Batako Bh 1,800.00 1,800 1,800

37 Batu alam M2 188,300.00 188,300 188,300

38 Batu Bata Bh 800.00 700 850

39 Batu apung Kg 850.00 850 850

40 Batu Gunung M3 215,400.00 215,400 215,400

41 Batu Gunung (SEPAKU) M3 225,000.00

42 Baut Kg 22,000.00 22,000 22,000

43 Bensin Lt 5,300.00 5,300 5,300

44 Besi Beton Polos Kg 10,000.00 10,000 10,000

45 Besi Beton Ulir Kg 11,750.00 11,750 11,750

46 Besi penggantung plafond Kg 16,300.00 16,300 16,300

47 Besi strip Kg 31,800.00 31,800 31,800

48 Box MCB 2 group Unit 97,000.00 97,000 97,000

49 Box MCB 4 group Unit 156,800.00 156,800 156,800

50 Breaker Bh 25,000.00 25,000 25,000

51 Buis Beton Dia 80 cm tanpa tulangan Bh 506,500.00 506,500 506,500

54 Buis Beton Dia 100 cm tanpa tulangan Bh 626,000.00 626,000 626,000

56 Cat Air / tembok Kg 8,600.00 8,000 8,000

57 Cat Air / tembok ex.setara ICI,dulux,mowilex Kg 85,000.00 85,000 85,000

58 Cat besi Kg 37,666.67 35,000 40,000

59 Cat Dasar / plamir Kg 20,000.00 20,000 20,000

60 Cat Kilap / Kayu Kg 36,750.00 35,000 35,000

61 Cat Menie kayu Kg 20,333.33 20,000 15,000

62 Closed Jongkok Keramik berkualitas Bh 132,083.33 15,000 160,000

63 Closed Jongkok Keramik Toto Bh 750,000.00 750,000 750,000

64 Closed Jongkok Teraso Bh 98,333.33 100,000 100,000

65 Closet Duduk Type Keramik Berkualitas Unit 1,575,000.00 1,500,000 1,500,000

66 Daun Jendela Uk. Besar (Fabrikasi) Kc 5 mm Bh 374,800.00 374,800 374,800

67 Daun Jendela Uk. Kecil (Fabrikasi) Kc 5 mm Bh 314,600.00 314,600 314,600

68 Daun Pintu Plywood Bag. Dlm Lapis Aluminium Foil Bh 454,000.00 454,000 454,000

69 Daun Ventilasi Bh 78,650.00 78,650 78,650

70 Dempul Halus ( INFRA ) Kg 35,200.00 35,200 35,200

71 Dempul kayu Kg 21,666.67 20,000 20,000

72 Dempul Politur Kg 49,583.33 50,000 50,000

73 Engsel Jendela Lokal 3 " Bh 15,416.67 13,500 12,500

74 Engsel Pintu Lokal 5 " Bh 27,527.78 27,500 30,000

75 Espagnolet Bh 26,700.00 26,700 26,700

76 Floor Drain Bh 35,000.00 35,000 35,000

77 Formika Ukuran Pintu Lbr 104,300.00 104,300 104,300

78 Genteng keramik Bh 7,500.00 7,500 7,500

79 Glass block Bh 23,125.00 22,500 23,000

80 Grendel Jendela Bh 10,000.00 8,000 7,000

81 Grendel Pintu Bh 16,375.00 12,500 10,000

82 Grendel tanam Pintu Bh 125,000.00 125,000 125,000

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83 Gypsum board, t = 9 mm Lbr 65,000.00 65,000 65,000

84 Hak Angin Bh 10,041.67 10,000 10,000

85 Handle Jendela putih Bh 10,375.00 10,000 10,000

86 Handle Pintu Bh 147,500.00 150,000 150,000

87 Jalusi Atap Bh 565,700.00 565,700 565,700

88 Jalusi Kayu Bangkirai M' 40,000.00 40,000 40,000

89 Kabel NGA 2,5 Rol 250,833.33 260,000 250,000

91 Kaca Naco ( kerangka/daun ) 5 mm Set 326,700.00 326,700 326,700

92 Kaca polos 2 mm M2 72,600.00 72,600 72,600

93 Kaca polos 3 mm M2 84,700.00 84,700 84,700

94 Kaca polos 5 mm M2 102,300.00 102,300 102,300

95 Kaca Rayben 5 mm M2 127,000.00 127,000 127,000

96 Kanopi Atap Bh 546,000.00 546,000 546,000

97 Kawat Bendrat / Beton Kg 20,000.00 20,000 20,000

98 Kawat Bronjong Kg 107,300.00 107,300 107,300

99 Kawat Duri Rol 79,166.67 75,000 80,000

100 Kawat Harmonika m2 28,350.00 28,350 28,350

101 Kawat nyamuk besi/aluminium m2 25,000.00 25,000 25,000

102 Kawat nyamuk plastik m2 7,750.00 8,000 8,000

103 Kayu Klas 2 M3 1,800,000.00 1,800,000 1,800,000

104 Kayu galam dia 10 - 12 cm Btg 11,200.00 11,200 11,200

105 Keramik 10 x 20 cm M2 46,250.00 47,000 47,000

106 Keramik 20 x 25 cm M2 52,550.00 50,000 55,600

107 Keramik 20 x 20 cm M2 50,083.33 50,000 50,000

108 Keramik 30 x 30 cm Halus M2 41,333.33 45,000 43,000

109 Keramik 30 x 30 cm Kasar M2 49,750.00 49,000 48,000

110 Keramik 40 x 40 Ex. Roman Setara,granito M2 220,000.00 220,000 220,000

111 Karet Talang M' 7,833.33 7,000 8,000

112 Batu Split ( ukuran 2-3 cm/1-2 )Ex.palu M3 415,000.00 415,000 415,000

113 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan M3 350,000.00 350,000 350,000

114 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Sepaku M3 437,500.00 437,500 437,500

