Hps Maret 2013

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REKAPITULASI RENCANA ANGGARAN BIAYA Pekerjaa : Perbaikan Gedung Dekanat Fakultas Teknik Undip Tahun 2013 Lokasi : Jl. Prof. Soedarto, SH. Tembalang Semarang Tahun : 2013 NO URAIAN PEKERJAAN I PEKERJAAN PERSIAPAN II PEKERJAAN KAYU III PEKERJAAN KUNCI DAN KACA IV PEKERJAAN PLAFOND / LANGIT - LANGIT V PEKERJAAN PENGECATAN VI PEKERJAAN PASANGAN DAN KERAMIK VII PEKERJAAN SANITASI JUMLAH PPN 10% JUMLAH TOTAL JUMLAH ( DIBULATKAN ) Terbilang : Tiga Ratus Sembilan Puluh Juta Sembilan Puluh Delapan Ribu Rupiah

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Harga bahan 2013

Transcript of Hps Maret 2013

REKAPITULASIRENCANA ANGGARAN BIAYA

Pekerjaan : Perbaikan Gedung Dekanat Fakultas Teknik Undip Tahun 2013Lokasi : Jl. Prof. Soedarto, SH. Tembalang SemarangTahun : 2013

NO URAIAN PEKERJAAN JUMLAH HARGA Rp.

I PEKERJAAN PERSIAPAN 16,000,000.00

II PEKERJAAN KAYU 84,715,666.56

III PEKERJAAN KUNCI DAN KACA 1,448,616.00

IV PEKERJAAN PLAFOND / LANGIT - LANGIT 5,142,595.94

V PEKERJAAN PENGECATAN 196,255,082.76

VI PEKERJAAN PASANGAN DAN KERAMIK 24,418,296.14

VII PEKERJAAN SANITASI 15,431,575.00

JUMLAH 343,411,832.40

PPN 10% 34,341,183.24

JUMLAH TOTAL 377,753,015.64

JUMLAH ( DIBULATKAN ) 377,753,000.00

Terbilang : Tiga Ratus Sembilan Puluh Juta Sembilan Puluh Delapan Ribu Rupiah

RENCANA ANGGARAN BIAYA

Pekerjaan : Perbaikan Gedung Dekanat Fakultas Teknik Undip Tahun 2013Lokasi : Jl. Prof. Soedarto, SH. Tembalang SemarangTahun : 2013

NO URAIAN PEKERJAAN VOLUME HARGA SAT. JML HARGA JUMLAH Rp. Rp. Rp.

I. PEKERJAAN PERSIAPAN1 Pembersihan Lapangan 1.00 ls 500,000.00 500,000.00 2 Administrasi dan Dokumentasi 1.00 ls 500,000.00 500,000.00 3 Alat Kerja Bantu 1.00 ls 15,000,000.00 15,000,000.00

16,000,000.00 II. PEKERJAAN KAYU1 Pasang Rangka Kusen Pintu Kayu Jati 1.16 m3 23,415,500.00 27,220,518.75 2 Pasang Daun Pintu Rangka Kayu Kamfer 6.04 m2 533,325.00 3,219,949.69 3 Pasang Lisplank kayu jati 195.29 m' 250,812.50 48,980,546.09 4 Bongkar Lisplank lama 195.29 m' 17,262.50 3,371,150.47 5 Bongkar kusen lama 1.16 m3 1,654,625.00 1,923,501.56

84,715,666.56 III. PEKERJAAN KUNCI DAN KACA1 Pasang Kunci tanam 4.00 bh 162,562.50 650,250.00 2 Pasang Cermin Tebal 5mm 3.20 m2 249,489.38 798,366.00

1,448,616.00 IV. PEKERJAAN PLAFOND / LANGIT - LANGIT1 Bongkar Plafond KM/WC 28.48 m2 7,700.00 219,257.50 2 Pasang Rangka Plafond kayu Kamfer 28.48 m2 138,397.50 3,940,868.81 3 Pasang langit-langit Plafond Kalsiboard 4,5 mm 28.48 m2 9,102.50 259,193.69 4 Pasang List Langit-Langit Kayu Profil 69.31 m1 10,435.00 723,275.94

5,142,595.94 V. PEKERJAAN PENGECATAN1 Pengerokkan Cat Dinding lama 8,759.69 m2 7,131.25 62,467,521.48 2 5,104.70 m2 9,498.75 48,488,269.13

3 2,061.11 m2 5,898.75 12,157,987.36

4 Pengecatan Plafond KM/WC (bidang baru) 28.48 m2 13,222.50 376,510.69 5 Pengecatan Plafond (bidang lama) 4,563.63 m2 9,498.75 43,348,732.97 6 Pengecatan Kayu Bidang Baru 21.64 m2 32,688.25 707,292.01 7 947.48 m2 20,135.00 19,077,409.13

8 Pengecatan Besi bidang lama (2 lap Cat Penutup) dengan Cat V-Gloss 646.40 m2 14,900.00 9,631,360.00 196,255,082.76

VI. PEKERJAAN PASANGAN DAN KERAMIK1 Bongkar keramik dinding dan lantai 20 x 20 cm 104.33 m2 69,300.00 7,229,722.50 2 Pasang Keramik lantai 20 x 20 cm 28.48 m2 141,416.00 4,026,820.60 3 Pasang keramik dinding 20 x 25 cm 75.85 m2 155,245.13 11,775,342.73 4 Plesteran 1 : 3 25.00 m2 35,973.60 899,340.00 5 Acian 25.00 m2 19,482.81 487,070.31

24,418,296.14 VII. PEKERJAAN SANITASI1 Pasang Washtafel Gantung 2.00 bh 454,212.50 908,425.00 2 Pasang Urinoir 6.00 bh 500,637.50 3,003,825.00 3 Pasang Closet Duduk 6.00 bh 1,483,962.50 8,903,775.00 4 Bongkar Closet lama 6.00 bh 211,962.50 1,271,775.00 5 Perbaikan Wastafel 4.00 bh 298,962.50 1,195,850.00 6 Bongkar Wastafel lama 2.00 bh 73,962.50 147,925.00

15,431,575.00

Pengecatan Tembok Lama Ruang Dalam (1lap Cat Dasar, 2 lap. Cat Penutup) dengan cat interior

Pengecatan Tembok Lama Dinding Luar (1lap.Cat Dasar, 2lap Cat Penutup) dengan cat eksterior (weathershield)

Pengecatan Kayu bidang lama (1lap Cat Dasar, 2 lap. Cat Penutup), dengan Cat V-Gloss

HARGA PERKIRAAN SENDIRI (HPS)

Pekerjaan : Perbaikan Gedung Jurusan Siskom Fakultas Teknik Undip Tahun 2012Lokasi : Jl. Prof. Soedarto, SH. Tembalang SemarangTahun : 2012

NO. URAIAN PEKERJAAN VOLUME SAT. HARGA SAT. JML. HARGA

Rp. Rp.

I. PEKERJAAN PERSIAPAN1 Pembersihan Lapangan 1.00 ls #REF! #REF!2 Administrasi dan Dokumentasi 1.00 ls #REF! #REF!3 Alat Bantu Kerja 1.00 ls #REF! #REF!II. PEKERJAAN PENGECATAN

RUANG KELAS & LABORATORIUM1 Mengerok dan membersihkan Permukaan Cat tembok lama 1,620.14 m² #REF! #REF!2 Pengecatan tembok lama (1 lap Plamur, 1 lap Cat Dasar & 1,206.22 m² #REF! #REF!

2 lap Cat Penutup), dengan cat Interior3 Pengecatan tembok lama (1 lap Plamur, 1 lap Cat Dasar & 413.92 m² #REF! #REF!

2 lap Cat Penutup), dengan Cat Exterior Weathershield4 Pengecatan plafond baru (1 lap Plamur, 1 lap Cat Dasar & 7.00 m² #REF! #REF!

2 lap Cat Penutup), dengan cat InteriorIII. RENOVASI KAMAR MANDI MAHASISWA1 Perbaikan Plafond KM/WC dengan Kalsiboard tebal 4,5 mm 7.00 m² #REF! #REF!

dengan rangka existing.2 Memasang pintu PVC 2.00 bh #REF! #REF!

IV. PEKERJAAN ELEKTRIKAL 1 Memasang Lampu PL 18 watt, sekualitas phillips 4.00 bh #REF! #REF!

TOTAL JUMLAH #REF! PPN (10%) #REF! TOTAL #REF! PEMBULATAN #REF!

Terbilang: Tiga puluh dua juta lima puluh ribu rupiah

Semarang, Mengetahui : Pejabat Pembuat Komitmen/ Pembantu Dekan II,

Ir. M Agung Wibowo, MM, MSc, PhD NIP. 196702081994031005

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D A F T A R H A R G A S A T U A N B A H A N B A N G U N A N

S U M B E R D A T A : P A S A R A N B E B A S

D A E R A H : KOTA SEMARANG

EDISI Maret 2013

HARGA HPS

NO. J E N I S B A H A N SATUAN MINIMUM MAKSIMUM KETERANGAN

(Rp) (Rp)

I B A H A N D A S A R

1 BATU KALI Bulat Utuh m3 125,000 125,000

Bulat Belah m3 150,000 150,000

Pecah 10/15 m3 160,000 160,000

Pecah 5/7 m3 165,000 165,000

Pecah 3/5 m3 157,500 157,500

2 KERIKIL Timbun m3 105,000 105,000

Sawur / Koral m3 185,000 185,000

Beton 0,5/1 m3 205,000 205,000

Beton ,1/2 m3 190,000 190,000

Beton ,2/3 m3 185,000 185,000

Biasa m3 127,500 127,500

Tras Giling m3 210,000 210,000

3 BATU BATA ex lokal bh 460 460

4 PASIR Urug m3 117,500 117,500

Pasang m3 135,000 135,000

Beton m3 202,500 202,500

5 TANAH Padas m3 55,000 55,000

Liat m3 47,500 47,500

6 KAPUR Pasang m3 217,500 217,500

Semen Merah m3 160,000 160,000

7 PORTLAND CEMENT

Holcim - 40 KG zak 50,250 50,250

Holcim - 50 KG zak 61,000 61,000

Cibinong - 40 kg zak 50,250 50,250

Cibinong - 50 kg zak 62,000 62,000

Semen Putih 40 kg zak 74,500 74,500

Semen Putih 50 kg zak 82,500 82,500

Semen warna kg 10,800 10,800

II B A H A N P E N U T U P A T A P

1 SIRAP (100 lbr) pak 165,000 165,000

2 GENTENG BETON Genteng Beton Warna standard bh 4,100 4,100

Genteng Beton Warna Special bh 4,850 4,850

Genteng Beton Warna Khusus bh 5,350 5,350

Kerpus Beton Warna Standard bh 5,600 5,600

Kerpus Beton Warna Special bh 6,100 6,100

Kerpus Beton Warna Khusus bh 9,500 9,500

3 GENTENG TANAH LIAT

Vlaam bh 1,400 1,400

Kodok bh 2,350 2,350

Kodok Glasur bh 3,600 3,600

Nok kerpus Kodok bh 6,050 6,050

Nok kerpus Kodok Glasur bh 7,750 7,750

Plentong super besar 18 bh/m2 bh 4,250 4,250

Nok kerpus plentong super bh 8,350 8,350

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HARGA HPS

NO. J E N I S B A H A N SATUAN MINIMUM MAKSIMUM KETERANGAN

(Rp) (Rp)

4 GENTENG KACA

Vlaam tebal 2 mm bh 9,250 9,250

Vlaam tebal 3 mm bh 11,750 11,750

Kodok tebal 2 mm bh 9,750 9,750

Kodok tebal 3 mm bh 12,250 12,250

5 ASBES GELOMBANG BESAR

Djabes 6 1/2

. 200 cm X 102 cm X 5 mm bh 73,500 73,500

. 250 cm X 102 cm X 5 mm bh 81,000 81,000

. 225 cm X 102 cm X 5 mm bh 77,000 77,000

. 200 cm X 102 cm X 6 mm bh 71,000 71,000

. 225 cm X 102 cm X 6 mm bh 83,500 83,500

. 250 cm X 102 cm X 6 mm bh 87,500 87,500

Djabes 14 (Asbes Gelombang Kecil)

. 150 cm X 105 cm X 4 mm bh 41,750 41,750

. 180 cm X 105 cm X 4 mm bh 49,500 49,500

. 210 cm X 105 cm X 4 mm bh 58,000 58,000

. 240 cm X 105 cm X 4 mm bh 66,000 66,000

. 270 cm X 105 cm X 4 mm bh 74,500 74,500

. 300 cm X 105 cm X 4 mm bh 82,500 82,500

Onduline 95 cm X 200 cm X 3 mm lbr - belum PPn

Ondovilla 40 cm X 106 cm X 3 mm lbr - belum PPn

6 ASBES PLAT Jabes Plat

. 100cm X 100 cm X 3 mm bh 16,500 16,500

. 100cm X 100 cm X 4 mm bh 18,750 18,750

. 50 cm X 200 cm X 3 mm bh 13,000 13,000

. 40 cm X 200 cm X 3 mm bh 13,000 13,000

Gyproc unt dinding 120 cm X 240 cm X 12 mm lbr - - Belum PPn

/ plafond 120 cm X 240 cm X 9 mm lbr - - Belum PPn

Jabes nok

. Kerpus Genteng bh 26,000 26,000

. Stel Besar bh 45,750 45,750

. Paten Besar bh 43,500 43,500

Nokstel gelombang harflex

. Stel Besar bh 43,250 43,250

. Patent Besar bh 21,750 21,750

. Plat besar bh 50,000 50,000

Onduline

50 cm X 90 cm X 3 mm bh - Belum PPn

7 FIBRE GLASS (JABES)

180 X 92 cm bh 40,500 40,500

200 X 92 cm bh 45,500 45,500

250 X 92 cm bh 52,500 52,500

180 X 105 cm bh 54,500 54,500

210 X 105 cm bh 67,250 67,250

250 X 105 cm bh 76,500 76,500

8 SENG PLAT

BJLS 0,18 lebar 55 cm m' 23,500 23,500

BJLS 0,20 lebar 55 cm m' 27,500 27,500

BJLS 0,28 lebar 55 cm m' 35,500 35,500

BJLS 0,30 lebar 55 cm m' 41,000 41,000

9 SENG GELOMBANG

BJLS 0,18 panjang 180 cm lbr 54,500 54,500

BJLS 0,20 panjang 180 cm lbr 58,500 58,500

BJLS 0,30 panjang 180 cm lbr 66,000 66,000

BJLS 0,40 panjang 180 cm lbr 74,000 74,000

III . B A H A N K A Y U

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HARGA HPS

NO. J E N I S B A H A N SATUAN MINIMUM MAKSIMUM KETERANGAN

(Rp) (Rp)

1 JATI Papan m3 21,500,000 21,500,000

Balok/pesagen m3 19,750,000 19,750,000

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HARGA HPS

NO. J E N I S B A H A N SATUAN MINIMUM MAKSIMUM KETERANGAN

(Rp) (Rp)

2 KAMPER Papan m3 7,400,000 7,400,000

Balok/pesagen m3 6,900,000 6,900,000

3 KRUING Papan m3 5,200,000 5,200,000

Balok/pesagen m3 5,100,000 5,100,000

4 MERANTI Papan m3 4,800,000 4,800,000

Balok/pesagen m3 4,550,000 4,550,000

5 LANAN Papan m3 2,075,000 2,075,000

Balok/pesagen m3 1,825,000 1,825,000

6 BENGKIRAI Papan m3 10,050,000 10,050,000

Balok/pesagen m3 9,550,000 9,550,000

7 DOLKEN Sedang 8 x 10 x 400 cm bt 19,000 19,000

Kecil 6 x 7 x 400 cm bt 15,500 15,500

Besar 10 x 12 x 400 cm bt 27,000 27,000

Kayu cetakan m3 1,075,000 1,075,000

Kayu bakar m3 157,500 157,500

Bambu bt 11,500 11,500

IV . BAHAN PENUTUP DINDING / LANTAI

1 UBIN (TEGEL BIASA)

PC polos 30 X 30 cm m2 37,000 37,000

20 X 20 cm m2 35,500 35,500

PC warna 30 X 30 cm m2 43,000 43,000

20 X 20 cm m2 39,500 39,500

Teraso 30 X 30 cm m2 43,500 43,500

2 TEGEL PLINT

PC warna 10 X 20 cm bh 5,250 5,250

PC abu-abu 15 x 20 bh 5,250 5,250

3 POLIS UBIN Lantai/badan m' - -

Plint m' - -

Trap m' - -

4 UBIN PORSELIN

Lokal 11 X 11 putih dos 40,000 40,000

11 X 11 warna dos 43,500 43,500

Lokal 15 X 15 putih dos 45,500 45,500

15 X 15 warna dos 47,000 47,000

5 MOZAIK PORSELIN

10 X 20 cm (diamond) m2 47,500 47,500

15 X 15 cm (diamond) m2 51,500 51,500

20 X 20 cm (diamond) m2 46,500 46,500

20 X 25 cm (diamond) m2 48,000 48,000

6 Keramik 30 X 30 cm m2 50,500 50,500

20 X 20 cm m2 49,000 49,000

33 x 33 cm m2 51,500 51,500

25 x 25 cm m2 48,000 48,000

15 x 20 cm m2 48,000 48,000

7 Parquet Jati m2 192,500 192,500

8 Batu Paros m2 81,500 81,500

9 Batu Tempel Hitam m2 82,500 82,500

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HARGA HPS

NO. J E N I S B A H A N SATUAN MINIMUM MAKSIMUM KETERANGAN

(Rp) (Rp)

10 GRANITO 40 x 40 cm m2 365,000 365,000

30 x 30 cm m2 465,000 465,000

11 Marmer m2 465,000 465,000

V . B A H A N C E T A K

1 10 cm - 100 cm bh 27,500 27,500

Ø 20 cm - 100 cm bh 34,000 34,000

Ø 30 cm - 100 cm bh 41,250 41,250

Ø 50 cm - 100 cm bh 75,000 75,000

Ø 60 cm - 100 cm bh 97,500 97,500

Ø 70 cm - 100 cm bh 130,000 130,000

U 10 cm - 100 cm bh 19,000 19,000

U 15 cm - 100 cm bh 26,000 26,000

U 20 cm - 100 cm bh 33,500 33,500

U 30 cm - 100 cm bh 38,500 38,500

U 50 cm - 100 cm bh - -

2 LUBANG ANGIN (ROSTER) PC + PASIR

10 X 20 cm bh 29,600 29,600

20 X 20 cm bh 6,100 6,100

25 X 25 cm bh 6,600 6,600

30 X 30 cm bh 7,100 7,100

15 X 25 cm bh 7,375 7,375

15 X 30 cm bh 7,550 7,550

VI . B A H A N B E S I

1 BESI BETON besi beton polos kg 10,350 10,350

besi beton prestress kg 16,350 16,350

besi beton ulir kg 12,750 12,750

2 BESI PLAT Besi Strip kg 13,850 13,850

3 BESI PROFIL Besi Profil kg 13,875 13,875

4 JARING - JARING BAJA

Diameter 4 - 15 kg 15,250 15,250

Diameter 6 - 15 kg 14,750 14,750

Kawat Bronjong kg 13,500 13,500

5 BESI SIKU L 40 X 40 X 4 btg 142,500 142,500

L 50 X 50 X 5 btg 222,500 222,500

L 60 X 60 X 6 btg 317,500 317,500

6 KAWAT - Ikat beton/bendrat kg 16,500 16,500

- Harmonika 12 X 45 mm m2 20,500 20,500

- Harmonika 12 X 24 mm m2 22,250 22,250

- Harmonika 14 X 30 mm m2 19,500 19,500

- Harmonika 14 X 35 mm m2 18,250 18,250

- Kawat Nyamuk Nylon m2 9,500 9,500

- Kawat Kasa m2 12,500 12,500

- Saringan pasir m2 12,500 12,500

- Kawat loket m2 13,500 13,500

- Kawat duri rol 102,500 102,500

- Kawat bronjong kg 13,500 13,500

VII . B A H A N P I P A

1 Pipa PVC SII SCJ , S - 12,5 (10 bar)

btg 24,000 24,000 panjang 4 m

btg 27,500 27,500 panjang 4 m

Pipa PVC DN 32 ( 1" ) AW JIS btg 39,750 39,750 panjang 4 m

btg 69,500 69,500 panjang 6 m

BUIS BETON Ø

Pipa PVC DN 20 ( ½" ) AW JIS

Pipa PVC DN 25 ( ¾" ) AW JIS

Pipa PVC DN 40 ( 1½" )

C224
Hendra: Maret 2011

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HARGA HPS

NO. J E N I S B A H A N SATUAN MINIMUM MAKSIMUM KETERANGAN

(Rp) (Rp)

Pipa PVC DN 63 ( 2" ) btg 96,500 96,500 panjang 6 m

btg 192,500 192,500 panjang 6 m

Pipa PVC DN 110 ( 4" ) btg 295,000 295,000 panjang 6 m

Pipa PVC DN 160 ( 6" ) btg 565,000 565,000 panjang 6 m

Pipa PVC DN 200 ( 8" ) btg 937,500 937,500 panjang 6 m

Pipa PVC DN 250 ( 10" ) btg 1,475,000 1,475,000 panjang 6 m

Pipa PVC DN 315 ( 12" ) btg 2,075,000 2,075,000 panjang 6 m

3 Pipa Medium B Galvanis - SII

btg 100,000 100,000 panjang 6 m

btg 147,500 147,500 panjang 6 m

Pipa Medium B Galvanis DN 32 ( 1" ) btg 225,000 225,000 panjang 6 m

btg 345,000 345,000 panjang 6 m

Pipa Medium B Galvanis DN 63 ( 2" ) btg 248,000 248,000 panjang 6 m

btg 775,000 775,000 panjang 6 m

Pipa Medium B Galvanis DN 90 ( 3" ) btg 1,050,000 1,050,000 panjang 6 m

Pipa Medium B Galvanis DN 110 ( 4" ) btg 1,775,000 1,775,000 panjang 6 m

Pipa Medium B Galvanis DN 160 ( 6" ) btg - - panjang 6 m

Pipa Medium B Galvanis DN 200 ( 8" ) btg - - panjang 6 m

Pipa Medium B Galvanis DN 250 ( 10") btg - - panjang 6 m

VIII . B A H A N L A N G I T - L A N G I T

1 AKUSTIK-uk : 30 X 30 lbr 4,850 4,850

30 X 60 lbr 11,500 11,500

60 X 120 lbr 37,500 37,500

List Kayu Profil m' 4,600 4,600

2 SOFT BOARD-uk: 4'X 8'

Gypsum tebal 9 mm lbr 59,000 59,000

3 HARD BOARD-uk: 4'X 8' lbr 63,500 63,500

4 PLY WOOD

Teak wood

90 X 210 X 3 mm lbr 36,500 36,500

. 120 X 240 X 3 mm lbr 43,500 43,500

. 90 X 210 X 4 mm lbr 52,500 52,500

. 90 X 210 X 9 mm lbr 97,500 97,500

. 90 X 210 X 12 mm lbr 137,500 137,500

. 90 X 210 X 15 mm lbr 225,000 225,000

. 90 X 210 X 18 mm lbr 280,000 280,000

Tripleks

. 120 X 240 X 3 mm lbr 34,000 34,000

. 120 X 240 X 4 mm lbr 44,000 44,000

. 120 X 240 X 6 mm lbr 61,500 61,500

Multipleks

. 120 X 240 X 9 mm lbr 105,000 105,000

. 120 X 240 X 12 mm lbr 127,500 127,500

. 120 X 240 X 15 mm lbr 167,500 167,500

. 120 X 240 X 18 mm lbr 191,000 191,000

Formika ukuran pintu lbr 62,500 62,500

IX . B A H A N F I N I S H I N G

1 KAYU

Menie kg 14,000 14,000

Dempul plamur kg 14,500 14,500

Ambril/amplas lbr 3,600 3,600

Batu Apung kg 6,000 6,000

Cat dasar kg 14,600 14,600

. Emco kg 45,250 45,250

. Yunior 66 (nippon paint) kg 45,500 45,500

. Primalin ltr - -

Pipa PVC DN 90 ( 3" )

