PEMENANG 3

PERINCIAN PENAWARAN

KEGIATAN : PENAMBAHAN RUANG KELAS SEKOLAH

PEKERJAAN : TAMBAH RUANG KELAS SDN 1 SEI RANGIT JAYA

LOKASI : KECAMATAN PANGKALAN LADA KABUPATEN KOTAWARINGIN BARAT

TAHUN ANGGARAN : 2012

NO URAIAN PEKERJAAN ANALISA VOLUME HARGA JUMLAH SATUAN HARGA

( Rp. ) ( Rp. ) 1 2 3 4 5 6

I PEKERJAAN PENDAHULUAN

1 Pek. Papan nama pekerjaan 1.00 Bh - -

JUMLAH I -

II PEKERJAAN TANAH

1 Pek. Galian tanah untuk pondasi 41.03 M3 - -

2 Pek. Urugan Tanah Kembali 16.58 M3 - -

3 Pek. Urugan Tanah Bawah Lantai 50.01 M3 - -

4 Pek. Urugan Pasir Bawah Pondasi 8.29 M3 - -

5 Pek. Urugan Pasir Bawah Lantai 26.06 M3 - -

JUMLAH II -

III PEKERJAAN BETON, PASANGAN & PLESTERAN

1 Pek. Pas. pondasi batu belah camp: 1pc: 4psr 34.96 M3 - -

2 Pek. Pas. dinding 1/2 bata camp 1 pc : 4 psr 225.58 M2 - -

3 Pek. Sloop Beton Bertulang 15/18 Camp. 1 Pc : 3 Psr : 6 Krl 2.73 M3 - -

4 Pek. Kolom Beton Bertulang 15/15 Camp. 1 Pc : 3 Psr : 6 Krl 90.00 M3 - -

5 Pek. Ring Balk Beton Bertulang 10/15 Camp. 1 Pc : 3 Psr : 6 Krl 83.00 M3 - -

6 Pek. Cor Lantai Beton Camp. 1 Pc : 3 Psr : 6 Krl 14.03 M3 - -

7 Pek. Plesteran Dinding Camp. 1 Pc : 4 Psr 451.16 M3 - -

8 Pek. Listban Beton 12.24 M2 - -

9 Pek. Lantai Keramik 30 X 30 Cm 190.12 M2 - -

JUMLAH III -

IV PEKERJAAN KAYU

1 Pek. Kuzen Kayu Ulin 7/15 2.28 M3 - -

2 Pek. Listplank Calsium Board Thickness L. 300 mm tebal 12 mm 81.68 M' - -

3 Pek. Tawing Layar Calsium Board Silicate tebal 4,5 mm 3.68 M2

JUMLAH IV -

V PEKERJAAN LANGIT-LANGIT

1 Pek. Rangka Plafound Hollow Galvanis 2 x 4 cm 200.67 M2 - -

2 Pek. Penutup Plafound Board Gypsum Tebal 9mm 200.67 M2 - - JUMLAH V -

VI PEKERJAAN ATAP

1 Pek. Rangka Atap & Kuda - Kuda Baja Ringan ( Blue Truss) 311.08 M2 - -

2 Pek. Penutup Atap Genteng Metal 311.08 M2 - -

3 Pek. Bubungan Genteng Metal 35.75 M' - -

JUMLAH VI -

VII PEKERJAAN PINTU & JENDELA

1 Pek. Daun Pintu Panil Kayu Klas II 5.04 M2 - -

2 Pek. Daun Jendela Kaca 5mm Rangka Kayu Klas II 15.33 M2 - -

3 Pek. Pas. Kaca Bening 5mm 9.78 M2 - -

4 Pek. Jalusi Kayu Klas II 18.75 M2 - -

JUMLAH VII -

VIII PEKERJAAN PENGECATAN

1 Pek. Cat Dinding 651.83 M2 - -

2 Pek. Cat Kilap Kuzen,& Listplank dll 129.28 M2 - -

JUMLAH VIII -

IX PEKERJAAN INSTALASI LISTRIK

1 Pek. Instalasi Titik Lampu & Stop Kontak 17.00 Ttk - -

2 Pek. Pas. Lampu TL Bulat 18 Watt 14.00 Bh - -

3 MCB 1 x 10A - MC 45 A 1.00 Bh - -

JUMLAH IX -

X PEKERJAAN BESI PENGGANTUNG

1 Pek. Kunci Tanam 3.00 Bh - -

2 Pek. Engsel Pintu 9.00 Bh - -

3 Pek. Engsel Jendela 60.00 Bh - -

4 Pek. Hak Angin 60.00 Bh - -

5 Pek. Tarikan Jendela 30.00 Bh - -

6 Pek. Gerendel Pintu & Jendela 33.00 Bh - -

JUMLAH X -

XI PEKERJAAN LAIN-LAIN

1 Pek. Pas. Rooling Door Bahan Allumunium 13.40 M2 - -

JUMLAH XI -

REKAPITULASI

I PEKERJAAN PENDAHULUAN Rp. -

II PEKERJAAN TANAH Rp. -

III PEKERJAAN BETON, PASANGAN & PLESTERAN Rp. -

IV PEKERJAAN KAYU Rp. -

V PEKERJAAN LANGIT-LANGIT Rp. -

VI PEKERJAAN ATAP Rp. -

VII PEKERJAAN PINTU & JENDELA Rp. -

VIII PEKERJAAN PENGECATAN Rp. -

IX PEKERJAAN INSTALASI LISTRIK Rp. -

X PEKERJAAN BESI PENGGANTUNG Rp. -

XI PEKERJAAN LAIN-LAIN Rp. -

JUMLAH Rp. -

PPn (10%) Rp. -

JUMLAH TOTAL Rp. -

TERBILANG : --- .............................................................................................. ---

Pangkalan Bun,.......................................................2012

Penawar,PT/CV/FA....................................................

NAMA JELASJabatan

PERINCIAN PENAWARAN


PEKERJAAN : TAMBAH RUANG KELAS SDN - 1 SEI RANGIT JAYA


TAHUN ANGGARAN: 2012

NO URAIAN PEKERJAAN ANALISA VOLUME

HARGA JUMLAH

SATUAN HARGA

( Rp. ) ( Rp. )

1 2 3 4 5 6

I PEKERJAAN PENDAHULUAN1 Pek. Papan nama pekerjaan Ls 1.00 Bh 350,000.00 350,000.00

JUMLAH I 350,000.00 II PEKERJAAN TANAH

1 Pek. Galian tanah untuk pondasi SNI 2008:2835.1.6.1 41.03 M3 46,319.32 1,900,277.82 2 Pek. Urugan Tanah Kembali SNI 2008:2835.1.6.9 16.58 M3 15,439.77 255,929.67 3 Pek. Urugan Tanah Bawah Lantai SNI 2008:2835.1.6.11a 50.01 M3 79,727.73 3,986,997.02 4 Pek. Urugan Pasir Bawah Pondasi SNI 2008:2835.1.6.11 8.29 M3 93,527.73 775,157.80 5 Pek. Urugan Pasir Bawah Lantai SNI 2008:2835.1.6.11 26.06 M3 93,527.73 2,436,970.72

JUMLAH II 9,355,333.04 III PEKERJAAN BETON, PASANGAN & PLESTERAN

1 Pek. Pas. pondasi batu belah camp: 1pc: 4psr SNI 2836:2008.2.6.2 34.96 M3 872,456.50 30,505,441.52 2 Pek. Pas. dinding 1/2 bata camp 1 pc : 4 psr SNI 6897:2008.6.9 225.58 M2 90,804.27 20,483,664.16 3 Pek. Sloop Beton Bertulang 15/18 Camp. 1 Pc : 3 Psr : 6 Krl SNI 7394:2008.6.29a 2.73 M3 3,285,439.82 8,965,308.19 4 Pek. Kolom Beton Bertulang 15/15 Camp. 1 Pc : 3 Psr : 6 Krl SNI 7394:2008.6.35 90.00 M' 63,466.64 5,711,997.80 5 Pek. Ring Balk Beton Bertulang 10/15 Camp. 1 Pc : 3 Psr : 6 Krl SNI 7394:2008.6.36 83.00 M' 135,594.66 11,254,356.88 6 Pek. Cor Lantai Beton Camp. 1 Pc : 3 Psr : 6 Krl SNI 7394:2008.3.6.1 14.03 M3 992,214.60 13,920,974.30 7 Pek. Plesteran Dinding Camp. 1 Pc : 4 Psr SNI 2837:2008.6.4 451.16 M2 43,513.62 19,631,639.61 8 Pek. Listban Beton SNI 2837:2008.6.4 12.24 M2 43,513.62 532,737.25 9 Pek. Lantai Keramik 30 X 30 Cm SNI 7395:2008.7.6.35 190.12 M2 142,553.86 27,101,982.83

JUMLAH III 138,108,102.54 IV PEKERJAAN KAYU

1 Pek. Kuzen Kayu Ulin 7/15 SNI 3434:2008.6.1 2.28 M3 7,221,509.81 16,429,404.22 2 Pek. Listplank Calsium Board Thickness L. 300 mm tebal 12 mm Ls 81.68 M' 56,500.00 4,614,920.00 3 Pek. Tawing Layar Calsium Board Silicate tebal 4,5 mm Ls 3.68 M2 56,500.00 207,920.00

JUMLAH IV 21,252,244.22 V PEKERJAAN LANGIT-LANGIT

1 Pek. Rangka Plafound Hollow Galvanis 2 x 4 cm Ls 200.67 M2 105,000.00 21,070,350.00 2 Pek. Penutup Plafound Board Gypsum Tebal 9mm SNI 7395:2008.6.7 200.67 M2 103,972.50 20,864,161.58

JUMLAH V 41,934,511.58 VI PEKERJAAN ATAP

1 Pek. Rangka Atap & Kuda - Kuda Baja Ringan ( Blue Truss) Ls 311.08 M2 229,636.59 71,434,249.69 2 Pek. Penutup Atap Genteng Metal SNI 2002.8.6.32a 311.08 M2 87,156.08 27,112,096.05 3 Pek. Bubungan Genteng Metal SNI 2002.8.6.36 35.75 M' 50,275.05 1,797,333.19

JUMLAH VI 100,343,678.93 VII PEKERJAAN PINTU & JENDELA

1 Pek. Daun Pintu Panil Kayu Klas II SNI 3434:2008.6.5 5.04 M2 414,849.46 2,090,841.29 2 Pek. Daun Jendela Kaca 5mm Rangka Kayu Klas II SNI 3434:2008.6.6. 15.33 M2 321,185.95 4,923,780.62 3 Pek. Pas. Kaca Bening 5mm SNI 2002.6.17 9.78 M2 134,271.17 1,313,172.06 4 Pek. Jalusi Kayu Klas II SNI 3434: 2008.6.10 18.75 M2 397,572.95 7,454,492.89

JUMLAH VII 15,782,286.86 VIII PEKERJAAN PENGECATAN

1 Pek. Cat Dinding SNI 2002.14.6.14.a 651.83 M2 12,334.05 8,039,715.10 2 Pek. Cat Kilap Kuzen,& Listplank dll SNI 2002.14.6.8. a 129.28 M2 26,358.34 3,407,712.02

JUMLAH VIII 11,447,427.12 IX PEKERJAAN INSTALASI LISTRIK

1 Pek. Instalasi Titik Lampu & Stop Kontak Ls 17.00 Ttk 159,090.91 2,704,545.45 2 Pek. Pas. Lampu TL Bulat 18 Watt Ls 14.00 Bh 25,000.00 350,000.00 3 MCB 1 x 10A - MC 45 A Ls 1.00 Bh 85,700.00 85,700.00

JUMLAH IX 3,140,245.45 X PEKERJAAN BESI PENGGANTUNG

1 Pek. Kunci Tanam Ls 3.00 Bh 172,623.96 517,871.88 2 Pek. Engsel Pintu Ls 9.00 Bh 28,770.66 258,935.94 3 Pek. Engsel Jendela Ls 60.00 Bh 16,362.40 981,744.00 4 Pek. Hak Angin Ls 60.00 Bh 3,120.18 187,210.80 5 Pek. Tarikan Jendela Ls 30.00 Bh 3,945.45 118,363.50 6 Pek. Gerendel Pintu & Jendela Ls 33.00 Bh 2,750.00 90,750.00

JUMLAH X 2,154,876.12 XI PEKERJAAN LAIN-LAIN

1 Pek. Pas. Rooling Door Bahan Allumunium SNI 7393:2008.6.10 13.40 M2 498,264.83 6,676,748.69 JUMLAH XI 6,676,748.69

REKAPITULASI

I PEKERJAAN PENDAHULUAN Rp. 350,000.00 II PEKERJAAN TANAH Rp. 9,355,333.04 III PEKERJAAN BETON, PASANGAN & PLESTERAN Rp. 138,108,102.54 IV PEKERJAAN KAYU Rp. 21,252,244.22 V PEKERJAAN LANGIT-LANGIT Rp. 41,934,511.58 VI PEKERJAAN ATAP Rp. 100,343,678.93 VII PEKERJAAN PINTU & JENDELA Rp. 15,782,286.86 VIII PEKERJAAN PENGECATAN Rp. 11,447,427.12 IX PEKERJAAN INSTALASI LISTRIK Rp. 3,140,245.45 X PEKERJAAN BESI PENGGANTUNG Rp. 2,154,876.12 XI PEKERJAAN LAIN-LAIN Rp. 6,676,748.69

JUMLAH Rp. 350,545,454.55 PPn (10%) Rp. 35,054,545.45

JUMLAH TOTAL Rp. 385,600,000.00

TERBILANG :-- TIGA RATUS DELAPAN PULUH LIMA JUTA ENAM RATUS RIBU RUPIAH --

Pangkalan Bun, 04 Agustus 2012

Dibuat :Penawar,

CV. DWI BHAKTI ARMADA

MASMUDDirektur

BACK - UP PERHITUNGAN VOLUME





NO URAIAN PEKERJAANBANYAK PANJANG LEBAR TEBAL

VOLUME TOTAL Buah M' M' M'