115 Koral (ex.Lokal) M3 263,000.00 263,000 263,000

116 Kran Air Dia 1" Bh 26,000.00 26,000 26,000

117 Kran Air Dia 3/4 Bh 26,500.00 26,500 26,500

118 Kuas 3 " Bh 9,666.67 9,000 10,000

119 Kunci Pintu 2 Slag berkualitas Bh 196,666.67 200,000 165,000

120 Kunci Pintu Double Ex Cisa Bh 137,500.00 216,000 216,000

121 Kunci Pintu Double Lengkap Dgn Accecories Bh 210,000.00 300,000 30,000

122 Kunci Pintu Tanam antik Bh - - -

123 Kusen aluminium 1 - - -

124 Kusen aluminium 2 - - -

125 Kusen aluminium 3 - - -

127 Lampu 2 - TL 40 Watt Double + Instalasi Bh 150,000.00 150,000 150,000

129 Lampu Merkury 250 wt Bh 154,000.00 154,000 154,000

130 Lampu Pijar 10 Watt Bh 6,000.00 6,000 6,000

Page 175: Analisa Cika'11

131 Lampu Pijar 100 Watt Bh 7,416.67 7,500 7,500

132 Lampu Pijar 15 Watt Bh 5,958.33 6,000 6,000

133 Lampu Pijar 25 Watt Bh 6,500.00 6,000 6,000

134 Lampu Pijar 40 Watt Bh 6,583.33 6,000 6,000

135 Lampu Pijar 5 Watt Bh 5,750.00 5,000 5,000

136 Lampu Pijar 60 Watt Bh 9,416.67 7,000 10,000

137 Lampu Philip SL 20 Watt + Fitting Bh 42,666.67 42,000 42,000

139 Lampu TL Philip + Fitting 20 Watt Bh 83,250.00 83,250 83,250

140 Lampu TL 20 Watt Double (Trafo) Bh 75,000.00 75,000 75,000

141 Lampu TL 40 Watt (Trafo) Bh 91,000.00 91,000 91,000

142 Lampu TL 40 Watt Double (Trafo) Bh 101,800.00 101,800 101,800

143 Lem Kayu ( Fox ) Ltr 14,166.67 15,000 15,000

144 Lem Paralon Bh 4,833.33 5,000 5,000

145 List Cornice Gypsum M' 27,500.00 27,500 27,500

146 List Plafond Gypsum M' 27,500.00 27,500 27,500

147 List Plafond Plywood M' 27,500.00 27,500 27,500

148 List Profil Sudut 3/5 Ky Bangkirai M' 10,300.00 10,300 10,300

149 List Profil Sudut 3/5 Ky Meranti M' 6,050.00 6,050 6,050

150 Listplank kayu ukir M' 66,550.00 66,550 66,550

151 List plafond gypsum M' 36,000.00 36,000 36,000

152 Macam2 Sambungan PVC AW Dia 1 " Bh 3,166.67 3,000 3,000

153 Macam2 Sambungan PVC AW Dia 1/2 " Bh 2,333.33 2,000 2,500

154 Macam2 Sambungan PVC AW Dia 2 " Bh 4,916.67 4,000 5,000

155 Macam2 Sambungan PVC AW Dia 3/4 " Bh 2,458.33 2,000 2,500

156 Macam2 Sambungan PVC AW Dia 4 " Bh 11,500.00 10,000 12,000

157 Marmer lokal m2 495,000.00 495,000 495,000

158 Minyak cat Ltr 20,000.00 20,000 20,000

159 Minyak bekisting Ltr 12,000.00 12,000 12,000

160 Multiplek 4 mm Lbr 62,000.00 62,000 62,000

161 Multiplek 6 mm Lbr 129,000.00 129,000 129,000

162 Multiplek 9 mm Lbr 205,000.00 205,000 205,000

163 Multiplek 15 mm Lbr 219,000.00 219,000 219,000

164 Multiplek 18 mm Lbr 223,300.00 223,300 223,300

165 Multiplex 12 mm Lbr 155,700.00 155,700 155,700

166 Nok Genteng Kodok Bh 20,300.00 20,300 20,300

167 Nok Genteng keramik Bh 17,500.00 17,500 17,500

168 Nok Model U ukuran 110 x 5 x 6 cm M' 36,700.00 36,700 36,700

169 Nok Model U Verza Roof 40 x 12 cm Bh 32,700.00 32,700 32,700

170 Oker Kg 22,500.00 22,500 22,500

171 Oli / pelumas Ltr 37,300.00 37,300 37,300

172 Pagar besi motif BRC 1,2 x 2,4 m' M' - - -

173 Pagar besi motif BRC 1,75 x 2,4 m' M' - - -

174 Paku Asbes + Karet Kg 27,125.00 27,500 27,000

175 Paku Beton Bh 19,800.00 19,800 19,800

176 Paku bor Kg 27,500.00 27,500 27,500

Page 176: Analisa Cika'11

177 Paku Genteng metal Kg 28,500.00 25,000 30,000

178 Paku Kayu / biasa Kg 15,583.33 15,000 15,000

179 Paku Keling Kg 30,250.00 30,250 30,250

180 Paku Seng Kg 24,666.67 22,000 25,000

181 Paku Ulin Kg 19,125.00 17,500 20,000

182 Paku Plywood Kg 23,750.00 22,000 25,000

183 Paku Sekrup Kg 20,000.00 20,000 20,000

184 Papan Kayu Bangkirai M3 6,000,000.00 6,500,000 6,500,000

185 Papan Kayu Ulin M3 5,400,000.00 6,250,000 5,000,000

186 Papan Kayu kelas 2 M3 1,750,000.00 1,750,000 1,800,000

187 Papan Kayu Meranti M3 2,300,000.00 2,200,000 2,300,000

188 Papan Nama Proyek Bh 550,000.00 550,000 550,000

189 Papan Reuter Bengkirai M' 24,200.00 24,200 24,200

190 Pas. Lampu Baret + Instalasi Unit 513,000.00 513,000 513,000

191 Pas. Lampu Gantung Unit 607,400.00 607,400 607,400

192 Pasir Beton Ex. Lokal samuntai M3 250,000.00 250,000 250,000

193 Pasir Beton (sepaku) M3 330,000.00 330,000 330,000

194 Pasir Pasang sungai ex. Kandilo M3 278,750.00 280,000 280,000

195 Pasir pasang putih M3 64,500.00 64,500 64,500

196 Pasir pasang putih Sepaku M3 225,000.00

197 Pasir Urug M3 51,900.00 51,900 51,900

198 Paving blok biasa bh 2,000.00 2,000 2,000

199 Paving block K - 127 m2 104,350.00 104,350 104,350

200 Penangkal Petir + Instalasi unit 3,920,000.00 3,920,000 3,920,000

201 Pintu Panel Double ky Bangkirai Bh 1,089,000.00 1,089,000 1,089,000

202 Pintu Double Plywood Bh 332,750.00 332,750 332,750

203 Pintu Panel ky Bangkirai Uk. Besar L 80 cm Bh 544,500.00 544,500 544,500

204 Pintu Panel ky Bangkirai Uk. Kecil L 70 cm Bh 484,000.00 484,000 484,000

205 Pintu Panel kayu Ulin Ukuran Besar L 80 cm Bh 513,700.00 513,700 513,700

206 Pintu Panel kayu Ulin Ukuran Kecil L 70 cm Bh 484,000.00 484,000 484,000

207 Pintu Panel Lapis Formika (Fabrikasi) Bh 363,000.00 363,000 363,000

208 Pintu Skat Bh 385,000.00 385,000 385,000

209 Pipa Galvanis AW Dia 1 " M' 52,100.00 52,100 52,100

210 Pipa Galvanis AW Dia 2 " M' 103,100.00 103,100 103,100

211 Pipa Galvanis AW Dia 3 " M' 182,150.00 182,150 182,150

212 Pipa Galvanis AW Dia 4 " M' 259,300.00 259,300 259,300

213 Pipa PVC AW Dia 1 " Btg 26,083.33 25,000 25,000

214 Pipa PVC AW Dia 1/2 " Btg 19,416.67 20,000 20,000

215 Pipa PVC AW Dia 2 " Btg 49,833.33 50,000 50,000

216 Pipa PVC AW Dia 3/4 " Btg 20,833.33 20,000 20,000

217 Pipa PVC AW Dia 4 " Btg 150,833.33 150,000 150,000

218 Pipa stainless steel 2 " M' 37,400.00 37,400 37,400

219 Pipa stainless steel 3 " M' 67,000.00 67,000 67,000

220 Pitting Bh 9,916.67 10,000 10,000

221 Plamir Kg 18,500.00 18,500 18,500

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222 Plitur Kg 35,583.33 42,500 42,500

223 Plint / list lantai keramik Bh 5,000.00 5,000 5,000

224 Plint marmer 10 x 40 cm Bh 21,800.00 21,800 21,800

225 Plywood 3 mm Lbr 44,375.00 42,000 45,000

226 Plywood 4 mm Lbr 55,000.00 56,000 55,000

227 Plywood 6 mm Lbr 80,000.00 80,000 80,000

228 Plywood 9 mm Lbr 124,583.33 125,000 125,000

229 Plywood 12 mm Lbr 220,000.00 220,000 220,000

230 Plywood 18 mm Lbr 250,000.00 250,000 250,000

231 Porselen 20 x 20 cm Bh 52,000.00 52,000 52,000

232 Polycarbonat M2 825,000.00 825,000 825,000

233 Rangka besi hollow M' 53,500.00 53,500 53,500

234 Rol Cat Tembok Bh 15,875.00 15,000 16,500

235 Rolling door Standart 1 Unit - - -

236 Roster beton 20 x 20 cm Bh 33,000.00 33,000 33,000

237 Roster beton 20 x 30 cm Bh 46,000.00 46,000 46,000

238 Roster kayu bangkirai 20 x 20 cm Bh 36,000.00 36,000 36,000

239 Rumput Hias M2 27,500.00 27,500 27,500

240 Saklar Ganda Bh 19,000.00 15,000 20,000

241 Saklar Tunggal Bh 14,541.67 12,500 15,000

242 Sekering Kas 3 Group + Instalasi Unit 146,800.00 146,800 146,800

243 Semen Abu - Abu / PC ( 50 kg/Zak ) Zak 65,000.00 65,000 65,000

244 Semen Warna Kg 9,833.33 10,000 10,000

245 Semen putih Kg 1,947.92 2,000 2,000

246 Seng gelombang Besar / kecil Lbr 39,125.00 37,000 40,000

248 Seng Plat Lbr 45,833.33 45,000 45,000

249 Septictank ( 3 x 1,5 )+Resapan (1,5 x 1,5 ) Unit -

250 Septictank Kayu Unit -

251 Sirlak Kg 29,700.00 29,700 29,700

252 Sirtu m3 274,800.00 274,800 274,800

253 Solar Ltr 6,950.00 6,950 6,950

254 Spritus Ltr 14,800.00 14,800 14,800

255 Stop Kontak Bh 14,916.67 15,000 15,000

256 Talang Air PVC Maspion M' 16,041.67 12,500 16,250

257 Tambah daya Listrik Wt - - -

258 Tanah Urug M3 51,900.00 51,900 51,900

259 Tandon Air 2 x 1200 ltr + Menara + Atap Unit 5,406,900.00 5,406,900 5,406,900

260 Tandon Air 1 x 1200 ltr + Menara + Atap Unit 3,177,300.00 3,177,300 3,177,300

261 Tangga Naik Tinggi 1 m Bh 231,000.00 231,000 231,000

262 Tanki Air Viberglass 1200 Ltr Bh 1,235,400.00 1,235,400 1,235,400

263 Tanki Air Viberglass 2500 Ltr Bh 2,613,000.00 2,613,000 2,613,000

264 Tanki Air Viberglass 550 Ltr Bh 930,800.00 930,800 930,800

265 Teakwood 3 mm Lbr 99,300.00 99,300 99,300

266 Teakwood 4 mm Lbr 120,200.00 120,200 120,200

267 Teakwood 6 mm Lbr 195,850.00 195,850 195,850

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268 Ter / Residu Kg 45,300.00 45,300 45,300

269 Terpentin Ltr 4,750.00 4,750 4,750

270 Tiang Lampu Tunggal 11 m' Bt 2,984,700.00 2,984,700 2,984,700

271 Tiang Lampu Tunggal 9 m' Bt 1,960,000.00 1,960,000 1,960,000

272 Tiang Lampu Ganda 11 m' Bt 3,520,000.00 3,520,000 3,520,000 273 Tiang Lampu ganda 9 m' Bt 2,311,000.00 2,311,000 2,311,000

274 Tinner A Ltr 22,916.67 23,500 20,000

275 Titik Mata Lampu Ttk 169,400.00 169,400 169,400

276 Trap Depan Papan Tulis Bak Lapis Keramik Bh 275,000.00 275,000 275,000

277 Ukiran jamang pada puncak Bh 440,000.00 440,000 440,000

278 Ukiran jamang pada listplank Bh 495,000.00 495,000 495,000

279 Urinoir Bh 1,865,500.00 1,865,500 1,865,500

280 Kloset duduk Ex. Toto Bh 2,400,000.00 2,400,000 2,400,000

281 Pasir beton Exs. Palu m3 415,000.00 415,000 415,000

282 Washtafel + Cermin Bh 495,833.33 500,000 550,000

T. A 2010

Catatan :1. Harga diatas adalah harga disumber material ( disungai, dilokasi penggalian) khusus utk bahan lokal2. Untuk bahan-bahan non lokal harga tersebut adalah harga toko / harga yang berlaku dipasaran3. Harga sudah terrmasuk keuntungan kontraktor dan ongkos angkut4 Harga belum termasuk PPn