Pipa Medium B Galvanis DN ½"

Pipa Medium B Galvanis DN 25 ( ¾" )

Pipa Medium B Galvanis DN 50 ( 1½" )

Pipa Medium B Galvanis DN 2½"

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HARGA HPS

NO. J E N I S B A H A N SATUAN MINIMUM MAKSIMUM KETERANGAN

(Rp) (Rp)

. Deculux kg 46,000 46,000

. Siralax ons 9,250 9,250

. Spiritus ltr 10,000 10,000

. Plitur jadi ltr 57,000 57,000

2 TEMBOK

Kalkarium kg 4,100 4,100

Kapur sirih kg 4,625 4,625

Plamur kg 11,250 11,250

Cat Tembok kg 19,000 19,000

Sintex 5 kg 81,500 81,500

Danabride 5 kg 87,500 87,500

Catylac 5 kg 100,000 100,000

Mowilex 5 kg 165,000 165,000

Cat Genteng antilum 4 kg 127,500 127,500

3 BESI

Menie kg 17,500 17,500

Cat mengkilat kg 50,000 50,000

Cat kg 14,500 14,500

Thinner A ltr 9,500 9,500

Minyak cat ltr 9,125 9,125

Thinner Super ltr 10,000 10,000

Residu (teer/aspal) drum 48,750 48,750

Fibre glass (tanki air)

kapasitas 550 liter. bh 642,500 642,500

kapasitas 1100 liter. bh 1,125,000 1,125,000

Lem Aica Aibon kg 33,500 33,500

X . B A H A N K A C A

1 POLOS 3 mm m2 59,000 59,000

5 mm m2 71,250 71,250

2 ES KABUR 3 mm m2 76,500 76,500

5 mm m2 86,500 86,500

3 RAY BAND 3 mm m2 66,500 66,500

5 mm m2 75,000 75,000

XI . BAHAN INSTALASI LISTRIK

1 KABEL LISTRIK

N Y A : . 1 X 1 1/2 mm2 m' 2,650 2,650

SPLN LMK 1 X 2 1/2 mm2 m' 3,650 3,650

. 1 X 4 mm2 m' 5,650 5,650

1 X 6 mm2 m' 8,450 8,450

N Y Y : . 2 X 1 1/2 mm2 m' 8,750 8,750

PRIMA 2 X 2 1/2 mm2 m' 14,500 14,500

. 2 X 4 mm2 m' 26,250 26,250

2 X 6 mm2 m' 34,500 34,500

3 X 1 1/2 mm2 m' 12,850 12,850

3 X 2 1/2 mm2 m' 19,500 19,500

3 X 4 mm2 m' 34,500 34,500

3 X 6 mm2 m' 49,000 49,000

N Y M : . 2 X 1 1/2 mm2 m' 7,000 7,000

PRIMA 2 X 2 1/2 mm2 m' 10,700 10,700

. 2 X 4 mm2 m' 21,500 21,500

3 X 1 1/2 mm2 m' 12,750 12,750

document.xls 11 Bahan 2013

HARGA HPS

NO. J E N I S B A H A N SATUAN MINIMUM MAKSIMUM KETERANGAN

(Rp) (Rp)

3 X 2 1/2 mm2 m' 19,500 19,500

3 X 4 mm2 m' 30,500 30,500

3 X 6 mm2 m' 44,000 44,000

2 SKAKELAR

Out bauw . Seri bh 17,500 17,500

. Engkel bh 13,500 13,500

In bauw . Seri bh 14,000 14,000

. Engkel bh 10,750 10,750

3 FUSE BOX (SEKERING KASA)

1 group bh 120,000 120,000

2 group bh 225,000 225,000

3 group bh 337,500 337,500

4 STEKER - Biasa bh 10,750 10,750

Arde bh 15,000 15,000

T Biasa bh 12,000 12,000

T dengan Arde bh 16,250 16,250

5 FITING Flaon bh 8,250 8,250

Gantung bh 8,500 8,500

Kap bh 13,500 13,500

Kombinasi bh 12,250 12,250

6 STOP KONTAK - Arde Outbow putih bh 13,750 13,750

Arde Outbow hitam bh 5,500 5,500

Arde IB bh 12,500 12,500

Arde Putar bh 36,500 36,500

XII . ALAT - ALAT PENGUNCI & PENGGANTUNG

1 KUNCI TANAM Union : 1 X slag bh 52,500 52,500

2 X slag bh 65,000 65,000

Yale : 1 X slag bh 80,000 80,000

2 X slag bh 132,500 132,500

Kuda : 1 X slag bh 50,000 50,000

2 X slag bh 67,500 67,500

2 ENGSEL DAN GERENDEL

Engsel Angin bh 15,500 15,500

Kupu-kupu biasa bh 2,375 2,375

Nylon kupu-kupu bh 7,000 7,000

Espagnoled - dalam negeri bh 31,000 31,000

Grendel Tanam luar negeri bh 7,875 7,875

Grendel biasa bh 8,750 8,750

Kait Angin bh 10,000 10,000

Door Stop bh 300,000 300,000

XIII . BAHAN SANITAIR

1 KLOSET DUDUK bh 1,200,000 1,200,000

2 KLOSET JONGKOK

bh 137,500 137,500

bh - -

3 WASTAFEL PEDESTAL 7,5 liter

bh 700,000 700,000

bh - -

document.xls 12 Bahan 2013

HARGA HPS

NO. J E N I S B A H A N SATUAN MINIMUM MAKSIMUM KETERANGAN

(Rp) (Rp)

4 WASTAFEL MEJA OVAL

bh 750,000 750,000

5 WASTAFEL GANTUNG BULAT

bh 292,500 292,500

6 WASTAFEL GANTUNG SUDUT

bh 255,000 255,000

7 WASTAFEL GANTUNG SUDUT KECIL

bh 235,000 235,000

8 WASTAFEL BAK CUCI

bh 157,500 157,500

9 TEMPAT SABUN GANTUNG

bh 28,750 28,750

bh - -

10 TEMPAT SABUN TANAM

bh 22,500 22,500

bh - -

11 SEPTIC TANK (ETERNIT GRESIK)

5 Pemakai 500 liter unit - -

10 Pemakai 1.000 liter unit - -

12 LAIN - LAIN

Kran Air bh 11,250 11,250

Seal tape bh 2,500 2,500

Floor drain bh 23,750 23,750

XIV . ALAT PENGIKAT KAYU

1 PAKU - ukuran 1" s/d 4" kg 13,500 13,500

2 PAKU - payung kg 16,500 16,500

3 PAKU - sekrup doos 12,750 12,750

4 PAKU - beton bh 17,500 17,500

5 MUR BAUT (kuda-kuda) kg 13,500 13,500

6 ANGKUR BAUT bh 12,900 12,900

7 LEM KAYU bh 19,000 19,000

8 Tali Ijuk kg 19,000 19,000

XV . POMPA AIR.

1 POMPA AIR TANGAN

Dragon buatan Indonesia bh 325,000 325,000

2 POMPA AIR LISTRIK

Sanyo 100 watt bh 1,012,500 1,012,500

Fuji 250 watt bh 1,475,000 1,475,000

Shimizu . 100 watt bh 425,000 425,000

. 90 watt bh 355,000 355,000

D a b . 125 watt bh 310,000 310,000

. 175 watt bh 412,500 412,500

X VI . PAVING BLOCK

1 SQUARE Abu-abu m2 45,500 45,500

Merah/hitam m2 48,000 48,000

2 HOLLAND Abu-abu m2 45,500 45,500

Merah/hitam m2 48,000 48,000

3 UNIDECOR Abu-abu m2 45,500 45,500

Merah/hitam m2 45,500 45,500

4 U N I Abu-abu m2 45,500 45,500

Merah/hitam m2 46,000 46,000

5 TRIHEX Abu-abu m2 44,500 44,500

Merah/hitam m2 45,500 45,500

document.xls 13 Bahan 2013

HARGA HPS

NO. J E N I S B A H A N SATUAN MINIMUM MAKSIMUM KETERANGAN

(Rp) (Rp)

6 OLYMPIA HEXA Abu-abu m2 44,500 44,500

7 HEXAGONAL Abu-abu m2 45,500 45,500

Merah/hitam m2 44,500 44,500

8 CASTLE Abu-abu m2 45,500 45,500

9 TRAPEZ Abu-abu m2 44,500 44,500

10 TRAPEZ GRASS BLOCK

Abu-abu m2 43,000 43,000

11 STANDARD GRASS BLOCK ABU-ABU m2 8,000 8,000

12 BATACO m2 3,000 3,000

13 KANSTEEN m' 25,500 25,500

XVII. L A I N - L A I N

1 KREI 25 MM m2 42,500 42,500

2 Sliding Pintu J4 bh 192,500 192,500

3 Naco per Daun bh 10,750 10,750

4 Rolling door Besi m2 242,500 242,500

Rolling door Almunium m2 237,500 237,500

5 Awning Almunium m2 82,500 82,500

6 Kusen Almunium 4" Putih m' 72,500 72,500

7 WIDE FLANGE BEAM

150 X 75 X 5 X 7 X 12 btg 1,390,000 1,390,000

8 ASPAL.

Aspal Pertamina drum 1,350,000 1,350,000

Hotmix Tebal = 4 Cm m2 63,750 63,750

Hotmix Tebal = 5 Cm m2 77,500 77,500

Hotmix Tebal = 6 Cm m2 92,500 92,500

Hotmix Tebal = 7 Cm m2 107,500 107,500

Binder Course ton 1,275,000 1,275,000

Wearing Course ton 1,325,000 1,325,000

Hot Roller Sheet ton 1,175,000 1,175,000

Sand Sheet ton 1,150,000 1,150,000

Sand Sheet Emulsi ton 1,475,000 1,475,000

Cold Mix ton 1,775,000 1,775,000

Prime / Tack Coard RC liter 8,000 8,000

Prime Coat MC liter 8,000 8,000

Prime / Tack Coat Emulsi liter 8,000 8,000

10 K A C A Dark Grey 5 mm m2 - -

Grey Euro / Green 5 mm m2 - -

Bronze / Blue / Green 5 mm m2 - -

Cermin m2 217,500 217,500

11 TIANG PANCANG Ø 40 cm m' - -

Tiang Pancang Beton Ø 45 cm m' - -

Ø 50 cm m' - -

Tiang Pancang Baja Diameter 40 cm, t = 12 mm m' - -

Diameter 50 cm, t = 12 mm m' - -

12 PAGAR BRC. Pagar BRC 90 A2 /lb 525,000 525,000

Pagar BRC 120 A2 /lb 625,000 625,000

13 LAIN-LAIN

Minyak Beton & bekisting ltr 9,000 9,000

Pintu Lipat Besi m2 390,000 390,000

Sunscreen Allumunim m2 295,000 295,000

Allumunium Foil m2 6,800 6,800

Soda api kg 12,500 12,500

Sabun kg 12,000 12,000

Air m3 8,250 8,250

Koas Alang-alang ikat 1,375 1,375

Solar (Industri) ltr 11,275 11,275

Bensin (Industri) ltr 8,925 8,925

Pelumas ltr 33,250 33,250

document.xls 365 Upah 2013

D A F T A R U P A H P E K E R J A

S U M B E R D A T A : P A S A R A N B E B A S D A E R A H : KOTA SEMARANG

EDISI Maret 2013

HARGA HPS NO. J E N I S B A H A N SATUAN MINIMUM MAKSIMUM KET.

(Rp) (Rp)

1 P e k e r j a Hr 42,500 42,500 2 M a n d o r Hr 52,500 52,500 3 T u k a n g l i s t r i k Hr 57,500 57,500 4 T u k a n g k a y u Hr 57,500 57,500 5 K e p . t k . k a y u Hr 62,500 62,500 6 T u k a n g b a t u Hr 57,500 57,500 7 K e p . t k . b a t u Hr 62,500 62,500 8 T u k a n g b e s i Hr 57,500 57,500 9 K e p . t k . b e s i Hr 62,500 62,500 10 T u k a n g c a t Hr 57,500 57,500 11 K e p . t k . c a t Hr 62,500 62,500 12 T u k a n g p l i t u r Hr 57,500 57,500 13 T u k a n g j a l a n Hr 42,500 42,500 14 T u k a n g g a l i Hr 42,500 42,500 15 Tukang masak aspal Hr 42,500 42,500 16 T k . l e i d e n g Hr 57,500 57,500 17 M a s i n i s Hr 112,500 112,500 18 P e m b . M a s i n i s Hr 45,000 45,000 19 P e n j a g a a p i Hr 47,500 47,500 20 P e n j a g a m a l a m Hr 42,500 42,500 21 Sopir Hr 65,000 65,000 22 Pembantu Sopir Hr 42,500 42,500

document.xls 365 Upah 2013

HARGA MARET 2013 MINIMUM MAKSIMUM RATA-RATA

(Rp) (Rp) (Rp)

40,000 45,000 42,500 50,000 55,000 52,500 55,000 60,000 57,500 55,000 60,000 57,500 60,000 65,000 62,500 55,000 60,000 57,500 60,000 65,000 62,500 55,000 60,000 57,500 60,000 65,000 62,500 55,000 60,000 57,500 60,000 65,000 62,500 55,000 60,000 57,500 40,000 45,000 42,500 40,000 45,000 42,500 40,000 45,000 42,500 55,000 60,000 57,500 100,000 125,000 112,500 40,000 50,000 45,000 45,000 50,000 47,500 40,000 45,000 42,500 60,000 70,000 65,000 40,000 45,000 42,500