1 2 3 4 5 6 7 8

I PEKERJAAN PENDAHULUAN

1 Pek. Papan nama pekerjaan 1.00 1.00 Bh 1.00 Bh

II PEKERJAAN TANAH 1 Pek. Galian tanah untuk pondasi 72.00 0.80 0.50 28.51 M3

31.60 0.80 0.50 12.51 M3 41.03 M3 41.03 M3

2 Pek. Urugan Tanah Kembali 2.00 72.00 0.20 0.40 11.52 M3 2.00 31.60 0.20 0.40 5.06 M3

16.58 M3 16.58 M3

3 Pek. Urugan Tanah Bawah Lantai 3.00 7.85 6.85 0.25 40.25 M3

23.85 1.64 0.25 9.76 M3 50.01 M3 50.01 M3

4 Pek. Urugan Pasir Bawah Pondasi

72.00 0.80 0.10 5.76 M3

31.60 0.80 0.10 2.53 M3

8.29 M3 8.29 M3

5 Pek. Urugan Pasir Bawah Lantai 23.85 1.64 0.13 5.08 M3

3.00 7.85 6.85 0.13 20.97 M3

26.06 M3 26.06 M3

III PEKERJAAN BETON, PASANGAN & PLESTERAN1 Pek. Pas. pondasi batu belah camp: 1pc: 4psr 72.00 0.45 0.75 24.30 M3

31.60 0.45 0.75 10.67 M3

34.96 M3 34.96 M3

2 Pek. Pas. dinding 1/2 bata camp 1 pc : 4 psr - Volume kotor dinding 6.00 8.00 3.75 180.00 M2

4.00 7.00 3.75 105.00 M2 285.00 M2

- Luas bukaan - bukaan* Pintu PG1 = 3 buah 3.00 1.34 1.21 4.86 M2

3.00 0.94 2.69 7.59 M2 * Jendela JG1 = 6 buah 6.00 2.38 1.21 17.28 M2 * Jendela JG2 = 9 buah 6.00 2.38 1.61 22.99 M2 * Rooling Door Allumunium 2.00 3.35 6.70 M2 - Luas keseluruhan bukaan - bukaan 59.42 M2 - Volume bersih dinding 225.58 M2

NO URAIAN PEKERJAAN BANYAK PANJANG LEBAR TEBAL


1 2 3 4 5 6 7 8

3 Pek. Sloop Beton Bertulang 15/18 Camp. 1 Pc : 3 Psr : 6 Krl 6.00 8.00 0.15 0.18 1.25 M3 2.00 1.80 0.15 0.18 0.10 M3 1.00 24.00 0.15 0.18 0.65 M3 4.00 7.00 0.15 0.18 0.73 M3

2.73 M3 2.73 M3

4 Pek. Kolom Beton Bertulang 15/15 Camp. 1 Pc : 3 Psr : 6 Krl 24.00 3.75 90.00 M' 90.00 M'

5 Pek. Ring Balk Beton Bertulang 10/15 Camp. 1 Pc : 3 Psr : 6 Krl 6.00 8.00 48.00 M' 5.00 7.00 35.00 M'

83.00 M' 83.00 M'

6 Pek. Cor Lantai Beton Camp. 1 Pc : 3 Psr : 6 Krl 3.00 7.85 6.85 0.07 11.29 M3

23.85 1.64 0.07 2.74 M3 14.03 M3 14.03 M3

7 Pek. Plesteran Dinding Camp. 1 Pc : 4 Psr 2.00 225.58 451.16 M2 451.16 M2 451.16 M2

8 Pek. Listban Beton 6.00 24.29 0.07 10.20 M2 4.00 7.29 0.07 2.04 M2

12.24 M2 12.24 M2

1.80 16.00 28.80 9 Pek. Lantai Keramik 30 X 30 Cm 3.00 7.85 6.85 161.32 M2

190.12 M2 190.12 M2

IV PEKERJAAN KAYU

1 Pek. Kuzen Kayu Ulin 7/15

* Pintu PG1 = 3 buah 3.00 15.28 0.15 0.07 0.45 M3 * Jendela JG1 = 6 buah 6.00 11.54 0.15 0.07 0.68 M3 * Jendela JG2 = 9 buah 9.00 13.14 0.15 0.07 1.15 M3

2.28 M3 2.28 M3

2 Pek. Listplank Calsium Board Thickness L. 300 mm tebal 12 mm 2.00 26.40 52.80 M' 4.00 2.12 8.48 2.00 10.20 20.40 M'

81.68 M' 81.68 M'

3 Pek. Tawing Layar Calsium Board Silicate tebal 4,5 mm 2.00 1.84 1.00 3.68 M2 3.68 M2 3.68 M2

V PEKERJAAN LANGIT-LANGIT

1 Pek. Rangka Plafound Galvanis 2 x 4 cm 23.85 1.65 39.35 M2

3.00 7.85 6.85 161.32 M2 200.67 M2 200.67 M2

2 Pek. Penutup Plafound Board Gypsum tebal 9 mm 200.67 M2 200.67 M2

VI PEKERJAAN ATAP

1 Pek. Rangka Atap & Kuda - Kuda Baja Ringan ( Blue Truss) 2.00 6.94 3.31 45.94 M2 2.00 20.67 2.12 87.64 M2

23.54 3.31 77.92 M2 23.54 4.23 99.57 M2

311.08 M2 311.08 M2

2 Pek. Penutup Atap Genteng Metal 311.08 M2

311.08 M2 311.08 M2

3 Pek. Bubungan Genteng Metal 35.75 M' 35.75 M' 35.75 M'



1 2 3 4 5 6 7 8

VII PEKERJAAN PINTU & JENDELA

1 Pek. Daun Pintu Panil Kayu Klas II 3.00 2.10 0.80 5.04 M2 5.04 M2 5.04 M2

2 Pek. Daun Jendela Kaca 5mm Rangka Kayu Klas II* Pintu PG1 3.00 0.60 0.50 0.90 M2 * Jendela JG1 12.00 0.65 0.50 3.90 M2 * Jendela JG2 18.00 0.65 0.90 10.53 M2

15.33 M2 15.33 M2

3 Pek. Pas. Kaca Bening 5mm * Pintu PG1 3.00 0.60 0.50 0.90 M2 * Jendela JG1 6.00 0.80 0.50 2.40 M2 * Jendela JG2 9.00 0.80 0.90 6.48 M2

9.78 M2 9.78 M2

4 Pek. Jalusi Kayu Klas II * Pintu PG1 3.00 2.00 0.50 3.00 M2 * Jendela JG1 6.00 2.10 0.50 6.30 M2 * Jendela JG2 9.00 2.10 0.50 9.45 M2

18.75 M2 18.75 M2

VIII PEKERJAAN PENGECATAN

1 Pek. Cat Dinding

* Plafound 200.67 M2 * Dinding 451.16 M2

651.83 M2 651.83 M2

2 Pek. Cat Kilap Kuzen,& Listplank dll

* Kuzen 101.10 M2 * List Plank 24.50 M2 * Tawing Layar 3.68 M2

129.28 M2 129.28 M2



1 2 3 4 5 6 7 8

IX PEKERJAAN INSTALASI LISTRIK

1 Pek. Instalasi Titik Lampu & Stop Kontak 17.00 Ttk 17.00 Ttk

2 Pek. Pas. Lampu TL Bulat 18 Watt 14.00 Bh 14.00 Bh

3 MCB 1 x 10A - MC 45 A 1.00 Bh 1.00 Bh

X PEKERJAAN BESI PENGGANTUNG

1 Pek. Kunci Tanam 3.00 Bh 3.00 Bh

2 Pek. Engsel Pintu 9.00 Bh 9.00 Bh

3 Pek. Engsel Jendela 60.00 Bh 60.00 Bh

4 Pek. Hak Angin 60.00 Bh 60.00 Bh

5 Pek. Tarikan Jendela 30.00 Bh 30.00 Bh

6 Pek. Gerendel Pintu & Jendela 33.00 Bh 33.00 Bh

XI PEKERJAAN LAIN-LAIN

1 Pek. Pas. Rooling Door Bahan Allumunium 2.00 2.00 3.35 13.40 M2 13.40 M2

Dibuat :Konsultan Perencana

CV. RANCANGAN INDAH PALAWA

S U R O T ODirektur

Diperiksa :Kasi Perencana Bidang Cipta Karya

Dinas Pekerjaan UmumKab. Kotawaringin Barat

DANDUNG HARIYANTONIP. 1959 0508 1985 03 1 019

Disetujui :Kabid Cipta Karya


Ir. ALYONONIP. 1961 0624 1995 03 1 001

Disetujui :Kuasa Pengguna Anggaran

Dinas Pendidikan, Pemuda dan Olah RagaKab. Kotawaringin Barat

SUMARDINIP. 19580503 198302 1 004

Mengetahui :Kepala Dinas Pendidikan, Pemuda dan Olah Raga

Kab. Kotawaringin Barat

Drs. H. MUHAMMAD YADIPembina Tingkat I

NIP. 19610420 198903 1009

JADWAL WAKTU PELAKSANAAN

KEGIATAN : PENAMBAHAN RUANG KELAS SEKOLAH PEKERJAAN : TAMBAH RUANG KELAS SDN - 1 SEI RANGIT JAYA LOKASI : KECAMATAN PANGKALAN LADA KABUPATEN KOTAWARINGIN BARAT TAHUN ANGGARAN : 2012

NO. URAIAN PEKERJAAN SATUAN VOLUME JUMLAH HARGA BOBOT

WAKTU PELAKSANAANKETI II III

( Rp ) ( % ) 1 2 3 4 5 6 7 8 9 10 11 12

Masa P

em

elih

ara

an

180 H

ari

Kale

nd

er

I PEKERJAAN PENDAHULUAN1 Pek. Papan nama pekerjaan Bh 1.00 350,000.00 0.100 0.100

II PEKERJAAN TANAH 1 Pek. Galian tanah untuk pondasi M3 41.03 1,900,277.82 0.542 0.542 2 Pek. Urugan Tanah Kembali M3 16.58 255,929.67 0.073 0.073 3 Pek. Urugan Tanah Bawah Lantai M3 50.01 3,986,997.02 1.137 1.137 4 Pek. Urugan Pasir Bawah Pondasi M3 8.29 775,157.80 0.221 0.221 5 Pek. Urugan Pasir Bawah Lantai M3 26.06 2,436,970.72 0.695 0.695

III PEKERJAAN BETON, PASANGAN & PLESTERAN1 Pek. Pas. pondasi batu belah camp: 1pc: 4psr M3 34.96 30,505,441.52 8.702 2.901 2.901 2.901 2 Pek. Pas. dinding 1/2 bata camp 1 pc : 4 psr M2 225.58 20,483,664.16 5.843 1.948 1.948 1.948 3 Pek. Sloop Beton Bertulang 15/18 Camp. 1 Pc : 3 Psr : 6 Krl M3 2.73 8,965,308.19 2.558 1.279 1.279 4 Pek. Kolom Beton Bertulang 15/15 Camp. 1 Pc : 3 Psr : 6 Krl M' 90.00 5,711,997.80 1.629 0.543 0.543 0.543 5 Pek. Ring Balk Beton Bertulang 10/15 Camp. 1 Pc : 3 Psr : 6 Krl M' 83.00 11,254,356.88 3.211 1.605 1.605 6 Pek. Cor Lantai Beton Camp. 1 Pc : 3 Psr : 6 Krl M3 14.03 13,920,974.30 3.971 3.971 7 Pek. Plesteran Dinding Camp. 1 Pc : 4 Psr M2 451.16 19,631,639.61 5.600 2.800 2.800 8 Pek. Listban Beton M2 12.24 532,737.25 0.152 0.152 9 Pek. Lantai Keramik 30 X 30 Cm M2 190.12 27,101,982.83 7.731 7.731

IV PEKERJAAN KAYU1 Pek. Kuzen Kayu Ulin 7/15 M3 2.28 16,429,404.22 4.687 2.343 2.343 2 Pek. Listplank Calsium Board Thickness L. 300 mm tebal 12 mm M' 81.68 4,614,920.00 1.316 1.316 3 Pek. Tawing Layar Calsium Board Silicate tebal 4,5 mm M2 3.68 207,920.00 0.059 0.059

V PEKERJAAN LANGIT-LANGIT1 Pek. Rangka Plafound Hollow Galvanis 2 x 4 cm M2 200.67 21,070,350.00 6.011 6.011 2 Pek. Penutup Plafound Board Gypsum Tebal 9mm M2 200.67 20,864,161.58 5.952 5.952

VI PEKERJAAN ATAP1 Pek. Rangka Atap & Kuda - Kuda Baja Ringan ( Blue Truss) M2 311.08 71,434,249.69 20.378 6.793 6.793 6.793 2 Pek. Penutup Atap Genteng Metal M2 311.08 27,112,096.05 7.734 7.734 3 Pek. Bubungan Genteng Metal M' 35.75 1,797,333.19 0.513 0.513

VII PEKERJAAN PINTU & JENDELA1 Pek. Daun Pintu Panil Kayu Klas II M2 5.04 2,090,841.29 0.596 0.596 2 Pek. Daun Jendela Kaca 5mm Rangka Kayu Klas II M2 15.33 4,923,780.62 1.405 1.405 3 Pek. Pas. Kaca Bening 5mm M2 9.78 1,313,172.06 0.375 0.375 4 Pek. Jalusi Kayu Klas II M2 18.75 7,454,492.89 2.127 2.127

VIII PEKERJAAN PENGECATAN1 Pek. Cat Dinding M2 651.83 8,039,715.10 2.293 2.293 2 Pek. Cat Kilap Kuzen,& Listplank dll M2 129.28 3,407,712.02 0.972 0.972

IX PEKERJAAN INSTALASI LISTRIK1 Pek. Instalasi Titik Lampu & Stop Kontak Ttk 17.00 2,704,545.45 0.772 0.772 2 Pek. Pas. Lampu TL Bulat 18 Watt Bh 14.00 350,000.00 0.100 0.100 3 MCB 1 x 10A - MC 45 A Bh 1.00 85,700.00 0.024 0.024

X PEKERJAAN BESI PENGGANTUNG1 Pek. Kunci Tanam Bh 3.00 517,871.88 0.148 0.148 2 Pek. Engsel Pintu Bh 9.00 258,935.94 0.074 0.074 3 Pek. Engsel Jendela Bh 60.00 981,744.00 0.280 0.280 4 Pek. Hak Angin Bh 60.00 187,210.80 0.053 0.053 5 Pek. Tarikan Jendela Bh 30.00 118,363.50 0.034 0.034 6 Pek. Gerendel Pintu & Jendela Bh 33.00 90,750.00 0.026 0.026