Page 179: Analisa Cika'11

DAFTAR HARGA SATUAN UPAH DAN BAHAN KAB. PENAJAM

KECAMATAN PENAJAM KECAMATAN WARU KECAMATAN BABULU

55,000 55,000 55,000 55,000 55,000 55,000 55,000

70,000 70,000 70,000 70,000 70,000 70,000 70,000

70,000 70,000 70,000 70,000 70,000 70,000 70,000

70,000 70,000 70,000 70,000 70,000 70,000 70,000

70,000 70,000 70,000 70,000 70,000 70,000 70,000

75,000 75,000 75,000 75,000 75,000 75,000 75,000

75,000 75,000 75,000 75,000 75,000 75,000 75,000

60,000 60,000 60,000 60,000 60,000 60,000 60,000

45,000 45,000 45,000 45,000 45,000 45,000 45,000

605,000 605,000 605,000 605,000 605,000 605,000 605,000

3,000 2,500 3,500 4,000 3,000 3,000 3,000

27,000 27,000 27,000 28,000 28,000 28,000 27,000

6,750 6,750 6,750 6,750 6,750 6,750 6,750

85,000 85,000 85,000 85,000 85,000 85,000 85,000

32,000 32,000 32,000 32,000 32,000 32,000 32,000

-

-

60,000 75,000 70,000 70,000 70,000 70,000 70,000

- - - - - - -

35,000 35,000 35,000 35,000 35,000 35,000 35,000

69,500 69,500 69,500 69,500 69,500 69,500 69,500

29,200 29,200 29,200 29,200 29,200 29,200 29,200

75,000 75,000 75,000 75,000 75,000 75,000 75,000

58,100 58,100 58,100 58,100 58,100 58,100 58,100

56,400 56,400 56,400 56,400 56,400 56,400 56,400

75,100 54,200 54,200 54,200 54,200 54,200 54,200

200,000 250,000 250,000 250,000 185,000 190,000 190,000

250,000 350,000 245,000 270,000 250,000

225,000 300,000 180,000 170,000 250,000 250,000 250,000

425,000 500,000 365,000 450,000 450,000 450,000 450,000

121,000 121,000 121,000 121,000 121,000 121,000 121,000

293,000 293,000 293,000 293,000 293,000 293,000 293,000

6,000,000 6,000,000 6,000,000 6,000,000 6,000,000 6,000,000 6,000,000

5,500,000 5,500,000 5,000,000 5,500,000 5,500,000 5,000,000 5,500,000

HARGA BANGUNAN

R2T

HARGA CAHAYA ABADI

HARGA SINAR BARU

HARGA BINTANG

BARU

HARGA BINTANG

MAS

HARGA HARAPAN

BARU

HARGA BANGUNAN

Page 180: Analisa Cika'11

2,300,000 2,200,000 2,300,000 2,300,000 2,200,000 2,300,000 2,300,000

1,800 1,800 1,800 1,800 1,800 1,800 1,800

188,300 188,300 188,300 188,300 188,300 188,300 188,300

850 800 800 800 800 800 800

850 850 850 850 850 850 850

215,400 215,400 215,400 215,400 215,400 215,400 215,400

22,000 22,000 22,000 22,000 22,000 22,000 22,000

5,300 5,300 5,300 5,300 5,300 5,300 5,300

10,000 10,000 10,000 10,000 10,000 10,000 10,000

11,750 11,750 11,750 11,750 11,750 11,750 11,750

16,300 16,300 16,300 16,300 16,300 16,300 16,300

31,800 31,800 31,800 31,800 31,800 31,800 31,800

97,000 97,000 97,000 97,000 97,000 97,000 97,000

156,800 156,800 156,800 156,800 156,800 156,800 156,800

25,000 25,000 25,000 25,000 25,000 25,000 25,000

506,500 506,500 506,500 506,500 506,500 506,500 506,500

626,000 626,000 626,000 626,000 626,000 626,000 626,000

8,000 7,000 13,000 11,200 8,000 8,000 8,000

85,000 85,000 85,000 85,000 85,000 85,000 85,000

30,000 38,000 38,000 40,000 38,000 38,000 38,000

20,000 20,000 20,000 20,000 20,000 20,000 20,000

35,000 38,000 38,000 40,000 35,000 35,000 35,000

20,000 20,000 15,000 20,000 22,000 25,000 20,000

150,000 15,000 160,000 150,000 160,000 150,000 150,000

750,000 750,000 750,000 750,000 750,000 750,000 750,000

95,000 100,000 100,000 95,000 100,000 100,000 95,000

1,500,000 1,800,000 1,500,000 1,500,000 1,800,000 1,500,000 1,500,000

374,800 374,800 374,800 374,800 374,800 374,800 374,800

314,600 314,600 314,600 314,600 314,600 314,600 314,600

454,000 454,000 454,000 454,000 454,000 454,000 454,000

78,650 78,650 78,650 78,650 78,650 78,650 78,650

35,200 35,200 35,200 35,200 35,200 35,200 35,200

20,000 35,000 20,000 15,000 20,000 20,000 20,000

50,000 40,000 50,000 55,000 50,000 50,000 50,000

12,500 13,500 12,500 12,500 20,000 20,000 20,000

35,000 33,000 20,000 20,000 35,000 25,000 30,833

26,700 26,700 26,700 26,700 26,700 26,700 26,700

35,000 35,000 35,000 35,000 35,000 35,000 35,000

104,300 104,300 104,300 104,300 104,300 104,300 104,300

7,500 7,500 7,500 7,500 7,500 7,500 7,500

22,000 23,000 21,000 25,000 23,000 21,000 25,000

10,000 12,000 8,000 10,000 10,000 8,000 10,000

20,000 12,000 15,000 25,000 15,000 12,000 15,000

125,000 125,000 125,000 125,000 125,000 125,000 125,000

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65,000 65,000 65,000 65,000 65,000 65,000 65,000