No. SNI KODE KOEF SAT. URAIAN PAKERJAAN

I 2835 - 2002 PEKERJAAN PERSIAPAN

6.2 1 m' Pagar Sementara dari Seng Gelombang Tinggi 2,00 m

6.2.1 Bahan

1.25 Btg Kayu Dolken diameter 8 - 10 / 400 cm

2.5 Kg Portalnd Semen

1.2 Lbr Seng Gelombang 3" - 5"

0.005 m3 Pasir Beton

0.009 m3 Koral Beton

0.072 m3 Kayu 5/7X4m Kayu Kruing

0.06 Kg Paku Biasa 2" - 5"

0.45 Kg Meni Besi

6.2.2 Tenaga

0.2 OH Tukang Kayu

0.4 OH Pekerja

0.02 OH Kepala Tukang

0.02 OH Mandor

6.4 1 m' Pengukuran dan Pemasangan Bouwplank

6.4.1 Bahan

0.012 m3 Kayu 5/7 Kayu Kruing

0.02 Kg Paku Biasa 2" - 5"

0.007 m3 Kayu Papan 3/20 Kruing

6.4.2 Tenaga

0.1 OH Tukang Kayu

0.1 OH Pekerja

0.01 OH Kepala Tukang

0.005 OH Mandor

6.5 1 m2 Pembuatan Kantor Sementara dg Lantai Plesteran

6.5.1 Bahan

1.25 Btg Kayu Dolken Ø 8 - 10 / 4 m

0.18 m3 Kayu

0.85 Kg Paku Biasa 2" - 5"

1.1 Kg Besi Strip

35 Kg Portland Sement

0.15 m3 Pasir pasang

0.1 m3 Pasir Beton

0.15 m3 Koral Beton

30 buah Batu bata Merah

0.25 Lbr Seng Plat

2 buah Jendela Naco

0.08 m2 Kaca Polos

0.15 buah Kunci Tanam

0.3 buah Engsel

0.06 Lbr Plywood 4 mm

6.5.2 Tenaga

2 OH Tukang Kayu

1 OH Tukang Batu

2 OH Pekerja

0.3 OH Kepala Tukang

0.05 OH Mandor

6.6 1 m2 Pembuatan Gudang Semen dan Alat-alat

6.6.1 Bahan

1.7 Btg Kayu Dolken diameter 8 - 10 / 400 cm

0.21 m3 Kayu

0.3 Kg Paku Biasa 2" - 5"

10.5 Kg Portland Semen

0.03 m3 Pasir Beton

0.05 m3 Koral Beton

1.5 Lbr Seng Gelombang BJLS 32

6.6.2 Tenaga

2 OH Tukang Kayu

1 OH Pekerja

0.2 OH Kepala Tukang

0.05 OH Mandor

6.8 1 m2 Membersihkan Lapangan dan Perataan

6.8.2 Tenaga

0.1 OH Pekerja

0.05 OH Mandor

6.11 1 m2 Pembuatan Steger dari Bambu Uk. 40 x 50 x 20 cm

6.11.1 Bahan

1 Btg Bambu diameter 6 - 8 / 600 cm

0.25 Kg Tali Ijuk

6.11.2 Tenaga

0.17 OH Tukang Kayu

0.25 OH Pekerja

0.002 OH Kepala Tukang

0.0013 OH Mandor

6.13 1 m3 Bongkaran Beton Bertulang

6.13.2 Tenaga

6.667 OH Pekerja

0.333 OH Mandor

6.14 1 m3 Bongkaran Dinding Tembok Bata Merah

6.14.2 Tenaga

6.667 OH Pekerja

0.033 OH Mandor

HARGA BAHAN/UPAH JUMLAH MINIMUM MAKSIMUM MINIMUM

Rp Rp Rp

Pagar Sementara dari Seng Gelombang Tinggi 2,00 m 514,935.63

484,135.63

19,000.00 19,000.00 23,750.00

1,256.25 1,256.25 3,140.63

66,000.00 66,000.00 79,200.00

202,500.00 202,500.00 1,012.50

127,500.00 127,500.00 1,147.50

5,100,000.00 5,100,000.00 367,200.00

13,500.00 13,500.00 810.00

17,500.00 17,500.00 7,875.00

30,800.00

57,500.00 57,500.00 11,500.00

42,500.00 42,500.00 17,000.00

62,500.00 62,500.00 1,250.00

52,500.00 52,500.00 1,050.00

108,757.50

97,870.00

5,100,000.00 5,100,000.00 61,200.00

13,500.00 13,500.00 270.00

5,200,000.00 5,200,000.00 36,400.00

10,887.50

57,500.00 57,500.00 5,750.00

42,500.00 42,500.00 4,250.00

62,500.00 62,500.00 625.00

52,500.00 52,500.00 262.50

Pembuatan Kantor Sementara dg Lantai Plesteran 818,686.25

539,811.25

19,000.00 19,000.00 23,750.00

1,825,000.00 1,825,000.00 328,500.00

13,500.00 13,500.00 11,475.00

13,850.00 13,850.00 15,235.00

1,256.25 1,256.25 43,968.75

135,000.00 135,000.00 20,250.00

202,500.00 202,500.00 20,250.00

127,500.00 127,500.00 19,125.00

460.00 460.00 13,800.00

23,500.00 23,500.00 5,875.00

10,750.00 10,750.00 21,500.00

59,000.00 59,000.00 4,720.00

50,000.00 50,000.00 7,500.00

2,375.00 2,375.00 712.50

52,500.00 52,500.00 3,150.00

278,875.00

57,500.00 57,500.00 115,000.00

57,500.00 57,500.00 57,500.00

42,500.00 42,500.00 85,000.00

62,500.00 62,500.00 18,750.00

52,500.00 52,500.00 2,625.00

714,840.63

542,215.63

19,000.00 19,000.00 32,300.00

1,825,000.00 1,825,000.00 383,250.00

13,500.00 13,500.00 4,050.00

1,256.25 1,256.25 13,190.63

135,000.00 135,000.00 4,050.00

127,500.00 127,500.00 6,375.00

66,000.00 66,000.00 99,000.00

172,625.00

57,500.00 57,500.00 115,000.00

42,500.00 42,500.00 42,500.00

62,500.00 62,500.00 12,500.00

52,500.00 52,500.00 2,625.00

6,875.00

6,875.00

42,500.00 42,500.00 4,250.00

52,500.00 52,500.00 2,625.00

Pembuatan Steger dari Bambu Uk. 40 x 50 x 20 cm 36,843.25

16,250.00

11,500.00 11,500.00 11,500.00

19,000.00 19,000.00 4,750.00

20,593.25

57,500.00 57,500.00 9,775.00

42,500.00 42,500.00 10,625.00

62,500.00 62,500.00 125.00

52,500.00 52,500.00 68.25

300,830.00

300,830.00

42,500.00 42,500.00 283,347.50

52,500.00 52,500.00 17,482.50

285,080.00

285,080.00

42,500.00 42,500.00 283,347.50

52,500.00 52,500.00 1,732.50

JUMLAH MAKSIMUM

Rp

514,935.63

484,135.63

23,750.00

3,140.63

79,200.00

1,012.50

1,147.50

367,200.00

810.00

7,875.00

30,800.00

11,500.00

17,000.00

1,250.00

1,050.00

108,757.50

97,870.00

61,200.00

270.00

36,400.00

10,887.50

5,750.00

4,250.00

625.00

262.50

818,686.25

539,811.25

23,750.00

328,500.00

11,475.00

15,235.00

43,968.75

20,250.00

20,250.00

19,125.00

13,800.00

5,875.00

21,500.00

4,720.00

7,500.00

712.50

3,150.00

278,875.00

115,000.00

57,500.00

85,000.00

18,750.00

2,625.00

714,840.63

542,215.63

32,300.00

383,250.00

4,050.00

13,190.63

4,050.00

6,375.00

99,000.00

172,625.00

115,000.00

42,500.00

12,500.00

2,625.00

6,875.00

6,875.00

4,250.00

2,625.00

36,843.25

16,250.00

11,500.00

4,750.00

20,593.25

9,775.00

10,625.00

125.00

68.25

300,830.00

300,830.00

283,347.50

17,482.50

285,080.00

285,080.00

283,347.50

1,732.50

ABK Pek.Persiapan

I - 25

document.xls

D A F T A R A N A L I S A P E K E R J A A N

S U M B E R D A T A : P A S A R A N B E B A SD A E R A H : KOTA SEMARANG

EDISI Maret 2013

HARGA BAHAN/UPAH JUMLAH

No. SNI KODE KOEF SAT. URAIAN PAKERJAAN MINIMUM MAKSIMUM MINIMUM MAKSIMUMRp Rp Rp Rp

I 2835 - 2002 PEKERJAAN PERSIAPAN

6.2 1 m' Pagar Sementara dari Seng Gelombang Tinggi 2,00 m 507,060.63 507,060.63

6.2.1 Bahan 476,260.63 476,260.63

1.25 Btg Kayu Dolken diameter 8 - 10 / 400 cm 19,000.00 19,000.00 23,750.00 23,750.00

2.5 Kg Portalnd Semen 1,256.25 1,256.25 3,140.63 3,140.63

1.2 Lbr Seng Gelombang 3" - 5" 66,000.00 66,000.00 79,200.00 79,200.00

0.005 m3 Pasir Beton 202,500.00 202,500.00 1,012.50 1,012.50

0.009 m3 Koral Beton 127,500.00 127,500.00 1,147.50 1,147.50

0.072 m3 Kayu 5/7X4m Kayu Kruing 5,100,000.00 5,100,000.00 367,200.00 367,200.00

0.06 Kg Paku Biasa 2" - 5" 13,500.00 13,500.00 810.00 810.00

0.45 Kg Meni Besi 17,500.00 17,500.00 7,875.00 7,875.00

6.2.2 Tenaga 30,800.00 30,800.00

0.2 OH Tukang Kayu 57,500.00 57,500.00 11,500.00 11,500.00

0.4 OH Pekerja 42,500.00 42,500.00 17,000.00 17,000.00

0.02 OH Kepala Tukang 62,500.00 62,500.00 1,250.00 1,250.00

0.02 OH Mandor 52,500.00 52,500.00 1,050.00 1,050.00

6.4 1 m' Pengukuran dan Pemasangan Bouwplank 108,757.50 108,757.50

6.4.1 Bahan 97,870.00 97,870.00

0.012 m3 Kayu 5/7 Kayu Kruing 5,100,000.00 5,100,000.00 61,200.00 61,200.00

0.02 Kg Paku Biasa 2" - 5" 13,500.00 13,500.00 270.00 270.00

0.007 m3 Kayu Papan 3/20 Kruing 5,200,000.00 5,200,000.00 36,400.00 36,400.00

6.4.2 Tenaga 10,887.50 10,887.50

0.1 OH Tukang Kayu 57,500.00 57,500.00 5,750.00 5,750.00

0.1 OH Pekerja 42,500.00 42,500.00 4,250.00 4,250.00

0.01 OH Kepala Tukang 62,500.00 62,500.00 625.00 625.00

0.005 OH Mandor 52,500.00 52,500.00 262.50 262.50

6.5 1 m2 Pembuatan Kantor Sementara dg Lantai Plesteran 818,686.25 818,686.25

6.5.1 Bahan 539,811.25 539,811.25

1.25 Btg Kayu Dolken Ø 8 - 10 / 4 m 19,000.00 19,000.00 23,750.00 23,750.00

0.18 m3 Kayu 1,825,000.00 1,825,000.00 328,500.00 328,500.00

0.85 Kg Paku Biasa 2" - 5" 13,500.00 13,500.00 11,475.00 11,475.00

1.1 Kg Besi Strip 13,850.00 13,850.00 15,235.00 15,235.00

35 Kg Portland Sement 1,256.25 1,256.25 43,968.75 43,968.75

0.15 m3 Pasir pasang 135,000.00 135,000.00 20,250.00 20,250.00

0.1 m3 Pasir Beton 202,500.00 202,500.00 20,250.00 20,250.00

0.15 m3 Koral Beton 127,500.00 127,500.00 19,125.00 19,125.00

30 buah Batu bata Merah 460.00 460.00 13,800.00 13,800.00

0.25 Lbr Seng Plat 23,500.00 23,500.00 5,875.00 5,875.00

2 buah Jendela Naco 10,750.00 10,750.00 21,500.00 21,500.00

0.08 m2 Kaca Polos 59,000.00 59,000.00 4,720.00 4,720.00

0.15 buah Kunci Tanam 50,000.00 50,000.00 7,500.00 7,500.00

0.3 buah Engsel 2,375.00 2,375.00 712.50 712.50

0.06 Lbr Plywood 4 mm 52,500.00 52,500.00 3,150.00 3,150.00

6.5.2 Tenaga 278,875.00 278,875.00

2 OH Tukang Kayu 57,500.00 57,500.00 115,000.00 115,000.00

1 OH Tukang Batu 57,500.00 57,500.00 57,500.00 57,500.00

2 OH Pekerja 42,500.00 42,500.00 85,000.00 85,000.00

0.3 OH Kepala Tukang 62,500.00 62,500.00 18,750.00 18,750.00

0.05 OH Mandor 52,500.00 52,500.00 2,625.00 2,625.00

6.6 1 m2 Pembuatan Gudang Semen dan Alat-alat 714,840.63 714,840.63

6.6.1 Bahan 542,215.63 542,215.63

1.7 Btg Kayu Dolken diameter 8 - 10 / 400 cm 19,000.00 19,000.00 32,300.00 32,300.00

0.21 m3 Kayu 1,825,000.00 1,825,000.00 383,250.00 383,250.00

0.3 Kg Paku Biasa 2" - 5" 13,500.00 13,500.00 4,050.00 4,050.00

10.5 Kg Portland Semen 1,256.25 1,256.25 13,190.63 13,190.63

0.03 m3 Pasir Beton 135,000.00 135,000.00 4,050.00 4,050.00

0.05 m3 Koral Beton 127,500.00 127,500.00 6,375.00 6,375.00

1.5 Lbr Seng Gelombang BJLS 32 66,000.00 66,000.00 99,000.00 99,000.00

6.6.2 Tenaga 172,625.00 172,625.00

2 OH Tukang Kayu 57,500.00 57,500.00 115,000.00 115,000.00

1 OH Pekerja 42,500.00 42,500.00 42,500.00 42,500.00

0.2 OH Kepala Tukang 62,500.00 62,500.00 12,500.00 12,500.00

0.05 OH Mandor 52,500.00 52,500.00 2,625.00 2,625.00

ABK Pek.Persiapan

I - 26

document.xls

HARGA BAHAN/UPAH JUMLAH

No. SNI KODE KOEF SAT. URAIAN PAKERJAAN MINIMUM MAKSIMUM MINIMUM MAKSIMUMRp Rp Rp Rp

6.8 1 m2 Membersihkan Lapangan dan Perataan 6,875.00 6,875.00

6.8.2 Tenaga 6,875.00 6,875.00

0.1 OH Pekerja 42,500.00 42,500.00 4,250.00 4,250.00

0.05 OH Mandor 52,500.00 52,500.00 2,625.00 2,625.00

6.11 1 m2 Pembuatan Steger dari Bambu Uk. 40 x 50 x 20 cm 36,843.25 36,843.25

6.11.1 Bahan 16,250.00 16,250.00

1 Btg Bambu diameter 6 - 8 / 600 cm 11,500.00 11,500.00 11,500.00 11,500.00

0.25 Kg Tali Ijuk 19,000.00 19,000.00 4,750.00 4,750.00

6.11.2 Tenaga 20,593.25 20,593.25

0.17 OH Tukang Kayu 57,500.00 57,500.00 9,775.00 9,775.00

0.25 OH Pekerja 42,500.00 42,500.00 10,625.00 10,625.00

0.002 OH Kepala Tukang 62,500.00 62,500.00 125.00 125.00

0.0013 OH Mandor 52,500.00 52,500.00 68.25 68.25

6.13 1 m3 Bongkaran Beton Bertulang 300,830.00 300,830.00

6.13.2 Tenaga 300,830.00 300,830.00

6.667 OH Pekerja 42,500.00 42,500.00 283,347.50 283,347.50

0.333 OH Mandor 52,500.00 52,500.00 17,482.50 17,482.50

6.14 1 m3 Bongkaran Dinding Tembok Bata Merah 285,080.00 285,080.00

6.14.2 Tenaga 285,080.00 285,080.00

6.667 OH Pekerja 42,500.00 42,500.00 283,347.50 283,347.50

0.033 OH Mandor 52,500.00 52,500.00 1,732.50 1,732.50

No. SNI KODE KOEF SAT. URAIAN PAKERJAAN

II 2835 - 2008 PEKERJAAN TANAH

6.1 1 m3 Menggali Tanah Biasa Sedalam 1 m6.1.2 Tenaga

0.75 OH Pekerja 0.025 OH Mandor

6.2 1 m3 Menggali Tanah Biasa Sedalam 2 m6.2.2 Tenaga

0.90 OH Pekerja 0.045 OH Mandor

6.3 1 m3 Menggali Tanah Biasa Sedalam 3 m6.3.2 Tenaga

1.05 OH Pekerja 0.067 OH Mandor

6.4 1 m3 Menggali Tanah Keras Sedalam 1 m6.4.2 Tenaga

1.000 OH Pekerja 0.032 OH Mandor

6.5 1 m3 Menggali Tanah Cadas Sedalam 1 m6.5.2 Tenaga

1.50 OH Pekerja 0.060 OH Mandor

6.6 1 m3 Menggali Tanah Lumpur Sedalam 1 m6.6.2 Tenaga

1.200 OH Pekerja 0.045 OH Mandor

6.7 1 m2 Mengerjakan Striping Tebing Setinggi 1 m6.7.2 Tenaga

0.05 OH Pekerja 0.005 OH Mandor

6.8 1 m3 MembuangTanah sejauh 30 m'6.8.2 Tenaga

0.330 OH Pekerja 0.010 OH Mandor

6.9 1 m3 Urugan Kembali (dihitung 1/3 kali indeks pekerjaan galian)

6.10 1 m3 Pemadatan Tanah (per 20 cm)6.10.2 Tenaga

0.5 OH Pekerja 0.05 OH Mandor

6.11 1 m3 Urugan Pasir6.11.1 Bahan

1.2 m3 Pasir Urug

6.11.2 Tenaga 0.3 OH Pekerja 0.01 OH Mandor

6.12 1 m3 Lapisan Pudel Cmp. 1Kp : 3Ps : 7TL6.12.1 Bahan

0.40 m3 Pasir Pasang 0.135 m3 Kapur Padam 0.948 m3 Tanah Liat

6.12.2 Tenaga 0.800 OH Pekerja 0.400 OH Tukang Batu 0.04 OH Kepala Tukang 0.080 OH Mandor

6.14 1 m2 Pemasangan Lapisan Ijuk tebal 10 cm6.14.1 Bahan

6.0 kg Ijuk

6.14.2 Tenaga 0.15 OH Pekerja 0.015 OH Mandor

6.15 1 m3 Mengurug Sirtu Padat untuk Peninggian Lantai Bangunan6.15.1 Bahan

1.2 m3 Sirtu

6.15.2 Tenaga 0.25 OH Pekerja 0.025 OH Mandor

HARGA BAHAN/UPAH JUMLAH MINIMUM MAKSIMUM MINIMUM

Rp Rp Rp

33,187.50 33,187.50

42,500.00 42,500.00 31,875.00 52,500.00 52,500.00 1,312.50

40,612.50 40,612.50

42,500.00 42,500.00 38,250.00 52,500.00 52,500.00 2,362.50

48,142.50 48,142.50

42,500.00 42,500.00 44,625.00 52,500.00 52,500.00 3,517.50

44,180.00 44,180.00

42,500.00 42,500.00 42,500.00 52,500.00 52,500.00 1,680.00

66,900.00 66,900.00

42,500.00 42,500.00 63,750.00 52,500.00 52,500.00 3,150.00

53,362.50 53,362.50

42,500.00 42,500.00 51,000.00 52,500.00 52,500.00 2,362.50

2,387.50 2,387.50

42,500.00 42,500.00 2,125.00 52,500.00 52,500.00 262.50

14,550.00 14,550.00

42,500.00 42,500.00 14,025.00 52,500.00 52,500.00 525.00

Urugan Kembali (dihitung 1/3 kali indeks pekerjaan galian)

23,875.00 23,875.00

42,500.00 42,500.00 21,250.00 52,500.00 52,500.00 2,625.00

154,275.00 141,000.00

117,500.00 117,500.00 141,000.00

13,275.00 42,500.00 42,500.00 12,750.00 52,500.00 52,500.00 525.00

184,330.00 120,630.00

135,000.00 135,000.00 54,000.00 160,000.00 160,000.00 21,600.00

47,500.00 47,500.00 45,030.00

63,700.00 42,500.00 42,500.00 34,000.00 57,500.00 57,500.00 23,000.00 62,500.00 62,500.00 2,500.00 52,500.00 52,500.00 4,200.00

121,162.50 19,000.00 19,000.00 114,000.00 19,000.00 19,000.00 114,000.00

7,162.50 42,500.00 42,500.00 6,375.00 52,500.00 52,500.00 787.50

Mengurug Sirtu Padat untuk Peninggian Lantai Bangunan 233,937.50 222,000.00

185,000.00 185,000.00 222,000.00

11,937.50 42,500.00 42,500.00 10,625.00 52,500.00 52,500.00 1,312.50

JUMLAH MAKSIMUM

Rp

33,187.50 33,187.50 31,875.00 1,312.50

40,612.50 40,612.50 38,250.00 2,362.50

48,142.50 48,142.50 44,625.00 3,517.50

44,180.00 44,180.00 42,500.00 1,680.00

66,900.00 66,900.00 63,750.00 3,150.00

53,362.50 53,362.50 51,000.00 2,362.50

2,387.50 2,387.50 2,125.00 262.50

14,550.00 14,550.00 14,025.00 525.00

23,875.00 23,875.00 21,250.00 2,625.00

154,275.00 141,000.00 141,000.00

13,275.00 12,750.00 525.00

184,330.00 120,630.00 54,000.00 21,600.00 45,030.00

63,700.00 34,000.00 23,000.00 2,500.00 4,200.00

121,162.50 114,000.00 114,000.00

7,162.50 6,375.00 787.50

233,937.50 222,000.00 222,000.00

11,937.50 10,625.00 1,312.50

ABK Pek.Tanah II - 33 document.xls

HARGA BAHAN/UPAH JUMLAH No. SNI KODE KOEF SAT. URAIAN PAKERJAAN MINIMUM MAKSIMUM MINIMUM MAKSIMUM

Rp Rp Rp Rp

II 2835 - 2008 PEKERJAAN TANAH

6.1 1 m3 Menggali Tanah Biasa Sedalam 1 m 33,187.50 33,187.50 6.1.2 Tenaga 33,187.50 33,187.50

0.75 OH Pekerja 42,500.00 42,500.00 31,875.00 31,875.00 0.025 OH Mandor 52,500.00 52,500.00 1,312.50 1,312.50

6.2 1 m3 Menggali Tanah Biasa Sedalam 2 m 40,612.50 40,612.50 6.2.2 Tenaga 40,612.50 40,612.50

0.90 OH Pekerja 42,500.00 42,500.00 38,250.00 38,250.00 0.045 OH Mandor 52,500.00 52,500.00 2,362.50 2,362.50

6.3 1 m3 Menggali Tanah Biasa Sedalam 3 m 48,142.50 48,142.50 6.3.2 Tenaga 48,142.50 48,142.50

1.05 OH Pekerja 42,500.00 42,500.00 44,625.00 44,625.00 0.067 OH Mandor 52,500.00 52,500.00 3,517.50 3,517.50

6.4 1 m3 Menggali Tanah Keras Sedalam 1 m 44,180.00 44,180.00 6.4.2 Tenaga 44,180.00 44,180.00

1.000 OH Pekerja 42,500.00 42,500.00 42,500.00 42,500.00 0.032 OH Mandor 52,500.00 52,500.00 1,680.00 1,680.00

6.5 1 m3 Menggali Tanah Cadas Sedalam 1 m 66,900.00 66,900.00 6.5.2 Tenaga 66,900.00 66,900.00

1.50 OH Pekerja 42,500.00 42,500.00 63,750.00 63,750.00 0.060 OH Mandor 52,500.00 52,500.00 3,150.00 3,150.00

6.6 1 m3 Menggali Tanah Lumpur Sedalam 1 m 53,362.50 53,362.50 6.6.2 Tenaga 53,362.50 53,362.50

1.200 OH Pekerja 42,500.00 42,500.00 51,000.00 51,000.00 0.045 OH Mandor 52,500.00 52,500.00 2,362.50 2,362.50

6.7 1 m2 Mengerjakan Striping Tebing Setinggi 1 m 2,387.50 2,387.50 6.7.2 Tenaga 2,387.50 2,387.50

0.05 OH Pekerja 42,500.00 42,500.00 2,125.00 2,125.00 0.005 OH Mandor 52,500.00 52,500.00 262.50 262.50

6.8 1 m3 MembuangTanah sejauh 30 m' 14,550.00 14,550.00 6.8.2 Tenaga 14,550.00 14,550.00

0.330 OH Pekerja 42,500.00 42,500.00 14,025.00 14,025.00 0.010 OH Mandor 52,500.00 52,500.00 525.00 525.00

6.9 1 m3 Urugan Kembali (dihitung 1/3 kali indeks pekerjaan galian)

6.10 1 m3 Pemadatan Tanah (per 20 cm) 23,875.00 23,875.00 6.10.2 Tenaga 23,875.00 23,875.00

0.5 OH Pekerja 42,500.00 42,500.00 21,250.00 21,250.00 0.05 OH Mandor 52,500.00 52,500.00 2,625.00 2,625.00

6.11 1 m3 Urugan Pasir 154,275.00 154,275.00 6.11.1 Bahan 141,000.00 141,000.00

1.2 m3 Pasir Urug 117,500.00 117,500.00 141,000.00 141,000.00

6.11.2 Tenaga 13,275.00 13,275.00 0.3 OH Pekerja 42,500.00 42,500.00 12,750.00 12,750.00 0.01 OH Mandor 52,500.00 52,500.00 525.00 525.00

6.12 1 m3 Lapisan Pudel Cmp. 1Kp : 3Ps : 7TL 192,092.50 192,092.50 6.12.1 Bahan 128,392.50 128,392.50

0.40 m3 Pasir Pasang 135,000.00 135,000.00 54,000.00 54,000.00 0.135 m3 Kapur Padam 217,500.00 217,500.00 29,362.50 29,362.50 0.948 m3 Tanah Liat 47,500.00 47,500.00 45,030.00 45,030.00

6.12.2 Tenaga 63,700.00 63,700.00 0.800 OH Pekerja 42,500.00 42,500.00 34,000.00 34,000.00 0.400 OH Tukang Batu 57,500.00 57,500.00 23,000.00 23,000.00 0.04 OH Kepala Tukang 62,500.00 62,500.00 2,500.00 2,500.00 0.080 OH Mandor 52,500.00 52,500.00 4,200.00 4,200.00

6.14 1 m2 Pemasangan Lapisan Ijuk tebal 10 cm 121,162.50 121,162.50 6.14.1 Bahan 19,000.00 19,000.00 114,000.00 114,000.00

6.0 kg Ijuk 19,000.00 19,000.00 114,000.00 114,000.00

6.14.2 Tenaga 7,162.50 7,162.50 0.15 OH Pekerja 42,500.00 42,500.00 6,375.00 6,375.00 0.015 OH Mandor 52,500.00 52,500.00 787.50 787.50

6.15 1 m3 Mengurug Sirtu Padat untuk Peninggian Lantai Bangunan 233,937.50 233,937.50 6.15.1 Bahan 222,000.00 222,000.00

1.2 m3 Sirtu 185,000.00 185,000.00 222,000.00 222,000.00

6.15.2 Tenaga 11,937.50 11,937.50 0.25 OH Pekerja 42,500.00 42,500.00 10,625.00 10,625.00 0.025 OH Mandor 52,500.00 52,500.00 1,312.50 1,312.50

No. SNI KODE KOEF SAT. URAIAN PAKERJAAN

III 2836 - 2008 PEKERJAAN PONDASI

6.1 1 m3 Memasang Pondasi Batu Kali 1Pc : 3 PP 6.1.1 Bahan

1.2 m3 Batu Belah 15/20 202 Kg Portland Sement 0.485 m3 Pasir Pasang

6.1.2 Tenaga 1.5 OH Pekerja 0.6 OH Tukang Batu 0.06 OH Kepala Tukang 0.075 OH Mandor

6.2 1 m3 Memasang Pondasi Batu Kali 1Pc : 4 PP 6.2.1 Bahan

1.2 m3 Batu Belah 15/20 163 Kg Portland Sement 0.52 m3 Pasir Pasang

6.2.2 Tenaga1.500 OH Pekerja0.750 OH Tukang Batu0.075 OH Kepala Tukang0.075 OH Mandor

6.3 1 m3 Memasang Pondasi Batu Kali 1Pc : 5 PP 6.3.1 Bahan

1.2 m3 Batu Belah 15/20 136 Kg Portland Sement 0.544 m3 Pasir Pasang

6.3.2 Tenaga1.500 OH Pekerja0.750 OH Tukang Batu0.075 OH Kepala Tukang0.075 OH Mandor

6.4 1 m3 Memasang Pondasi Batu Kali 1Pc : 6 PP 6.4.1 Bahan

1.2 m3 Batu Belah 15/20 117 Kg Portland Sement 0.561 m3 Pasir Pasang

6.4.2 Tenaga1.500 OH Pekerja0.750 OH Tukang Batu0.075 OH Kepala Tukang0.075 OH Mandor

6.5 1 m3 Memasang Pondasi Batu Kali 1Pc : 8 PP 6.5.1 Bahan

1.2 m3 Batu Belah 15/20 91 Kg Portland Sement 0.584 m3 Pasir Pasang

6.5.2 Tenaga1.500 OH Pekerja0.750 OH Tukang Batu0.075 OH Kepala Tukang0.075 OH Mandor

6.6 1 m3 Memasang Pondasi Batu Kali 1Kp : 1Sm : 2Pp6.6.1 Bahan

1.2 m3 Batu Belah 15/200.17 m3 Kapur Pasang (KP)

0.17 Kg Semen Merah (SM) 0.340 m3 Pasir Pasang

6.6.2 Tenaga1.500 OH Pekerja0.750 OH Tukang Batu0.075 OH Kepala Tukang0.075 OH Mandor

6.7 1 m3 Memasang Pondasi Batu Kali, 1 Pc : 3 Kp : 10 PP6.7.1 Bahan

1.2 m3 Batu Belah 15/20 61 kg Portland Sement 0.147 m3 Kapur Pasang 0.492 m3 Pasir

6.7.2 Tenaga. 1.500 OH Pekerja

0.750 OH Tukang Batu0.075 OH Kepala Tukang0.075 OH Mandor

6.8 1 m36.8.1 Bahan

Memasang Pondasi Batu Kali, ¼ Pc : 1Kp : 4 PP

1.2 m3 Batu Belah 15/20 41 kg Portland Sement 0.131 m3 Kapur Pasang 0.492 m3 Pasir

6.8.2 Tenaga. 1.500 OH Pekerja

0.750 OH Tukang Batu0.075 OH Kepala Tukang0.075 OH Mandor

6.9 1 m3 Pasang Pondasi Batu Kosong6.9.1 Bahan

1.2 m3 Batu Belah 15/20 0.432 m3 Pasir Urug

6.9.2 Tenaga. 0.78 OH Pekerja

0.39 OH Tukang Batu 0.039 OH Kepala Tukang 0.039 OH Mandor

6.10 1 m3 Pasang Pondasi Siklop, 60% Beton Camp. 1PC : 2PB : 3KR & 40% Batu Belah6.10.1 Bahan

0.480 m3 Batu Belah 15/20 cm 126 Kg Besi Beton 194 Kg Portland Semen 0.312 m3 Pasir Beton 0.468 m3 Koral Beton 1.8 Kg Kawat Beton