XI PEKERJAAN LAIN-LAIN1 Pek. Pas. Rooling Door Bahan Allumunium M2 13.40 6,676,748.69 1.905 1.905

JUMLAH 350,545,454.55 100.000 JUMLAH + PPN 10 % 385,600,000.00 RENCANA KEMAJUAN PEKERJAAN 0.64 5.03 4.18 4.18 4.83 6.44 10.89 10.76 15.04 14.69 17.53 5.78 KOMULA\TIF RENCANA KEMAJUAN PEKERJAAN 0.64 5.67 9.85 14.03 18.86 25.30 36.19 46.96 61.99 76.68 94.22 100.00

Pangkalan Bun, 04 Agustus 2012Dibuat :Penawar,


MASMUDDirektur

ANALISA HARGA SATUAN

KEGIATAN : PENAMBAHAN RUANG KELAS SEKOLAHPEKERJAAN : TAMBAH RUANG KELAS SDN - 1 SEI RANGIT JAYA

KECAMATAN : KECAMATAN PANGKALAN LADA KABUPATEN KOTAWARINGIN BARAT


SNI 2008:2835.1.6.1Menggali 1m³ tanah biasa sedalam 1 meter

kebutuhan Satuan Indeks harga satuan jumlah

bahan/upah (Rp)

tenaga kerjaPekerja oh 0.750 59,181.82 44,386.36

Mandor oh 0.025 77,318.18 1,932.95

jumlah harga persatuan pekerjaan 46,319.32

SNI 2008:2835.1.6.9Mengurug kembali 1m³ galian

mengurug kembali 1m³ galian dihitung dari 1/3 kali indeks pekerjaan galian

SNI 2008:2835.1.6.11Mengurug 1m³ pasir urug


bahan/upah (Rp)

bahan pasir urug m³ 1.200 62,500.00 75,000.00


Mandor oh 0.010 77,318.18 773.18


SNI 2008:2835.1.6.11aMengurug 1m³ Tanah urug


bahan/upah (Rp)

bahan Tanah Urug m³ 1.200 51,000.00 61,200.00


Mandor oh 0.010 77,318.18 773.18


SNI 2836:2008.2.6.2Memasang 1m³ pondasi batu belah, campuran 1 PC : 4 PP


bahan/upah (Rp)

Bahan

Batu belah 15cm/20cm m³ 1.200 330,000.00 396,000.00

PC kg 163.000 1,638.00 266,994.00

PP m³ 0.520 107,500.00 55,900.00

tenaga kerja

Pekerja oh 1.500 59,181.82 88,772.73

Tukang Batu oh 0.750 70,954.55 53,215.91

Kepala Tukang oh 0.075 77,000.00 5,775.00

Mandor oh 0.075 77,318.18 5,798.86


SNI 6897:2008.6.9Memasang 1m² dinding bata merah ukuran (5 x 11 x 22) cm tebal ½ bata,

campuran spesi 1 PC : 4 PP


bahan/upah (Rp)

Bahan

Bata merah buah 70.000 579.50 40,565.00

Portland Cement kg 11.500 1,638.00 18,837.00

Pasir Pasang m³ 0.043 107,500.00 4,622.50

tenaga kerja

Pekerja oh 0.300 59,181.82 17,754.55

Tukang Batu oh 0.100 70,954.55 7,095.45

Kepala Tukang oh 0.010 77,000.00 770.00

Mandor oh 0.015 77,318.18 1,159.77


SNI 3434:2008.6.1 Membuat dan Memasang 1m³ Kusen pintu dan kusen jendela, kayu kelas I


bahan/upah (Rp)

Bahan

Balok kayu m³ 1.100 4,603,305.78 5,063,636.36

Paku 10 cm kg 1.250 17,362.40 21,703.00

Lem kayu kg 1.000 43,090.91 43,090.91

tenaga kerja

Pekerja oh 7.000 59,181.82 414,272.73

Tukang kayu oh 21.000 70,954.55 1,490,045.45

Kepala Tukang oh 2.100 77,000.00 161,700.00

Mandor oh 0.350 77,318.18 27,061.36

jumlah harga persatuan pekerjaan 7,221,509.81

SNI 3434:2008.6.5 Membuat dan Memasang 1m² daun pintu panel, kayu kelas II


bahan/upah (Rp)

BahanPapan kayu m³ 0.040 2,877,066.12 115,082.64

Lem kayu kg 0.500 43,090.91 21,545.45

tenaga kerja

Pekerja oh 1.000 59,181.82 59,181.82

Tukang kayu oh 3.000 70,954.55 212,863.64

Kepala Tukang oh 0.030 77,000.00 2,310.00

Mandor oh 0.050 77,318.18 3,865.91


SNI 3434:2008.6.6. Membuat dan Memasang 1m² Pintu dan jendela kaca, kayu kelas II


bahan/upah (Rp)

BahanPapan kayu m³ 0.024 2,877,066.12 69,049.59

Lem kayu kg 0.300 43,090.91 12,927.27

tenaga kerja

Pekerja oh 0.800 59,181.82 47,345.45

Tukang kayu oh 2.400 70,954.55 170,290.91

Kepala Tukang oh 0.240 77,000.00 18,480.00

Mandor oh 0.040 77,318.18 3,092.73


SNI 3434:2008.6.19 Memasang 1m² rangka langit-langit ( 60 x 120 ) cm, kayu kelas II atau III


bahan/upah (Rp)

Bahankaso-kaso ( 5 x 7 ) c m³ 0.0154 2,877,066.12 44,306.82

paku 7 cm - 10 cm kg 0.200 13,909.92 2,781.98

tenaga kerja

Pekerja oh 0.150 59,181.82 8,877.27

Tukang kayu oh 0.300 70,954.55 21,286.36

Kepala Tukang oh 0.030 77,000.00 2,310.00

Mandor oh 0.075 77,318.18 5,798.86


SNI 2002.8.6.32a Memasang 1 m2 atap genteng metal

Kebutuhan Satuan IndeksJumlah

( Rp. )

BahanGenteng metal m2 1.0200 61,523.18 62,753.64

Paku atap metal kg 0.2000 23,116.53 4,623.31

Tenaga Kerja

Pekerja oh 0.2000 59,181.82 11,836.36

Tukang kayu oh 0.1000 70,954.55 7,095.45

kepala tukang oh 0.0100 77,000.00 770.00

Mandor oh 0.0010 77,318.18 77.32

Jumlah harga per satuan pekerjaan 87,156.08

SNI 2002.8.6.36 1 M' Pasang nok genteng metal / Bubungan


( Rp. )

Bahanbh 1.1000 19,564.05 21,520.46

Paku genteng metal kg 0.0500 23,116.53 1,155.83

Tenaga Kerja

Pekerja oh 0.2500 59,181.82 14,795.45

Tukang kayu oh 0.1500 70,954.55 10,643.18

kepala tukang oh 0.0150 77,000.00 1,155.00

Mandor oh 0.0130 77,318.18 1,005.14


Harga Satuan Bahan/ Upah

( Rp. )


Bubungan genteng metal

SNI 3434: 2008.6.101 M2 Pasang Jalusi mati kusen kayu kelas II


( Rp. )

BahanPapan kayu kelas II m3 0.0600 2,877,066.10 172,623.97

Paku 1/2" - 1" kg 0.1500 13,909.92 2,086.49

Tenaga Kerja

Pekerja oh 0.6700 59,181.82 39,651.82

Tukang kayu oh 2.0000 70,954.55 141,909.09

kepala tukang oh 0.2000 77,000.00 15,400.00

Mandor oh 0.3350 77,318.18 25,901.59


SNI 2002.6.17 Memasang 1m² Pasang Kaca,tebal 5mm


bahan/upah (Rp)

Bahan M2 Kaca 5mm m³ 1.1000 110,479.34 121,527.27

tenaga kerja

Pekerja oh 0.015 59,181.82 887.73

Tukang kayu oh 0.150 70,954.55 10,643.18

Kepala Tukang oh 0.015 77,000.00 1,155.00

Mandor oh 0.001 77,318.18 57.99



SNI 2837:2008.6.4Membuat 1m² Plesteran 1 PC : 4 PP, tebal 15mm


bahan/upah (Rp)

BahanPortland Cemen kg 6.240 1,638.00 10,221.12

Pasir Pasang m³ 0.024 107,500.00 2,580.00

tenaga kerja

Pekerja oh 0.300 59,181.82 17,754.55

Tukang Batu oh 0.150 70,954.55 10,643.18

Kepala Tukang oh 0.015 77,000.00 1,155.00

Mandor oh 0.015 77,318.18 1,159.77


SNI 7394:2008.3.6.1Membuat 1m³ beton mutu f'c = 7.4 Mpa (K 100), slump (12 ± 2) cm, w/c = 0.87

catatan : bobot isi pasir = 1.400 kg/m³, bobot isi kerikil = 1.350 kg/m³, bukling factor pasir = 20 %


bahan/upah (Rp)

Bahan


Pasir Beton kg 869 76.79 66,726.79

Kerikil (max 30mm) kg 999 383.33 382,950.00

Air liter 215 56.82 12,215.91

tenaga kerja

Pekerja oh 1.650 59,181.82 97,650.00

Tukang Batu oh 0.275 70,954.55 19,512.50

Kepala Tukang oh 0.028 77,000.00 2,156.00

Mandor oh 0.083 77,318.18 6,417.41


SNI 7394:2008.3.6.2Membuat 1m³ beton mutu f'c = 9.8 Mpa (K 125), slump (12 ± 2) cm, w/c = 0.78

catatan : bobot isi pasir = 1.400 kg/m³, bobot isi kerikil = 1.350 kg/m³, bukling factor pasir = 20 %


bahan/upah (Rp)

Bahan


Pasir Beton kg 828 76.79 63,578.57

Kerikil (max 30mm) kg 1,012 383.33 387,933.33

Air liter 215 56.82 12,215.91

tenaga kerja

Pekerja oh 1.650 59,181.82 97,650.00

Tukang Batu oh 0.275 70,954.55 19,512.50

Kepala Tukang oh 0.028 77,000.00 2,156.00

Mandor oh 0.083 77,318.18 6,417.41

jumlah harga persatuan pekerjaan ###

SNI 7394:2008.6.29aMembuat 1 m³ sloof beton bertulang ( 100 kg besi + bekisting )


bahan/upah (Rp)

Bahan

kayu kelas III m³ 0.270 ### 475,804.71

paku 5 - 12 cm kg 2.000 13,909.92 27,819.84

besi beton polos kg 105.000 10,335.00 1,085,175.00

kawat beton kg 3.000 19,460.00 58,380.00

portland cement kg 336.000 1,638.00 550,368.00

pasir beton m³ 0.540 107,500.00 58,050.00

kerikil m³ 0.810 517,500.00 419,175.00

tenaga kerja

Pekerja oh 5.650 59,181.82 334,377.27

tukang batu oh 0.275 70,954.55 19,512.50

Tukang kayu oh 1.560 70,954.55 110,689.09

tukang besi oh 1.400 70,954.55 99,336.36

Kepala Tukang oh 0.323 77,000.00 24,871.00

Mandor oh 0.283 77,318.18 21,881.05


SNI 7394:2008.6.35 Membuat 1 m' kolom praktis beton bertulang


bahan/upah (Rp)

Bahan

kayu kelas III m³ 0.002 ### 3,524.48

paku 5 - 12 cm kg 0.010 13,909.92 139.10

besi beton polos kg 3.000 10,335.00 31,005.00

kawat beton kg 0.045 19,460.00 875.70


pasir beton m³ 0.006 107,500.00 645.00

kerikil m³ 0.009 517,500.00 4,657.50

tenaga kerja

Pekerja oh 0.180 59,181.82 10,652.73

tukang batu oh 0.020 70,954.55 1,419.09

Tukang kayu oh 0.020 70,954.55 1,419.09

tukang besi oh 0.020 70,954.55 1,419.09

Kepala Tukang oh 0.006 77,000.00 462.00

Mandor oh 0.009 77,318.18 695.86


SNI 7394:2008.6.36 Membuat 1 m' ring balok beton bertulang ( 10 x 15 ) cm


bahan/upah (Rp)

Bahan

kayu kelas III m³ 0.030 ### 52,867.19

paku 5 - 12 cm kg 0.020 13,909.92 278.20

besi beton polos kg 3.600 10,335.00 37,206.00

kawat beton kg 0.050 19,460.00 973.00


pasir beton m³ 0.009 107,500.00 967.50

kerikil m³ 0.015 517,500.00 7,762.50

tenaga kerja

Pekerja oh 0.297 59,181.82 17,577.00

tukang batu oh 0.033 70,954.55 2,341.50

Tukang kayu oh 0.033 70,954.55 2,341.50

tukang besi oh 0.033 70,954.55 2,341.50

Kepala Tukang oh 0.010 77,000.00 770.00

Mandor oh 0.015 77,318.18 1,159.77


SNI 7395:2008.7.6.35Memasang 1m² lantai Keramik Ukuran ( 30 x 30 ) cm


bahan/upah (Rp)

Bahan

Ubin keramik buah 11.870 4,184.82 49,673.86


Pasir Pasang m³ 0.045 107,500.00 4,837.50

tenaga kerja

Pekerja oh 0.700 59,181.82 41,427.27

Tukang Batu oh 0.350 70,954.55 24,834.09

Kepala Tukang oh 0.035 77,000.00 2,695.00

Mandor oh 0.035 77,318.18 2,706.14


SNI 7395:2008.6.7Memasang 1m² Langit-Langit Gypsum Board Ukuran (60 x 120 x 9) mm


bahan/upah (Rp)

BahanGypsum Board Lembar 0.364 80,000.00 29,120.00

Paku Skrup kg 0.110 29,000.00 3,190.00

tenaga kerja

Pekerja oh 0.700 59,181.82 41,427.27

Tukang Batu oh 0.350 70,954.55 24,834.09

Kepala Tukang oh 0.035 77,000.00 2,695.00

Mandor oh 0.035 77,318.18 2,706.14


SNI 7393:2008.6.10Memasang 1m² Rolling Door Allumunium


bahan/upah (Rp)