10,000 10,000 8,500 12,000 10,000 12,000 10,000

10,000 7,500 10,000 15,000 10,000 12,000 10,000

150,000 165,000 150,000 150,000 150,000 130,000 150,000

565,700 565,700 565,700 565,700 565,700 565,700 565,700

40,000 40,000 40,000 40,000 40,000 40,000 40,000

250,000 250,000 250,000 250,000 250,000 250,000 250,000

326,700 326,700 326,700 326,700 326,700 326,700 326,700

72,600 72,600 72,600 72,600 72,600 72,600 72,600

84,700 84,700 84,700 84,700 84,700 84,700 84,700

102,300 102,300 102,300 102,300 102,300 102,300 102,300

127,000 127,000 127,000 127,000 127,000 127,000 127,000

546,000 546,000 546,000 546,000 546,000 546,000 546,000

20,000 20,000 20,000 20,000 20,000 20,000 20,000

107,300 107,300 107,300 107,300 107,300 107,300 107,300

80,000 80,000 80,000 80,000 70,000 85,000 80,000

28,350 28,350 28,350 28,350 28,350 28,350 28,350

25,000 25,000 25,000 25,000 25,000 25,000 25,000

8,000 7,000 7,000 7,000 8,000 8,000 8,000

1,800,000 1,800,000 1,800,000 1,800,000 1,800,000 1,800,000 1,800,000

11,200 11,200 11,200 11,200 11,200 11,200 11,200

45,000 47,000 47,000 47,000 47,000 40,000 47,000

55,000 55,000 50,000 50,000 50,000 52,000 55,000

50,000 55,000 50,000 50,000 48,000 48,000 50,000

45,000 38,000 41,000 50,000 49,000 45,000

50,000 50,000 50,000 55,000 48,000 50,000 49,000

220,000 220,000 220,000 220,000 220,000 220,000 220,000

8,000 8,000 6,000 8,000 8,000 8,000 8,000

415,000

350,000

437,500

263,000

26,000 26,000 26,000 26,000 26,000 26,000 26,000

26,500 26,500 26,500 26,500 26,500 26,500 26,500

7,000 12,000 10,000 10,000 8,000 10,000 10,000

250,000 165,000 200,000 180,000 200,000 200,000 200,000

216,000 300,000 160,000 216,000

300,000 300,000 30,000 300,000 300,000 30,000 300,000

- - - -

-

-

-

150,000 150,000 150,000 150,000 150,000 150,000 150,000

154,000 154,000 154,000 154,000 154,000 154,000 154,000

6,000 6,000 6,000 6,000 6,000 6,000 6,000

Page 182: Analisa Cika'11

7,500 7,500 6,000 8,000 7,500 7,500 7,500

6,000 7,000 4,500 6,000 6,000 6,000 6,000

6,000 7,000 5,000 6,000 7,000 7,000 7,000

6,000 8,000 5,000 6,000 7,000 7,000 7,000

5,000 3,000 5,000 4,000 7,000 7,000 7,000

10,000 10,000 10,000 6,000 10,000 10,000 10,000

42,000 43,000 43,000 42,000 43,000 43,000 43,000

83,250 83,250 83,250 83,250 83,250 83,250 83,250

75,000 75,000 75,000 75,000 75,000 75,000 75,000

91,000 91,000 91,000 91,000 91,000 91,000 91,000

101,800 101,800 101,800 101,800 101,800 101,800 101,800

15,000 15,000 12,000 16,000 12,000 15,000 15,000

5,000 5,000 4,000 5,000 4,000 5,000 5,000

27,500 27,500 27,500 27,500 27,500 27,500 27,500

27,500 27,500 27,500 27,500 27,500 27,500 27,500

27,500 27,500 27,500 27,500 27,500 27,500 27,500

10,300 10,300 10,300 10,300 10,300 10,300 10,300

6,050 6,050 6,050 6,050 6,050 6,050 6,050

66,550 66,550 66,550 66,550 66,550 66,550 66,550

36,000 36,000 36,000 36,000 36,000 36,000 36,000

3,000 3,000 3,000 4,000 4,000 3,000 3,000

2,500 2,000 2,500 3,000 2,000 2,000 2,500

5,000 4,000 5,000 5,000 5,000 5,000 5,000

2,500 2,500 2,500 2,500 2,500 2,000 2,500

12,000 10,000 12,000 12,000 12,000 10,000 12,000

495,000 495,000 495,000 495,000 495,000 495,000 495,000

20,000 20,000 20,000 20,000 20,000 20,000 20,000

12,000 12,000 12,000 12,000 12,000 12,000 12,000

62,000 62,000 62,000 62,000 62,000 62,000 62,000

129,000 129,000 129,000 129,000 129,000 129,000 129,000

205,000 205,000 205,000 205,000 205,000 205,000 205,000

219,000 219,000 219,000 219,000 219,000 219,000 219,000

223,300 223,300 223,300 223,300 223,300 223,300 223,300

155,700 155,700 155,700 155,700 155,700 155,700 155,700

20,300 20,300 20,300 20,300 20,300 20,300 20,300

17,500 17,500 17,500 17,500 17,500 17,500 17,500

36,700 36,700 36,700 36,700 36,700 36,700 36,700

32,700 32,700 32,700 32,700 32,700 32,700 32,700

22,500 22,500 22,500 22,500 22,500 22,500 22,500

37,300 37,300 37,300 37,300 37,300 37,300 37,300

- - - - - - -

- - - - - - -

27,000 24,000 27,000 25,000 28,000 28,000 28,000

19,800 19,800 19,800 19,800 19,800 19,800 19,800

27,500 27,500 27,500 27,500 27,500 27,500 27,500

Page 183: Analisa Cika'11

30,000 25,000 27,000 30,000 28,000 27,000 30,000

16,000 16,000 14,000 17,000 15,000 15,000 16,000

30,250 30,250 30,250 30,250 30,250 30,250 30,250

25,000 24,000 25,000 25,000 25,000 25,000 25,000

20,000 18,000 18,000 18,000 18,000 20,000 20,000

25,000 20,000 20,000 25,000 22,000 26,000 25,000

20,000 20,000 20,000 20,000 20,000 20,000 20,000

6,500,000 6,500,000 6,500,000 6,500,000 6,500,000 6,500,000 6,500,000

5,000,000 6,250,000 5,000,000 5,000,000 6,250,000 5,000,000 5,000,000

1,800,000 1,750,000 1,800,000 1,800,000 1,750,000 1,800,000 1,800,000

2,300,000 2,200,000 2,300,000 2,300,000 2,200,000 2,300,000 2,300,000

550,000 550,000 550,000 550,000 550,000 550,000 550,000

24,200 24,200 24,200 24,200 24,200 24,200 24,200

513,000 513,000 513,000 513,000 513,000 513,000 513,000

607,400 607,400 607,400 607,400 607,400 607,400 607,400

250,000 250,000 250,000 250,000 225,000 225,000 225,000

330,000 330,000 330,000 330,000 330,000 330,000 330,000

280,000 280,000 280,000 280,000 255,000 255,000 255,000

64,500 64,500 64,500 64,500 64,500 64,500 64,500

51,900 51,900 51,900 51,900 51,900 51,900 51,900

2,000 2,000 2,000 2,000 2,000 2,000 2,000

104,350 104,350 104,350 104,350 104,350 104,350 104,350

3,920,000 3,920,000 3,920,000 3,920,000 3,920,000 3,920,000 3,920,000

1,089,000 1,089,000 1,089,000 1,089,000 1,089,000 1,089,000 1,089,000

332,750 332,750 332,750 332,750 332,750 332,750 332,750

544,500 544,500 544,500 544,500 544,500 544,500 544,500

484,000 484,000 484,000 484,000 484,000 484,000 484,000

513,700 513,700 513,700 513,700 513,700 513,700 513,700

484,000 484,000 484,000 484,000 484,000 484,000 484,000

363,000 363,000 363,000 363,000 363,000 363,000 363,000

385,000 385,000 385,000 385,000 385,000 385,000 385,000

52,100 52,100 52,100 52,100 52,100 52,100 52,100

103,100 103,100 103,100 103,100 103,100 103,100 103,100

182,150 182,150 182,150 182,150 182,150 182,150 182,150

259,300 259,300 259,300 259,300 259,300 259,300 259,300

25,000 30,000 25,000 30,000 25,000 28,000 25,000

20,000 16,000 20,000 20,000 15,000 22,000 20,000

50,000 50,000 50,000 55,000 45,000 48,000 50,000

20,000 25,000 20,000 25,000 20,000 20,000 20,000

150,000 150,000 150,000 160,000 150,000 150,000 150,000

37,400 37,400 37,400 37,400 37,400 37,400 37,400

67,000 67,000 67,000 67,000 67,000 67,000 67,000

10,000 9,000 10,000 10,000 10,000 10,000 10,000

18,500 18,500 18,500 18,500 18,500 18,500 18,500

Page 184: Analisa Cika'11

42,500 55,000 38,000 38,000 38,000

5,000 5,000 5,000 5,000 5,000 5,000 5,000

21,800 21,800 21,800 21,800 21,800 21,800 21,800

45,000 43,000 42,500 45,000 45,000 45,000 45,000

55,000 55,000 54,000 55,000 55,000 55,000 55,000

80,000 80,000 75,000 85,000 80,000 80,000 80,000

125,000 125,000 125,000 120,000 125,000 125,000 125,000

220,000 220,000 220,000 220,000 220,000 220,000 220,000

250,000 250,000 250,000 250,000 250,000 250,000 250,000

52,000 52,000 52,000 52,000 52,000 52,000 52,000

825,000 825,000 825,000 825,000 825,000 825,000 825,000

53,500 53,500 53,500 53,500 53,500 53,500 53,500

16,500 15,000 15,000 18,000 16,000 16,000 16,000

- - - - - - -

33,000 33,000 33,000 33,000 33,000 33,000 33,000

46,000 46,000 46,000 46,000 46,000 46,000 46,000

36,000 36,000 36,000 36,000 36,000 36,000 36,000

27,500 27,500 27,500 27,500 27,500 27,500 27,500

20,000 15,000 20,000 18,000 20,000 20,000 20,000

15,000 15,000 12,000 15,000 15,000 15,000 15,000

146,800 146,800 146,800 146,800 146,800 146,800 146,800

65,000 65,000 65,000 65,000 65,000 65,000 65,000

10,000 10,000 10,000 8,000 10,000 10,000 10,000

2,000 1,750 1,875 1,750 2,000 2,000 2,000

40,000 40,000 40,000 37,000 38,000 37,500 40,000

45,000 45,000 45,000 55,000 45,000 45,000 45,000

29,700 29,700 29,700 29,700 29,700 29,700 29,700

274,800

6,950 6,950 6,950 6,950 6,950 6,950 6,950

14,800 14,800 14,800 14,800 14,800 14,800 14,800

15,000 15,000 12,000 15,000 15,000 17,000 15,000

16,250 16,250 17,500 16,250 16,250 16,250 16,250

-

51,900 51,900 51,900 51,900 51,900 51,900 51,900

5,406,900 5,406,900 5,406,900 5,406,900 5,406,900 5,406,900 5,406,900

3,177,300 3,177,300 3,177,300 3,177,300 3,177,300 3,177,300 3,177,300

231,000 231,000 231,000 231,000 231,000 231,000 231,000

1,235,400 1,235,400 1,235,400 1,235,400 1,235,400 1,235,400 1,235,400

2,613,000 2,613,000 2,613,000 2,613,000 2,613,000 2,613,000 2,613,000

930,800 930,800 930,800 930,800 930,800 930,800 930,800

99,300 99,300 99,300 99,300 99,300 99,300 99,300

120,200 120,200 120,200 120,200 120,200 120,200 120,200

195,850 195,850 195,850 195,850 195,850 195,850 195,850

Page 185: Analisa Cika'11

45,300 45,300 45,300 45,300 45,300 45,300 45,300

4,750 4,750 4,750 4,750 4,750 4,750 4,750

2,984,700 2,984,700 2,984,700 2,984,700 2,984,700 2,984,700 2,984,700

1,960,000 1,960,000 1,960,000 1,960,000 1,960,000 1,960,000 1,960,000

3,520,000 3,520,000 3,520,000 3,520,000 3,520,000 3,520,000 3,520,000 2,311,000 2,311,000 2,311,000 2,311,000 2,311,000 2,311,000 2,311,000

23,500 23,500 23,500 20,000 23,500 23,500 23,500

169,400 169,400 169,400 169,400 169,400 169,400 169,400

275,000 275,000 275,000 275,000 275,000 275,000 275,000

440,000 440,000 440,000 440,000 440,000 440,000 440,000

495,000 495,000 495,000 495,000 495,000 495,000 495,000

1,865,500 1,865,500 1,865,500 1,865,500 1,865,500 1,865,500 1,865,500

2,400,000 2,400,000 2,400,000 2,400,000 2,400,000 2,400,000 2,400,000

415,000 415,000 415,000 415,000 415,000 415,000 415,000

500,000 400,000 500,000 500,000 500,000 500,000 500,000

Harga diatas adalah harga disumber material ( disungai, dilokasi penggalian) khusus utk bahan lokalUntuk bahan-bahan non lokal harga tersebut adalah harga toko / harga yang berlaku dipasaran

Page 186: Analisa Cika'11

DAFTAR HARGA SATUAN UPAH DAN BAHAN KAB. PENAJAM

TAHUN 2010

KECAMATAN SEPAKU

55,000 55,000 55,000 55,000

70,000 70,000 70,000 70,000

70,000 70,000 70,000 70,000

70,000 70,000 70,000 70,000

70,000 70,000 70,000 70,000

75,000 75,000 75,000 75,000

75,000 75,000 75,000 75,000

60,000 60,000 60,000 60,000

45,000 45,000 45,000 45,000

605,000 605,000 605,000 605,000

2,000 2,500 2,000 2,750

27,000 27,000 27,000 28,700

6,750 6,750 6,750 6,750

85,000 85,000 85,000 40,200

32,000 32,000 32,000 19,969

- - - -

- - - -

75,000 75,000 75,000 9,477

- - - 8,462

35,000 35,000 35,000 31,750

69,500 69,500 69,500 69,500

29,200 29,200 29,200 29,200

75,000 75,000 75,000 44,500

58,100 58,100 58,100 58,100

56,400 56,400 56,400 56,400

19,470 33,378 25,033 75,100

175,000 225,000 - 207,000

175,000 - - 236,000

250,000 250,000 250,000 229,400

450,000 450,000 450,000 427,700

121,000 121,000 121,000 121,000

293,000 293,000 293,000 293,000

6,000,000 6,000,000 6,000,000 3,169,000

5,500,000 5,000,000 5,500,000 2,665,000

HARGA BANGUNAN

BARU

HARGA MITRA

BANGUNAN

HARGA BUMI HARAPAN

INDAH

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2,200,000 2,300,000 2,300,000 1,723,000