6.10.2 Tenaga3.400 OH Pekerja0.850 OH Tukang Batu0.085 OH Kepala Tukang0.150 OH Mandor

6.11 1 m3 Pasang Pondasi Sumuran diameter 100 cm 6.11.1 Bahan

0.45 m3 Batu Belah 15/20 cm 194 Kg Portland Semen 0.312 m3 Pasir Beton 0.468 m3 Koral Beton

6.11.2 Tenaga 2.40 OH Pekerja 0.8 OH Tukang Batu

0.08 OH Kepala Tukang0.119 OH Mandor

HARGA BAHAN/UPAH JUMLAH MINIMUM MAKSIMUM MINIMUM

Rp Rp Rp

605,175.00 499,237.50

150,000.00 150,000.00 180,000.00 1,256.25 1,256.25 253,762.50

135,000.00 135,000.00 65,475.00

105,937.50 42,500.00 42,500.00 63,750.00 57,500.00 57,500.00 34,500.00 62,500.00 62,500.00 3,750.00 52,500.00 52,500.00 3,937.50

570,468.75 454,968.75

150,000.00 150,000.00 180,000.00 1,256.25 1,256.25 204,768.75

135,000.00 135,000.00 70,200.00

115,500.00 42,500.00 42,500.00 63,750.00 57,500.00 57,500.00 43,125.00 62,500.00 62,500.00 4,687.50 52,500.00 52,500.00 3,937.50

539,790.00 424,290.00

150,000.00 150,000.00 180,000.00 1,256.25 1,256.25 170,850.00

135,000.00 135,000.00 73,440.00

115,500.00 42,500.00 42,500.00 63,750.00 57,500.00 57,500.00 43,125.00 62,500.00 62,500.00 4,687.50 52,500.00 52,500.00 3,937.50

518,216.25 402,716.25

150,000.00 150,000.00 180,000.00 1,256.25 1,256.25 146,981.25

135,000.00 135,000.00 75,735.00

115,500.00 42,500.00 42,500.00 63,750.00 57,500.00 57,500.00 43,125.00 62,500.00 62,500.00 4,687.50 52,500.00 52,500.00 3,937.50

488,658.75 373,158.75

150,000.00 150,000.00 180,000.00 1,256.25 1,256.25 114,318.75

135,000.00 135,000.00 78,840.00

115,500.00 42,500.00 42,500.00 63,750.00 57,500.00 57,500.00 43,125.00 62,500.00 62,500.00 4,687.50 52,500.00 52,500.00 3,937.50

Memasang Pondasi Batu Kali 1Kp : 1Sm : 2Pp 405,575.00 290,075.00

150,000.00 150,000.00 180,000.00 217,500.00 217,500.00 36,975.00 160,000.00 160,000.00 27,200.00

135,000.00 135,000.00 45,900.00

115,500.00 42,500.00 42,500.00 63,750.00 57,500.00 57,500.00 43,125.00 62,500.00 62,500.00 4,687.50 52,500.00 52,500.00 3,937.50

Memasang Pondasi Batu Kali, 1 Pc : 3 Kp : 10 PP 470,523.75 355,023.75

150,000.00 150,000.00 180,000.00 1,256.25 1,256.25 76,631.25

217,500.00 217,500.00 31,972.50 135,000.00 135,000.00 66,420.00

115,500.00 42,500.00 42,500.00 63,750.00 57,500.00 57,500.00 43,125.00 62,500.00 62,500.00 4,687.50 52,500.00 52,500.00 3,937.50

441,918.75 326,418.75

¼ Pc : 1Kp : 4 PP

150,000.00 150,000.00 180,000.00 1,256.25 1,256.25 51,506.25

217,500.00 217,500.00 28,492.50 135,000.00 135,000.00 66,420.00

115,500.00 42,500.00 42,500.00 63,750.00 57,500.00 57,500.00 43,125.00 62,500.00 62,500.00 4,687.50 52,500.00 52,500.00 3,937.50

290,820.00 230,760.00

150,000.00 150,000.00 180,000.00 117,500.00 117,500.00 50,760.00

60,060.00 42,500.00 42,500.00 33,150.00 57,500.00 57,500.00 22,425.00 62,500.00 62,500.00 2,437.50 52,500.00 52,500.00 2,047.50

Pasang Pondasi Siklop, 60% Beton Camp. 1PC : 2PB : 3KR & 40% Batu Belah 1,978,925.00 1,772,362.50

150,000.00 150,000.00 72,000.00 10,350.00 10,350.00 1,304,100.00

1,256.25 1,256.25 243,712.50 202,500.00 202,500.00 63,180.00 127,500.00 127,500.00 59,670.00

16,500.00 16,500.00 29,700.00

206,562.50 42,500.00 42,500.00 144,500.00 57,500.00 57,500.00 48,875.00 62,500.00 62,500.00 5,312.50 52,500.00 52,500.00 7,875.00

Pasang Pondasi Sumuran diameter 100 cm 593,310.00 434,062.50

150,000.00 150,000.00 67,500.00 1,256.25 1,256.25 243,712.50

202,500.00 202,500.00 63,180.00 127,500.00 127,500.00 59,670.00

159,247.50 42,500.00 42,500.00 102,000.00 57,500.00 57,500.00 46,000.00

62,500.00 62,500.00 5,000.00 52,500.00 52,500.00 6,247.50

JUMLAH MAKSIMUM

Rp

605,175.00 499,237.50 180,000.00 253,762.50 65,475.00

105,937.50 63,750.00 34,500.00 3,750.00 3,937.50

570,468.75 454,968.75 180,000.00 204,768.75 70,200.00

115,500.00 63,750.00 43,125.00 4,687.50 3,937.50

539,790.00 424,290.00 180,000.00 170,850.00 73,440.00

115,500.00 63,750.00 43,125.00 4,687.50 3,937.50

518,216.25 402,716.25 180,000.00 146,981.25 75,735.00

115,500.00 63,750.00 43,125.00 4,687.50 3,937.50

488,658.75 373,158.75 180,000.00 114,318.75 78,840.00

115,500.00 63,750.00 43,125.00 4,687.50 3,937.50

405,575.00 290,075.00 180,000.00 36,975.00 27,200.00 45,900.00

115,500.00 63,750.00 43,125.00 4,687.50 3,937.50

470,523.75 355,023.75 180,000.00 76,631.25 31,972.50 66,420.00

115,500.00 63,750.00 43,125.00 4,687.50 3,937.50

441,918.75 326,418.75

180,000.00 51,506.25 28,492.50 66,420.00

115,500.00 63,750.00 43,125.00 4,687.50 3,937.50

290,820.00 230,760.00 180,000.00 50,760.00

60,060.00 33,150.00 22,425.00 2,437.50 2,047.50

1,978,925.00 1,772,362.50 72,000.00 1,304,100.00 243,712.50 63,180.00 59,670.00 29,700.00

206,562.50 144,500.00 48,875.00 5,312.50 7,875.00

593,310.00 434,062.50 67,500.00 243,712.50 63,180.00 59,670.00

159,247.50 102,000.00 46,000.00

5,000.00 6,247.50

No. SNI KODE KOEF SAT. URAIAN PAKERJAAN

IV 6897 - 2008 P E K E R J A A N D I N D I N G

6.1 1 m2 Memasang Dinding Bata Merah ukuran (5x11x22) cm Tebal 1 bata Camp. 1Pc : 2Pp6.1.1 Bahan

140 Buah Bata Merah43.5 Kg Portland Semen (PC)0.08 m3 Pasir Pasang (PP)

6.1.2 Tenaga0.6 OH Pekerja0.2 OH Tukang Batu

0.02 OH Kepala Tukang Batu0.03 OH Mandor

6.2 1 m2 Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 3PP6.2.1 Bahan

140 Buah Bata Merah32.95 Kg Portland Semen (PC)0.091 m3 Pasir Pasang (PP)

6.2.2 Tenaga0.6 OH Pekerja0.2 OH Tukang Batu

0.02 OH Kepala Tukang Batu0.03 OH Mandor

6.3 1 m2 Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 4PP6.3.1 Bahan

140 Buah Bata Merah26.55 Kg Portland Semen (PC)0.093 m3 Pasir Pasang (PP)

6.3.2 Tenaga0.6 OH Pekerja0.2 OH Tukang Batu

0.02 OH Kepala Tukang Batu0.03 OH Mandor

6.4 1 m2 Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 5PP6.4.1 Bahan

140 Buah Bata Merah22.2 Kg Portland Semen (PC)

0.102 m3 Pasir Pasang (PP)

6.4.2 Tenaga0.6 OH Pekerja0.2 OH Tukang Batu

0.02 OH Kepala Tukang Batu0.03 OH Mandor

6.5 1 m2 Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 6PP6.5.1 Bahan

140 Buah Bata Merah18.5 Kg Portland Semen (PC)

0.122 m3 Pasir Pasang (PP)

6.5.2 Tenaga0.6 OH Pekerja0.2 OH Tukang Batu

0.02 OH Kepala Tukang Batu0.03 OH Mandor

6.6 1 m2 Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 3 KP :10PP6.6.1 Bahan

140 Buah Bata Merah10.08 Kg Portland Semen (PC)

0.0925 m3 Pasir Pasang (PP)0.0275 m3 Kapur Pasang (KP)

6.6.2 Tenaga0.6 OH Pekerja0.2 OH Tukang Batu

0.02 OH Kepala Tukang Batu0.03 OH Mandor

6.7 1 m2 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 2PP6.7.1 Bahan

70 Buah Bata Merah 5 x 11 x 22 18.95 Kg Portland Semen 0.038 m3 Pasir Pasang

6.7.2 Tenaga 0.30 OH Pekerja 0.1 OH Tukang Batu 0.01 OH Kepala Tukang 0.015 OH Mandor

6.8 1 m2 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 3PP

6.8.1 Bahan 70 Buah Bata Merah 5 x 11 x 22 14.37 Kg Portland Semen 0.04 m3 Pasir Pasang

6.8.2 Tenaga 0.30 OH Pekerja 0.1 OH Tukang Batu 0.01 OH Kepala Tukang 0.015 OH Mandor

6.9 1 m2 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 4PP6.9.1 Bahan

70 Buah Bata Merah 5 x 11 x 22 11.50 Kg Portland Semen 0.043 m3 Pasir Pasang

6.9.2 Tenaga 0.30 OH Pekerja 0.1 OH Tukang Batu 0.01 OH Kepala Tukang 0.015 OH Mandor

6.10 1 m2 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 5PPBahan

6.10.1 70 Buah Bata Merah 5 x 11 x 22 9.68 Kg Portland Semen 0.045 m3 Pasir Pasang

6.10.2 Tenaga 0.30 OH Pekerja 0.1 OH Tukang Batu 0.01 OH Kepala Tukang 0.015 OH Mandor

6.11 1 m2 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 6PP6.11.1 Bahan

70 Buah Bata Merah 5 x 11 x 22 8.32 Kg Portland Semen

0.049 m3 Pasir Pasang

6.11.2 Tenaga 0.30 OH Pekerja 0.1 OH Tukang Batu 0.01 OH Kepala Tukang 0.015 OH Mandor

6.12 1 m2 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 8PP6.12.1 Bahan

70 Buah Bata Merah 5 x 11 x 22 6.50 Kg Portland Semen 0.05 m3 Pasir Pasang

6.12.2 Tenaga 0.30 OH Pekerja 0.1 OH Tukang Batu 0.01 OH Kepala Tukang 0.015 OH Mandor

6.13 1 m2 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 3KP : 10PP6.13.1 Bahan

70 Buah Bata Merah 5 x 11 x 22 4.5 Kg Portland Semen 0.05 m3 Pasir Pasang 0.015 m3 Kapur Padam

6.13.2 Tenaga 0.30 OH Pekerja 0.1 OH Tukang Batu 0.01 OH Kepala Tukang 0.015 OH Mandor

6.14 1 m2 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 1SM : 1PP6.14.1 Bahan

70 Buah Bata Merah 5 x 11 x 220.0180 m3 Semen merah0.0180 m3 Pasir Pasang0.0180 m3 Kapur Padam

6.14.2 Tenaga 0.30 OH Pekerja 0.1 OH Tukang Batu 0.01 OH Kepala Tukang 0.015 OH Mandor

6.15 1 m2 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 1SM : 2PP6.15.1 Bahan

70 Buah Bata Merah 5 x 11 x 220.0140 m3 Semen merah0.0280 m3 Pasir Pasang0.0140 m3 Kapur Padam

6.15.2 Tenaga 0.30 OH Pekerja

0.1 OH Tukang Batu 0.01 OH Kepala Tukang 0.015 OH Mandor

6.20 1 m2 Memasang Dinding HC/ BC 10, spesi camp 1PC : 3 PP6.20.1 Bahan

12.50 Buah Batako15.1600 kg PC

0.3640 m3 Pasir Pasang0.2800 kg

6.20.2 Tenaga0.300 OH Pekerja0.100 OH Tukang Batu0.010 OH Kepala Tukang0.015 OH Mandor

6.21 1 m2 Memasang Dinding HC/ BC 10, spesi camp 1PC : 3 PP6.21.1 Bahan

12.50 Buah Batako12.1300 kg PC

0.3880 m3 Pasir Pasang0.2800 kg

6.21.2 Tenaga0.300 OH Pekerja0.100 OH Tukang Batu0.010 OH Kepala Tukang0.015 OH Mandor

6.22 1 m2 Memasang Dinding Terawang (Roster) Uk.(12X11X24)cm camp. 1Pc: 2PP6.22.1 Bahan

30.00 Buah Roster14.0000 kg PC

0.0320 m3 Pasir Pasang

6.22.2 Tenaga0.300 OH Pekerja0.100 OH Tukang Batu0.010 OH Kepala Tukang0.015 OH Mandor

6.23 1 m2 Memasang Dinding Terawang (Roster) Uk.(12X11X24)cm camp. 1Pc: 4PP6.23.1 Bahan

30.00 Buah Roster11.0000 kg PC

Besi angkur Ø 8 mm

Besi angkur Ø 8 mm

0.0320 m3 Pasir Pasang

6.23.2 Tenaga0.300 OH Pekerja0.100 OH Tukang Batu0.010 OH Kepala Tukang0.015 OH Mandor

1 m2 Bongkar Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 6PPTenaga

0.6 OH Pekerja0.2 OH Tukang Batu

0.02 OH Kepala Tukang Batu0.03 OH Mandor

HARGA BAHAN/UPAH JUMLAH MINIMUM MAKSIMUM MINIMUM

Rp Rp Rp

Memasang Dinding Bata Merah ukuran (5x11x22) cm Tebal 1 bata Camp. 1Pc : 2Pp 169,671.88 129,846.88

460.00 460.00 64,400.00 1,256.25 1,256.25 54,646.88

135,000.00 135,000.00 10,800.00

39,825.00 42,500.00 42,500.00 25,500.00 57,500.00 57,500.00 11,500.00 62,500.00 62,500.00 1,250.00 52,500.00 52,500.00 1,575.00

Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 3PP 157,903.44 118,078.44

460.00 460.00 64,400.00 1,256.25 1,256.25 41,393.44

135,000.00 135,000.00 12,285.00

39,825.00 42,500.00 42,500.00 25,500.00 57,500.00 57,500.00 11,500.00 62,500.00 62,500.00 1,250.00 52,500.00 52,500.00 1,575.00

Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 4PP 150,133.44 110,308.44

460.00 460.00 64,400.00 1,256.25 1,256.25 33,353.44

135,000.00 135,000.00 12,555.00

39,825.00 42,500.00 42,500.00 25,500.00 57,500.00 57,500.00 11,500.00 62,500.00 62,500.00 1,250.00 52,500.00 52,500.00 1,575.00

Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 5PP 145,883.75 106,058.75

460.00 460.00 64,400.00 1,256.25 1,256.25 27,888.75

135,000.00 135,000.00 13,770.00

39,825.00 42,500.00 42,500.00 25,500.00 57,500.00 57,500.00 11,500.00 62,500.00 62,500.00 1,250.00 52,500.00 52,500.00 1,575.00

Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 6PP 143,935.63 104,110.63

460.00 460.00 64,400.00 1,256.25 1,256.25 23,240.63

135,000.00 135,000.00 16,470.00

39,825.00 42,500.00 42,500.00 25,500.00 57,500.00 57,500.00 11,500.00 62,500.00 62,500.00 1,250.00 52,500.00 52,500.00 1,575.00

Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 3 KP :10PP 135,356.75 95,531.75

460.00 460.00 64,400.00 1,256.25 1,256.25 12,663.00

135,000.00 135,000.00 12,487.50 217,500.00 217,500.00 5,981.25

39,825.00 42,500.00 42,500.00 25,500.00 57,500.00 57,500.00 11,500.00 62,500.00 62,500.00 1,250.00 52,500.00 52,500.00 1,575.00

Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 2PP 81,048.44 61,135.94

460.00 460.00 32,200.00 1,256.25 1,256.25 23,805.94

135,000.00 135,000.00 5,130.00

19,912.50 42,500.00 42,500.00 12,750.00 57,500.00 57,500.00 5,750.00 62,500.00 62,500.00 625.00 52,500.00 52,500.00 787.50

Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 3PP 75,564.81

55,652.31 460.00 460.00 32,200.00

1,256.25 1,256.25 18,052.31 135,000.00 135,000.00 5,400.00

19,912.50 42,500.00 42,500.00 12,750.00 57,500.00 57,500.00 5,750.00 62,500.00 62,500.00 625.00 52,500.00 52,500.00 787.50

Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 4PP 72,364.38 52,451.88

460.00 460.00 32,200.00 1,256.25 1,256.25 14,446.88

135,000.00 135,000.00 5,805.00

19,912.50 42,500.00 42,500.00 12,750.00 57,500.00 57,500.00 5,750.00 62,500.00 62,500.00 625.00 52,500.00 52,500.00 787.50

Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 5PP 70,348.00 50,435.50

460.00 460.00 32,200.00 1,256.25 1,256.25 12,160.50

135,000.00 135,000.00 6,075.00

19,912.50 42,500.00 42,500.00 12,750.00 57,500.00 57,500.00 5,750.00 62,500.00 62,500.00 625.00 52,500.00 52,500.00 787.50

Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 6PP 69,179.50 49,267.00

460.00 460.00 32,200.00 1,256.25 1,256.25 10,452.00

135,000.00 135,000.00 6,615.00

19,912.50 42,500.00 42,500.00 12,750.00 57,500.00 57,500.00 5,750.00 62,500.00 62,500.00 625.00 52,500.00 52,500.00 787.50

Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 8PP 67,028.13 47,115.63

460.00 460.00 32,200.00 1,256.25 1,256.25 8,165.63

135,000.00 135,000.00 6,750.00

19,912.50 42,500.00 42,500.00 12,750.00 57,500.00 57,500.00 5,750.00 62,500.00 62,500.00 625.00 52,500.00 52,500.00 787.50

Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 3KP : 10PP 67,778.13 47,865.63

460.00 460.00 32,200.00 1,256.25 1,256.25 5,653.13

135,000.00 135,000.00 6,750.00 217,500.00 217,500.00 3,262.50

19,912.50 42,500.00 42,500.00 12,750.00 57,500.00 57,500.00 5,750.00 62,500.00 62,500.00 625.00 52,500.00 52,500.00 787.50

Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 1SM : 1PP 60,887.50 40,975.00

460.00 460.00 32,200.00 135,000.00 135,000.00 2,430.00 135,000.00 135,000.00 2,430.00 217,500.00 217,500.00 3,915.00

19,912.50 42,500.00 42,500.00 12,750.00 57,500.00 57,500.00 5,750.00 62,500.00 62,500.00 625.00 52,500.00 52,500.00 787.50

Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 1SM : 2PP 60,827.50 40,915.00

460.00 460.00 32,200.00 135,000.00 135,000.00 1,890.00 135,000.00 135,000.00 3,780.00 217,500.00 217,500.00 3,045.00

19,912.50 42,500.00 42,500.00 12,750.00

57,500.00 57,500.00 5,750.00 62,500.00 62,500.00 625.00 52,500.00 52,500.00 787.50

Memasang Dinding HC/ BC 10, spesi camp 1PC : 3 PP 128,607.25 108,694.75

3,000.00 3,000.00 37,500.00 1,256.25 1,256.25 19,044.75

135,000.00 135,000.00 49,140.00 10,750.00 10,750.00 3,010.00

19,912.50 42,500.00 42,500.00 12,750.00 57,500.00 57,500.00 5,750.00 62,500.00 62,500.00 625.00 52,500.00 52,500.00 787.50

Memasang Dinding HC/ BC 10, spesi camp 1PC : 3 PP 128,040.81 108,128.31

3,000.00 3,000.00 37,500.00 1,256.25 1,256.25 15,238.31

135,000.00 135,000.00 52,380.00 10,750.00 10,750.00 3,010.00

19,912.50 42,500.00 42,500.00 12,750.00 57,500.00 57,500.00 5,750.00 62,500.00 62,500.00 625.00 52,500.00 52,500.00 787.50

Memasang Dinding Terawang (Roster) Uk.(12X11X24)cm camp. 1Pc: 2PP 248,070.00 228,157.50

6,875.00 6,875.00 206,250.00 1,256.25 1,256.25 17,587.50

135,000.00 135,000.00 4,320.00

19,912.50 42,500.00 42,500.00 12,750.00 57,500.00 57,500.00 5,750.00 62,500.00 62,500.00 625.00 52,500.00 52,500.00 787.50

Memasang Dinding Terawang (Roster) Uk.(12X11X24)cm camp. 1Pc: 4PP 244,301.25 224,388.75

6,875.00 6,875.00 206,250.00 1,256.25 1,256.25 13,818.75

135,000.00 135,000.00 4,320.00

19,912.50 42,500.00 42,500.00 12,750.00 57,500.00 57,500.00 5,750.00 62,500.00 62,500.00 625.00 52,500.00 52,500.00 787.50

Bongkar Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 6PP 39,825.00 39,825.00

42,500.00 42,500.00 25,500.00 57,500.00 57,500.00 11,500.00 62,500.00 62,500.00 1,250.00 52,500.00 52,500.00 1,575.00