Bahan Rolling Door Alumunium M2 1.000 350,517.10 350,517.10

tenaga kerja

Pekerja oh 1.000 59,181.82 59,181.82

Tukang Khusus Allumun oh 1.000 77,000.00 77,000.00

Kepala Tukang oh 0.100 77,000.00 7,700.00

Mandor oh 0.050 77,318.18 3,865.91


SNI 2002.14.6.8. a1 M2. Pengecatan bidang kayu baru ( 1 lapis plamir,1 lapis cat dasar,2 lapis cat penutup )


( Rp. )

Bahan

Plamir kayu / dempul kayu kg 0.1500 -

Cat meni kg 0.2000 25,418.18 5,083.64

Cat dasar kg 0.1700 19,088.64 3,245.07

Cat penutup 2 kali kg 0.2600 48,434.71 12,593.02

Tenaga Kerja

Pekerja oh 0.0700 59,181.82 4,142.73

Tukang cat oh 0.0090 70,954.55 638.59

kepala tukang oh 0.0060 77,000.00 462.00

Mandor oh 0.0025 77,318.18 193.30


SNI 2002.14.6.14.a1 M2 Pengecatan tembok baru ( 1 lapis plamir, 1 lapis cat dasar,2 lapis cat penutup )


( Rp. )

Bahan

Plamir tembok kg 0.1000 -

Cat dasar kg 0.1000 16,671.90 1,667.19


Tenaga Kerja

Pekerja oh 0.0200 59,181.82 1,183.64

Tukang cat oh 0.0630 70,954.55 4,470.14

kepala tukang oh 0.0063 77,000.00 485.10

Mandor oh 0.0025 77,318.18 193.30


Satuan Bahan/ Upah

Satuan Bahan/ Upah

SNI 2002.14.6.8 1 M2. Pengecatan bidang kayu baru ( 1 lapis plamir,1 lapis cat dasar,2 lapis cat penutup )


( Rp. )

Bahan

Plamir kayu / dempul kayu kg 0.1500 -

Cat meni kg 0.2000 25,418.18 5,083.64

Cat dasar kg 0.1700 19,088.64 3,245.07


Tenaga Kerja

Pekerja oh 0.0700 59,181.82 4,142.73

Tukang cat oh 0.0090 70,954.55 638.59

kepala tukang oh 0.0060 77,000.00 462.00

Mandor oh 0.0025 77,318.18 193.30


SNI 2002.14.6.14 1 M2 Pengecatan tembok baru ( 1 lapis plamir, 1 lapis cat dasar,2 lapis cat penutup )


( Rp. )

Bahan

Plamir tembok kg 0.1000 -

Cat dasar kg 0.1000 16,671.90 1,667.19


Tenaga Kerja

Pekerja oh 0.0200 59,181.82 1,183.64

Tukang cat oh 0.0630 70,954.55 4,470.14

kepala tukang oh 0.0063 77,000.00 485.10

Mandor oh 0.0025 77,318.18 193.30


Pangkalan Bun,............................. 2012

Satuan Bahan/ Upah

Satuan Bahan/ Upah

Dibuat :Konsultan Perencana

CV. RANCANGAN INDAH PALAWA

S U R O T ODirektur

Diperiksa :Kasi Perencana Bidang Cipta Karya


DANDUNG HARIYANTONIP. 1959 0508 1985 03 1 019

Disetujui :Kabid Cipta Karya


Ir. ALYONONIP. 1961 0624 1995 03 1 001

Disetujui :Kuasa Pengguna Anggaran

Dinas Pendidikan, Pemuda dan Olah RagaKab. Kotawaringin Barat

SUMARDINIP. 19580503 198302 1 004




NIP. 19610420 198903 1009




NIP. 19610420 198903 1009

DAFTAR HARGA SATUAN UPAH DAN BAHAN

KEGIATAN : PENAMBAHAN RUANG KELAS




No KETERANGAN SATUAN HARGA ( Rp)

A. BAHAN 1 Balok kayu klas II M3 2,877,066.12 2 Batu bata Buah 579.50 3 Batu belah M3 330,000.00 4 Batu pecah 1 - 2 cm M3 547,500.00 5 Batu pecah 2 - 3 cm M3 517,500.00

#Batu pecah 2 - 3 cm /kg Kg 383.33 6 Pasir pasang untuk beton M3 107,500.00

# Pasir pasang untuk beton / kg Kg 76.79 7 Pasir urug timbunan M3 62,500.00 8 Tanah Urug biasa M3 51,000.00 9 Tanah Urug subur M3 53,550.00

10 Besi baja tulangan beton 8 mm Kg 10,335.00 11 Besi baja tulangan beton 12 mm Kg 10,665.00 12 Cat danabrite 5 kg Kg 88,154.55 13 Cat plamir tembok Kg 11,608.26 14 Cat kayu dasar Kg 19,088.64 15 Cat kayu mengkilap avian Kg 48,434.71 16 Cat meni Kg 25,418.18 17 Cat tembok avitex Kg 16,671.90 18 Kawat beton Kg 19,460.00 19 Kayu bulat M' 3,534.09 20 Kayu bulat Batang 14,136.36 21 Kayu ulin 2 x 20 cm M3 5,408,884.30 22 Balok kayu ulin klas A M3 4,603,305.78 23 Kayu untuk perancah/bekisting (kayu lokal) M3 1,762,239.67 24 Lem kayu fok expres Buah 43,090.91 25 MCB 1 x 10A - MC 45 A Buah 85,700.00 26 Minyak bekisting Liter 53,694.00 27 Minyak cat Liter 21,738.00 28 Minyak tanah untuk rumah tangga Liter 3,762.00 29 Paku atap metal , sejenisnya Kg 23,116.53 30 Paku kayu Kg 13,909.92 31 Paku plywood / teakwood Kg 25,318.18 32 Dempul Kayu Klng 63,918.18 33 Paku ulin Kg 17,362.40 34 Papan kayu klas II M3 2,877,066.10 35 Plitur Liter 38,272.73 36 Plywood 3 mm Lembar 57,541.32 37 Semen PC ( 50 kg / zak ) Zak 81,900.00

# Semen PC ( 50 kg / zak ) kg 1,638.00 38 Semen putih (isi 40 kg/zak) Zak 89,000.00 39 Semen warna kg 13,809.92 40 Solar untuk non industri Liter 11,675.88 41 Titik lampu + instalasi beton Titik 159,090.91 42 Lis profil kayu lanan M' 11,727.27 43 Atap sakura roof uk. 80 x 77 cm Merpati Lembar 37,977.27

# Atap Sakuara roof /m2 M2 61,523.18 44 Engsel jendela DPJ 3" Buah 16,362.40 45 Engsel pintu DPJ 5" Buah 28,770.66 46 Grendel lokal 2" biasa Buah 2,750.00 47 Hak angin kecil kuningan Buah 3,120.18 48 Kunci pintu tanam kuningan Buah 172,623.96 49 Tarikan jendela Buah 3,945.45 50 Kaca bening ukuran 5 mm M2 110,479.34 51 Keramik 30 x 30 putih polos M2 46,033.06

# Keramik 30 x 30 / Buah Buah 4,184.82 52 Rangka Hollow Galvanis 2 x 4 cm M2 105,000.00 53 Calcium Board silicate Thickness lebar 300 mm dengan tebal 12 m M' 56,500.00 54 Calsium Board silicate Tebal 4,5 mm M2 56,500.00 55 Rooling Door Bahan Allumunium M2 350,517.10 56 Lampu TL bulat 18 watt Buah 25,000.00 57 Air Liter 56.82 58 Kuda - Kuda Baja Ringan ( Blue Truss) M2 229,636.59 59 Gypsum Board tebal 9 mm Lembar 80,000.00 60 Paku Skrup Kg 29,000.00 61 Bubungan Genteng Metal M' 19,564.05

No KETERANGAN SATUAN HARGA ( Rp)

B. UPAH1 Mandor Org / hr 77,318.18 2 Kepala tukang batu Org / hr 77,000.00 3 Tukang batu Org / hr 70,954.55 4 Kepala tukang kayu Org / hr 77,000.00 5 Tukang kayu Org / hr 70,954.55 6 Kepala tukang besi Org / hr 77,000.00 7 Tukang besi Org / hr 70,954.55 8 Kepala tukang cat Org / hr 77,000.00 9 Tukang cat Org / hr 70,954.55

10 Pembantu tukang / pekerja Org / hr 59,181.82

Pangkalan Bun, 04 Agustus 2012

Dibuat :Penawar,


MASMUDDirektur

DAFTAR HARGA SATUAN UPAH DAN BAHAN TERTINGGI DI WILAYAH KABUPATEN KOTAWARINGIN BARATTAHUN ANGGARAN 2011 SEMESTER I

NO URAIAN SATUANHARGA TERTINGGI DI KECAMATAN

ARUT SELATAN KUMAI ARUT UTARA

1 2 3 4 5 6 7 8 9

A BAHAN PENUTUP ATAP1 Asbes gelombang lbr 34,415 34,915 35,915 37,915 44,915 55,915 2 Atap multi roof uk. 77 x 100 cm pakai pasir lbr 114,600 114,933 115,600 116,933 121,600 128,933 3 Atap sakura roof uk. 80 x 77 cm Merpati lbr 31,210 31,543 32,210 33,543 38,210 45,543 4 Atap surya roof uk. 77 x 80 cm pakai pasir lbr 77,400 77,733 78,400 79,733 84,400 91,733 5 Atap Tora-tora uk. 80 x 80 cm lbr 64,504 64,837 65,504 66,837 71,504 78,837 6 Bubungan atap asbes psg 25,190 25,440 25,940 26,940 30,440 35,940 7 Bubungan genteng multi roof pakai pasir buah 30,150 30,400 30,900 31,900 35,400 40,900 8 Bubungan genteng sakura elang buah 17,750 18,000 18,500 19,500 23,000 28,500 9 Bubungan genteng surya roof pakai pasir buah 30,150 30,400 30,900 31,900 35,400 40,900

10 Genteng beton buah 20,850 21,100 21,600 22,600 26,100 31,600 11 Karpus asbes biji 23,330 23,580 24,080 25,080 28,580 34,080 12 Karpus genteng beton biji 13,782 14,032 14,532 15,532 19,032 24,532 13 Seng gelombang BJLS 30 lbr 42,040 42,440 43,240 44,840 50,440 59,240 14 Seng plastik gelombang lbr 24,680 25,080 25,880 27,480 33,080 41,880 15 Seng plat lbr 65,104 65,504 66,304 67,904 73,504 82,304 16 Seng plat BJLS (lebar 30 cm) m' 12,900 13,300 14,100 15,700 21,300 30,100 17 Seng plat BJLS 27 lbr 17,240 17,640 18,440 20,040 25,640 34,440 18 Seng plat BJLS 30 lbr 17,240 17,640 18,440 20,040 25,640 34,440 19 Seng talang 45 cm m' 19,100 19,500 20,300 21,900 27,500 36,300 20 Talang PVC 1/2 lingkaran btg 44,340 45,340 47,340 51,340 65,340 87,340 21 Talang PVC siku-siku btg 52,400 53,400 55,400 59,400 73,400 95,400 22 Talang seng patahan BJLS 27 m 22,640 23,640 25,640 29,640 43,640 65,640

PANGKALAN LADA

PANGKALAN BANTENG

KOTAWARINGIN LAMA



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PANGKALAN LADA

PANGKALAN BANTENG

KOTAWARINGIN LAMA

B BAHAN BESI / BAJA1 Baja tulangan beton kg 15,293 15,318 15,368 15,468 15,818 16,368 2 Baut baja kg 33,705 33,730 33,780 33,880 34,230 34,780 3 Besi beton polos 10 mm Btg 53,338 53,363 53,413 53,513 53,863 54,413 4 Besi beton polos 12 mm Btg 87,025 87,050 87,100 87,200 87,550 88,100 5 Besi beton polos 16 mm Btg 158,325 158,350 158,400 158,500 158,850 159,400 6 Besi beton polos 6 mm Btg 22,752 22,777 22,827 22,927 23,277 23,827 7 Besi beton polos 8 mm Btg 37,425 37,450 37,500 37,600 37,950 38,500 8 Besi beugel/ baut (kuda-kuda) kg 25,025 25,050 25,100 25,200 25,550 26,100 9 Besi Ulir Kg 15,601 15,626 15,676 15,776 16,126 16,676

10 Engsel jendela DPJ 3" buah 10,540 10,540 10,540 10,540 10,540 10,540 11 Engsel pintu DPJ 5" buah 17,050 17,050 17,050 17,050 17,050 17,050 12 Grendel lokal 2" biasa buah 2,170 2,170 2,170 2,170 2,170 2,170 13 Gunting taman besar Bh 52,700 52,700 52,700 52,700 52,700 52,700 14 Gunting taman kecil Bh 21,700 21,700 21,700 21,700 21,700 21,700 15 Hak angin besar kuningan 8" buah 7,750 7,750 7,750 7,750 7,750 7,750 16 Hak angin kecil kuningan buah 3,100 3,100 3,100 3,100 3,100 3,100 17 Kawat beton kg 15,105 15,130 15,180 15,280 15,630 16,180 18 Kawat duri tinggi 1 m rol 218,200 234,867 268,200 334,867 568,200 934,867 19 Kawat galvanis (kawat bronjong) kg 83,305 83,330 83,380 83,480 83,830 84,380 20 Kawat harmonika tinggi 1.5 m m' 577,325 577,492 577,825 578,492 580,825 584,492 21 Kawat nyamuk/ kasa besi m2 18,600 18,600 18,600 18,600 18,600 18,600 22 Kawat nyamuk/ kasa plastik m2 15,810 15,810 15,810 15,810 15,810 15,810 23 Kran leding biasa buah 12,813 12,813 12,813 12,813 12,813 12,813 24 Kunci gembok buah 20,770 20,770 20,770 20,770 20,770 20,770 25 Kunci pintu tanam biasa buah 43,400 43,400 43,400 43,400 43,400 43,400 26 Kunci pintu tanam kuningan buah 192,200 192,200 192,200 192,200 192,200 192,200 27 Nako ( kerangka & daun ) 12 daun set 117,120 117,320 117,720 118,520 121,320 125,720 28 Nako ( kerangka & daun ) 8 daun set 78,680 78,880 79,280 80,080 82,880 87,280 29 Pacul/ cangkul cap buaya buah 38,233 38,233 38,233 38,233 38,233 38,233 30 Pagar BRC Jadi 1 m' m 517,720 519,720 523,720 531,720 559,720 603,720