1,800 1,800 1,800 1,800

188,300 188,300 188,300 188,300

800 800 800 780

850 850 850 850

215,400 215,400 215,400 200,000

225,000 225,000 225,000 225,000

22,000 22,000 22,000 4,000

5,300 5,300 5,300 5,300

10,000 10,000 10,000 10,000

11,750 11,750 11,750 11,750

16,300 16,300 16,300 16,300

31,800 31,800 31,800 31,800

97,000 97,000 97,000 97,000

156,800 156,800 156,800 156,800

25,000 25,000 25,000 25,000

506,500 506,500 506,500 506,500

626,000 626,000 626,000 626,000

8,000 8,000 8,000 8,560

85,000 85,000 85,000 67,500

39,000 39,000 39,000 39,000

20,000 20,000 20,000 20,800

45,000 35,000 35,000 34,650

22,000 25,000 20,000 18,350

175,000 150,000 150,000 146,600

750,000 750,000 750,000 750,000

100,000 100,000 95,000 211,800

1,800,000 1,500,000 1,500,000 1,370,000

374,800 374,800 374,800 374,800

314,600 314,600 314,600 314,600

454,000 454,000 454,000 454,000

78,650 78,650 78,650 78,650

35,200 35,200 35,200 35,200

30,000 20,000 20,000 20,000

50,000 50,000 50,000 37,700

18,000 15,000 15,000 23,000

25,000 24,000 25,000 27,800

26,700 26,700 26,700 26,700

35,000 35,000 35,000 31,700

104,300 104,300 104,300 104,300

7,500 7,500 7,500 7,500

25,000 22,000 25,000 30,000

12,000 12,500 12,500 9,000

20,000 20,000 20,000 16,500

125,000 125,000 125,000 37,000

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65,000 65,000 65,000 48,800

8,000 10,000 10,000 9,400

10,000 10,000 10,000 8,300

125,000 150,000 150,000 109,000

565,700 565,700 565,700 565,700

40,000 40,000 40,000 40,000

250,000 250,000 250,000 230,000

326,700 326,700 326,700 326,700

72,600 72,600 72,600 72,600

84,700 84,700 84,700 84,700

102,300 102,300 102,300 102,300

127,000 127,000 127,000 127,000

546,000 546,000 546,000 546,000

20,000 20,000 20,000 19,600

107,300 107,300 107,300 107,300

80,000 80,000 80,000 74,850

28,350 28,350 28,350 28,350

25,000 25,000 25,000 24,300

8,000 8,000 8,000 8,000

1,800,000 1,800,000 1,800,000 1,452,000

11,200 11,200 11,200 11,200

47,000 47,000 47,000 49,600

48,000 55,000 55,000 55,600

50,000 50,000 50,000 55,000

50,000 45,000 45,000 49,000

48,000 50,000 50,000 55,500

220,000 220,000 220,000 220,000

9,000 8,000 8,000 8,650

415,000

350,000

437,500

263,000

26,000 26,000 26,000 26,000

26,500 26,500 26,500 26,500

10,000 10,000 10,000 8,300

200,000 200,000 200,000 161,750

216,000 - 110,000 216,000

300,000 30,000 300,000 255,900

- - - 132,800

- - - -

- - - -

- - - -

150,000 150,000 150,000 154,000

154,000 154,000 154,000 154,000

6,000 6,000 6,000 6,300

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7,500 7,500 7,500 8,200

6,000 6,000 6,000 7,100

7,000 7,000 7,000 9,250

7,000 7,000 7,000 6,300

7,000 7,000 7,000 5,200

10,000 10,000 10,000 10,000

43,000 43,000 43,000 42,100

83,250 83,250 83,250 83,250

75,000 75,000 75,000 74,800

91,000 91,000 91,000 91,000

101,800 101,800 101,800 101,800

13,000 15,000 12,000 15,000

5,000 5,000 5,000 6,200

27,500 27,500 27,500 27,500

27,500 27,500 27,500 27,500

27,500 27,500 27,500 27,500

10,300 10,300 10,300 10,300

6,050 6,050 6,050 6,050

66,550 66,550 66,550 66,550

36,000 36,000 36,000 36,000

3,000 3,000 3,000 34,000

2,000 2,500 2,500 2,500

6,000 5,000 5,000 5,600

3,000 2,500 2,500 5,100

12,000 12,000 12,000 12,900

495,000 495,000 495,000 495,000

20,000 20,000 20,000 20,000

12,000 12,000 12,000 12,000

62,000 62,000 62,000 62,000

129,000 129,000 129,000 129,000

205,000 205,000 205,000 205,000

219,000 219,000 219,000 219,000

223,300 223,300 223,300 223,300

155,700 155,700 155,700 155,700

20,300 20,300 20,300 20,300

17,500 17,500 17,500 17,500

36,700 36,700 36,700 36,700

32,700 32,700 32,700 32,700

22,500 22,500 22,500 22,500

37,300 37,300 37,300 37,300

- - - -

- - - -

28,000 28,000 28,000 27,300

19,800 19,800 19,800 19,800

27,500 27,500 27,500 27,500

Page 190: Analisa Cika'11

30,000 30,000 30,000 29,200

16,000 16,000 16,000 16,650

30,250 30,250 30,250 30,250

25,000 25,000 25,000 26,350

20,000 20,000 20,000 19,800

25,000 25,000 25,000 23,500

20,000 20,000 20,000 11,500

6,500,000 6,500,000 6,500,000 3,992,000

6,250,000 5,000,000 5,000,000 3,600,000

1,750,000 1,800,000 1,800,000 1,500,000

2,200,000 2,300,000 2,300,000 1,786,000

550,000 550,000 550,000 550,000

24,200 24,200 24,200 24,200

513,000 513,000 513,000 513,000

607,400 607,400 607,400 607,400

275,000 275,000 275,000 250,000

330,000 330,000 330,000 330,000

300,000 300,000 300,000 280,000

61,800

225,000 225,000 225,000 225,000

51,900 51,900 51,900 51,900

2,000 2,000 2,000 3,680

104,350 104,350 104,350 104,350

3,920,000 3,920,000 3,920,000 3,920,000

1,089,000 1,089,000 1,089,000 1,089,000

332,750 332,750 332,750 332,750

544,500 544,500 544,500 544,500

484,000 484,000 484,000 484,000

513,700 513,700 513,700 513,700

484,000 484,000 484,000 484,000

363,000 363,000 363,000 363,000

385,000 385,000 385,000 385,000

52,100 52,100 52,100 52,100

103,100 103,100 103,100 103,100

182,150 182,150 182,150 182,150

259,300 259,300 259,300 259,300

25,000 25,000 25,000 24,100

20,000 20,000 20,000 20,200

50,000 50,000 50,000 48,900

20,000 20,000 20,000 19,650

150,000 150,000 150,000 112,400

37,400 37,400 37,400 37,400

67,000 67,000 67,000 67,000

10,000 10,000 10,000 6,450

18,500 18,500 18,500 18,500

Page 191: Analisa Cika'11

42,500 43,000 45,000 42,500

5,000 5,000 5,000 3,100

21,800 21,800 21,800 21,800

45,000 45,000 45,000 44,600

55,000 55,000 55,000 56,500

80,000 80,000 80,000 79,000

125,000 125,000 125,000 116,500

220,000 220,000 220,000 220,000

250,000 250,000 250,000 231,000

52,000 52,000 52,000 52,000

825,000 825,000 825,000 825,000

53,500 53,500 53,500 53,500

16,500 15,000 15,000 16,500

- - - -

33,000 33,000 33,000 33,000

46,000 46,000 46,000 46,000

36,000 36,000 36,000 36,000

27,500 27,500 27,500 27,500

20,000 20,000 20,000 16,700

15,000 15,000 15,000 12,800

146,800 146,800 146,800 146,800

65,000 65,000 65,000 63,500

10,000 10,000 10,000 13,500

2,000 2,000 2,000 19,250

40,000 40,000 40,000 40,900

45,000 45,000 45,000 53,600

695,000

1,815,000

29,700 29,700 29,700 29,700

274,800

6,950 6,950 6,950 6,950

14,800 14,800 14,800 14,800

15,000 15,000 15,000 12,500

16,250 16,250 16,250 89,100

- - - -

51,900 51,900 51,900 51,900 207,600.00

5,406,900 5,406,900 5,406,900 5,406,900

3,177,300 3,177,300 3,177,300 3,177,300

231,000 231,000 231,000 231,000

1,235,400 1,235,400 1,235,400 1,235,400

2,613,000 2,613,000 2,613,000 2,613,000

930,800 930,800 930,800 930,800

99,300 99,300 99,300 99,300

120,200 120,200 120,200 120,200

195,850 195,850 195,850 195,850

Page 192: Analisa Cika'11

45,300 45,300 45,300 45,300

4,750 4,750 4,750 4,750

2,984,700 2,984,700 2,984,700 2,984,700

1,960,000 1,960,000 1,960,000 1,960,000

3,520,000 3,520,000 3,520,000 3,520,000 2,311,000 2,311,000 2,311,000 2,311,000

23,500 23,500 23,500 23,500

169,400 169,400 169,400 169,400

275,000 275,000 275,000 275,000

440,000 440,000 440,000 440,000

495,000 495,000 495,000 495,000

1,865,500 1,865,500 1,865,500 1,865,500

2,400,000 2,400,000 2,400,000 2,400,000

415,000 415,000 415,000 415,000

500,000 500,000 500,000 439,000

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4

palu

ponton

mobil

Page 194: Analisa Cika'11
Page 195: Analisa Cika'11
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1,100,000.00