JUMLAH MAKSIMUM

Rp

169,671.88 129,846.88 64,400.00 54,646.88 10,800.00

39,825.00 25,500.00 11,500.00 1,250.00 1,575.00

157,903.44 118,078.44 64,400.00 41,393.44 12,285.00

39,825.00 25,500.00 11,500.00 1,250.00 1,575.00

150,133.44 110,308.44 64,400.00 33,353.44 12,555.00

39,825.00 25,500.00 11,500.00 1,250.00 1,575.00

145,883.75 106,058.75 64,400.00 27,888.75

13,770.00

39,825.00 25,500.00 11,500.00 1,250.00 1,575.00

143,935.63 104,110.63 64,400.00 23,240.63 16,470.00

39,825.00 25,500.00 11,500.00 1,250.00 1,575.00

135,356.75 95,531.75 64,400.00 12,663.00 12,487.50 5,981.25

39,825.00 25,500.00 11,500.00 1,250.00 1,575.00

81,048.44 61,135.94 32,200.00 23,805.94 5,130.00

19,912.50 12,750.00 5,750.00 625.00 787.50

75,564.81

55,652.31 32,200.00 18,052.31 5,400.00

19,912.50 12,750.00 5,750.00 625.00 787.50

72,364.38 52,451.88 32,200.00 14,446.88 5,805.00

19,912.50 12,750.00 5,750.00 625.00 787.50

70,348.00 50,435.50 32,200.00 12,160.50 6,075.00

19,912.50 12,750.00 5,750.00 625.00 787.50

69,179.50 49,267.00 32,200.00 10,452.00 6,615.00

19,912.50 12,750.00 5,750.00 625.00 787.50

67,028.13 47,115.63 32,200.00 8,165.63 6,750.00

19,912.50 12,750.00 5,750.00 625.00 787.50

67,778.13 47,865.63 32,200.00 5,653.13 6,750.00 3,262.50

19,912.50 12,750.00 5,750.00 625.00 787.50

60,887.50 40,975.00 32,200.00 2,430.00 2,430.00 3,915.00

19,912.50 12,750.00 5,750.00 625.00 787.50

60,827.50 40,915.00 32,200.00 1,890.00 3,780.00 3,045.00

19,912.50 12,750.00

5,750.00 625.00 787.50

128,607.25 108,694.75 37,500.00 19,044.75 49,140.00 3,010.00

19,912.50 12,750.00 5,750.00 625.00 787.50

128,040.81 108,128.31 37,500.00 15,238.31 52,380.00 3,010.00

19,912.50 12,750.00 5,750.00 625.00 787.50

248,070.00 228,157.50 206,250.00 17,587.50 4,320.00

19,912.50 12,750.00 5,750.00 625.00 787.50

244,301.25 224,388.75 206,250.00 13,818.75

4,320.00

19,912.50 12,750.00 5,750.00 625.00 787.50

39,825.00 39,825.00 25,500.00 11,500.00 1,250.00 1,575.00

ABK Pek.Dinding IV - 64 document.xls

HARGA BAHAN/UPAH JUMLAH No. SNI KODE KOEF SAT. URAIAN PAKERJAAN MINIMUM MAKSIMUM MINIMUM MAKSIMUM

Rp Rp Rp Rp

IV 6897 - 2008 P E K E R J A A N D I N D I N G

6.1 1 m2 Memasang Dinding Bata Merah ukuran (5x11x22) cm Tebal 1 bata Camp. 1Pc : 2Pp 169,671.88 169,671.88 6.1.1 Bahan 129,846.88 129,846.88

140 Buah Bata Merah 460.00 460.00 64,400.00 64,400.00 43.5 Kg Portland Semen (PC) 1,256.25 1,256.25 54,646.88 54,646.88 0.08 m3 Pasir Pasang (PP) 135,000.00 135,000.00 10,800.00 10,800.00

6.1.2 Tenaga 39,825.00 39,825.00 0.6 OH Pekerja 42,500.00 42,500.00 25,500.00 25,500.00 0.2 OH Tukang Batu 57,500.00 57,500.00 11,500.00 11,500.00

0.02 OH Kepala Tukang Batu 62,500.00 62,500.00 1,250.00 1,250.00 0.03 OH Mandor 52,500.00 52,500.00 1,575.00 1,575.00

6.2 1 m2 Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 3PP 157,903.44 157,903.44 6.2.1 Bahan 118,078.44 118,078.44

140 Buah Bata Merah 460.00 460.00 64,400.00 64,400.00 32.95 Kg Portland Semen (PC) 1,256.25 1,256.25 41,393.44 41,393.44 0.091 m3 Pasir Pasang (PP) 135,000.00 135,000.00 12,285.00 12,285.00

6.2.2 Tenaga 39,825.00 39,825.00 0.6 OH Pekerja 42,500.00 42,500.00 25,500.00 25,500.00 0.2 OH Tukang Batu 57,500.00 57,500.00 11,500.00 11,500.00

0.02 OH Kepala Tukang Batu 62,500.00 62,500.00 1,250.00 1,250.00 0.03 OH Mandor 52,500.00 52,500.00 1,575.00 1,575.00

6.3 1 m2 Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 4PP 150,133.44 150,133.44 6.3.1 Bahan 110,308.44 110,308.44

140 Buah Bata Merah 460.00 460.00 64,400.00 64,400.00 26.55 Kg Portland Semen (PC) 1,256.25 1,256.25 33,353.44 33,353.44 0.093 m3 Pasir Pasang (PP) 135,000.00 135,000.00 12,555.00 12,555.00

6.3.2 Tenaga 39,825.00 39,825.00 0.6 OH Pekerja 42,500.00 42,500.00 25,500.00 25,500.00 0.2 OH Tukang Batu 57,500.00 57,500.00 11,500.00 11,500.00

0.02 OH Kepala Tukang Batu 62,500.00 62,500.00 1,250.00 1,250.00 0.03 OH Mandor 52,500.00 52,500.00 1,575.00 1,575.00

6.4 1 m2 Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 5PP 145,883.75 145,883.75 6.4.1 Bahan 106,058.75 106,058.75

140 Buah Bata Merah 460.00 460.00 64,400.00 64,400.00 22.2 Kg Portland Semen (PC) 1,256.25 1,256.25 27,888.75 27,888.75

0.102 m3 Pasir Pasang (PP) 135,000.00 135,000.00 13,770.00 13,770.00

6.4.2 Tenaga 39,825.00 39,825.00 0.6 OH Pekerja 42,500.00 42,500.00 25,500.00 25,500.00 0.2 OH Tukang Batu 57,500.00 57,500.00 11,500.00 11,500.00

0.02 OH Kepala Tukang Batu 62,500.00 62,500.00 1,250.00 1,250.00 0.03 OH Mandor 52,500.00 52,500.00 1,575.00 1,575.00

6.5 1 m2 Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 6PP 143,935.63 143,935.63 6.5.1 Bahan 104,110.63 104,110.63

140 Buah Bata Merah 460.00 460.00 64,400.00 64,400.00 18.5 Kg Portland Semen (PC) 1,256.25 1,256.25 23,240.63 23,240.63

0.122 m3 Pasir Pasang (PP) 135,000.00 135,000.00 16,470.00 16,470.00

6.5.2 Tenaga 39,825.00 39,825.00 0.6 OH Pekerja 42,500.00 42,500.00 25,500.00 25,500.00 0.2 OH Tukang Batu 57,500.00 57,500.00 11,500.00 11,500.00

0.02 OH Kepala Tukang Batu 62,500.00 62,500.00 1,250.00 1,250.00 0.03 OH Mandor 52,500.00 52,500.00 1,575.00 1,575.00

6.6 1 m2 Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 3 KP :10PP 135,356.75 135,356.75 6.6.1 Bahan 95,531.75 95,531.75

140 Buah Bata Merah 460.00 460.00 64,400.00 64,400.00 10.08 Kg Portland Semen (PC) 1,256.25 1,256.25 12,663.00 12,663.00

0.0925 m3 Pasir Pasang (PP) 135,000.00 135,000.00 12,487.50 12,487.50 0.0275 m3 Kapur Pasang (KP) 217,500.00 217,500.00 5,981.25 5,981.25

6.6.2 Tenaga 39,825.00 39,825.00 0.6 OH Pekerja 42,500.00 42,500.00 25,500.00 25,500.00 0.2 OH Tukang Batu 57,500.00 57,500.00 11,500.00 11,500.00

0.02 OH Kepala Tukang Batu 62,500.00 62,500.00 1,250.00 1,250.00 0.03 OH Mandor 52,500.00 52,500.00 1,575.00 1,575.00

6.7 1 m2 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 2PP 81,048.44 81,048.44 6.7.1 Bahan 61,135.94 61,135.94

70 Buah Bata Merah 5 x 11 x 22 460.00 460.00 32,200.00 32,200.00 18.95 Kg Portland Semen 1,256.25 1,256.25 23,805.94 23,805.94 0.038 m3 Pasir Pasang 135,000.00 135,000.00 5,130.00 5,130.00

6.7.2 Tenaga 19,912.50 19,912.50 0.30 OH Pekerja 42,500.00 42,500.00 12,750.00 12,750.00 0.1 OH Tukang Batu 57,500.00 57,500.00 5,750.00 5,750.00 0.01 OH Kepala Tukang 62,500.00 62,500.00 625.00 625.00 0.015 OH Mandor 52,500.00 52,500.00 787.50 787.50

ABK Pek.Dinding IV - 65 document.xls

HARGA BAHAN/UPAH JUMLAH No. SNI KODE KOEF SAT. URAIAN PAKERJAAN MINIMUM MAKSIMUM MINIMUM MAKSIMUM

Rp Rp Rp Rp

6.8 1 m2 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 3PP 75,564.81 75,564.81 6.8.1 Bahan 55,652.31 55,652.31

70 Buah Bata Merah 5 x 11 x 22 460.00 460.00 32,200.00 32,200.00 14.37 Kg Portland Semen 1,256.25 1,256.25 18,052.31 18,052.31 0.04 m3 Pasir Pasang 135,000.00 135,000.00 5,400.00 5,400.00

6.8.2 Tenaga 19,912.50 19,912.50 0.30 OH Pekerja 42,500.00 42,500.00 12,750.00 12,750.00 0.1 OH Tukang Batu 57,500.00 57,500.00 5,750.00 5,750.00 0.01 OH Kepala Tukang 62,500.00 62,500.00 625.00 625.00 0.015 OH Mandor 52,500.00 52,500.00 787.50 787.50

6.9 1 m2 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 4PP 72,364.38 72,364.38 6.9.1 Bahan 52,451.88 52,451.88

70 Buah Bata Merah 5 x 11 x 22 460.00 460.00 32,200.00 32,200.00 11.50 Kg Portland Semen 1,256.25 1,256.25 14,446.88 14,446.88 0.043 m3 Pasir Pasang 135,000.00 135,000.00 5,805.00 5,805.00

6.9.2 Tenaga 19,912.50 19,912.50 0.30 OH Pekerja 42,500.00 42,500.00 12,750.00 12,750.00 0.1 OH Tukang Batu 57,500.00 57,500.00 5,750.00 5,750.00 0.01 OH Kepala Tukang 62,500.00 62,500.00 625.00 625.00 0.015 OH Mandor 52,500.00 52,500.00 787.50 787.50

6.10 1 m2 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 5PP 70,348.00 70,348.00 Bahan 50,435.50 50,435.50

6.10.1 70 Buah Bata Merah 5 x 11 x 22 460.00 460.00 32,200.00 32,200.00 9.68 Kg Portland Semen 1,256.25 1,256.25 12,160.50 12,160.50 0.045 m3 Pasir Pasang 135,000.00 135,000.00 6,075.00 6,075.00

6.10.2 Tenaga 19,912.50 19,912.50 0.30 OH Pekerja 42,500.00 42,500.00 12,750.00 12,750.00 0.1 OH Tukang Batu 57,500.00 57,500.00 5,750.00 5,750.00 0.01 OH Kepala Tukang 62,500.00 62,500.00 625.00 625.00 0.015 OH Mandor 52,500.00 52,500.00 787.50 787.50

6.11 1 m2 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 6PP 75,564.81 75,564.81 6.11.1 Bahan 55,652.31 55,652.31

70 Buah Bata Merah 5 x 11 x 22 460.00 460.00 32,200.00 32,200.00 14.37 Kg Portland Semen 1,256.25 1,256.25 18,052.31 18,052.31 0.04 m3 Pasir Pasang 135,000.00 135,000.00 5,400.00 5,400.00

6.11.2 Tenaga 19,912.50 19,912.50 0.30 OH Pekerja 42,500.00 42,500.00 12,750.00 12,750.00 0.1 OH Tukang Batu 57,500.00 57,500.00 5,750.00 5,750.00 0.01 OH Kepala Tukang 62,500.00 62,500.00 625.00 625.00 0.015 OH Mandor 52,500.00 52,500.00 787.50 787.50

6.12 1 m2 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 8PP 75,564.81 75,564.81 6.12.1 Bahan 55,652.31 55,652.31

70 Buah Bata Merah 5 x 11 x 22 460.00 460.00 32,200.00 32,200.00 14.37 Kg Portland Semen 1,256.25 1,256.25 18,052.31 18,052.31 0.04 m3 Pasir Pasang 135,000.00 135,000.00 5,400.00 5,400.00

6.12.2 Tenaga 19,912.50 19,912.50 0.30 OH Pekerja 42,500.00 42,500.00 12,750.00 12,750.00 0.1 OH Tukang Batu 57,500.00 57,500.00 5,750.00 5,750.00 0.01 OH Kepala Tukang 62,500.00 62,500.00 625.00 625.00 0.015 OH Mandor 52,500.00 52,500.00 787.50 787.50

6.13 1 m2 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 3KP : 10PP 67,778.13 67,778.13 6.13.1 Bahan 47,865.63 47,865.63

70 Buah Bata Merah 5 x 11 x 22 460.00 460.00 32,200.00 32,200.00 4.5 Kg Portland Semen 1,256.25 1,256.25 5,653.13 5,653.13 0.05 m3 Pasir Pasang 135,000.00 135,000.00 6,750.00 6,750.00 0.015 m3 Kapur Padam 217,500.00 217,500.00 3,262.50 3,262.50

6.13.2 Tenaga 19,912.50 19,912.50 0.30 OH Pekerja 42,500.00 42,500.00 12,750.00 12,750.00 0.1 OH Tukang Batu 57,500.00 57,500.00 5,750.00 5,750.00 0.01 OH Kepala Tukang 62,500.00 62,500.00 625.00 625.00 0.015 OH Mandor 52,500.00 52,500.00 787.50 787.50

No. SNI KODE KOEF SAT. URAIAN PAKERJAAN

V 2837 - 2008 PEKERJAAN P L E S T E R A N

6.1 1 m2 Memasang Plesteran 1 Pc : 1 Pp Tebal 15 mm6.1.1 Bahan

15.504 Kg Portland Semen 0.016 m3 Pasir Pasang

6.1.2 Tenaga 0.3 OH Pekerja 0.15 OH Tukang batu 0.015 OH Kepala Tukang 0.01 OH Mandor

6.2 1 m2 Memasang Plesteran 1 Pc : 2 Pp Tebal 15 mm6.2.1 Bahan

10.224 Kg Portland Semen 0.020 m3 Pasir Pasang

6.2.2 Tenaga 0.3 OH Pekerja 0.15 OH Tukang batu 0.015 OH Kepala Tukang 0.01 OH Mandor

6.3 1 m2 Memasang Plesteran 1 Pc : 3 Pp Tebal 15 mm6.3.1 Bahan

7.776 Kg Portland Semen 0.023 m3 Pasir Pasang

6.3.2 Tenaga 0.3 OH Pekerja 0.15 OH Tukang batu 0.015 OH Kepala Tukang 0.015 OH Mandor

6.4 1 m2 Memasang Plesteran 1 Pc : 4 Pp Tebal 15 mm6.4.1 Bahan

6.240 Kg Portland Semen 0.024 m3 Pasir Pasang

6.4.2 Tenaga 0.3 OH Pekerja 0.15 OH Tukang batu 0.015 OH Kepala Tukang 0.015 OH Mandor

6.5 1 m2 Memasang Plesteran 1 Pc : 5 Pp Tebal 15 mm6.5.1 Bahan

5.184 Kg Portland Semen 0.026 m3 Pasir Pasang

6.5.2 Tenaga 0.3 OH Pekerja 0.15 OH Tukang batu 0.015 OH Kepala Tukang 0.015 OH Mandor

6.6 1 m2 Memasang Plesteran 1 Pc : 6 Pp Tebal 15 mm6.6.1 Bahan

4.416 Kg Portland Semen 0.027 m3 Pasir Pasang

6.6.2 Tenaga 0.3 OH Pekerja 0.15 OH Tukang batu 0.015 OH Kepala Tukang 0.015 OH Mandor

6.7 1 m2 Memasang Plesteran 1 Pc : 7 Pp Tebal 15 mm6.7.1 Bahan

3.936 Kg Portland Semen 0.028 m3 Pasir Pasang

6.7.2 Tenaga 0.3 OH Pekerja 0.15 OH Tukang batu 0.015 OH Kepala Tukang 0.015 OH Mandor

6.8 1 m2 Memasang Plesteran 1 Pc : 8 Pp Tebal 15 mm6.8.1 Bahan

3.456 Kg Portland Semen 0.029 m3 Pasir Pasang

6.8.2 Tenaga 0.3 OH Pekerja 0.15 OH Tukang batu 0.015 OH Kepala Tukang 0.015 OH Mandor

6.9 1 m2 Memasang Plesteran 1 Pc : 1/2 Kp : 3 Pp Tebal 15 mm6.9.1 Bahan

5.760 Kg Portland Semen 0.003 m3 Kapur Pasang

0.013 m3 Pasir Pasang

6.9.2 Tenaga0.360 OH Pekerja

0.12 OH Tukang batu 0.012 OH Kepala Tukang 0.018 OH Mandor

6.10 1 m2 Memasang Plesteran 1 Pc : 2 Kp : 8 Pp Tebal 15 mm6.10.1 Bahan

3 kg Portland Semen 0.005 m3 Kapur Padam 0.020 m3 Pasir Pasang

6.10.2 Tenaga0.360 OH Pekerja

0.12 OH Tukang batu 0.012 OH Kepala Tukang 0.018 OH Mandor

6.11 1 m2 Memasang Plesteran 1 SM : 1 Kp : 1 Pp Tebal 15 mm6.11.1 Bahan

0.009 m3 Semen Merah 0.009 m3 Kapur Padam 0.009 m3 Pasir Pasang

6.11.2 Tenaga0.360 OH Pekerja

0.12 OH Tukang batu 0.012 OH Kepala Tukang 0.018 OH Mandor

6.12 1 m2 Memasang Plesteran 1 SM : 1 Kp : 2 Pp Tebal 15 mm6.12.1 Bahan

0.007 m3 Semen Merah 0.007 m3 Kapur Padam 0.015 m3 Pasir Pasang

6.12.2 Tenaga0.360 OH Pekerja

0.12 OH Tukang batu 0.012 OH Kepala Tukang 0.018 OH Mandor

6.13 1 m2 Memasang Plesteran 1 Pc : 2 Pp Tebal 20 mm6.13.1 Bahan

13.632 kg Portland Semen 0.027 m3 Pasir Pasang

6.13.2 Tenaga 0.40 OH Pekerja 0.20 OH Tukang batu 0.020 OH Kepala Tukang

0.022 OH Mandor

6.14 1 m2 Memasang Plesteran 1Pc : 3Pp Tebal 20 mm6.14.1 Bahan

10.368 Kg Portland Semen 0.031 m3 Pasir Pasang

6.14.2 Tenaga 0.26 OH Pekerja 0.2 OH Tukang batu 0.02 OH Kepala Tukang 0.013 OH Mandor

6.15 1 m2 Memasang Plesteran 1 Pc : 4 Pp Tebal 20 mm6.15.1 Bahan

8.320 kg Portland Semen 0.032 m3 Pasir Pasang

6.15.2 Tenaga 0.40 OH Pekerja 0.20 OH Tukang batu 0.020 OH Kepala Tukang 0.022 OH Mandor

6.16 1 m2 Memasang Plesteran 1Pc : 5Pp Tebal 20 mm6.16.1 Bahan

6.912 Kg Portland Semen 0.035 m3 Pasir Pasang

6.16.2 Tenaga 0.40 OH Pekerja 0.20 OH Tukang batu 0.020 OH Kepala Tukang 0.022 OH Mandor

6.17 1 m2 Memasang Plesteran 1Pc : 6Pp Tebal 20 mm6.17.1 Bahan

5.888 Kg Portland Semen 0.036 m3 Pasir Pasang

6.17.2 Tenaga 0.40 OH Pekerja 0.20 OH Tukang batu 0.020 OH Kepala Tukang 0.022 OH Mandor

6.18 1 m2 Memasang Plesteran 1 SM : 2 Kp : 2 Pp Tebal 20 mm6.18.1 Bahan

0.009 m3 Semen Merah 0.009 m3 Kapur Padam 0.018 m3 Pasir Pasang

6.18.2 Tenaga 0.440 OH Pekerja 0.22 OH Tukang batu 0.022 OH Kepala Tukang 0.022 OH Mandor

6.19 1 m2 Memasang Berapen 1 Pc : 5Pp Tebal 15 mm6.19.1 Bahan

5.184 Kg Portland Semen 0.026 m3 Pasir Pasang

6.19.2 Tenaga 0.15 OH Pekerja 0.075 OH Tukang batu 0.008 OH Kepala Tukang 0.008 OH Mandor

6.20 1 m' Memasang Plesteran Skoning 1 Pc : 2Pp, lebar 10 mm6.20.1 Bahan

0.5 Kg Portland Semen 0.013 m3 Pasir Pasang

6.20.2 Tenaga 0.080 OH Pekerja 0.40 OH Tukang batu 0.040 OH Kepala Tukang 0.004 OH Mandor

6.23 1 m2 Memasang Plesteran Ciprat 1Pc : 2 Pp6.23.1 Bahan

4.32 Kg Portland Semen 0.006 m3 Pasir Pasang

6.23.2 Tenaga 0.30 OH Pekerja 0.1 OH Tukang batu 0.01 OH Kepala Tukang 0.015 OH Mandor

6.24 1 m2 Memasang Finishing Siar Pasangan Dinding Bata Merah (=20 m')6.24.1 Bahan

3.108 Kg Portland Semen

6.24.2 Tenaga 0.15 OH Pekerja 0.075 OH Tukang batu 0.008 OH Kepala Tukang 0.008 OH Mandor

6.25 1 m2 Memasang Finishing Siar Pasangan Dinding Conblock ekspose (=8 m')

6.25.1 Bahan 1.600 Kg Portland Semen

6.25.2 Tenaga 0.070 OH Pekerja 0.035 OH Tukang batu 0.004 OH Kepala Tukang 0.004 OH Mandor

6.26 1 m2 Memasang Finishing Siar Pas.Batu Kali Adukan 1Pc : 2Pp6.26.1 Bahan

6.34 Kg Pc0.012 m3 PP

6.26.2 Tenaga0.3 OH Pekerja

0.15 OH Tukang batu 0.015 OH Kepala Tukang0.015 OH Mandor

1 m2 Memasang AcianBahan

3.25 Kg Portland Semen

Tenaga 0.20 OH Pekerja 0.10 OH Tukang batu 0.010 OH Kepala Tukang 0.010 OH Mandor

1 m2 Memasang Plesteran BetonBahan

7.776 Kg Portland Semen

Tenaga 0.3 OH Pekerja 0.15 OH Tukang batu 0.015 OH Kepala Tukang 0.015 OH Mandor

Revisi - ok

HARGA BAHAN/UPAH JUMLAH MINIMUM MAKSIMUM MINIMUM

Rp Rp Rp

Memasang Plesteran 1 Pc : 1 Pp Tebal 15 mm 44,474.40 21,636.90

1,256.25 1,256.25 19,476.90 135,000.00 135,000.00 2,160.00

22,837.50 42,500.00 42,500.00 12,750.00 57,500.00 57,500.00 8,625.00 62,500.00 62,500.00 937.50 52,500.00 52,500.00 525.00

Memasang Plesteran 1 Pc : 2 Pp Tebal 15 mm 38,381.40 15,543.90

1,256.25 1,256.25 12,843.90 135,000.00 135,000.00 2,700.00

22,837.50 42,500.00 42,500.00 12,750.00 57,500.00 57,500.00 8,625.00 62,500.00 62,500.00 937.50 52,500.00 52,500.00 525.00