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PANGKALAN LADA

PANGKALAN BANTENG

KOTAWARINGIN LAMA

31 Paku asbes kg 22,700 22,725 22,775 22,875 23,225 23,775 32 Paku atap metal, sejenisnya kg 23,372 23,397 23,447 23,547 23,897 24,447 33 Paku kait biji 1,240 1,240 1,240 1,240 1,240 1,240 34 Paku kayu kg 13,452 13,477 13,527 13,627 13,977 14,527 35 Paku plywood / teakwood kg 20,892 20,917 20,967 21,067 21,417 21,967 36 Paku seng 1 3/4" kg 22,080 22,105 22,155 22,255 22,605 23,155 37 Paku sirap kg 21,925 21,950 22,000 22,100 22,450 23,000 38 Paku ulin kg 17,585 17,610 17,660 17,760 18,110 18,660 39 Pintu aluminium uk. 70 x 170 cm buah 130,000 130,667 132,000 134,667 144,000 158,667 40 Pipa profil c dia 1 " m 26,320 26,420 26,620 27,020 28,420 30,620 41 Pompa air merk Dragon buah 415,300 415,633 416,300 417,633 422,300 429,633 42 Tarikan jendela Bh 4,340 4,340 4,340 4,340 4,340 4,340 43 Pipa Sandaran m' 182,079 182,129 182,229 182,429 183,129 184,229 44 Perletakan elastomer buah 2,195,833 2,195,833 2,195,833 2,195,833 2,195,833 2,195,833 45 Stell Plat Girder+Rangka Baja kg 32,550 32,550 32,550 32,550 32,550 32,550 46 Tiang Pancang pipa Baja 400 mm m' 2,066,667 2,066,667 2,066,667 2,066,667 2,066,667 2,066,667 47 Tiang Pancang pipa Baja 500 mm m' 2,195,833 2,195,833 2,195,833 2,195,833 2,195,833 2,195,833

C BAHAN SANITASI / AIR BERSIH1 Bak air fiber 1.100 Lt buah 1,217,000 1,242,000 1,292,000 1,392,000 1,742,000 2,292,000 2 Bak air fiber 1.200 Lt buah 1,232,500 1,257,500 1,307,500 1,407,500 1,757,500 2,307,500 3 Bak air fiber 550 Lt buah 969,000 994,000 1,044,000 1,144,000 1,494,000 2,044,000 4 Bak air fiber 650 Lt buah 876,000 901,000 951,000 1,051,000 1,401,000 1,951,000 5 Bak cuci piring aluminium 1 lobang (viega) buah 233,983 234,033 234,133 234,333 235,033 236,133 6 Bak cuci piring aluminium 2 lobang (viega) buah 413,783 413,833 413,933 414,133 414,833 415,933 7 Bak cuci piring teraso buah 231,240 231,307 231,440 231,707 232,640 234,107 8 Bak cuci tangan / wastapel komposit buah 248,600 248,667 248,800 249,067 250,000 251,467 9 Bak mandi fiber 40 x 40 cm buah 200,650 200,900 201,400 202,400 205,900 211,400

10 Bak mandi fiber 50 x 50 cm buah 151,050 151,300 151,800 152,800 156,300 161,800 11 Bak mandi fiber 60 x 60 cm buah 220,800 221,050 221,550 222,550 226,050 231,550 12 Bak mandi fiber 70 x 70 cm buah 394,917 395,167 395,667 396,667 400,167 405,667



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PANGKALAN LADA

PANGKALAN BANTENG

KOTAWARINGIN LAMA

13 Floor drain buah 6,200 6,200 6,200 6,200 6,200 6,200 14 Kloset duduk keramik INA buah 1,218,000 1,219,000 1,221,000 1,225,000 1,239,000 1,261,000 15 Kloset jongkok keramik buah 114,550 115,050 116,050 118,050 125,050 136,050 16 PIPA GIP DIA. 1 1/2" M 34,550 34,600 34,700 34,900 35,600 36,700 17 PIPA GIP DIA. 1" M 31,450 31,500 31,600 31,800 32,500 33,600 18 PIPA GIP DIA. 2" M 43,850 43,900 44,000 44,200 44,900 46,000 19 Pipa PVC dia. 1" btg 23,474 23,510 23,583 23,728 24,238 25,038 20 Pipa PVC dia. 1/2" btg 16,077 16,095 16,132 16,204 16,459 16,859 21 Pipa PVC dia. 2" AW btg 45,501 45,574 45,719 46,010 47,028 48,628 22 Pipa PVC dia. 3" AW btg 76,953 77,053 77,253 77,653 79,053 81,253 23 Pipa PVC dia. 3/4" btg 19,670 19,697 19,751 19,859 20,237 20,832 24 Pipa PVC dia. 4" btg 75,686 75,829 76,114 76,686 78,686 81,829 25 Pipa PVC dia. 4" AW btg 128,386 128,529 128,814 129,386 131,386 134,529 26 Pipa PVC dia. 4" D btg 81,886 82,029 82,314 82,886 84,886 88,029 27 Pompa air jet pump buah 1,584,000 1,584,333 1,585,000 1,586,333 1,591,000 1,598,333 28 Pompa listrik 125 w buah 412,200 412,533 413,200 414,533 419,200 426,533 29 Pompa listrik 200 w buah 545,500 545,833 546,500 547,833 552,500 559,833 30 Pompa listrik 400 w buah 1,491,000 1,491,333 1,492,000 1,493,333 1,498,000 1,505,333 31 Sower unit 133,200 133,533 134,200 135,533 140,200 147,533 32 Urinoir buah 554,233 554,733 555,733 557,733 564,733 575,733 33 Wastafel buah 376,500 377,000 378,000 380,000 387,000 398,000

D BAHAN CAT / POLITUR / TEER1 Alat-alat bantu set 93,000 93,000 93,000 93,000 93,000 93,000 2 Ampelas kw 1 lbr 4,133 4,133 4,133 4,133 4,133 4,133 3 Cat jembatan kg 43,625 43,650 43,700 43,800 44,150 44,700 4 Cat kayu dasar kg 20,685 20,710 20,760 20,860 21,210 21,760 5 Cat kayu mengkilap avian kg 45,485 45,510 45,560 45,660 46,010 46,560 6 Cat marka jalan kg 43,625 43,650 43,700 43,800 44,150 44,700 7 Cat menie kg 38,975 39,000 39,050 39,150 39,500 40,050 8 Cat merk Glotek kg 40,525 40,550 40,600 40,700 41,050 41,600



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PANGKALAN LADA

PANGKALAN BANTENG

KOTAWARINGIN LAMA

9 Cat tembok avitex a 25 kg Klg 412,525 412,550 412,600 412,700 413,050 413,600 10 Cat tembok Danabride a 5 kg Klg 96,945 96,970 97,020 97,120 97,470 98,020 11 Cat tembok Vinilex a 5 kg Klg 21,305 21,330 21,380 21,480 21,830 22,380 12 Cat tembok virgo a 20 kg Klg 7,045 7,070 7,120 7,220 7,570 8,120 13 Dempul kayu Klg 70,285 70,310 70,360 70,460 70,810 71,360 14 Milamin lbr 74,625 74,650 74,700 74,800 75,150 75,700 15 Minyak cat ltr 23,475 23,500 23,550 23,650 24,000 24,550 16 Plamur tembok kg 32,775 32,800 32,850 32,950 33,300 33,850 17 Plitur ltr 42,075 42,100 42,150 42,250 42,600 43,150 18 Residu / teer Ltr 28,745 28,770 28,820 28,920 29,270 29,820 19 Tinner ltr 35,358 35,383 35,433 35,533 35,883 36,433 20 Blass bit kg 46,725 46,750 46,800 46,900 47,250 47,800

E BAHAN KACA1 Glass block 20 x 20 cm btg 25,670 25,870 26,270 27,070 29,870 34,270 2 Kaca bening ukuran 3 mm m2 100,053 100,424 101,164 102,646 107,831 115,979 3 Kaca bening ukuran 5 mm m2 122,373 122,744 123,484 124,966 130,151 138,299 4 Kaca buram ukuran 3 mm m2 127,333 127,704 128,444 129,926 135,111 143,259 5 Kaca buram ukuran 5 mm m2 164,533 164,904 165,644 167,126 172,311 180,459 6 Kaca rayben ukuran 3 mm m2 111,213 111,584 112,324 113,806 118,991 127,139 7 Kaca rayben ukuran 5 mm m2 127,333 127,704 128,444 129,926 135,111 143,259 8 Kaca cermin 5 mm m2 145,933 146,304 147,044 148,526 153,711 161,859 9 Kaca cermin 3 mm m2 124,853 125,224 125,964 127,446 132,631 140,779

10 Kaca Buram 5 mm m2 127,333 127,704 128,444 129,926 135,111 143,259 11 Kaca buram motif 5 mm m2 158,333 158,704 159,444 160,926 166,111 174,259

F BAHAN PASANGAN1 Batu Alam m2 49,400 50,067 51,400 54,067 63,400 78,067 2 Keramik 10 x 20 cm lacopa m2 72,100 74,600 79,600 89,600 124,600 179,600 3 Keramik 20 X 20 cm diamond/ putih polos m2 73,960 76,460 81,460 91,460 126,460 181,460 4 Keramik 30 x 30 motif m2 78,507 81,007 86,007 96,007 131,007 186,007



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PANGKALAN LADA

PANGKALAN BANTENG

KOTAWARINGIN LAMA

5 Keramik 30 x 30 putih polos m2 61,560 64,060 69,060 79,060 114,060 169,060 6 Keramik 40 x 40 m2 71,687 74,187 79,187 89,187 124,187 179,187 7 Marmer m2 344,900 347,400 352,400 362,400 397,400 452,400 8 Mozaik 30 x 30 m2 70,240 72,740 77,740 87,740 122,740 177,740 9 Plywood 3 mm lbr 48,880 49,213 49,880 51,213 55,880 63,213

10 Semen PC ( isi 50 kg / zak ) zak 76,970 78,220 80,720 85,720 103,220 130,720 11 Semen putih ( isi 40 kg / zak ) kg 97,875 97,900 97,950 98,050 98,400 98,950 12 Semen warna Kg 10,145 10,170 10,220 10,320 10,670 11,220 13 Teakwood pintu uk. 122 x 244 Lbr 114,600 114,933 115,600 116,933 121,600 128,933

G BAHAN ALAT-ALAT LISTRIK1 Kabel listrik NGA rol 272,800 272,800 272,800 272,800 272,800 272,800 2 Kabel listrik NYA 1.5 Q sigma rol 186,000 186,000 186,000 186,000 186,000 186,000 3 Kabel NYA 1.5 focus rol 229,400 229,400 229,400 229,400 229,400 229,400 4 Kabel NYA 2.5 focus rol 434,000 434,000 434,000 434,000 434,000 434,000 5 Lampu mercury ML 250 watt Phillips buah 105,400 105,400 105,400 105,400 105,400 105,400 6 Lampu mercury phillips 160 watt buah 74,400 74,400 74,400 74,400 74,400 74,400 7 Lampu pijar philips 100 watt buah 7,440 7,440 7,440 7,440 7,440 7,440 8 Lampu TL bambu phillips 20 watt titik - - - - - - 9 Lampu TL bambu phillips 40 watt titik - - - - - -

H BAHAN KAYU BALOK/PAPAN1 Balok kayu lanan/sejenisnya m3 2,147,000 2,172,000 2,222,000 2,322,000 2,672,000 3,222,000 2 Balok kayu ulin klas A m3 3,325,000 3,350,000 3,400,000 3,500,000 3,850,000 4,400,000 3 Balok kayu ulin klas B m3 3,015,000 3,040,000 3,090,000 3,190,000 3,540,000 4,090,000 4 Kayu bakar m3 6,200 6,200 6,200 6,200 6,200 6,200 5 Kayu bulat (4 m) BATANG 14,925 15,550 16,800 19,300 28,050 41,800 6 Kayu ulin 10 x 10 cm m3 4,565,000 4,590,000 4,640,000 4,740,000 5,090,000 5,640,000 7 Kayu ulin 15 x 15 cm m3 4,441,000 4,466,000 4,516,000 4,616,000 4,966,000 5,516,000 8 Kayu ulin 20 x 20 cm m3 4,441,000 4,466,000 4,516,000 4,616,000 4,966,000 5,516,000 9 Kayu ulin 5 x 10 cm m3 4,565,000 4,590,000 4,640,000 4,740,000 5,090,000 5,640,000



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PANGKALAN LADA

PANGKALAN BANTENG

KOTAWARINGIN LAMA

10 Kayu ulin 5 x 20 cm m3 4,565,000 4,590,000 4,640,000 4,740,000 5,090,000 5,640,000 11 Kayu ulin 2 x 20 cm m3 6,037,500 6,062,500 6,112,500 6,212,500 6,562,500 7,112,500 12 Kayu ulin. 25 x 25 cm m3 4,441,000 4,466,000 4,516,000 4,616,000 4,966,000 5,516,000 13 Kayu untuk perancah/bekisting m3 1,341,000 1,366,000 1,416,000 1,516,000 1,866,000 2,416,000 14 Lis profil kayu lanan m' 12,850 12,900 13,000 13,200 13,900 15,000 15 Lis profil kayu ulin m' 25,250 25,300 25,400 25,600 26,300 27,400 16 Moulding papan lap-lapan lanan keping 24,680 25,080 25,880 27,480 33,080 41,880 17 Moulding papan lap-lapan ramin keping 17,240 17,640 18,440 20,040 25,640 34,440 18 Papan bekisting/bouwplank m3 1,403,000 1,428,000 1,478,000 1,578,000 1,928,000 2,478,000 19 Papan lanan/sejenisnya m3 2,519,000 2,544,000 2,594,000 2,694,000 3,044,000 3,594,000 20 Papan ulin 2 x 20 cm m3 6,037,500 6,062,500 6,112,500 6,212,500 6,562,500 7,112,500 21 Papan ulin 3 x 20 cm m3 5,391,667 5,416,667 5,466,667 5,566,667 5,916,667 6,466,667

I BAHAN BATU/PASIR/TANAH1 Agregat Kasar M3 456,500 906,500 506,500 606,500 506,500 681,500.00