420,000.00

-

1,520,000.00

1,520,000.00

380,000.00 38,000.00

418,000.00

Page 197: Analisa Cika'11

Harga Standar Kab. PPU T.A 2011 Bidang Cipta Karya

Bab XIII.Harga Satuan dan Upah Hal 23

DAFTAR HARGA SATUAN UPAH DAN BAHAN

BIDANG : Cipta Karya

TAHUN ANGGARAN : 2011

NO URAIAN SAT KETERANGAN

1 2 3 4 = 6+5 5 6 7

A UPAH KERJA

1 Pekerja ( Buruh semi terlatih ) Hari 55,000.00 - 55,000.00

2 Tukang Batu Hari 70,000.00 - 70,000.00

3 Tukang Kayu Hari 70,000.00 - 70,000.00

4 Tukang Besi Hari 70,000.00 - 70,000.00

5 Tukang Cat Hari 70,000.00 - 70,000.00

6 Kepala Tukang Hari 75,000.00 - 75,000.00

7 Mandor Hari 75,000.00 - 75,000.00

8 Sopir Hari 60,000.00 - 60,000.00

9 Pembantu Sopir Hari 45,000.00 - 45,000.00

B Harga Bahan

1 Aluminium foil single sided Roll 605,000.00 - 605,000.00

2 Ampelas Lbr 2,875.00 - 2,875.00

3 Atap Asbes Gelombang Besar Lbr 27,333.33 - 27,333.33

4 Atap Genteng Kodok Bh 6,750.00 - 6,750.00

5 Atap Metal Berkualitas ( 2 ssn, 8 daun ) Lbr 85,000.00 - 85,000.00

6 Atap Plastik gelombang 60 x 170 Lbr 35,208.33 - 35,208.33

7 Atap Sirap Ikat 69,500.00 - 69,500.00 isi 100 bh

8 Atap Tilux Bh 29,200.00 - 29,200.00

9 Bahan Plafond Asbes Semen 5 mm M2 75,000.00 - 75,000.00

10 Bahan Plafond eternit 4 mm M2 58,100.00 - 58,100.00

11 Bahan Plafond Hardplex 5 mm 120 x 130 Lbr 56,400.00 - 56,400.00

12 Bahan Politur ( sirlak ) India Kg 47,140.12 - 47,140.12

13 Bak Air Fiber (60 x 60 cm) Bh 207,727.27 - 207,727.27

HARGA DASAR TANPA PAJAK

BIAYA ANGKUT

HARGA DASAR SATUAN

Page 198: Analisa Cika'11

Harga Standar Kab. PPU T.A 2011 Bidang Cipta Karya

Bab XIII.Harga Satuan dan Upah Hal 24

NO URAIAN SAT KETERANGAN

1 2 3 4 = 6+5 5 6 7

HARGA DASAR TANPA PAJAK

BIAYA ANGKUT

HARGA DASAR SATUAN

14 Bak Air Fiber (60 x 80 cm) Bh 255,000.00 - 255,000.00

15 Bak Cuci Piring Stainles Lobang 1 Bh 235,833.33 - 235,833.33

16 Bak Cuci Piring Stainles Lobang 2 Bh 442,916.67 - 442,916.67

17 Bak Kontrol 50 x 50 x 40 cm Bh 121,000.00 - 121,000.00

18 Bak air Traso Besar Bh 293,000.00 - 293,000.00

19 Balok Klas I Bangkirai M3 5,500,000.00 - 5,500,000.00

20 Balok Klas I Ulin M3 5,000,000.00 - 5,000,000.00

21 Balok Kayu Meranti M3 2,200,000.00 - 2,200,000.00

22 Batako Bh 1,800.00 - 1,800.00

23 Batu alam M2 188,300.00 - 188,300.00

24 Batu Bata Bh 800.00 - 800.00

25 Batu apung Kg 850.00 - 850.00

26 Batu Gunung M3 215,400.00 - 215,400

26.a Batu Gunung (SEPAKU) M3 225,000.00 - 225,000

27 Baut Bh 22,000.00 - 22,000.00

28 Bensin Lt 5,300.00 - 5,300.00

29 Besi Beton Polos Kg 10,000.00 - 10,000.00 10.68

30 Besi Beton Ulir Kg 11,750.00 - 11,750.00 7022.47191011236

31 Besi penggantung plafond Kg 16,300.00 - 16,300.00 14513.1086142322

32 Besi strip Kg 31,800.00 - 31,800.00

33 Box MCB 2 group Unit 97,000.00 - 97,000.00

34 Box MCB 4 group Unit 156,800.00 - 156,800.00

35 Breaker Bh 25,000.00 - 25,000.00

36 Buis Beton Dia 80 cm tanpa tulangan Bh 506,500.00 - 506,500.00

39 Buis Beton Dia 100 cm tanpa tulangan Bh 626,000.00 - 626,000.00

41 Cat Air / tembok Kg 8,600.00 - 8,600.00

42 Cat Air / tembok ex.setara ICI,dulux,mowilex Kg 85,000.00 85,000.00

43 Cat besi Kg 37,666.67 - 37,666.67

44 Cat Dasar / plamir Kg 20,000.00 - 20,000.00

45 Cat Kilap / Kayu Kg 36,750.00 - 36,750.00

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Bab XIII.Harga Satuan dan Upah Hal 25

NO URAIAN SAT KETERANGAN

1 2 3 4 = 6+5 5 6 7

HARGA DASAR TANPA PAJAK

BIAYA ANGKUT

HARGA DASAR SATUAN

46 Cat Menie kayu Kg 20,333.33 - 20,333.33

47 Closed Jongkok Keramik berkualitas Bh 132,083.33 - 132,083.33

48 Closed Jongkok Keramik Toto Bh 750,000.00 - 750,000.00

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Bab XIII.Harga Satuan dan Upah Hal 26