Memasang Plesteran 1 Pc : 3 Pp Tebal 15 mm 35,973.60 12,873.60

1,256.25 1,256.25 9,768.60 135,000.00 135,000.00 3,105.00

23,100.00 42,500.00 42,500.00 12,750.00 57,500.00 57,500.00 8,625.00 62,500.00 62,500.00 937.50 52,500.00 52,500.00 787.50

Memasang Plesteran 1 Pc : 4 Pp Tebal 15 mm 34,179.00 11,079.00

1,256.25 1,256.25 7,839.00 135,000.00 135,000.00 3,240.00

23,100.00 42,500.00 42,500.00 12,750.00 57,500.00 57,500.00 8,625.00 62,500.00 62,500.00 937.50 52,500.00 52,500.00 787.50

Memasang Plesteran 1 Pc : 5 Pp Tebal 15 mm 33,122.40 10,022.40

1,256.25 1,256.25 6,512.40 135,000.00 135,000.00 3,510.00

23,100.00 42,500.00 42,500.00 12,750.00 57,500.00 57,500.00 8,625.00 62,500.00 62,500.00 937.50 52,500.00 52,500.00 787.50

Memasang Plesteran 1 Pc : 6 Pp Tebal 15 mm 32,292.60 9,192.60

1,256.25 1,256.25 5,547.60 135,000.00 135,000.00 3,645.00

23,100.00 42,500.00 42,500.00 12,750.00 57,500.00 57,500.00 8,625.00 62,500.00 62,500.00 937.50 52,500.00 52,500.00 787.50

Memasang Plesteran 1 Pc : 7 Pp Tebal 15 mm 31,824.60 8,724.60

1,256.25 1,256.25 4,944.60 135,000.00 135,000.00 3,780.00

23,100.00 42,500.00 42,500.00 12,750.00 57,500.00 57,500.00 8,625.00 62,500.00 62,500.00 937.50 52,500.00 52,500.00 787.50

Memasang Plesteran 1 Pc : 8 Pp Tebal 15 mm 31,356.60 8,256.60

1,256.25 1,256.25 4,341.60 135,000.00 135,000.00 3,915.00

23,100.00 42,500.00 42,500.00 12,750.00 57,500.00 57,500.00 8,625.00 62,500.00 62,500.00 937.50 52,500.00 52,500.00 787.50

Memasang Plesteran 1 Pc : 1/2 Kp : 3 Pp Tebal 15 mm 33,538.50 9,643.50

1,256.25 1,256.25 7,236.00 217,500 217,500 652.50

135,000.00 135,000.00 1,755.00

23,895.00 42,500.00 42,500.00 15,300.00 57,500.00 57,500.00 6,900.00 62,500.00 62,500.00 750.00 52,500.00 52,500.00 945.00

Memasang Plesteran 1 Pc : 2 Kp : 8 Pp Tebal 15 mm 31,451.25 7,556.25

1,256.25 1,256.25 3,768.75 217,500.00 217,500.00 1,087.50 135,000.00 135,000.00 2,700.00

23,895.00 42,500.00 42,500.00 15,300.00 57,500.00 57,500.00 6,900.00 62,500.00 62,500.00 750.00 52,500.00 52,500.00 945.00

Memasang Plesteran 1 SM : 1 Kp : 1 Pp Tebal 15 mm 28,507.50 4,612.50

160,000.00 160,000.00 1,440.00 217,500.00 217,500.00 1,957.50 135,000.00 135,000.00 1,215.00

23,895.00 42,500.00 42,500.00 15,300.00 57,500.00 57,500.00 6,900.00 62,500.00 62,500.00 750.00 52,500.00 52,500.00 945.00

Memasang Plesteran 1 SM : 1 Kp : 2 Pp Tebal 15 mm 28,597.50 4,702.50

165,000.00 165,000.00 1,155.00 217,500.00 217,500.00 1,522.50 135,000.00 135,000.00 2,025.00

23,895.00 42,500.00 42,500.00 15,300.00 57,500.00 57,500.00 6,900.00 62,500.00 62,500.00 750.00 52,500.00 52,500.00 945.00

Memasang Plesteran 1 Pc : 2 Pp Tebal 20 mm 51,675.20 20,770.20

1,256.25 1,256.25 17,125.20 135,000.00 135,000.00 3,645.00

30,905.00 42,500.00 42,500.00 17,000.00 57,500.00 57,500.00 11,500.00 62,500.00 62,500.00 1,250.00

52,500.00 52,500.00 1,155.00

Memasang Plesteran 1Pc : 3Pp Tebal 20 mm 41,692.30 17,209.80

1,256.25 1,256.25 13,024.80 135,000.00 135,000.00 4,185.00

24,482.50 42,500.00 42,500.00 11,050.00 57,500.00 57,500.00 11,500.00 62,500.00 62,500.00 1,250.00 52,500.00 52,500.00 682.50

Memasang Plesteran 1 Pc : 4 Pp Tebal 20 mm 45,677.00 14,772.00

1,256.25 1,256.25 10,452.00 135,000.00 135,000.00 4,320.00

30,905.00 42,500.00 42,500.00 17,000.00 57,500.00 57,500.00 11,500.00 62,500.00 62,500.00 1,250.00 52,500.00 52,500.00 1,155.00

Memasang Plesteran 1Pc : 5Pp Tebal 20 mm 44,313.20 13,408.20

1,256.25 1,256.25 8,683.20 135,000.00 135,000.00 4,725.00

30,905.00 42,500.00 42,500.00 17,000.00 57,500.00 57,500.00 11,500.00 62,500.00 62,500.00 1,250.00 52,500.00 52,500.00 1,155.00

Memasang Plesteran 1Pc : 6Pp Tebal 20 mm 43,161.80 12,256.80

1,256.25 1,256.25 7,396.80 135,000.00 135,000.00 4,860.00

30,905.00 42,500.00 42,500.00 17,000.00 57,500.00 57,500.00 11,500.00 62,500.00 62,500.00 1,250.00 52,500.00 52,500.00 1,155.00

Memasang Plesteran 1 SM : 2 Kp : 2 Pp Tebal 20 mm 39,752.50 5,872.50

165,000.00 165,000.00 1,485.00 217,500.00 217,500.00 1,957.50 135,000.00 135,000.00 2,430.00

33,880.00 42,500.00 42,500.00 18,700.00 57,500.00 57,500.00 12,650.00 62,500.00 62,500.00 1,375.00 52,500.00 52,500.00 1,155.00

Memasang Berapen 1 Pc : 5Pp Tebal 15 mm 21,629.90 10,022.40

1,256.25 1,256.25 6,512.40 135,000.00 135,000.00 3,510.00

11,607.50 42,500.00 42,500.00 6,375.00 57,500.00 57,500.00 4,312.50 62,500.00 62,500.00 500.00 52,500.00 52,500.00 420.00

Memasang Plesteran Skoning 1 Pc : 2Pp, lebar 10 mm 31,493.13 2,383.13

1,256.25 1,256.25 628.13 135,000.00 135,000.00 1,755.00

29,110.00 42,500.00 42,500.00 3,400.00 57,500.00 57,500.00 23,000.00 62,500.00 62,500.00 2,500.00 52,500.00 52,500.00 210.00

Memasang Plesteran Ciprat 1Pc : 2 Pp 26,149.50 6,237.00

1,256.25 1,256.25 5,427.00 135,000.00 135,000.00 810.00

19,912.50 42,500.00 42,500.00 12,750.00 57,500.00 57,500.00 5,750.00 62,500.00 62,500.00 625.00 52,500.00 52,500.00 787.50

Memasang Finishing Siar Pasangan Dinding Bata Merah (=20 m') 15,511.93 3,904.43

1,256.25 1,256.25 3,904.43

11,607.50 42,500.00 42,500.00 6,375.00 57,500.00 57,500.00 4,312.50 62,500.00 62,500.00 500.00 52,500.00 52,500.00 420.00

Memasang Finishing Siar Pasangan Dinding Conblock ekspose (=8 m') 7,457.50

2,010.00 1,256.25 1,256.25 2,010.00

5,447.50 42,500.00 42,500.00 2,975.00 57,500.00 57,500.00 2,012.50 62,500.00 62,500.00 250.00 52,500.00 52,500.00 210.00

Memasang Finishing Siar Pas.Batu Kali Adukan 1Pc : 2Pp 32,684.63 9,584.63

1,256.25 1,256.25 7,964.63 135,000.00 135,000.00 1,620.00

23,100.00 42,500.00 42,500.00 12,750.00 57,500.00 57,500.00 8,625.00 62,500.00 62,500.00 937.50 52,500.00 52,500.00 787.50

19,482.81 4,082.81

1,256.25 1,256.25 4,082.81

15,400.00 42,500.00 42,500.00 8,500.00 57,500.00 57,500.00 5,750.00 62,500.00 62,500.00 625.00 52,500.00 52,500.00 525.00

32,868.60 9,768.60

1,256.25 1,256.25 9,768.60

23,100.00 42,500.00 42,500.00 12,750.00 57,500.00 57,500.00 8,625.00 62,500.00 62,500.00 937.50 52,500.00 52,500.00 787.50

JUMLAH MAKSIMUM

Rp

44,474.40 21,636.90 19,476.90 2,160.00

22,837.50 12,750.00 8,625.00 937.50 525.00

38,381.40 15,543.90 12,843.90 2,700.00

22,837.50 12,750.00 8,625.00 937.50 525.00

35,973.60 12,873.60 9,768.60 3,105.00

23,100.00 12,750.00 8,625.00 937.50 787.50

34,179.00 11,079.00 7,839.00 3,240.00

23,100.00 12,750.00 8,625.00 937.50 787.50

33,122.40 10,022.40 6,512.40 3,510.00

23,100.00 12,750.00 8,625.00 937.50 787.50

32,292.60 9,192.60 5,547.60 3,645.00

23,100.00

12,750.00 8,625.00 937.50 787.50

31,824.60 8,724.60 4,944.60 3,780.00

23,100.00 12,750.00 8,625.00 937.50 787.50

31,356.60 8,256.60 4,341.60 3,915.00

23,100.00 12,750.00 8,625.00 937.50 787.50

33,538.50 9,643.50 7,236.00 652.50 1,755.00

23,895.00 15,300.00 6,900.00 750.00 945.00

31,451.25 7,556.25 3,768.75 1,087.50 2,700.00

23,895.00 15,300.00 6,900.00 750.00 945.00

28,507.50 4,612.50 1,440.00 1,957.50 1,215.00

23,895.00 15,300.00 6,900.00 750.00 945.00

28,597.50 4,702.50 1,155.00 1,522.50 2,025.00

23,895.00 15,300.00 6,900.00 750.00 945.00

51,675.20 20,770.20 17,125.20 3,645.00

30,905.00 17,000.00 11,500.00 1,250.00

1,155.00

41,692.30 17,209.80 13,024.80 4,185.00

24,482.50 11,050.00 11,500.00 1,250.00 682.50

45,677.00 14,772.00 10,452.00 4,320.00

30,905.00 17,000.00 11,500.00 1,250.00 1,155.00

44,313.20 13,408.20 8,683.20 4,725.00

30,905.00 17,000.00 11,500.00 1,250.00 1,155.00

43,161.80 12,256.80 7,396.80 4,860.00

30,905.00 17,000.00 11,500.00 1,250.00 1,155.00

39,752.50 5,872.50 1,485.00 1,957.50 2,430.00

33,880.00 18,700.00 12,650.00 1,375.00 1,155.00

21,629.90 10,022.40 6,512.40 3,510.00

11,607.50 6,375.00 4,312.50 500.00 420.00

31,493.13 2,383.13 628.13 1,755.00

29,110.00 3,400.00 23,000.00 2,500.00 210.00

26,149.50 6,237.00 5,427.00 810.00

19,912.50 12,750.00 5,750.00 625.00 787.50

15,511.93 3,904.43 3,904.43

11,607.50 6,375.00 4,312.50 500.00 420.00

7,457.50

2,010.00 2,010.00

5,447.50 2,975.00 2,012.50 250.00 210.00

32,684.63 9,584.63 7,964.63 1,620.00

23,100.00 12,750.00 8,625.00 937.50 787.50

19,482.81 4,082.81 4,082.81

15,400.00 8,500.00 5,750.00 625.00 525.00

32,868.60 9,768.60 9,768.60

23,100.00 12,750.00 8,625.00 937.50 787.50

ABK Pek.Plesteran V - 84 document.xls

HARGA BAHAN/UPAH JUMLAH No. SNI KODE KOEF SAT. URAIAN PAKERJAAN MINIMUM MAKSIMUM MINIMUM MAKSIMUM

Rp Rp Rp Rp

V 2837 - 2008 PEKERJAAN P L E S T E R A N

6.1 1 m2 Memasang Plesteran 1 Pc : 1 Pp Tebal 15 mm 40,224.40 40,224.40 6.1.1 Bahan 21,636.90 21,636.90

15.504 Kg Portland Semen 1,256.25 1,256.25 19,476.90 19,476.90 0.016 m3 Pasir Pasang 135,000.00 135,000.00 2,160.00 2,160.00

6.1.2 Tenaga 18,587.50 18,587.50 0.2 OH Pekerja 42,500.00 42,500.00 8,500.00 8,500.00 0.15 OH Tukang batu 57,500.00 57,500.00 8,625.00 8,625.00 0.015 OH Kepala Tukang 62,500.00 62,500.00 937.50 937.50 0.01 OH Mandor 52,500.00 52,500.00 525.00 525.00

6.2 1 m2 Memasang Plesteran 1 Pc : 2 Pp Tebal 15 mm 34,131.40 34,131.40 6.2.1 Bahan 15,543.90 15,543.90

10.224 Kg Portland Semen 1,256.25 1,256.25 12,843.90 12,843.90 0.020 m3 Pasir Pasang 135,000.00 135,000.00 2,700.00 2,700.00

6.2.2 Tenaga 18,587.50 18,587.50 0.2 OH Pekerja 42,500.00 42,500.00 8,500.00 8,500.00 0.15 OH Tukang batu 57,500.00 57,500.00 8,625.00 8,625.00 0.015 OH Kepala Tukang 62,500.00 62,500.00 937.50 937.50 0.01 OH Mandor 52,500.00 52,500.00 525.00 525.00

6.3 1 m2 Memasang Plesteran 1 Pc : 3 Pp Tebal 15 mm 31,461.10 31,461.10 6.3.1 Bahan 12,873.60 12,873.60

7.776 Kg Portland Semen 1,256.25 1,256.25 9,768.60 9,768.60 0.023 m3 Pasir Pasang 135,000.00 135,000.00 3,105.00 3,105.00

6.3.2 Tenaga 18,587.50 18,587.50 0.2 OH Pekerja 42,500.00 42,500.00 8,500.00 8,500.00 0.15 OH Tukang batu 57,500.00 57,500.00 8,625.00 8,625.00 0.015 OH Kepala Tukang 62,500.00 62,500.00 937.50 937.50 0.01 OH Mandor 52,500.00 52,500.00 525.00 525.00

6.4 1 m2 Memasang Plesteran 1 Pc : 4 Pp Tebal 15 mm 29,666.50 29,666.50 6.4.1 Bahan 11,079.00 11,079.00

6.240 Kg Portland Semen 1,256.25 1,256.25 7,839.00 7,839.00 0.024 m3 Pasir Pasang 135,000.00 135,000.00 3,240.00 3,240.00

6.4.2 Tenaga 18,587.50 18,587.50 0.2 OH Pekerja 42,500.00 42,500.00 8,500.00 8,500.00 0.15 OH Tukang batu 57,500.00 57,500.00 8,625.00 8,625.00 0.015 OH Kepala Tukang 62,500.00 62,500.00 937.50 937.50 0.01 OH Mandor 52,500.00 52,500.00 525.00 525.00

6.5 1 m2 Memasang Plesteran 1 Pc : 5 Pp Tebal 15 mm 28,609.90 28,609.90 6.5.1 Bahan 10,022.40 10,022.40

5.184 Kg Portland Semen 1,256.25 1,256.25 6,512.40 6,512.40 0.026 m3 Pasir Pasang 135,000.00 135,000.00 3,510.00 3,510.00

6.5.2 Tenaga 18,587.50 18,587.50 0.2 OH Pekerja 42,500.00 42,500.00 8,500.00 8,500.00 0.15 OH Tukang batu 57,500.00 57,500.00 8,625.00 8,625.00 0.015 OH Kepala Tukang 62,500.00 62,500.00 937.50 937.50 0.01 OH Mandor 52,500.00 52,500.00 525.00 525.00

6.6 1 m2 Memasang Plesteran 1 Pc : 6 Pp Tebal 15 mm 27,780.10 27,780.10 6.6.1 Bahan 9,192.60 9,192.60

4.416 Kg Portland Semen 1,256.25 1,256.25 5,547.60 5,547.60 0.027 m3 Pasir Pasang 135,000.00 135,000.00 3,645.00 3,645.00

6.6.2 Tenaga 18,587.50 18,587.50

0.2 OH Pekerja 42,500.00 42,500.00 8,500.00 8,500.00 0.15 OH Tukang batu 57,500.00 57,500.00 8,625.00 8,625.00 0.015 OH Kepala Tukang 62,500.00 62,500.00 937.50 937.50 0.01 OH Mandor 52,500.00 52,500.00 525.00 525.00

6.7 1 m2 Memasang Plesteran 1 Pc : 7 Pp Tebal 15 mm 27,312.10 27,312.10 6.7.1 Bahan 8,724.60 8,724.60

3.936 Kg Portland Semen 1,256.25 1,256.25 4,944.60 4,944.60 0.028 m3 Pasir Pasang 135,000.00 135,000.00 3,780.00 3,780.00

6.7.2 Tenaga 18,587.50 18,587.50 0.2 OH Pekerja 42,500.00 42,500.00 8,500.00 8,500.00 0.15 OH Tukang batu 57,500.00 57,500.00 8,625.00 8,625.00 0.015 OH Kepala Tukang 62,500.00 62,500.00 937.50 937.50 0.01 OH Mandor 52,500.00 52,500.00 525.00 525.00

6.8 1 m2 Memasang Plesteran 1 Pc : 8 Pp Tebal 15 mm 26,844.10 26,844.10 6.8.1 Bahan 8,256.60 8,256.60

3.456 Kg Portland Semen 1,256.25 1,256.25 4,341.60 4,341.60 0.029 m3 Pasir Pasang 135,000.00 135,000.00 3,915.00 3,915.00

6.8.2 Tenaga 18,587.50 18,587.50 0.2 OH Pekerja 42,500.00 42,500.00 8,500.00 8,500.00 0.15 OH Tukang batu 57,500.00 57,500.00 8,625.00 8,625.00 0.015 OH Kepala Tukang 62,500.00 62,500.00 937.50 937.50 0.01 OH Mandor 52,500.00 52,500.00 525.00 525.00

6.9 1 m2 Memasang Plesteran 1 Pc : 1/2 Kp : 3 Pp Tebal 15 mm 27,221.00 27,221.00 6.9.1 Bahan 9,643.50 9,643.50

5.760 Kg Portland Semen 1,256.25 1,256.25 7,236.00 7,236.00 0.003 m3 Kapur Pasang 217,500 217,500 652.50 652.50

0.013 m3 Pasir Pasang 135,000.00 135,000.00 1,755.00 1,755.00

ABK Pek.Plesteran V - 85 document.xls

HARGA BAHAN/UPAH JUMLAH No. SNI KODE KOEF SAT. URAIAN PAKERJAAN MINIMUM MAKSIMUM MINIMUM MAKSIMUM

Rp Rp Rp Rp

6.9.2 Tenaga 17,577.50 17,577.50 0.22 OH Pekerja 42,500.00 42,500.00 9,350.00 9,350.00 0.12 OH Tukang batu 57,500.00 57,500.00 6,900.00 6,900.00 0.012 OH Kepala Tukang 62,500.00 62,500.00 750.00 750.00 0.011 OH Mandor 52,500.00 52,500.00 577.50 577.50

6.10 1 m2 Memasang Plesteran 1 Pc : 2 Kp : 8 Pp Tebal 15 mm 31,313.81 31,313.81 6.10.1 Bahan 4,398.81 4,398.81

3 kg Portland Semen 1,256.25 1,256.25 11.31 11.31 0.005 m3 Kapur Padam 217,500.00 217,500.00 1,957.50 1,957.50 0.020 m3 Pasir Pasang 135,000.00 135,000.00 2,430.00 2,430.00

6.10.2 Tenaga 26,915.00 26,915.00 0.22 OH Pekerja 42,500.00 42,500.00 12,155.00 12,155.00 0.12 OH Tukang batu 57,500.00 57,500.00 12,650.00 12,650.00 0.012 OH Kepala Tukang 62,500.00 62,500.00 1,375.00 1,375.00 0.011 OH Mandor 52,500.00 52,500.00 735.00 735.00

6.11 1 m2 Memasang Plesteran 1 SM : 1 Kp : 1 Pp Tebal 15 mm 22,190.00 22,190.00 6.11.1 Bahan 4,612.50 4,612.50

0.009 m3 Semen Merah 160,000.00 160,000.00 1,440.00 1,440.00 0.009 m3 Kapur Padam 217,500.00 217,500.00 1,957.50 1,957.50 0.009 m3 Pasir Pasang 135,000.00 135,000.00 1,215.00 1,215.00

6.11.2 Tenaga 17,577.50 17,577.50 0.22 OH Pekerja 42,500.00 42,500.00 9,350.00 9,350.00 0.12 OH Tukang batu 57,500.00 57,500.00 6,900.00 6,900.00 0.012 OH Kepala Tukang 62,500.00 62,500.00 750.00 750.00 0.011 OH Mandor 52,500.00 52,500.00 577.50 577.50

6.12 1 m2 Memasang Plesteran 1 SM : 1 Kp : 2 Pp Tebal 15 mm 22,280.00 22,280.00 6.12.1 Bahan 4,702.50 4,702.50

0.007 m3 Semen Merah 165,000.00 165,000.00 1,155.00 1,155.00 0.007 m3 Kapur Padam 217,500.00 217,500.00 1,522.50 1,522.50 0.015 m3 Pasir Pasang 135,000.00 135,000.00 2,025.00 2,025.00

6.12.2 Tenaga 17,577.50 17,577.50 0.22 OH Pekerja 42,500.00 42,500.00 9,350.00 9,350.00 0.12 OH Tukang batu 57,500.00 57,500.00 6,900.00 6,900.00 0.012 OH Kepala Tukang 62,500.00 62,500.00 750.00 750.00 0.011 OH Mandor 52,500.00 52,500.00 577.50 577.50

6.13 1 m2 Memasang Plesteran 1 Pc : 2 Pp Tebal 20 mm 41,152.30 41,152.30 6.13.1 Bahan 16,669.80 16,669.80

10.368 kg Portland Semen 1,256.25 1,256.25 13,024.80 13,024.80 0.027 m3 Pasir Pasang 135,000.00 135,000.00 3,645.00 3,645.00

6.13.2 Tenaga 24,482.50 24,482.50 0.26 OH Pekerja 42,500.00 42,500.00 11,050.00 11,050.00 0.20 OH Tukang batu 57,500.00 57,500.00 11,500.00 11,500.00 0.020 OH Kepala Tukang 62,500.00 62,500.00 1,250.00 1,250.00 0.013 OH Mandor 52,500.00 52,500.00 682.50 682.50