2 Agregat Halus M3 456,500 906,500 506,500 606,500 506,500 681,500.00

3 Aspal bitumen Drum 1,612,400 1,612,444 1,612,533 1,612,711 1,613,333 1,612,577.78

4 Batu belah m3 224,000 674,000 274,000 374,000 274,000 449,000.00

5 Batu gunung/quarry m3 224,000 674,000 274,000 374,000 274,000 449,000.00

6 Batu kali m3 224,000 674,000 274,000 374,000 274,000 449,000.00

7 Batu kerikil sungai ayak tanpa pasir m3 - - - - - 0.00

8 Batu pecah 0.5 - 1 cm m3 447,200 897,200 497,200 597,200 497,200 672,200.00

9 Batu pecah 10-15/10-12 cm m3 255,000 705,000 305,000 405,000 305,000 480,000.00

10 Batu pecah 1-2 cm m3 447,200 897,200 497,200 597,200 497,200 672,200.00

11 Batu pecah 2-3 cm m3 442,550 892,550 492,550 592,550 492,550 667,550.00

12 Batu pecah 3-5 cm m3 441,000 891,000 491,000 591,000 491,000 666,000.00

13 Batu pecah 5-7 cm m3 436,867 886,867 486,867 586,867 486,867 661,866.67

14 Batu pecah 7-10 cm m3 410,000 860,000 460,000 560,000 460,000 635,000.00

15 Laterit m3 162,000 612,000 212,000 312,000 212,000 112,000 16 Pasir ayak untuk beton m3 65,500.00 87,400.00 165,500 165,500.00 65,500 65,500 17 Pasir urug/timbunan m3 62,400.00 65,500.00 162,400 162,400.00 62,400 62,400



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PANGKALAN LADA

PANGKALAN BANTENG

KOTAWARINGIN LAMA

18 Tanah urug biasa m3 65,500.00 65,500.00 65,500 65,500.00 65,500 65,500 19 Tanah urug subur m3 74,800.00 74,800.00 74,800 74,800.00 74,800 74,800 20 Tanah Bahan Timbunan Pilihan m3 65,500.00 65,500 65,500 65,500.00 65,500 65,500

J BAHAN CETAKAN1 Bataco buah 2,760 2,860 3,060 3,460 4,860 5,560 2 Batu bata buah 949 989 1,069 1,229 1,789 2,069 3 Beton kerawang/roster 20 X 20 buah 7,100 7,200 7,400 7,800 9,200 9,900 4 Beton kerawang/roster 40 X 40 buah 13,525 13,650 13,900 14,400 16,150 17,025 5 Buis beton diameter 0,2 m buah 131,800 136,800 146,800 166,800 236,800 271,800 6 Buis beton diameter 0,6 m buah 170,600 180,600 200,600 240,600 380,600 450,600 7 Buis beton diameter 0,9 m buah 230,300 242,800 267,800 317,800 492,800 580,300 8 Buis beton diameter 0.8 m buah 217,900 230,400 255,400 305,400 480,400 567,900 9 Buis beton diameter 1 m buah 286,100 298,600 323,600 373,600 548,600 636,100

10 Paving stone buah 1,848 1,888 1,968 2,128 2,688 2,968 11 Pot bunga semen Dia 50 cm buah 176,800 186,800 206,800 246,800 386,800 456,800 12 Tiang teras buah 367,400 372,400 382,400 402,400 472,400 507,400 13 Bata Semen (10x20) buah 1,814 1,864 1,964 2,164 2,864 3,214

K BAHAN PABRIK (SNI)1 Dop PVC dia. 315mm Buah 1,205,291 1,205,791 1,206,791 1,208,791 1,215,791 1,226,791 2 Dop PVC dia. 200mm Buah 339,796 340,296 341,296 343,296 350,296 361,296 3 Dop PVC dia. 160mm Buah 128,438 128,938 129,938 131,938 138,938 149,938 4 Dop PVC dia. 110mm Buah 61,044 61,544 62,544 64,544 71,544 82,544 5 Dop PVC dia. 63mm Buah 25,679 26,179 27,179 29,179 36,179 47,179 6 Dop PVC dia. 50mm Buah 12,572 13,072 14,072 16,072 23,072 34,072 7 Elbow All Socket 90° dia 315 mm Buah 2,774,139 2,774,639 2,775,639 2,777,639 2,784,639 2,795,639 8 Elbow All Socket 90° dia 160 mm Buah 640,260 640,760 641,760 643,760 650,760 661,760 9 Elbow All Socket 90° dia 110 mm Buah 320,502 321,002 322,002 324,002 331,002 342,002

10 Elbow All Socket 90° dia 90 mm Buah 234,260 234,760 235,760 237,760 244,760 255,760 11 Elbow All Socket 90° dia 63 mm Buah 152,209 152,709 153,709 155,709 162,709 173,709



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PANGKALAN BANTENG

KOTAWARINGIN LAMA

12 Elbow All Socket 90° dia 50 mm Buah - - - - - - 13 Elbow Steel dia 315 mm Buah 1,115,540 1,116,040 1,117,040 1,119,040 1,126,040 1,137,040 14 Elbow Steel dia 160 mm Buah 308,300 308,800 309,800 311,800 318,800 329,800 15 Elbow Steel dia 110 mm Buah 221,500 222,000 223,000 225,000 232,000 243,000 16 Elbow Steel dia 90 mm Buah 77,660 78,160 79,160 81,160 88,160 99,160 17 Elbow Steel dia 63 mm Buah 48,768 49,268 50,268 52,268 59,268 70,268 18 Elbow Steel dia 50 mm Buah - - - - - - 19 Flange Socket PVC SNI dia.315mm Buah 6,311,351 6,311,851 6,312,851 6,314,851 6,321,851 6,332,851 20 Flange Socket PVC SNI dia.160mm Buah 873,269 873,769 874,769 876,769 883,769 894,769 21 Flange Socket PVC SNI dia.110mm Buah 495,862 496,362 497,362 499,362 506,362 517,362 22 Flange Socket PVC SNI dia.90mm Buah 367,789 368,289 369,289 371,289 378,289 389,289 23 Flange Socket PVC SNI dia.63mm Buah 285,131 285,631 286,631 288,631 295,631 306,631 24 Flange Socket PVC SNI dia.50mm Buah - - - - - - 25 Flange Steel dia.315mm Buah 2,769,446 2,769,946 2,770,946 2,772,946 2,779,946 2,790,946 26 Flange Steel dia.160mm Buah 696,612 697,112 698,112 700,112 707,112 718,112 27 Flange Steel dia.110mm Buah 387,238 387,738 388,738 390,738 397,738 408,738 28 Flange Steel dia.90mm Buah 276,364 276,864 277,864 279,864 286,864 297,864 29 Flange Steel dia.63mm Buah 208,027 208,527 209,527 211,527 218,527 229,527 30 Flange Steel dia.50mm Buah - - - - - - 31 Gate Valve dia.315mm Buah 13,143,540 13,144,040 13,145,040 13,147,040 13,154,040 13,165,040 32 Gate Valve dia.160mm Buah 3,712,100 3,712,600 3,713,600 3,715,600 3,722,600 3,733,600 33 Gate Valve dia.110mm Buah 2,079,330 2,079,830 2,080,830 2,082,830 2,089,830 2,100,830 34 Gate Valve dia.90mm Buah 1,532,800 1,533,300 1,534,300 1,536,300 1,543,300 1,554,300 35 Gate Valve dia.63mm Buah 860,100 860,600 861,600 863,600 870,600 881,600 36 Gate Valve dia.50mm Buah 785,700 786,200 787,200 789,200 796,200 807,200 37 Pipa PVC SNI dia.315 mm Meter 812,594 813,200 814,412 816,836 825,321 838,654 38 Pipa PVC SNI dia.160 mm Meter 201,648 201,806 202,121 202,751 204,955 208,420 39 Pipa PVC SNI dia.110 mm Meter 96,210 96,284 96,432 96,728 97,765 99,395 40 Pipa PVC SNI dia.90 mm Meter 65,956 66,006 66,106 66,306 67,006 68,106 41 Pipa PVC SNI dia.63 mm Meter 33,141 33,165 33,214 33,312 33,653 34,190 42 Pipa PVC SNI dia.50 mm Meter 20,412 20,428 20,459 20,520 20,736 21,074



1 2 3 4 5 6 7 8 9

PANGKALAN LADA

PANGKALAN BANTENG

KOTAWARINGIN LAMA

43 Pipa PVC AW dia.100 mm btg 210,874 210,965 211,147 211,511 212,783 214,783 44 Pipa PVC AW dia.75 mm btg 128,678 128,729 128,831 129,037 129,754 130,883 45 Pipa PVC AW dia.50 mm btg 64,998 65,021 65,068 65,160 65,484 65,994 46 Pipa GI dia 315 mm btg 6,695,255 6,695,861 6,697,073 6,699,497 6,707,982 6,721,315 47 Pipa GI dia 110 mm btg 1,098,067 1,098,141 1,098,289 1,098,585 1,099,622 1,101,252 48 Pipa GI dia 160 mm btg 2,016,417 2,016,575 2,016,890 2,017,520 2,019,724 2,023,189 49 Pipa GI dia 90 mm btg 777,496 777,546 777,646 777,846 778,546 779,646 50 Pipa GI dia 63 mm btg 676,020 676,044 676,093 676,190 676,532 677,068 51 Pipa GI dia 50 mm btg 506,058 506,074 506,105 506,166 506,382 506,720 52 Male Tread 1/2 " Meter 11,550 11,800 12,300 13,300 16,800 22,300 53 Water Meter dia 1/2 " Meter 266,866 267,116 267,616 268,616 272,116 277,616 54 Box Water Meter Meter 38,830 39,080 39,580 40,580 44,080 49,580 55 Atap Kran 1/2 " Buah 16,400 16,500 16,700 17,100 18,500 20,700 56 Doble neple 1/2 " Buah 10,820 10,920 11,120 11,520 12,920 15,120 57 Elbow GI 1/2 " Buah 8,960 9,060 9,260 9,660 11,060 13,260 58 Knee GI 1/2 " Buah 8,960 9,060 9,260 9,660 11,060 13,260 59 Stop Kran 1/2 " Buah 53,600 53,700 53,900 54,300 55,700 57,900 60 Seal type Buah 1,240 1,240 1,240 1,240 1,240 1,240 61 Pipa GI dia 1/2 " Buah 223,374 223,380 223,391 223,413 223,491 223,613 62 Pipa PE 1/2 " Meter 8,164 8,231 8,364 8,631 9,564 11,031 63 Klem Sadle dia 2 x 1/2" Buah 53,530 54,030 55,030 57,030 64,030 75,030 64 Klem Sadle dia 3 x 1/2" Buah 83,463 83,963 84,963 86,963 93,963 104,963 65 Klem Sadle dia 4 x 1/2" Buah 92,763 93,263 94,263 96,263 103,263 114,263 66 TEE All Socket PVC SNI dia 355x110 mm Buah 9,304,500 9,305,000 9,306,000 9,308,000 9,315,000 9,326,000 67 TEE All Socket PVC SNI dia 160x160 mm Buah 686,302 686,802 687,802 689,802 696,802 707,802 68 TEE All Socket PVC SNI dia 160x110 mm Buah 589,383 589,883 590,883 592,883 599,883 610,883 69 TEE All Socket PVC SNI dia 160x90 mm Buah 638,958 639,458 640,458 642,458 649,458 660,458 70 TEE All Socket PVC SNI dia 160x63 mm Buah 489,018 489,518 490,518 492,518 499,518 510,518 71 TEE All Socket PVC SNI dia 110x110 mm Buah 440,162 440,662 441,662 443,662 450,662 461,662 72 TEE All Socket PVC SNI dia 110x90 mm Buah 317,966 318,466 319,466 321,466 328,466 339,466 73 TEE All Socket PVC SNI dia 110x63 mm Buah 280,574 281,074 282,074 284,074 291,074 302,074



1 2 3 4 5 6 7 8 9

PANGKALAN LADA

PANGKALAN BANTENG

KOTAWARINGIN LAMA

74 TEE All Socket PVC SNI dia 90x90 mm Buah 209,980 210,480 211,480 213,480 220,480 231,480 75 TEE All Socket PVC SNI dia 90x63 mm Buah 182,130 182,630 183,630 185,630 192,630 203,630 76 TEE All Socket PVC SNI dia 90x50 mm Buah 280,350 280,850 281,850 283,850 290,850 301,850 77 TEE All Socket PVC SNI dia 63x63 mm Buah 163,654 164,154 165,154 167,154 174,154 185,154 78 TEE All Socket PVC SNI dia 63x50 mm Buah 160,281 160,781 161,781 163,781 170,781 181,781 79 Reducer All Socket PVC SNI dia 200x110 mm Buah 1,526,092 1,526,592 1,527,592 1,529,592 1,536,592 1,547,592 80 Reducer All Socket PVC SNI dia 200x90 mm Buah 1,570,484 1,570,984 1,571,984 1,573,984 1,580,984 1,591,984 81 Reducer All Socket PVC SNI dia 110x90 mm Buah 223,571 224,071 225,071 227,071 234,071 245,071 82 Reducer All Socket PVC SNI dia 90x63 mm Buah 140,850 141,350 142,350 144,350 151,350 162,350 83 Reducer All Socket PVC SNI dia 63x50 mm Buah 27,204 27,704 28,704 30,704 37,704 48,704 84 Reducer All Socket PVC SNI dia 160x110 mm Buah 405,020 405,520 406,520 408,520 415,520 426,520 85 Reducer All Socket PVC SNI dia 160x50 mm Buah 352,768 352,768 352,768 352,768 352,768 352,768 86 Dreaser Join dia. 355 mm Buah 2,170,000 2,170,000 2,170,000 2,170,000 2,170,000 2,170,000 87 Dreaser Join dia. 160 mm Buah 1,550,000 1,550,000 1,550,000 1,550,000 1,550,000 1,550,000 88 Dreaser Join dia. 110 mm Buah 1,178,000 1,178,000 1,178,000 1,178,000 1,178,000 1,178,000 89 Dreaser Join dia. 90 mm Buah 558,000 558,000 558,000 558,000 558,000 558,000 90 Dreaser Join dia. 63 mm Buah 465,000 465,000 465,000 465,000 465,000 465,000 91 Dreaser Join dia. 50 mm Buah - - - - - -