NO URAIAN SAT KETERANGAN

1 2 3 4 = 6+5 5 6 7

HARGA DASAR TANPA PAJAK

BIAYA ANGKUT

HARGA DASAR SATUAN

49 Closed Jongkok Teraso Bh 98,333.33 - 98,333.33

50 Closet Duduk Type Keramik Berkualitas Unit 1,575,000.00 - 1,575,000.00

51 Daun Jendela Uk. Besar (Fabrikasi) Kc 5 mm Bh 374,800.00 - 374,800.00

52 Daun Jendela Uk. Kecil (Fabrikasi) Kc 5 mm Bh 314,600.00 - 314,600.00

53 Daun Pintu Plywood Bag. Dlm Lapis Aluminium Foil Bh 454,000.00 - 454,000.00

54 Daun Ventilasi Bh 78,650.00 - 78,650.00

55 Dempul Halus ( INFRA ) Kg 35,200.00 - 35,200.00

56 Dempul kayu Kg 21,666.67 - 21,666.67

57 Dempul Politur Kg 49,583.33 - 49,583.33

58 Engsel Jendela Lokal 3 " Bh 15,416.67 - 15,416.67

59 Engsel Pintu Lokal 5 " Bh 27,527.78 - 27,527.78

60 Espagnolet Bh 26,700.00 - 26,700.00

61 Floor Drain Bh 35,000.00 - 35,000.00

62 Formika Ukuran Pintu Lbr 104,300.00 - 104,300.00

63 Genteng keramik Bh 7,500.00 - 7,500.00

64 Glass block Bh 23,125.00 - 23,125.00

65 Grendel Jendela Bh 10,000.00 - 10,000.00

66 Grendel Pintu Bh 16,375.00 - 16,375.00

67 Grendel tanam Pintu Bh 125,000.00 - 125,000.00

68 Gypsum board, t = 9 mm Lbr 65,000.00 - 65,000.00

69 Hak Angin Bh 10,041.67 - 10,041.67

70 Handle Jendela putih Bh 10,375.00 - 10,375.00

71 Handle Pintu Bh 147,500.00 - 147,500.00

72 Jalusi Atap Bh 565,700.00 - 565,700.00

73 Jalusi Kayu Bangkirai M' 40,000.00 - 40,000.00

74 Kabel NGA 2,5 Rol 250,833.33 - 250,833.33

76 Kaca Naco ( kerangka/daun ) 5 mm Set 326,700.00 - 326,700.00

77 Kaca polos 2 mm M2 72,600.00 - 72,600.00

78 Kaca polos 3 mm M2 84,700.00 - 84,700.00

79 Kaca polos 5 mm M2 102,300.00 - 102,300.00 16,000.00

Page 201: Analisa Cika'11

Harga Standar Kab. PPU T.A 2011 Bidang Cipta Karya

Bab XIII.Harga Satuan dan Upah Hal 27

NO URAIAN SAT KETERANGAN

1 2 3 4 = 6+5 5 6 7

HARGA DASAR TANPA PAJAK

BIAYA ANGKUT

HARGA DASAR SATUAN

80 Kaca Rayben 5 mm M2 127,000.00 - 127,000.00

81 Kanopi Atap Bh 546,000.00 - 546,000.00

82 Kawat Bendrat / Beton Kg 20,000.00 - 20,000.00

83 Kawat Bronjong Kg 107,300.00 - 107,300.00

84 Kawat Duri Rol 79,166.67 - 79,166.67

85 Kawat Harmonika m2 28,350.00 - 28,350.00

86 Kawat nyamuk besi/aluminium m2 25,000.00 - 25,000.00

87 Kawat nyamuk plastik m2 7,750.00 - 7,750.00

88 Kayu Klas 2 M3 1,800,000.00 - 1,800,000.00

89 Kayu galam dia 10 - 12 cm Btg 11,200.00 - 11,200.00

90 Keramik 10 x 20 cm M2 46,250.00 - 46,250.00

91 Keramik 20 x 25 cm M2 52,550.00 - 52,550.00

92 Keramik 20 x 20 cm M2 50,083.33 - 50,083.33

93 Keramik 30 x 30 cm Halus M2 41,333.33 - 41,333.33

94 Keramik 30 x 30 cm Kasar M2 49,750.00 - 49,750.00

95 Keramik 40 x 40 Ex. Roman Setara,granito M2 220,000.00 - 220,000.00

96 Karet Talang M' 7,833.33 - 7,833.33

97 Batu Split ( ukuran 2-3 cm/1-2 )Ex.palu M3 415,000.00 - 415,000.00

98 Batu Split ( ukuran 2-3 cm/1-2 )Ex. Krayan M3 350,000.00 - 350,000.00

98.a Batu Split ( ukuran 2-3 cm/1-2 )Ex. Sepaku M3 437,500.00 - 437,500.00

99 Koral (ex.Lokal) M3 263,000.00 - 263,000.00

100 Kran Air Dia 1" Bh 26,000.00 - 26,000.00

101 Kran Air Dia 3/4 Bh 26,500.00 - 26,500.00

102 Kuas 3 " Bh 9,666.67 - 9,666.67

103 Kunci Pintu 2 Slag berkualitas Bh 196,666.67 - 196,666.67

104 Kunci Pintu Double Ex Cisa Bh 137,500.00 - 137,500.00

105 Kunci Pintu Double Lengkap Dgn Accecories Bh 210,000.00 - 210,000.00

106 Kunci Pintu Tanam antik Bh - - -

107 Kusen aluminium 1 - - -

108 Kusen aluminium 2 - - -

Page 202: Analisa Cika'11

Harga Standar Kab. PPU T.A 2011 Bidang Cipta Karya

Bab XIII.Harga Satuan dan Upah Hal 28

NO URAIAN SAT KETERANGAN

1 2 3 4 = 6+5 5 6 7

HARGA DASAR TANPA PAJAK

BIAYA ANGKUT

HARGA DASAR SATUAN

109 Kusen aluminium 3 - - -

111 Lampu 2 - TL 40 Watt Double + Instalasi Bh 150,000.00 - 150,000.00

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Harga Standar Kab. PPU T.A 2011 Bidang Cipta Karya