6.14 1 m2 Memasang Plesteran 1Pc : 3Pp Tebal 20 mm 41,692.30 41,692.30 6.14.1 Bahan 17,209.80 17,209.80

10.368 Kg Portland Semen 1,256.25 1,256.25 13,024.80 13,024.80 0.031 m3 Pasir Pasang 135,000.00 135,000.00 4,185.00 4,185.00

6.14.2 Tenaga 24,482.50 24,482.50 0.26 OH Pekerja 42,500.00 42,500.00 11,050.00 11,050.00 0.2 OH Tukang batu 57,500.00 57,500.00 11,500.00 11,500.00 0.02 OH Kepala Tukang 62,500.00 62,500.00 1,250.00 1,250.00 0.013 OH Mandor 52,500.00 52,500.00 682.50 682.50

6.15 1 m2 Memasang Plesteran 1 Pc : 4 Pp Tebal 20 mm 39,254.50 39,254.50 6.15.1 Bahan 14,772.00 14,772.00

8.320 kg Portland Semen 1,256.25 1,256.25 10,452.00 10,452.00 0.032 m3 Pasir Pasang 135,000.00 135,000.00 4,320.00 4,320.00

6.15.2 Tenaga 24,482.50 24,482.50 0.26 OH Pekerja 42,500.00 42,500.00 11,050.00 11,050.00 0.20 OH Tukang batu 57,500.00 57,500.00 11,500.00 11,500.00 0.020 OH Kepala Tukang 62,500.00 62,500.00 1,250.00 1,250.00 0.013 OH Mandor 52,500.00 52,500.00 682.50 682.50

6.16 1 m2 Memasang Plesteran 1Pc : 5Pp Tebal 20 mm 37,890.70 37,890.70 6.16.1 Bahan 13,408.20 13,408.20

6.912 Kg Portland Semen 1,256.25 1,256.25 8,683.20 8,683.20 0.035 m3 Pasir Pasang 135,000.00 135,000.00 4,725.00 4,725.00

6.16.2 Tenaga 24,482.50 24,482.50 0.26 OH Pekerja 42,500.00 42,500.00 11,050.00 11,050.00 0.2 OH Tukang batu 57,500.00 57,500.00 11,500.00 11,500.00 0.02 OH Kepala Tukang 62,500.00 62,500.00 1,250.00 1,250.00 0.013 OH Mandor 52,500.00 52,500.00 682.50 682.50

6.17 1 m2 Memasang Plesteran 1Pc : 6Pp Tebal 20 mm 36,739.30 36,739.30 6.17.1 Bahan 12,256.80 12,256.80

5.888 Kg Portland Semen 1,256.25 1,256.25 7,396.80 7,396.80 0.036 m3 Pasir Pasang 135,000.00 135,000.00 4,860.00 4,860.00

6.17.2 Tenaga 24,482.50 24,482.50 0.26 OH Pekerja 42,500.00 42,500.00 11,050.00 11,050.00 0.2 OH Tukang batu 57,500.00 57,500.00 11,500.00 11,500.00 0.02 OH Kepala Tukang 62,500.00 62,500.00 1,250.00 1,250.00 0.013 OH Mandor 52,500.00 52,500.00 682.50 682.50

ABK Pek.Plesteran V - 86 document.xls

HARGA BAHAN/UPAH JUMLAH No. SNI KODE KOEF SAT. URAIAN PAKERJAAN MINIMUM MAKSIMUM MINIMUM MAKSIMUM

Rp Rp Rp Rp

6.18 1 m2 Memasang Plesteran 1 SM : 2 Kp : 2 Pp Tebal 20 mm 32,787.50 32,787.50 6.18.1 Bahan 5,872.50 5,872.50

0.009 m3 Semen Merah 165,000.00 165,000.00 1,485.00 1,485.00 0.009 m3 Kapur Padam 217,500.00 217,500.00 1,957.50 1,957.50 0.018 m3 Pasir Pasang 135,000.00 135,000.00 2,430.00 2,430.00

6.18.2 Tenaga 26,915.00 26,915.00 0.286 OH Pekerja 42,500.00 42,500.00 12,155.00 12,155.00 0.22 OH Tukang batu 57,500.00 57,500.00 12,650.00 12,650.00 0.022 OH Kepala Tukang 62,500.00 62,500.00 1,375.00 1,375.00 0.014 OH Mandor 52,500.00 52,500.00 735.00 735.00

6.19 1 m2 Memasang Berapen 1 Pc : 5Pp Tebal 15 mm 21,279.90 21,279.90 6.19.1 Bahan 10,022.40 10,022.40

5.184 Kg Portland Semen 1,256.25 1,256.25 6,512.40 6,512.40 0.026 m3 Pasir Pasang 135,000.00 135,000.00 3,510.00 3,510.00

6.19.2 Tenaga 11,257.50 11,257.50 0.15 OH Pekerja 42,500.00 42,500.00 6,375.00 6,375.00 0.07 OH Tukang batu 57,500.00 57,500.00 4,025.00 4,025.00 0.007 OH Kepala Tukang 62,500.00 62,500.00 437.50 437.50 0.008 OH Mandor 52,500.00 52,500.00 420.00 420.00

6.20 1 m' Memasang Plesteran Skoning 1 Pc : 2Pp, lebar 10 mm 29,188.13 29,188.13 6.20.1 Bahan 2,383.13 2,383.13

0.5 Kg Portland Semen 1,256.25 1,256.25 628.13 628.13 0.013 m3 Pasir Pasang 135,000.00 135,000.00 1,755.00 1,755.00

6.20.2 Tenaga 26,805.00 26,805.00 0.057 OH Pekerja 42,500.00 42,500.00 2,422.50 2,422.50 0.38 OH Tukang batu 57,500.00 57,500.00 21,850.00 21,850.00 0.038 OH Kepala Tukang 62,500.00 62,500.00 2,375.00 2,375.00 0.003 OH Mandor 52,500.00 52,500.00 157.50 157.50

6.23 1 m2 Memasang Plesteran Ciprat 1Pc : 2 Pp 23,919.50 23,919.50 6.23.1 Bahan 6,237.00 6,237.00

4.32 Kg Portland Semen 1,256.25 1,256.25 5,427.00 5,427.00 0.006 m3 Pasir Pasang 135,000.00 135,000.00 810.00 810.00

6.23.2 Tenaga 17,682.50 17,682.50 0.25 OH Pekerja 42,500.00 42,500.00 10,625.00 10,625.00 0.1 OH Tukang batu 57,500.00 57,500.00 5,750.00 5,750.00 0.01 OH Kepala Tukang 62,500.00 62,500.00 625.00 625.00 0.013 OH Mandor 52,500.00 52,500.00 682.50 682.50

6.24 1 m2 Memasang Finishing Siar Pasangan Dinding Bata Merah (=20 m') 15,161.93 15,161.93 6.24.1 Bahan 3,904.43 3,904.43

3.108 Kg Portland Semen 1,256.25 1,256.25 3,904.43 3,904.43

6.24.2 Tenaga 11,257.50 11,257.50 0.15 OH Pekerja 42,500.00 42,500.00 6,375.00 6,375.00 0.07 OH Tukang batu 57,500.00 57,500.00 4,025.00 4,025.00 0.007 OH Kepala Tukang 62,500.00 62,500.00 437.50 437.50 0.008 OH Mandor 52,500.00 52,500.00 420.00 420.00

6.25 1 m2 Memasang Finishing Siar Pasangan Dinding Conblock ekspose (=8 m') 7,670.00 7,670.00 6.25.1 Bahan 2,010.00 2,010.00

1.600 Kg Portland Semen 1,256.25 1,256.25 2,010.00 2,010.00

6.25.2 Tenaga 5,660.00 5,660.00 0.075 OH Pekerja 42,500.00 42,500.00 3,187.50 3,187.50 0.035 OH Tukang batu 57,500.00 57,500.00 2,012.50 2,012.50 0.004 OH Kepala Tukang 62,500.00 62,500.00 250.00 250.00 0.004 OH Mandor 52,500.00 52,500.00 210.00 210.00

6.26 1 m2 Memasang Finishing Siar Pas.Batu Kali Adukan 1Pc : 2Pp 32,047.13 32,047.13 6.26.1 Bahan 9,584.63 9,584.63

6.34 Kg Pc 1,256.25 1,256.25 7,964.63 7,964.63 0.012 m3 PP 135,000.00 135,000.00 1,620.00 1,620.00

6.26.2 Tenaga 22,462.50 22,462.50 0.3 OH Pekerja 42,500.00 42,500.00 12,750.00 12,750.00

0.14 OH Tukang batu 57,500.00 57,500.00 8,050.00 8,050.00 0.014 OH Kepala Tukang 62,500.00 62,500.00 875.00 875.00 0.015 OH Mandor 52,500.00 52,500.00 787.50 787.50

6.27 1 m2 Memasang Acian 17,252.81 17,252.81 6.27.1 Bahan 4,082.81 4,082.81

3.25 Kg Portland Semen 1,256.25 1,256.25 4,082.81 4,082.81

6.27.2 Tenaga 13,170.00 13,170.00 0.15 OH Pekerja 42,500.00 42,500.00 6,375.00 6,375.00 0.10 OH Tukang batu 57,500.00 57,500.00 5,750.00 5,750.00 0.010 OH Kepala Tukang 62,500.00 62,500.00 625.00 625.00 0.008 OH Mandor 52,500.00 52,500.00 420.00 420.00

No. SNI KODE KOEF SAT. URAIAN PAKERJAAN

VI 3434 - 2008 PEKERJAAN K A Y U

6.1 1.000 m3 Membuat Kosen Pintu & Jendela Kayu klas I 6.1.2 Bahan

1.100 m3 Kayu Klas I (Jati) , Balok1.250 kg Paku Biasa 2" - 5 "1.000 kg Lem Kayu

6.1.2 Tenaga7.000 OH Pekerja

21.000 OH Tukang Kayu2.100 OH Kepala Tukang0.350 OH Mandor

6.2 1.000 m3 Membuat Kosen Pintu & Jendela Kayu klas II atau III 6.2.1 Bahan

1.200 m3 Kayu Klas II (Kamfer) , Balok1.250 kg Paku Biasa 2" - 5 "1.000 kg Lem Kayu

6.2.2 Tenaga6.000 OH Pekerja

18.000 OH Tukang Kayu1.800 OH Kepala Tukang0.300 OH Mandor

6.3 1 m2 Membuat Pintu KlampStandard Kayu Klas II (Kayu Kamfer)6.3.1 Bahan

0.040 m3 Kayu Klas II (Kamfer), papan 0.05 Kg Paku Biasa 2" - 5 "

6.3.2 Tenaga 0.35 OH Pekerja 1.05 OH Tukang Kayu 0.105 OH Kepala Tukang 0.018 OH Mandor

6.5 1.000 m2 Membuat Daun Pintu Panel Kayu Klas I atau II6.5.1 Bahan

0.040 m3 Kayu Klas II (Kamfer), papan0.050 kg Lem Kayu

6.5.2 Tenaga1.000 OH Pekerja3.000 OH Tukang Kayu0.300 OH Kepala Tukang

0.050 OH Mandor

6.6 1.000 m2 Membuat Pintu & Jendela Kaca Kayu Klas I atau II6.6.1 Bahan

0.024 m3 Kayu Klas II (Kamfer), papan0.300 kg Lem Kayu

6.6.2 Tenaga0.800 OH Pekerja2.400 OH Tukang Kayu0.240 OH Kepala Tukang0.040 OH Mandor

6.7 1 m2 Membuat Pintu & Jendela Jalusi Kayu Klas I atau II6.7.1 Bahan

0.064 m3 Kayu Klas I (Jati), papan 0.5 kg Lem Kayu

6.7.2 Tenaga 1 OH Pekerja 3 OH Tukang Kayu 0.3 OH Kepala Tukang 0.05 OH Mandor

6.8 1.000 m2 Membuat Pintu kayu lapis (Plywood) Rangkap rangka Kayu Klas II (lbr s/d 90 cm)6.8.1 Bahan

0.025 m3 Kayu Klas II (Kamfer), papan0.030 Kg Paku Biasa 1/2" - 1"0.500 Ltr Lem Kayu1.000 Lbr Plywood tebal 4 mm uk.90x220cm

6.8.2 Tenaga0.700 OH Pekerja2.100 OH Tukang Kayu0.210 OH Kepala Tukang0.035 OH Mandor

6.9 1.000 m2 Membuat Pintu Plywood rangkap, rangka expose kayu klas I atau II6.9.1 Bahan

0.0256 m3 Kayu Klas II (Kamfer), papan0.030 Kg Paku Biasa 1/2" - 1"0.500 Ltr Lem Kayu1.000 Lbr Plywood tebal 4 mm uk.90x220cm

6.9.2 Tenaga0.800 OH Pekerja2.400 OH Tukang Kayu0.240 OH Kepala Tukang0.040 OH Mandor

6.10 1.000 m2 Membuat Jalusi mati Kosen Kayu Klas I atau II6.10.1 Bahan

0.060 m3 Kayu Klas I (Jati), papan0.150 Kg Paku Biasa 1/2" - 1"

6.10.2 Tenaga0.670 OH Pekerja2.000 OH Tukang Kayu0.200 OH Kepala Tukang0.335 OH Mandor

6.11 1.000 m2 Membuat Pintu Teakwood Rangkap, Rangka Expose Kayu Klas I6.11.1 Bahan

0.025 m3 Kayu Klas I (Jati), papan0.030 Kg Paku Biasa 1/2" - 1"0.300 kg Lem Kayu1.000 Lbr Teakwood (90 x 220) cm x 4 mm

6.11.2 Tenaga0.800 OH Pekerja2.400 OH Tukang Kayu0.240 OH Kepala Tukang0.040 OH Mandor

6.12 1.000 m2 Membuat Pintu Teakwood Rangkap Lapis Formika,Rangka expose Kayu Klas II6.12.1 Bahan

0.025 m3 Kayu Klas II (Kamfer), papan0.030 Kg Paku Biasa 1/2" - 1"0.080 kg Lem Kayu1.000 Lbr Teakwood (90 x 220) cm x 4 mm0.500 Lbr Formika

6.12.2 Tenaga0.850 OH Pekerja2.550 OH Tukang Kayu0.255 OH Kepala Tukang0.043 OH Mandor

6.13 1.000 m3 Memasang Konstruksi Kuda-kuda Konvensional Kayu I; II & III Bentang 6 meter6.13.1 Bahan

1.100 m3 Kayu Kamfer, balok15.000 Kg Besi Strip

5.600 Kg Paku Biasa 2" - 5"

6.13.2 Tenaga4.000 OH Pekerja

12.000 OH Tukang Kayu1.200 OH Kepala Tukang0.200 OH Mandor

6.14 1.000 m3 Memasang Konstruksi Kuda-kuda Expose, Kayu Klas I6.14.1 Bahan

1.200 m3 Kayu Klas I (jati), balok15.000 Kg Besi Strip

5.600 Kg Paku Biasa 2" - 5"

6.14.2 Tenaga6.700 OH Pekerja

20.100 OH Tukang Kayu2.010 OH Kepala Tukang0.335 OH Mandor

6.15 1 m3 Memasang konstruksi Gording, Kayu Klas II6.15.1 Bahan

1.1 m3 Kayu Klas I (Kamfer), balok15 Kg Besi Strip

3 Kg Paku Biasa 2" - 5"

6.15.2 Tenaga2.4 OH Pekerja7.2 OH Tukang Kayu

0.72 OH Kepala Tukang0.12 OH Mandor

6.16 1.000 m2 Memasang Rangka Atap Genteng Keramik, Kayu Klas II6.16.1 Bahan

0.014 m3 Kayu Klas II (Kamfer), Kaso-kaso (5x7) cm0.0036 m3 Reng (2x3) cm

0.250 Kg Paku Biasa 2" - 5"

6.16.2 Tenaga0.100 OH Pekerja0.100 OH Tukang Kayu0.010 OH Kepala Tukang0.005 OH Mandor

6.17 1.000 m2 Memasang Rangka Atap Genteng Beton, Kayu Klas II6.17.1 Bahan

0.014 m3 Kayu Klas II (Kamfer), Kaso-kaso (5x7) cm0.0072 m3 Reng (2x3) cm

0.250 Kg Paku Biasa 2" - 5"

6.17.2 Tenaga0.100 OH Pekerja0.100 OH Tukang Kayu0.010 OH Kepala Tukang0.005 OH Mandor

6.18 1 m2 Memasang Rangka Atap Sirap, Kayu Klas II 6.18.1 Bahan

0.165 m3 Kayu Klas II (Kamfer), balok 0.2 Kg Paku Biasa 2" - 5"

6.18.2 Tenaga 0.12 OH Pekerja 0.12 OH Tukang Kayu 0.012 OH Kepala Tukang 0.006 OH Mandor

6.19 1.000 m2 Memasang Rangka Langit-langit (1,00x1,00) m, kayu Klas II atau III6.19.1 Bahan

0.0154 m3 Kayu Klas II (Kamfer), balok0.200 Kg Paku Biasa 2" - 5"

6.19.2 Tenaga0.150 OH Pekerja0.300 OH Tukang Kayu0.030 OH Kepala Tukang0.075 OH Mandor

6.20 1.000 m2 Memasang Rangka Langit-langit (60x60) cm, kayu Klas II atau III6.20.1 Bahan

0.0163 m3 Kayu Klas II (Kamfer), balok0.250 Kg Paku Biasa 2" - 5"

6.20.2 Tenaga0.200 OH Pekerja0.300 OH Tukang Kayu0.030 OH Kepala Tukang0.010 OH Mandor

6.21 1.000 m' Memasang Listplank Uk. (3x20)cm Kayu klas I atau II6.21.1 Bahan

0.0108 m3 Kayu klas I (Jati), papan0.100 Kg Paku Biasa 2" - 5"

6.21.2 Tenaga0.100 OH Pekerja

0.200 OH Tukang Kayu0.020 OH Kepala Tukang0.005 OH Mandor

6.22 1 m' Memasang Listplank Uk. (3x30)cm Kayu klas I atau klas II6.22.1 Bahan

0.011 m3 Kayu klas II (Kamfer), papan 0.05 Kg Paku Biasa 2" - 5"

6.22.2 Tenaga 0.1 OH Pekerja 0.2 OH Tukang Kayu 0.02 OH Kepala Tukang 0.005 OH Mandor

6.23 1 m2 Memasang Rangka Dinding Pemisah (60x120) cm Kayu klas II atau III6.23.1 Bahan

0.028 m3 Kayu klas II (Kamfer), balok 0.15 Kg Paku Biasa 2" - 5"

6.23.2 Tenaga 0.15 OH Pekerja 0.45 OH Tukang Kayu 0.045 OH Kepala Tukang 0.008 OH Mandor

6.24 1 m2 Memasang Dinding Pemisah Teakwood Rangkap Rangka Kayu Klas II6.24.1 Bahan

0.028 m3 Kayu klas II (Kamfer), balok 0.15 Kg Paku Biasa 2" - 5" 0.86 Lbr Teakwood 120 x 240 cm tebal 4mm 0.56 Ltr Lem

6.24.2 Tenaga 0.15 OH Pekerja 0.45 OH Tukang Kayu 0.045 OH Kepala Tukang 0.008 OH Mandor

6.26 1 m2 Memasang Dinding Lambriziring dari Papan klas I6.26.1 Bahan

0.007 m3 Kayu klas I (Jati), papan 0.1 Kg Paku Biasa 2" - 5" 0.15 Kg Paku Sekrup 3,5"

6.26.2 Tenaga

0.6 OH Pekerja 1.8 OH Tukang Kayu 0.18 OH Kepala Tukang 0.03 OH Mandor

6.27 1 m2 Memasang Dinding Lambriziring dari Plywood ukuran (120x240) cm6.27.1 Bahan

0.4 Lbr Plywood (120 X 240) cm x 4mm 0.05 Kg Paku Biasa 1/2" - 1"

6.27.2 Tenaga 0.025 OH Pekerja 0.075 OH Tukang Kayu 0.0080 OH Kepala Tukang 0.0010 OH Mandor

6.28 1 m2 Memasang Dinding Bilik, Rangka Kayu Klas III atau IV 6.28.1 Bahan

1.5 m2 Bilik Bambu0.014 m3 Kayu Klas III (Meranti)

0.012 Kg Paku Biasa 1/2" - 1"0.003 m' List Kayu 2/4

6.28.2 Tenaga 0.1 OH Pekerja 0.05 OH Tukang Kayu 0.005 OH Kepala Tukang 0.005 OH Mandor

Revisi ok

1.000 m2 Memasang Rangka Langit-langit (1,00x1,00) m, kayu Klas II atau IIIBahan

0.0154 m3 Kayu Kruing, balok0.200 Kg Paku Biasa 2" - 5"

Tenaga0.150 OH Pekerja0.300 OH Tukang Kayu0.030 OH Kepala Tukang0.075 OH Mandor

1 m' Memasang Listplank Uk. (2x20)cm Kayu klas I atau klas IIBahan

0.007 m3 Kayu klas II Bengkirai, papan 0.10 Kg Paku Biasa 2" - 5"

Tenaga 0.1 OH Pekerja 0.2 OH Tukang Kayu 0.02 OH Kepala Tukang 0.005 OH Mandor

1.000 m2 Membuat Pintu Panil Multiplex rangka kayu kamferBahan

0.0256 m3 Kayu Klas II (Kamfer), papan0.030 Kg Paku Biasa 1/2" - 1"0.500 Ltr Lem Kayu0.400 Lbr Multiplex 9mm (120x240)

Tenaga0.800 OH Pekerja2.400 OH Tukang Kayu0.240 OH Kepala Tukang0.040 OH Mandor

HARGA BAHAN/UPAH JUMLAH MINIMUM MAKSIMUM MINIMUM

Rp Rp Rp

Membuat Kosen Pintu & Jendela Kayu klas I 23,415,500.00 21,760,875.00

19,750,000.00 19,750,000.00 21,725,000.00 13,500.00 13,500.00 16,875.00 19,000.00 19,000.00 19,000.00

1,654,625.00 42,500.00 42,500.00 297,500.00 57,500.00 57,500.00 1,207,500.00 62,500.00 62,500.00 131,250.00 52,500.00 52,500.00 18,375.00

Membuat Kosen Pintu & Jendela Kayu klas II atau III 9,734,125.00 8,315,875.00

6,900,000.00 6,900,000.00 8,280,000.00 13,500.00 13,500.00 16,875.00 19,000.00 19,000.00 19,000.00

1,418,250.00 42,500.00 42,500.00 255,000.00 57,500.00 57,500.00 1,035,000.00 62,500.00 62,500.00 112,500.00 52,500.00 52,500.00 15,750.00

Membuat Pintu KlampStandard Kayu Klas II (Kayu Kamfer) 379,432.50 296,675.00

7,400,000.00 7,400,000.00 296,000.00 13,500.00 13,500.00 675.00

82,757.50 42,500.00 42,500.00 14,875.00 57,500.00 57,500.00 60,375.00 62,500.00 62,500.00 6,562.50 52,500.00 52,500.00 945.00