L BAHAN TAMAN/BUNGA/POHON1 Angsana 515,517 516,767 519,267 524,267 541,767 569,267 2 Arut (tanaman khas Daerah) 636,785 637,410 638,660 641,160 649,910 663,660 3 Asam Kranji 122,850 124,100 126,600 131,600 149,100 176,600 4 Belimbiung 132,770 134,020 136,520 141,520 159,020 186,520 5 Bintaro 348,530 349,780 352,280 357,280 374,780 402,280 6 Biola Cantik 239,410 240,660 243,160 248,160 265,660 293,160 7 Bunga Kupu-kupu 535,770 537,020 539,520 544,520 562,020 589,520 8 Bunga Lampion 135,250 136,500 139,000 144,000 161,500 189,000 9 Bunga Sapu Tangan 217,090 218,340 220,840 225,840 243,340 270,840

10 Bungur 122,850 124,100 126,600 131,600 149,100 176,600 11 Cempaka 167,490 168,740 171,240 176,240 193,740 221,240



1 2 3 4 5 6 7 8 9

PANGKALAN LADA

PANGKALAN BANTENG

KOTAWARINGIN LAMA

12 Dadap Belang 328,690 329,940 332,440 337,440 354,940 382,440 13 Damar 244,370 245,620 248,120 253,120 270,620 298,120 14 Flamboyan Kuning/orange 122,850 124,100 126,600 131,600 149,100 176,600 15 Galiggem 110,450 111,700 114,200 119,200 136,700 164,200 16 Jambu Batu 236,930 238,180 240,680 245,680 263,180 290,680 17 Jambu Boll 170,545 171,170 172,420 174,920 183,670 197,420 18 Jambu Kancing 253,600 255,600 259,600 267,600 295,600 339,600 19 Jambu Mawar 257,320 259,320 263,320 271,320 299,320 343,320 20 Kaliandra 142,000 144,000 148,000 156,000 184,000 228,000 21 Kedondong 525,160 527,160 531,160 539,160 567,160 611,160 22 Kemang 138,280 140,280 144,280 152,280 180,280 224,280 23 Kembang Merak 132,080 134,080 138,080 146,080 174,080 218,080 24 Kenanga 94,880 96,880 100,880 108,880 136,880 180,880 25 Kersen 352,800 354,800 358,800 366,800 394,800 438,800 26 Ketapang 185,400 187,400 191,400 199,400 227,400 271,400 27 Kisabun 134,560 136,560 140,560 148,560 176,560 220,560 28 Lengkeng 168,040 170,040 174,040 182,040 210,040 254,040 29 Mangga 186,640 188,640 192,640 200,640 228,640 272,640 30 Melinjo 465,640 467,640 471,640 479,640 507,640 551,640 31 Nangka 144,480 146,480 150,480 158,480 186,480 230,480 32 Pala 418,520 420,520 424,520 432,520 460,520 504,520 33 Palm ekor tupai tinggi 3 m 443,320 445,320 449,320 457,320 485,320 529,320 34 Rumput Paitan 33,004 35,004 39,004 47,004 75,004 119,004 35 Salam 406,120 408,120 412,120 420,120 448,120 492,120 36 Sawo Kecik 394,960 396,960 400,960 408,960 436,960 480,960 37 Sawo/cempedak 284,600 286,600 290,600 298,600 326,600 370,600 38 Tanjung 124,144 126,144 130,144 138,144 166,144 210,144 39 Yang Liu 168,040 170,040 174,040 182,040 210,040 254,040



1 2 3 4 5 6 7 8 9

PANGKALAN LADA

PANGKALAN BANTENG

KOTAWARINGIN LAMA

N ACCESSORIES TAMAN1 RTM Batu Kuning 10x10 isi 100 bj M 2 148,600 149,267 150,600 153,267 162,600 177,267 2 RTM Batu Kuning 8x20 isi 62,5 biji M 2 154,800 155,467 156,800 159,467 168,800 183,467 3 RTM Batu Kuning 10x20 isi 50 bj M 2 154,800 155,467 156,800 159,467 168,800 183,467 4 RTM Batu Kuning 15x15 isi 45 bj M 2 173,400 174,067 175,400 178,067 187,400 202,067 5 RTM Batu Kuning 15x30 isi 23 bj M 2 179,600 180,267 181,600 184,267 193,600 208,267 6 RTM Batu Kuning 20x20 isi 25 bj M 2 179,600 180,267 181,600 184,267 193,600 208,267 7 RTM Batu Kuning 20x30 isi 17 bj M 2 185,800 186,467 187,800 190,467 199,800 214,467 8 RTM Batu Kuning 20x40 isi 12,5 bj M 2 198,200 198,867 200,200 202,867 212,200 226,867 9 RTA Batu Kuning 10x10 isi 100 bj M 2 154,800 155,467 156,800 159,467 168,800 183,467

10 RTA Batu Kuning 7x15 isi 95 bj M 2 161,000 161,667 163,000 165,667 175,000 189,667 11 RTA Batu Kuning 5x20 isi 100 bj M 2 161,000 161,667 163,000 165,667 175,000 189,667 12 RTA Batu Kuning 8x20 isi 62,5 bj M 2 167,200 167,867 169,200 171,867 181,200 195,867 13 RTA Batu Kuning 10x20 isi 50 bj M 2 167,200 167,867 169,200 171,867 181,200 195,867 14 RTA Batu Kuning 15x30 isi 23 bj M 2 185,800 186,467 187,800 190,467 199,800 214,467 15 RTA Batu Kuning 20x20 isi 25 bj M 2 179,600 180,267 181,600 184,267 193,600 208,267 16 RTA Batu Kuning 20x30 isi 17 bj M 2 204,400 205,067 206,400 209,067 218,400 233,067 17 RTA Batu hijau 10x10 isi 100 bj M 2 154,800 155,467 156,800 159,467 168,800 183,467 18 RTA Batu hijau 8x20 isi 62,5 bj M 2 161,000 161,667 163,000 165,667 175,000 189,667 19 RTA Batu hijau 10x20 isi 50 bj M 2 161,000 161,667 163,000 165,667 175,000 189,667 20 RTA Batu hijau 15x15 isi 45 bj M 2 173,400 174,067 175,400 178,067 187,400 202,067 21 RTM Batu Hitam candi 10x20 isi 50 bj M 2 216,800 217,467 218,800 221,467 230,800 245,467 22 RTM Batu Hitam candi 15x30 isi 23 bj M 2 229,200 229,867 231,200 233,867 243,200 257,867 23 Relief (lukisan) 60x80 tebal 5 cm Biji 650,800 651,467 652,800 655,467 664,800 679,467 24 Relief (lukisan) 100x100 tebal 5 cm Biji 1,084,800 1,085,467 1,086,800 1,089,467 1,098,800 1,113,467 25 Ornamen 10x10 Biji 68,000 68,667 70,000 72,667 82,000 96,667 26 Ornamen 15x15 Biji 80,400 81,067 82,400 85,067 94,400 109,067 27 Ornamen 20x20 Biji 92,800 93,467 94,800 97,467 106,800 121,467 28 Ornamen 30x30 Biji 105,200 105,867 107,200 109,867 119,200 133,867 29 Ornamen 40x40 Biji 123,800 124,467 125,800 128,467 137,800 152,467 30 Loster 15x15 Biji 92,800 93,467 94,800 97,467 106,800 121,467 31 Loster 20x20 Biji 105,200 105,867 107,200 109,867 119,200 133,867 32 Loster 30x30 Biji 111,400 112,067 113,400 116,067 125,400 140,067 33 Loster 40x40 Biji 142,400 143,067 144,400 147,067 156,400 171,067 34 Batu alam andesit 3x30/3x25 isi 112 bj M 3 216,800 217,467 218,800 221,467 230,800 245,467 35 Batu alam andesit 1/2 10x20 isi 50 bj M 3 260,200 260,867 262,200 264,867 274,200 288,867 36 Batu alam andesit 10x20 isi 50 bj M 3 278,800 279,467 280,800 283,467 292,800 307,467 37 Bambu Batang 24,600 25,267 26,600 29,267 38,600 53,267 38 Pot Bunga dia 50 cm Buah 179,600 180,267 181,600 184,267 193,600 208,267

DINAS PEKERJAAN UMUMKABUPATEN KOTAWARINGIN BARAT

KEPALA,

Ir. AGUS YUWONO, M.Si.



1 2 3 4 5 6 7 8 9

PANGKALAN LADA

PANGKALAN BANTENG

KOTAWARINGIN LAMA

NIP. 19590814 198812 1 001

URAIAN SATUAN HARGA QUARY

HARGA SATUAN UNTUK WILAYAH KECAMATAN KUMAI

PPN 10 % KUMAI 1 KUMAI 1 KUMAI 2

HARGA TERMASUK

KEUNTUNGAN (tanpa PPN)

ONGKOS ANGKUT PER

KM DARI QUERY

JARAK ANGKUTKUMAI 1

HARGA TANPA PPN

HARGA DENGAN PPN JARAK

ANGKUTKUMAI 2

HARGA TANPA PPN

URAIAN SATUAN HARGA QUARY PPN 10 %

KUMAI 1 KUMAI 1 KUMAI 2

HARGA TERMASUK


ONGKOS ANGKUT PER

KM DARI QUERY

JARAK ANGKUTKUMAI 1

HARGA TANPA PPN


ANGKUTKUMAI 2

HARGA TANPA PPN

Besi tulangan beton kg 10,600.00 12,084.00 4.50 10.00 12,129.00 1,212.90 13,341.90 50.00 12,309.00

Kawat beton kg 20,000.00 16,500.00 18,810.00 4.50 10.00 18,855.00 1,885.50 20,740.50 50.00 19,035.00



HARGA TERMASUK


ONGKOS ANGKUT PER

KM DARI QUERY

JARAK ANGKUTKUMAI 1

HARGA TANPA PPN


ANGKUTKUMAI 2

HARGA TANPA PPN

Paku kayu kg 12,250.00 13,965.00 4.50 10.00 14,010.00 1,401.00 15,411.00 50.00 14,190.00



HARGA TERMASUK


ONGKOS ANGKUT PER

KM DARI QUERY

JARAK ANGKUTKUMAI 1

HARGA TANPA PPN


ANGKUTKUMAI 2

HARGA TANPA PPN

Semen PC ( isi 50 kg / zak ) zak 53,000.00 51,333.33 58,520.00 225.00 10.00 60,770.00 6,077.00 66,847.00 50.00 69,770.00



HARGA TERMASUK


ONGKOS ANGKUT PER

KM DARI QUERY

JARAK ANGKUTKUMAI 1

HARGA TANPA PPN


ANGKUTKUMAI 2

HARGA TANPA PPN

Kayu untuk perancah/bekisting m3 900,000.00 1,026,000.00 4,500.00 10.00 1,071,000.00 107,100.00 1,178,100.00 50.00 1,251,000.00

Agregat Kasar M3 300,000.00 342,000.00 4,500.00 10.00 387,000.00 38,700.00 425,700.00 60.00 612,000.00

Agregat Halus M3 300,000.00 342,000.00 4,500.00 10.00 387,000.00 38,700.00 425,700.00 60.00 612,000.00

Aspal bitumen kg 11,280.00 12,859.20 8.00 10.00 12,939.20 1,293.92 14,233.12 50.00 13,259.20

Batu belah m3 100,000.00 114,000.00 4,500.00 60.00 384,000.00 38,400.00 422,400.00 80.00 474,000.00

Batu gunung/quarry m3 100,000.00 114,000.00 4,500.00 60.00 384,000.00 38,400.00 422,400.00 80.00 474,000.00

Batu kali m3 100,000.00 114,000.00 4,500.00 60.00 384,000.00 38,400.00 422,400.00 80.00 474,000.00

Batu kerikil sungai ayak tanpa pasir m3 100,000.00 114,000.00 4,500.00 60.00 384,000.00 38,400.00 422,400.00 80.00 474,000.00

Batu pecah 0.5 - 1 cm m3 300,000.00 342,000.00 4,500.00 10.00 387,000.00 38,700.00 425,700.00 60.00 612,000.00

Batu pecah 10-15/10-12 cm m3 300,000.00 342,000.00 4,500.00 10.00 387,000.00 38,700.00 425,700.00 60.00 612,000.00



HARGA TERMASUK


ONGKOS ANGKUT PER

KM DARI QUERY

JARAK ANGKUTKUMAI 1

HARGA TANPA PPN


ANGKUTKUMAI 2

HARGA TANPA PPN

Batu pecah 1-2 cm m3 300,000.00 342,000.00 4,500.00 10.00 387,000.00 38,700.00 425,700.00 60.00 612,000.00

Batu pecah 2-3 cm m3 300,000.00 342,000.00 4,500.00 10.00 387,000.00 38,700.00 425,700.00 60.00 612,000.00

Batu pecah 3-5 cm m3 275,000.00 313,500.00 4,500.00 60.00 583,500.00 58,350.00 641,850.00 110.00 808,500.00

Batu pecah 5-7 cm m3 170,000.00 193,800.00 4,500.00 60.00 463,800.00 46,380.00 510,180.00 110.00 688,800.00

Batu pecah 7-10 cm m3 170,000.00 193,800.00 4,500.00 60.00 463,800.00 46,380.00 510,180.00 110.00 688,800.00

Laterit m3 42,500.00 48,450.00 4,500.00 60.00 318,450.00 31,845.00 350,295.00 110.00 543,450.00

Pasir ayak untuk beton m3 3,750.00 4,275.00 4,500.00 10.00 49,275.00 4,927.50 54,202.50 10.00 49,275.00

Pasir urug/timbunan m3 3,750.00 4,275.00 4,500.00 10.00 49,275.00 4,927.50 54,202.50 10.00 49,275.00

Tanah urug biasa m3 3,625.00 4,132.50 4,500.00 10.00 49,132.50 4,913.25 54,045.75 10.00 49,132.50

Tanah urug subur m3 7,500.00 8,550.00 4,500.00 10.00 53,550.00 5,355.00 58,905.00 10.00 53,550.00

Tanah Bahan Timbunan Pilihan m3 3,750.00 4,275.00 4,500.00 10.00 49,275.00 4,927.50 54,202.50 10.00 49,275.00



HARGA TERMASUK


ONGKOS ANGKUT PER

KM DARI QUERY

JARAK ANGKUTKUMAI 1

HARGA TANPA PPN


ANGKUTKUMAI 2

HARGA TANPA PPN

Bensin ltr 4,500.00 5,130.00 0.00 10.00 5,130.00 513.00 5,643.00 50.00 5,130.00

Minyak tanah ltr 4,500.00 3,300.00 3,762.00 0.00 10.00 3,762.00 376.20 4,138.20 50.00 3,762.00