Bab XIII.Harga Satuan dan Upah Hal 29

NO URAIAN SAT KETERANGAN

1 2 3 4 = 6+5 5 6 7

HARGA DASAR TANPA PAJAK

BIAYA ANGKUT

HARGA DASAR SATUAN

113 Lampu Merkury 250 wt Bh 154,000.00 - 154,000.00

114 Lampu Pijar 10 Watt Bh 6,000.00 - 6,000.00

115 Lampu Pijar 100 Watt Bh 7,416.67 - 7,416.67

116 Lampu Pijar 15 Watt Bh 5,958.33 - 5,958.33

117 Lampu Pijar 25 Watt Bh 6,500.00 - 6,500.00

118 Lampu Pijar 40 Watt Bh 6,583.33 - 6,583.33

119 Lampu Pijar 5 Watt Bh 5,750.00 - 5,750.00

120 Lampu Pijar 60 Watt Bh 9,416.67 - 9,416.67

121 Lampu Philip SL 20 Watt + Fitting Bh 42,666.67 - 42,666.67

123 Lampu TL Philip + Fitting 20 Watt Bh 83,250.00 - 83,250.00

124 Lampu TL 20 Watt Double (Trafo) Bh 75,000.00 - 75,000.00

125 Lampu TL 40 Watt (Trafo) Bh 91,000.00 - 91,000.00

126 Lampu TL 40 Watt Double (Trafo) Bh 101,800.00 - 101,800.00

127 Lem Kayu ( Fox ) Ltr 14,166.67 - 14,166.67

128 Lem Paralon Bh 4,833.33 - 4,833.33

129 List Cornice Gypsum M' 27,500.00 - 27,500.00

130 List Plafond Gypsum M' 27,500.00 - 27,500.00

131 List Plafond Plywood M' 27,500.00 - 27,500.00

132 List Profil Sudut 3/5 Ky Bangkirai M' 10,300.00 - 10,300.00

133 List Profil Sudut 3/5 Ky Meranti M' 6,050.00 - 6,050.00

134 Listplank kayu ukir M' 66,550.00 - 66,550.00 32,692.62

135 List plafond gypsum M' 36,000.00 - 36,000.00 5,000.00

136 Macam2 Sambungan PVC AW Dia 1 " Bh 3,166.67 - 3,166.67

137 Macam2 Sambungan PVC AW Dia 1/2 " Bh 2,333.33 - 2,333.33

138 Macam2 Sambungan PVC AW Dia 2 " Bh 4,916.67 - 4,916.67

139 Macam2 Sambungan PVC AW Dia 3/4 " Bh 2,458.33 - 2,458.33

140 Macam2 Sambungan PVC AW Dia 4 " Bh 11,500.00 - 11,500.00

141 Marmer lokal m2 495,000.00 - 495,000.00

142 Minyak cat Ltr 20,000.00 - 20,000.00

143 Minyak bekisting Ltr 12,000.00 - 12,000.00

Page 204: Analisa Cika'11

Harga Standar Kab. PPU T.A 2011 Bidang Cipta Karya

Bab XIII.Harga Satuan dan Upah Hal 30

NO URAIAN SAT KETERANGAN

1 2 3 4 = 6+5 5 6 7

HARGA DASAR TANPA PAJAK

BIAYA ANGKUT

HARGA DASAR SATUAN

144 Multiplek 4 mm Lbr 62,000.00 - 62,000.00 66,666.67

145 Multiplek 6 mm Lbr 129,000.00 - 129,000.00 100,000.00

146 Multiplek 9 mm Lbr 205,000.00 - 205,000.00 16,666.67

147 Multiplek 15 mm Lbr 219,000.00 - 219,000.00 250,000.00

148 Multiplek 18 mm Lbr 223,300.00 - 223,300.00 300,000.00

149 Multiplex 12 mm Lbr 155,700.00 - 155,700.00 200,000.00

150 Nok Genteng Kodok Bh 20,300.00 - 20,300.00

151 Nok Genteng keramik Bh 17,500.00 - 17,500.00

152 Nok Model U ukuran 110 x 5 x 6 cm M' 36,700.00 - 36,700.00

153 Nok Model U Verza Roof 40 x 12 cm Bh 32,700.00 - 32,700.00

154 Oker Kg 22,500.00 - 22,500.00

155 Oli / pelumas Ltr 37,300.00 - 37,300.00

156 Pagar besi motif BRC 1,2 x 2,4 m' M' - - -

157 Pagar besi motif BRC 1,75 x 2,4 m' M' - - -

158 Paku Asbes + Karet Kg 27,125.00 - 27,125.00

159 Paku Beton Bh 19,800.00 - 19,800.00

160 Paku bor Kg 27,500.00 - 27,500.00

161 Paku Genteng metal Kg 28,500.00 - 28,500.00

162 Paku Kayu / biasa Kg 15,583.33 - 15,583.33

162 Paku Keling Kg 30,250.00 - 30,250.00

163 Paku Seng Kg 24,666.67 - 24,666.67

164 Paku Ulin Kg 19,125.00 - 19,125.00

165 Paku Plywood Kg 23,750.00 - 23,750.00

166 Paku Sekrup Kg 20,000.00 - 20,000.00

167 Papan Kayu Bangkirai M3 6,000,000.00 - 6,000,000.00

168 Papan Kayu Ulin M3 5,400,000.00 - 5,400,000.00

169 Papan Kayu kelas 2 M3 1,750,000.00 - 1,750,000.00

170 Papan Kayu Meranti M3 2,300,000.00 - 2,300,000.00

171 Papan Nama Proyek Bh 550,000.00 - 550,000.00

172 Papan Reuter Bengkirai M' 24,200.00 - 24,200.00

Page 205: Analisa Cika'11

Harga Standar Kab. PPU T.A 2011 Bidang Cipta Karya

Bab XIII.Harga Satuan dan Upah Hal 31

NO URAIAN SAT KETERANGAN

1 2 3 4 = 6+5 5 6 7

HARGA DASAR TANPA PAJAK

BIAYA ANGKUT

HARGA DASAR SATUAN

173 Pas. Lampu Baret + Instalasi Unit 513,000.00 - 513,000.00

174 Pas. Lampu Gantung Unit 607,400.00 - 607,400.00

Page 206: Analisa Cika'11

Harga Standar Kab. PPU T.A 2011 Bidang Cipta Karya

Bab XIII.Harga Satuan dan Upah Hal 32

NO URAIAN SAT KETERANGAN

1 2 3 4 = 6+5 5 6 7

HARGA DASAR TANPA PAJAK

BIAYA ANGKUT

HARGA DASAR SATUAN

175 Pasir Beton Ex. Lokal samuntai M3 250,000.00 - 250,000.00

175.a Pasir Beton (sepaku) M3 330,000.00 - 330,000.00

176 Pasir Pasang sungai ex. Kandilo M3 278,750.00 - 278,750.00

177 Pasir pasang putih M3 64,500.00 - 64,500.00

177.a Pasir pasang putih Sepaku M3 225,000.00 - 225,000.00

178 Pasir Urug M3 51,900.00 - 51,900.00

179 Paving blok biasa bh 2,000.00 - 2,000.00

180 Paving block K - 127 m2 104,350.00 - 104,350.00

181 Penangkal Petir + Instalasi unit 3,920,000.00 - 3,920,000.00

182 Pintu Panel Double ky Bangkirai Bh 1,089,000.00 - 1,089,000.00

183 Pintu Double Plywood Bh 332,750.00 - 332,750.00

184 Pintu Panel ky Bangkirai Uk. Besar L 80 cm Bh 544,500.00 - 544,500.00

185 Pintu Panel ky Bangkirai Uk. Kecil L 70 cm Bh 484,000.00 - 484,000.00

186 Pintu Panel kayu Ulin Ukuran Besar L 80 cm Bh 513,700.00 - 513,700.00

187 Pintu Panel kayu Ulin Ukuran Kecil L 70 cm Bh 484,000.00 - 484,000.00

188 Pintu Panel Lapis Formika (Fabrikasi) Bh 363,000.00 - 363,000.00

189 Pintu Skat Bh 385,000.00 - 385,000.00

190 Pipa Galvanis AW Dia 1 " M' 52,100.00 - 52,100.00

191 Pipa Galvanis AW Dia 2 " M' 103,100.00 - 103,100.00

192 Pipa Galvanis AW Dia 3 " M' 182,150.00 - 182,150.00

193 Pipa Galvanis AW Dia 4 " M' 259,300.00 - 259,300.00

194 Pipa PVC AW Dia 1 " Btg 26,083.33 - 26,083.33 4 m' / btg

195 Pipa PVC AW Dia 1/2 " Btg 19,416.67 - 19,416.67 4 m' / btg

196 Pipa PVC AW Dia 2 " Btg 49,833.33 - 49,833.33 4 m' / btg

196 Pipa PVC AW Dia 3/4 " Btg 20,833.33 - 20,833.33 4 m' / btg

197 Pipa PVC AW Dia 4 " Btg 150,833.33 - 150,833.33 4 m' / btg

198 Pipa stainless steel 2 " M' 37,400.00 - 37,400.00

199 Pipa stainless steel 3 " M' 67,000.00 - 67,000.00

200 Pitting Bh 9,916.67 - 9,916.67

201 Plamir Kg 18,500.00 - 18,500.00

Page 207: Analisa Cika'11

Harga Standar Kab. PPU T.A 2011 Bidang Cipta Karya

Bab XIII.Harga Satuan dan Upah Hal 33

NO URAIAN SAT KETERANGAN

1 2 3 4 = 6+5 5 6 7

HARGA DASAR TANPA PAJAK

BIAYA ANGKUT

HARGA DASAR SATUAN

202 Plitur Kg 35,583.33 - 35,583.33

203 Plint / list lantai keramik Bh 5,000.00 - 5,000.00

204 Plint marmer 10 x 40 cm Bh 21,800.00 - 21,800.00

205 Plywood 3 mm Lbr 44,375.00 - 44,375.00 15,333.33

206 Plywood 4 mm Lbr 55,000.00 - 55,000.00 61,333.33

207 Plywood 6 mm Lbr 80,000.00 - 80,000.00 92,000.00

208 Plywood 9 mm Lbr 124,583.33 - 124,583.33 184,000.00

209 Plywood 12 mm Lbr 220,000.00 - 220,000.00 230,000.00

210 Plywood 18 mm Lbr 250,000.00 - 250,000.00 276,000.00

211 Porselen 20 x 20 cm Bh 52,000.00 - 52,000.00

212 Polycarbonat M2 825,000.00 - 825,000.00

213 Rangka besi hollow M' 53,500.00 - 53,500.00

214 Rol Cat Tembok Bh 15,875.00 - 15,875.00

215 Rolling door Standart 1 Unit - - -

216 Roster beton 20 x 20 cm Bh 33,000.00 - 33,000.00

217 Roster beton 20 x 30 cm Bh 46,000.00 - 46,000.00

218 Roster kayu bangkirai 20 x 20 cm Bh 36,000.00 - 36,000.00

219 Rumput Hias M2 27,500.00 - 27,500.00

220 Saklar Ganda Bh 19,000.00 - 19,000.00

221 Saklar Tunggal Bh 14,541.67 - 14,541.67

222 Sekering Kas 3 Group + Instalasi Unit 146,800.00 - 146,800.00

223 Semen Abu - Abu / PC ( 50 kg/Zak ) Zak 65,000.00 - 65,000.00

224 Semen Warna Kg 9,833.33 - 9,833.33

225 Semen putih Kg 1,947.92 - 1,947.92

226 Seng gelombang Besar / kecil Lbr 39,125.00 - 39,125.00

228 Seng Plat Lbr 45,833.33 - 45,833.33

229 Septictank ( 3 x 1,5 )+Resapan (1,5 x 1,5 ) Unit - - -

230 Septictank Kayu Unit - - -

231 Sirlak Kg 29,700.00 - 29,700.00

232 Sirtu m3 274,800.00 - 274,800.00

Page 208: Analisa Cika'11

Harga Standar Kab. PPU T.A 2011 Bidang Cipta Karya

Bab XIII.Harga Satuan dan Upah Hal 34

NO URAIAN SAT KETERANGAN

1 2 3 4 = 6+5 5 6 7

HARGA DASAR TANPA PAJAK

BIAYA ANGKUT

HARGA DASAR SATUAN

233 Solar Ltr 6,950.00 - 6,950.00

234 Spritus Ltr 14,800.00 - 14,800.00

Page 209: Analisa Cika'11

Harga Standar Kab. PPU T.A 2011 Bidang Cipta Karya

Bab XIII.Harga Satuan dan Upah Hal 35

NO URAIAN SAT KETERANGAN

1 2 3 4 = 6+5 5 6 7

HARGA DASAR TANPA PAJAK

BIAYA ANGKUT

HARGA DASAR SATUAN

235 Stop Kontak Bh 14,916.67 - 14,916.67

236 Talang Air PVC Maspion M' 16,041.67 - 16,041.67 Perbatang 4 m'

237 Tambah daya Listrik Wt - - -

238 Tanah Urug M3 51,900.00 - 51,900.00

239 Tandon Air 2 x 1200 ltr + Menara + Atap Unit 5,406,900.00 - 5,406,900.00

240 Tandon Air 1 x 1200 ltr + Menara + Atap Unit 3,177,300.00 - 3,177,300.00

241 Tangga Naik Tinggi 1 m Bh 231,000.00 - 231,000.00

242 Tanki Air Viberglass 1200 Ltr Bh 1,235,400.00 - 1,235,400.00

243 Tanki Air Viberglass 2500 Ltr Bh 2,613,000.00 - 2,613,000.00

244 Tanki Air Viberglass 550 Ltr Bh 930,800.00 - 930,800.00

245 Teakwood 3 mm Lbr 99,300.00 - 99,300.00 28,333.33

246 Teakwood 4 mm Lbr 120,200.00 - 120,200.00 113,333.33

247 Teakwood 6 mm Lbr 195,850.00 - 195,850.00 170,000.00

248 Ter / Residu Kg 45,300.00 - 45,300.00

249 Terpentin Ltr 4,750.00 - 4,750.00

250 Tiang Lampu Tunggal 11 m' Bt 2,984,700.00 - 2,984,700.00

251 Tiang Lampu Tunggal 9 m' Bt 1,960,000.00 - 1,960,000.00

252 Tiang Lampu Ganda 11 m' Bt 3,520,000.00 - 3,520,000.00 253 Tiang Lampu ganda 9 m' Bt 2,311,000.00 - 2,311,000.00

254 Tinner A Ltr 22,916.67 - 22,916.67

255 Titik Mata Lampu Ttk 169,400.00 - 169,400.00

256 Trap Depan Papan Tulis Bak Lapis Keramik Bh 275,000.00 - 275,000.00

257 Ukiran jamang pada puncak Bh 440,000.00 - 440,000.00

258 Ukiran jamang pada listplank Bh 495,000.00 - 495,000.00

Page 210: Analisa Cika'11

Harga Standar Kab. PPU T.A 2011 Bidang Cipta Karya

Bab XIII.Harga Satuan dan Upah Hal 36

NO URAIAN SAT KETERANGAN

1 2 3 4 = 6+5 5 6 7

HARGA DASAR TANPA PAJAK

BIAYA ANGKUT

HARGA DASAR SATUAN

259 Urinoir Bh 1,865,500.00 - 1,865,500.00

260 Kloset duduk Ex. Toto Bh 2,400,000.00 2,400,000.00

261 Pasir beton Exs. Palu m3 415,000.00 415,000.00

262 Washtafel + Cermin Bh 495,833.33 - 495,833.33

T. A 2010

Catatan :1. Harga diatas adalah harga disumber material ( disungai, dilokasi penggalian) khusus utk bahan lokal2. Untuk bahan-bahan non lokal harga tersebut adalah harga toko / harga yang berlaku dipasaran3. Harga sudah terrmasuk keuntungan kontraktor dan ongkos angkut4 Harga belum termasuk PPn

Page 211: Analisa Cika'11

TABEL BERAT BESI POLOS HARGA DI TOKO PANJANG

mm Kg/m 6.00 0.222 8.00 0.393 10.00 0.620 Rp 45,000.00 12

12.00 0.887 Rp 75,000.00 12

14.00 1.209 Rp 115,000.00 12

16.00 1.580 20.00 2.465 22.00 3.800 20.00 2.465

TABEL BERAT BESI ULIR Kode No. Kg/m

D 10 0.560 D 12 0.995 D 16 1.560 D 19 2.250 D 22 3.040 D 25 3.980 D 29 5.040 D 32 6.230

Page 212: Analisa Cika'11

BERAT TOTAL HARGA PER KG

7.44 Rp 6,048.39

10.64 Rp 7,046.22

14.51 Rp 7,926.66

Page 213: Analisa Cika'11

DAFTAR ONGKOS ANGKUT MATERIAL

BIDANG : CIPTA KARYATAHUN : September 2008

NO MATERIAL SATJUMLAH

1 Balok Klas I Bangkirai m3 - 5,500,000.00 2 Balok Klas I Ulin m3 - 5,000,000.00 3 Balok Kayu Meranti m3 - 2,200,000.00 4 Batu Gunung m3 - 215,400.00 5 Kayu Klas 2 m3 - 1,230,000.00 6 Kayu galam dia 10 - 12 cm btg - 9,500.00 7 Kerikil Beton / Split ( 2-3 cm ) m3 - 415,000.00 8 Koral m3 - 263,000.00 9 Papan Kayu Bangkirai m3 - 6,000,000.00

10 Papan Kayu Ulin m3 - 5,400,000.00 11 Papan Kayu kelas 2 m3 - 1,750,000.00 12 Papan Kayu Meranti m3 - 2,300,000.00 13 Pasir Beton m3 - 250,000.00 14 Pasir Pasang sungai m3 - 278,750.00 15 Pasir pasang putih m3 - 64,500.00 16 Pasir Urug m3 - 51,900.00 17 Sirtu m3 - 274,800.00 18 Tanah Urug m3 - 51,900.00

JARAK ANGKUT RATA-RATA 46 - 70

ONGKOS ANGKUT