Olie ltr 47,100.00 53,694.00 0.00 10.00 53,694.00 5,369.40 59,063.40 50.00 53,694.00

Solar ltr 7,500.00 10,242.00 11,675.88 0.00 10.00 11,675.88 1,167.59 12,843.47 50.00 11,675.88

HARGA SATUAN UNTUK WILAYAH KECAMATAN KUMAI

PPN 10 % PPN 10 % KUMAI 2 KUMAI 3 KUMAI 3 KUMAI 4


ANGKUTKUMAI 3

HARGA TANPA PPN


ANGKUTKUMAI 4

HARGA TANPA PPN



ANGKUTKUMAI 3

HARGA TANPA PPN


ANGKUTKUMAI 4

HARGA TANPA PPN

1,230.90 13,539.90 20.00 12,174.00 1,217.40 13,391.40 17.00 12,160.50 1,903.50 20,938.50 20.00 18,900.00 1,890.00 20,790.00 17.00 18,886.50



ANGKUTKUMAI 3

HARGA TANPA PPN


ANGKUTKUMAI 4

HARGA TANPA PPN

1,419.00 15,609.00 20.00 14,055.00 1,405.50 15,460.50 17.00 14,041.50



ANGKUTKUMAI 3

HARGA TANPA PPN


ANGKUTKUMAI 4

HARGA TANPA PPN

6,977.00 76,747.00 20.00 63,020.00 6,302.00 69,322.00 17.00 62,345.00



ANGKUTKUMAI 3

HARGA TANPA PPN


ANGKUTKUMAI 4

HARGA TANPA PPN

125,100.00 1,376,100.00 20.00 1,116,000.00 111,600.00 1,227,600.00 17.00 1,102,500.00 61,200.00 673,200.00 60.00 612,000.00 61,200.00 673,200.00 35.00 499,500.00 61,200.00 673,200.00 60.00 612,000.00 61,200.00 673,200.00 35.00 499,500.00 1,325.92 14,585.12 20.00 13,019.20 1,301.92 14,321.12 17.00 12,995.20 47,400.00 521,400.00 60.00 384,000.00 38,400.00 422,400.00 35.00 271,500.00 47,400.00 521,400.00 60.00 384,000.00 38,400.00 422,400.00 35.00 271,500.00 47,400.00 521,400.00 60.00 384,000.00 38,400.00 422,400.00 35.00 271,500.00 47,400.00 521,400.00 60.00 384,000.00 38,400.00 422,400.00 35.00 271,500.00 61,200.00 673,200.00 60.00 612,000.00 61,200.00 673,200.00 35.00 499,500.00 61,200.00 673,200.00 60.00 612,000.00 61,200.00 673,200.00 35.00 499,500.00



ANGKUTKUMAI 3

HARGA TANPA PPN


ANGKUTKUMAI 4

HARGA TANPA PPN

61,200.00 673,200.00 60.00 612,000.00 61,200.00 673,200.00 35.00 499,500.00 61,200.00 673,200.00 60.00 612,000.00 61,200.00 673,200.00 35.00 499,500.00 80,850.00 889,350.00 60.00 583,500.00 58,350.00 641,850.00 35.00 471,000.00 68,880.00 757,680.00 60.00 463,800.00 46,380.00 510,180.00 35.00 351,300.00 68,880.00 757,680.00 60.00 463,800.00 46,380.00 510,180.00 35.00 351,300.00 54,345.00 597,795.00 60.00 318,450.00 31,845.00 350,295.00 35.00 205,950.00 4,927.50 54,202.50 20.00 94,275.00 9,427.50 103,702.50 20.00 94,275.00 4,927.50 54,202.50 10.00 49,275.00 4,927.50 54,202.50 17.00 80,775.00 4,913.25 54,045.75 10.00 49,132.50 4,913.25 54,045.75 10.00 49,132.50 5,355.00 58,905.00 10.00 53,550.00 5,355.00 58,905.00 10.00 53,550.00 4,927.50 54,202.50 10.00 49,275.00 4,927.50 54,202.50 10.00 49,275.00



ANGKUTKUMAI 3

HARGA TANPA PPN


ANGKUTKUMAI 4

HARGA TANPA PPN

513.00 5,643.00 20.00 5,130.00 513.00 5,643.00 17.00 5,130.00 376.20 4,138.20 20.00 3,762.00 376.20 4,138.20 17.00 3,762.00

5,369.40 59,063.40 20.00 53,694.00 5,369.40 59,063.40 17.00 53,694.00 1,167.59 12,843.47 20.00 11,675.88 1,167.59 12,843.47 17.00 11,675.88

DAFTAR HARGA SATUAN UPAH TERTINGGI DI KABUPATEN KOTAWARINGIN BARATTAHUN ANGGARAN 2011 SEMESTER I

NO. URAIAN PENDIDIKAN SATUAN UPAH KETERANGAN

1 2 3 4 5 6 7A

1 Ahli S2 / S3 1 Orang/Bulan 5,200,000.002 Ahli S2 / S3 2 Orang/Bulan 5,500,000.003 Ahli S2 / S3 3 Orang/Bulan 5,800,000.004 Ahli S2 / S3 4 Orang/Bulan 6,100,000.005 Ahli Utama S2 / S3 5 Orang/Bulan 6,500,000.006 Ahli Utama S2 / S3 6 Orang/Bulan 6,930,000.007 Ahli Utama S2 / S3 7 Orang/Bulan 7,360,000.008 Ahli Utama S2 / S3 8 Orang/Bulan 7,800,000.009 Ahli Kepala S2 / S3 9 Orang/Bulan 8,200,000.00

10 Ahli Kepala S2 / S3 10 Orang/Bulan 8,730,000.0011 Ahli Kepala S2 / S3 11 Orang/Bulan 9,260,000.0012 Ahli Kepala S2 / S3 12 Orang/Bulan 9,800,000.0013 Ahli Kepala S2 / S3 13 Orang/Bulan 10,400,000.0014 Ahli Kepala S2 / S3 14 Orang/Bulan 11,300,000.0015 Ahli Kepala S2 / S3 15 Orang/Bulan 12,200,000.0016 Ahli Kepala S2 / S3 16 Orang/Bulan 13,100,000.0017 Ahli Kepala S2 / S3 17 Orang/Bulan 14,300,000.0018 Ahli Kepala S2 / S3 18 Orang/Bulan 15,730,000.0019 Ahli Kepala S2 / S3 19 Orang/Bulan 17,160,000.0020 Ahli Kepala S2 / S3 20 Orang/Bulan 18,600,000.00

PENGALAMAN

(TAHUN)

BIAYA TENAGA AHLI DAN TENAGA PENDUKUNG JASA KONSULTANSI

1 2 3 4 5 6 7

21 Ahli Muda S1 1 Orang/Bulan 4,400,000.0022 Ahli Muda S1 2 Orang/Bulan 4,670,000.0023 Ahli Muda S1 3 Orang/Bulan 4,940,000.0024 Ahli Muda S1 4 Orang/Bulan 5,200,000.0025 Ahli S1 5 Orang/Bulan 5,500,000.0026 Ahli S1 6 Orang/Bulan 6,030,000.0027 Ahli S1 7 Orang/Bulan 6,560,000.0028 Ahli S1 8 Orang/Bulan 7,100,000.0029 Ahli Utama S1 9 Orang/Bulan 7,500,000.0030 Ahli Utama S1 10 Orang/Bulan 8,000,000.0031 Ahli Utama S1 11 Orang/Bulan 8,500,000.0032 Ahli Utama S1 12 Orang/Bulan 9,000,000.0033 Ahli Kepala S1 13 Orang/Bulan 9,500,000.0034 Ahli Kepala S1 14 Orang/Bulan 10,300,000.0035 Ahli Kepala S1 15 Orang/Bulan 10,560,000.0036 Ahli Kepala S1 16 Orang/Bulan 11,100,000.0037 Ahli Kepala S1 17 Orang/Bulan 11,700,000.0038 Ahli Kepala S1 18 Orang/Bulan 12,100,000.0039 Ahli Kepala S1 19 Orang/Bulan 12,500,000.0040 Ahli Kepala S1 20 Orang/Bulan 12,900,000.00

41 Asisten Muda S2 / S3 1 Orang/Bulan 3,200,000.0042 Asisten Muda S2 / S3 2 Orang/Bulan 3,900,000.0043 Asisten Muda S1 1 Orang/Bulan 2,800,000.0044 Asisten Muda S1 2 Orang/Bulan 3,000,000.0045 Asisten Muda S1 3 Orang/Bulan 3,200,000.0046 Asisten Muda S1 4 Orang/Bulan 3,400,000.00

1 2 3 4 5 6 747 Teknisi D3 1 Orang/Bulan 2,200,000.0048 Teknisi D3 2 Orang/Bulan 2,375,000.0049 Teknisi D3 3 Orang/Bulan 2,550,000.0050 Teknisi D3 4 Orang/Bulan 2,700,000.0051 Teknisi D3 5 Orang/Bulan 2,883,000.0052 Teknisi D3 6 Orang/Bulan 3,066,000.0053 Teknisi D3 7 Orang/Bulan 3,250,000.0054 Teknisi D3 8 Orang/Bulan 3,600,000.0055 Teknisi D3 9 Orang/Bulan 4,000,000.0056 Teknisi D3 10 Orang/Bulan 4,400,000.0057 Teknisi D3 11 Orang/Bulan 4,800,000.0058 Teknisi D3 12 Orang/Bulan 5,100,000.0059 Teknisi D3 13 Orang/Bulan 5,400,000.0060 Teknisi D3 14 Orang/Bulan 5,700,000.0061 Teknisi D3 15 Orang/Bulan 6,000,000.0062 Teknisi D3 16 Orang/Bulan 6,500,000.0063 Teknisi D3 17 Orang/Bulan 6,750,000.0064 Teknisi D3 18 Orang/Bulan 7,000,000.0065 Teknisi D3 19 Orang/Bulan 7,250,000.0066 Teknisi D3 20 Orang/Bulan 7,500,000.0067 Teknisi SMK/D1/D2 3 Orang/Bulan 1,800,000.0068 Teknisi SMK/D1/D2 4 Orang/Bulan 1,975,000.0069 Teknisi SMK/D1/D2 5 Orang/Bulan 2,150,000.0070 Teknisi SMK/D1/D2 6 Orang/Bulan 2,325,000.0071 Teknisi SMK/D1/D2 7 Orang/Bulan 2,500,000.0072 Teknisi SMK/D1/D2 8 Orang/Bulan 2,700,000.0073 Teknisi SMK/D1/D2 9 Orang/Bulan 2,883,000.0074 Teknisi SMK/D1/D2 10 Orang/Bulan 3,066,000.00

1 2 3 4 5 6 775 Teknisi SMK/D1/D2 11 Orang/Bulan 3,250,000.0076 Teknisi SMK/D1/D2 12 Orang/Bulan 3,600,000.0077 Teknisi SMK/D1/D2 13 Orang/Bulan 4,000,000.0078 Teknisi SMK/D1/D2 14 Orang/Bulan 4,400,000.0079 Teknisi SMK/D1/D2 15 Orang/Bulan 4,800,000.0080 Teknisi SMK/D1/D2 16 Orang/Bulan 5,100,000.0081 Teknisi SMK/D1/D2 17 Orang/Bulan 5,200,000.0082 Teknisi SMK/D1/D2 18 Orang/Bulan 5,300,000.0083 Teknisi SMK/D1/D2 19 Orang/Bulan 5,400,000.0084 Teknisi SMK/D1/D2 20 Orang/Bulan 5,500,000.00

85 Office Manager - - Orang/Bulan 2,000,000.0086 Sekretaris Bilingual - - Orang/Bulan 1,500,000.0087 Sekretaris - - Orang/Bulan 750,000.0088 Juru Gambar - - Orang/Bulan 1,500,000.0089 Operator Komputer - - Orang/Bulan 750,000.0090 Sopir - - Orang/Bulan 500,000.0091 Pesuruh - - Orang/Bulan 400,000.0092 Penjaga - - Orang/Bulan 400,000.00

B UPAH PEKERJA1 Mandor - - Orang/hari 85,050.00 2 Kepala tukang batu - - Orang/hari 84,700.00 3 Kepala tukang besi - - Orang/hari 84,700.00 4 Kepala tukang kayu - - Orang/hari 84,700.00 5 Kepala tukang cat - - Orang/hari 84,700.00 7 Tukang batu - - Orang/hari 78,050.00 8 Tukang besi - - Orang/hari 78,050.00

1 2 3 4 5 6 79 Tukang kayu - - Orang/hari 78,050.00

10 Tukang gali tanah - - Orang/hari 65,100.00 11 Tukang cat - - Orang/hari 78,050.00 12 Tukang listrik - - Orang/hari 71,500.00 13 Tukang las - - Orang/hari 71,500.00 14 Tukang pancang - - Orang/hari 65,100.00 15 Tukang tebas - - Orang/hari 65,100.00 16 Tukang anyam - - Orang/hari 65,100.00 17 Pembantu tukang batu - - Orang/hari 65,100.00 18 Pembantu tukang kayu - - Orang/hari 65,100.00 19 Pembantu tukang besi - - Orang/hari 65,100.00 20 Pembantu tukang cat - - Orang/hari 65,100.00 21 Pembantu sopir / kenek - - Orang/hari 65,100.00 22 Penjaga malam - - Orang/hari 65,100.00 23 Mekanik - - Orang/hari 65,100.00 24 Pembantu mekanik - - Orang/hari 50,000.00 25 Operator terlatih - - Orang/hari 78,050.00 26 Operator kurang terlatih - - Orang/hari 70,000.00 27 Pembantu operator - - Orang/hari 65,100.00 28 Sopir material / truck - - Orang/hari 78,050.00 29 Sopir personil - - Orang/hari 78,050.00

1 2 3 4 5 6 730 Buruh tak terlatih - - Orang/hari 65,100.00 31 Buruh lapangan agak terlatih - - Orang/hari 67,600.00 32 Buruh lapangan terlatih - - Orang/hari 71,500.00

DINAS PEKERJAAN UMUMKABUPATEN KOTAWARINGIN BARAT

KEPALA,

Ir. AGUS YUWONO, M.Si.NIP. 19590814 198812 1 001

PEMENANG 3

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