Membuat Daun Pintu Panel Kayu Klas I atau II 533,325.00 296,950.00

7,400,000.00 7,400,000.00 296,000.00 19,000.00 19,000.00 950.00

236,375.00 42,500.00 42,500.00 42,500.00 57,500.00 57,500.00 172,500.00 62,500.00 62,500.00 18,750.00

52,500.00 52,500.00 2,625.00

Membuat Pintu & Jendela Kaca Kayu Klas I atau II 372,400.00 183,300.00

7,400,000.00 7,400,000.00 177,600.00 19,000.00 19,000.00 5,700.00

189,100.00 42,500.00 42,500.00 34,000.00 57,500.00 57,500.00 138,000.00 62,500.00 62,500.00 15,000.00 52,500.00 52,500.00 2,100.00

Membuat Pintu & Jendela Jalusi Kayu Klas I atau II 1,621,875.00 1,385,500.00

21,500,000.00 21,500,000.00 1,376,000.00 19,000.00 19,000.00 9,500.00

236,375.00 42,500.00 42,500.00 42,500.00 57,500.00 57,500.00 172,500.00 62,500.00 62,500.00 18,750.00 52,500.00 52,500.00 2,625.00

Membuat Pintu kayu lapis (Plywood) Rangkap rangka Kayu Klas II (lbr s/d 90 cm) 412,867.50 247,405.00

7,400,000.00 7,400,000.00 185,000.00 13,500.00 13,500.00 405.00 19,000.00 19,000.00 9,500.00 52,500.00 52,500.00 52,500.00

165,462.50 42,500.00 42,500.00 29,750.00 57,500.00 57,500.00 120,750.00 62,500.00 62,500.00 13,125.00 52,500.00 52,500.00 1,837.50

Membuat Pintu Plywood rangkap, rangka expose kayu klas I atau II 440,945.00 251,845.00

7,400,000.00 7,400,000.00 189,440.00 13,500.00 13,500.00 405.00 19,000.00 19,000.00 9,500.00 52,500.00 52,500.00 52,500.00

189,100.00 42,500.00 42,500.00 34,000.00 57,500.00 57,500.00 138,000.00 62,500.00 62,500.00 15,000.00 52,500.00 52,500.00 2,100.00

Membuat Jalusi mati Kosen Kayu Klas I atau II 1,465,587.50 1,292,025.00

21,500,000.00 21,500,000.00 1,290,000.00 13,500.00 13,500.00 2,025.00

173,562.50 42,500.00 42,500.00 28,475.00 57,500.00 57,500.00 115,000.00 62,500.00 62,500.00 12,500.00 52,500.00 52,500.00 17,587.50

Membuat Pintu Teakwood Rangkap, Rangka Expose Kayu Klas I 785,205.00 596,105.00

21,500,000.00 21,500,000.00 537,500.00 13,500.00 13,500.00 405.00 19,000.00 19,000.00 5,700.00 52,500.00 52,500.00 52,500.00

189,100.00 42,500.00 42,500.00 34,000.00 57,500.00 57,500.00 138,000.00 62,500.00 62,500.00 15,000.00 52,500.00 52,500.00 2,100.00

Membuat Pintu Teakwood Rangkap Lapis Formika,Rangka expose Kayu Klas II 471,620.00 270,675.00

7,400,000.00 7,400,000.00 185,000.00 13,500.00 13,500.00 405.00 19,000.00 19,000.00 1,520.00 52,500.00 52,500.00 52,500.00 62,500.00 62,500.00 31,250.00

200,945.00 42,500.00 42,500.00 36,125.00 57,500.00 57,500.00 146,625.00 62,500.00 62,500.00 15,937.50 52,500.00 52,500.00 2,257.50

Memasang Konstruksi Kuda-kuda Konvensional Kayu I; II & III Bentang 6 meter 8,814,600.00 7,868,100.00

6,900,000.00 6,900,000.00 7,590,000.00 13,500.00 13,500.00 202,500.00 13,500.00 13,500.00 75,600.00

946,500.00 42,500.00 42,500.00 170,000.00

57,500.00 57,500.00 690,000.00 62,500.00 62,500.00 75,000.00 57,500.00 57,500.00 11,500.00

Memasang Konstruksi Kuda-kuda Expose, Kayu Klas I 25,563,487.50 23,978,100.00

19,750,000.00 19,750,000.00 23,700,000.00 13,500.00 13,500.00 202,500.00 13,500.00 13,500.00 75,600.00

1,585,387.50 42,500.00 42,500.00 284,750.00 57,500.00 57,500.00 1,155,750.00 62,500.00 62,500.00 125,625.00 57,500.00 57,500.00 19,262.50

Memasang konstruksi Gording, Kayu Klas II 8,400,900.00 7,833,000.00

6,900,000.00 6,900,000.00 7,590,000.00 13,500.00 13,500.00 202,500.00 13,500.00 13,500.00 40,500.00

567,900.00 42,500.00 42,500.00 102,000.00 57,500.00 57,500.00 414,000.00 62,500.00 62,500.00 45,000.00 57,500.00 57,500.00 6,900.00

Memasang Rangka Atap Genteng Keramik, Kayu Klas II 135,702.50 124,815.00

6,900,000.00 6,900,000.00 96,600.00 6,900,000.00 6,900,000.00 24,840.00

13,500.00 13,500.00 3,375.00

10,887.50 42,500.00 42,500.00 4,250.00 57,500.00 57,500.00 5,750.00 62,500.00 62,500.00 625.00 52,500.00 52,500.00 262.50

Memasang Rangka Atap Genteng Beton, Kayu Klas II 160,542.50 149,655.00

6,900,000.00 6,900,000.00 96,600.00 6,900,000.00 6,900,000.00 49,680.00

13,500.00 13,500.00 3,375.00

10,887.50 42,500.00 42,500.00 4,250.00 57,500.00 57,500.00 5,750.00 62,500.00 62,500.00 625.00 52,500.00 52,500.00 262.50

Memasang Rangka Atap Sirap, Kayu Klas II 1,154,265.00 1,141,200.00

6,900,000.00 6,900,000.00 1,138,500.00 13,500.00 13,500.00 2,700.00

13,065.00 42,500.00 42,500.00 5,100.00 57,500.00 57,500.00 6,900.00 62,500.00 62,500.00 750.00 52,500.00 52,500.00 315.00

Memasang Rangka Langit-langit (1,00x1,00) m, kayu Klas II atau III 138,397.50 108,960.00

6,900,000.00 6,900,000.00 106,260.00 13,500.00 13,500.00 2,700.00

29,437.50 42,500.00 42,500.00 6,375.00 57,500.00 57,500.00 17,250.00 62,500.00 62,500.00 1,875.00 52,500.00 52,500.00 3,937.50

Memasang Rangka Langit-langit (60x60) cm, kayu Klas II atau III 143,995.00 115,845.00

6,900,000.00 6,900,000.00 112,470.00 13,500.00 13,500.00 3,375.00

28,150.00 42,500.00 42,500.00 8,500.00 57,500.00 57,500.00 17,250.00 62,500.00 62,500.00 1,875.00 52,500.00 52,500.00 525.00

Memasang Listplank Uk. (3x20)cm Kayu klas I atau II 250,812.50 233,550.00

21,500,000.00 21,500,000.00 232,200.00 13,500.00 13,500.00 1,350.00

17,262.50 42,500.00 42,500.00 4,250.00

57,500.00 57,500.00 11,500.00 62,500.00 62,500.00 1,250.00 52,500.00 52,500.00 262.50

Memasang Listplank Uk. (3x30)cm Kayu klas I atau klas II 99,337.50 82,075.00

7,400,000.00 7,400,000.00 81,400.00 13,500.00 13,500.00 675.00

17,262.50 42,500.00 42,500.00 4,250.00 57,500.00 57,500.00 11,500.00 62,500.00 62,500.00 1,250.00 52,500.00 52,500.00 262.50

Memasang Rangka Dinding Pemisah (60x120) cm Kayu klas II atau III 230,707.50 195,225.00

6,900,000.00 6,900,000.00 193,200.00 13,500.00 13,500.00 2,025.00

35,482.50 42,500.00 42,500.00 6,375.00 57,500.00 57,500.00 25,875.00 62,500.00 62,500.00 2,812.50 52,500.00 52,500.00 420.00

Memasang Dinding Pemisah Teakwood Rangkap Rangka Kayu Klas II 286,497.50 251,015.00

6,900,000.00 6,900,000.00 193,200.00 13,500.00 13,500.00 2,025.00 52,500.00 52,500.00 45,150.00 19,000.00 19,000.00 10,640.00

35,482.50 42,500.00 42,500.00 6,375.00 57,500.00 57,500.00 25,875.00 62,500.00 62,500.00 2,812.50 52,500.00 52,500.00 420.00

Memasang Dinding Lambriziring dari Papan klas I 295,587.50 153,762.50

21,500,000.00 21,500,000.00 150,500.00 13,500.00 13,500.00 1,350.00 12,750.00 12,750.00 1,912.50

141,825.00

42,500.00 42,500.00 25,500.00 57,500.00 57,500.00 103,500.00 62,500.00 62,500.00 11,250.00 52,500.00 52,500.00 1,575.00

Memasang Dinding Lambriziring dari Plywood ukuran (120x240) cm 27,602.50 21,675.00

52,500.00 52,500.00 21,000.00 13,500.00 13,500.00 675.00

5,927.50 42,500.00 42,500.00 1,062.50 57,500.00 57,500.00 4,312.50 62,500.00 62,500.00 500.00 52,500.00 52,500.00 52.50

Memasang Dinding Bilik, Rangka Kayu Klas III atau IV 99,450.80 91,750.80

16,250.00 16,250.00 24,375.00 4,800,000.00 4,800,000.00 67,200.00

13,500.00 13,500.00 162.00 4,600.00 4,600.00 13.80

7,700.00 42,500.00 42,500.00 4,250.00 57,500.00 57,500.00 2,875.00 62,500.00 62,500.00 312.50 52,500.00 52,500.00 262.50

Memasang Rangka Langit-langit (1,00x1,00) m, kayu Klas II atau III 110,677.50 81,240.00

5,100,000.00 5,100,000.00 78,540.00 13,500.00 13,500.00 2,700.00

29,437.50 42,500.00 42,500.00 6,375.00 57,500.00 57,500.00 17,250.00 62,500.00 62,500.00 1,875.00 52,500.00 52,500.00 3,937.50

Memasang Listplank Uk. (2x20)cm Kayu klas I atau klas II 90,972.50 73,710.00

10,050,000.00 10,050,000.00 72,360.00 13,500.00 13,500.00 1,350.00

17,262.50 42,500.00 42,500.00 4,250.00 57,500.00 57,500.00 11,500.00 62,500.00 62,500.00 1,250.00 52,500.00 52,500.00 262.50

Membuat Pintu Panil Multiplex rangka kayu kamfer 430,445.00 241,345.00

7,400,000.00 7,400,000.00 189,440.00 13,500.00 13,500.00 405.00 19,000.00 19,000.00 9,500.00

105,000.00 105,000.00 42,000.00 189,100.00

42,500.00 42,500.00 34,000.00 57,500.00 57,500.00 138,000.00 62,500.00 62,500.00 15,000.00 52,500.00 52,500.00 2,100.00

JUMLAH MAKSIMUM

Rp

23,415,500.00 21,760,875.00 21,725,000.00 16,875.00 19,000.00 1,654,625.00 297,500.00 1,207,500.00 131,250.00 18,375.00

9,734,125.00 8,315,875.00 8,280,000.00 16,875.00 19,000.00 1,418,250.00 255,000.00 1,035,000.00 112,500.00 15,750.00

379,432.50 296,675.00 296,000.00 675.00

82,757.50 14,875.00 60,375.00 6,562.50 945.00

533,325.00 296,950.00 296,000.00 950.00 236,375.00 42,500.00 172,500.00 18,750.00

2,625.00

372,400.00 183,300.00 177,600.00 5,700.00 189,100.00 34,000.00 138,000.00 15,000.00 2,100.00

1,621,875.00 1,385,500.00 1,376,000.00 9,500.00 236,375.00 42,500.00 172,500.00 18,750.00 2,625.00

412,867.50 247,405.00 185,000.00 405.00 9,500.00 52,500.00

165,462.50 29,750.00 120,750.00 13,125.00 1,837.50

440,945.00 251,845.00 189,440.00 405.00 9,500.00 52,500.00 189,100.00 34,000.00 138,000.00 15,000.00 2,100.00

1,465,587.50 1,292,025.00 1,290,000.00 2,025.00

173,562.50 28,475.00 115,000.00 12,500.00 17,587.50

785,205.00 596,105.00 537,500.00 405.00 5,700.00 52,500.00

189,100.00 34,000.00 138,000.00 15,000.00 2,100.00

471,620.00 270,675.00 185,000.00 405.00 1,520.00 52,500.00 31,250.00 200,945.00 36,125.00 146,625.00 15,937.50 2,257.50

8,814,600.00 7,868,100.00 7,590,000.00 202,500.00 75,600.00

946,500.00 170,000.00

690,000.00 75,000.00 11,500.00

25,563,487.50 23,978,100.00 23,700,000.00 202,500.00 75,600.00

1,585,387.50 284,750.00 1,155,750.00 125,625.00 19,262.50

8,400,900.00 7,833,000.00 7,590,000.00 202,500.00 40,500.00

567,900.00 102,000.00 414,000.00 45,000.00 6,900.00

135,702.50 124,815.00 96,600.00 24,840.00 3,375.00

10,887.50 4,250.00 5,750.00 625.00 262.50

160,542.50 149,655.00 96,600.00 49,680.00 3,375.00

10,887.50 4,250.00 5,750.00 625.00 262.50

1,154,265.00 1,141,200.00 1,138,500.00 2,700.00

13,065.00 5,100.00 6,900.00 750.00 315.00

138,397.50 108,960.00 106,260.00 2,700.00

29,437.50 6,375.00 17,250.00 1,875.00 3,937.50

143,995.00 115,845.00 112,470.00 3,375.00

28,150.00 8,500.00 17,250.00 1,875.00 525.00

250,812.50 233,550.00 232,200.00 1,350.00

17,262.50 4,250.00

11,500.00 1,250.00 262.50

99,337.50 82,075.00 81,400.00 675.00

17,262.50 4,250.00 11,500.00 1,250.00 262.50

230,707.50 195,225.00 193,200.00 2,025.00

35,482.50 6,375.00 25,875.00 2,812.50 420.00

286,497.50 251,015.00 193,200.00 2,025.00 45,150.00 10,640.00

35,482.50 6,375.00 25,875.00 2,812.50 420.00

295,587.50 153,762.50 150,500.00 1,350.00 1,912.50

141,825.00

25,500.00 103,500.00 11,250.00 1,575.00

27,602.50 21,675.00 21,000.00 675.00

5,927.50 1,062.50 4,312.50 500.00 52.50

99,450.80 91,750.80 24,375.00 67,200.00 162.00 13.80

7,700.00 4,250.00 2,875.00 312.50 262.50

110,677.50 81,240.00 78,540.00 2,700.00

29,437.50 6,375.00 17,250.00 1,875.00 3,937.50

90,972.50 73,710.00 72,360.00 1,350.00

17,262.50 4,250.00 11,500.00 1,250.00 262.50

430,445.00 241,345.00 189,440.00 405.00 9,500.00 42,000.00 189,100.00 34,000.00 138,000.00 15,000.00 2,100.00

No. SNI KODE KOEF SAT. URAIAN PAKERJAAN

VII 7394 - 2008 PEKERJAAN B E T O N

6.1 1 m3 Membuat Beton mutu f'c=7,4 Mpa (K100), slum (12±2)cm, w/c = 0,876.1.1 Bahan

247 Kg Portland Semen 869 Kg Pasir Beton 999 Kg Kerikil (maksimum 30 mm) 215 ltr Air

6.1.2 Tenaga 1.65 OH Pekerja 0.275 OH Tukang Batu 0.028 OH Kepala Tukang 0.083 OH Mandor

6.2 1 m3 Membuat Beton mutu f'c=9,8 Mpa (K125), slum (12±2)cm, w/c = 0,786.2.1 Bahan

276 Kg Portland Semen 828 kg Pasir Beton 1,012 kg Kerikil (maksimum 30 mm)

215 ltr Air6.2.2 Tenaga

1.65 OH Pekerja 0.275 OH Tukang Batu 0.028 OH Kepala Tukang 0.083 OH Mandor

6.3 1 m3 Membuat Beton mutu f'c=12,2 Mpa (K150), slum (12±2)cm, w/c = 0,726.3.1 Bahan

299 Kg Portland Semen 799 kg Pasir Beton 1,017 kg Kerikil (maksimum 30 mm)

215 ltr Air6.3.2 Tenaga

1.65 OH Pekerja 0.275 OH Tukang Batu 0.028 OH Kepala Tukang 0.083 OH Mandor

6.4 1 m3 Membuat Lantai Kerja Beton mutu f'c=7,4 MPa (K100), slum (3-6)cm, w/c = 0,876.4.1 Bahan

230 Kg Portland Semen 893 kg Pasir Beton 1,027 kg Kerikil (maksimum 30 mm)

200 ltr Air

6.4.2 Tenaga 1.2 OH Pekerja 0.2 OH Tukang Batu 0.02 OH Kepala Tukang 0.006 OH Mandor

6.5 1 m3 Membuat Beton mutu f'c=14,5 MPa (K175), slum (12±2)cm, w/c = 0,666.5.1 Bahan

326 Kg Portland Semen 760 Kg Pasir Beton 1,029 Kg Kerikil (maksimum 30 mm)

215 ltr Air6.5.2 Tenaga

1.65 OH Pekerja 0.275 OH Tukang Batu 0.028 OH Kepala Tukang 0.083 OH Mandor

6.6 1 m3 Membuat Beton mutu f'c=16,9 MPa (K200), slum (12±2)cm, w/c = 0,616.6.1 Bahan

352 Kg Portland Semen 731 Kg Pasir Beton 1,031 Kg Kerikil (maksimum 30 mm)

215 ltr Air6.6.2 Tenaga

1.65 OH Pekerja 0.275 OH Tukang Batu 0.028 OH Kepala Tukang 0.083 OH Mandor

6.7 1 m3 Membuat Beton mutu f'c=19,3 MPa (K225), slum (12±2)cm, w/c = 0,586.7.1 Bahan

371 Kg Portland Semen 698 Kg Pasir Beton 1,047 Kg Kerikil (maksimum 30 mm)

215 ltr Air6.7.2 Tenaga

1.65 OH Pekerja 0.275 OH Tukang Batu 0.028 OH Kepala Tukang 0.083 OH Mandor

6.8 1 m3 Membuat Beton mutu f'c=21,7 MPa (K250), slum (12±2)cm, w/c = 0,566.8.1 Bahan

384 Kg Portland Semen 692 Kg Pasir Beton

1,039 Kg Kerikil (maksimum 30 mm)215 ltr Air

6.8.2 Tenaga 1.65 OH Pekerja 0.275 OH Tukang Batu 0.028 OH Kepala Tukang 0.083 OH Mandor

6.9 1 m3 Membuat Lantai Kerja Beton mutu f'c=24,0 MPa (K275), slum (12±2)cm, w/c = 0,536.9.1 Bahan

406 Kg Portland Semen 684 kg Pasir Beton 1,026 kg Kerikil (maksimum 30 mm)

215 ltr Air6.9.2 Tenaga

1.65 OH Pekerja 0.275 OH Tukang Batu 0.028 OH Kepala Tukang 0.083 OH Mandor

6.10 1 m3 Membuat Beton mutu f'c=26,4 MPa (K300), slum (12±2)cm, w/c = 0,526.10.1 Bahan

413 Kg Portland Semen 681 Kg Pasir Beton 1,021 Kg Kerikil (maksimum 30 mm)

215 ltr Air

6.10.2 Tenaga 1.65 OH Pekerja 0.275 OH Tukang Batu 0.028 OH Kepala Tukang 0.083 OH Mandor

6.11 1 m3 Membuat Beton mutu f'c=28,8 MPa (K325), slum (12±2)cm, w/c = 0,496.11.1 Bahan

439 Kg Portland Semen 670 Kg Pasir Beton 1,006 Kg Kerikil (maksimum 30 mm)

215 ltr Air6.11.2 Tenaga

2.1 OH Pekerja 0.35 OH Tukang Batu 0.035 OH Kepala Tukang 0.105 OH Mandor

6.12 1 m3 Membuat Beton mutu f'c=31,2 MPa (K350), slum (12±2)cm, w/c = 0,48

6.12.1 Bahan 448 Kg Portland Semen 667 Kg Pasir Beton 1,000 Kg Kerikil (maksimum 30 mm)

215 ltr Air6.12.2 Tenaga

2.10 OH Pekerja 0.350 OH Tukang Batu 0.035 OH Kepala Tukang 0.105 OH Mandor

6.17 10 Kg Pembesian dg Besi Polos atau Besi Ulir6.17.1 Bahan

10.50 Kg Besi Beton (polos/ulir) 0.150 Kg Kawat Beton

6.17.2 Tenaga 0.07 OH Pekerja 0.07 OH Tukang Besi 0.007 OH Kepala Tukang 0.004 OH Mandor

6.18 10 Kg Kabel Presstresed Polos/strand6.18.1 Bahan

10.5 Kg Besi presstred polos 0.1 Kg Kawat Beton

6.18.2 Tenaga 0.05 OH Pekerja 0.05 OH Tukang Besi 0.005 OH Kepala Tukang 0.003 OH Mandor

6.19 1 Kg Jaring Kawat baja/Wire Mesh6.19.1 Bahan

1.02 Kg Jaring Kawat Baja dilas0.05 Kg Kawat Beton

6.19.2 Tenaga 0.025 OH Pekerja 0.25 OH Tukang Besi 0.025 OH Kepala Tukang 0.001 OH Mandor

6.20 1 m2 Memasang Bekisting untuk Pondasi 6.20.1 Bahan

0.04 m3 Kayu Klas III (Terentang)

0.3 Kg Paku Biasa 2" - 5" 0.1 Ltr Minyak Bekisting

6.20.2 Tenaga0.52 OH Pekerja0.26 OH Tukang Kayu

0.026 OH Kepala Tukang0.026 OH Mandor

6.21 1 m2 Memasang Bekisting untuk Sloof6.21.1 Bahan

0.045 m3 Kayu Klas III (Terentang) 0.3 Kg Paku Biasa 2" - 5" 0.1 Ltr Minyak Bekisting

6.21.2 Tenaga0.52 OH Pekerja0.26 OH Tukang Kayu

0.026 OH Kepala Tukang0.026 OH Mandor

6.22 1 m2 Memasang Bekisting untuk Kolom6.22.1 Bahan

0.04 m3 Kayu Klas III (Terentang) 0.4 Kg Paku Biasa 2" - 5" 0.2 Ltr Minyak Bekisting

0.015 m3 Balok Kayu Klas II 0.35 Lbr Plywood tebal 9mm

2 Btg Dolken Kayu Galam diameter 8 - 10 cm / 4 m

6.22.2 Tenaga0.66 OH Pekerja0.33 OH Tukang Kayu

0.033 OH Kepala Tukang0.033 OH Mandor

6.23 1 m2 Memasang Bekisting untuk Balok6.23.1 Bahan

0.04 m3 Kayu Klas III (Terentang)0.4 Kg Paku Biasa 2" - 5" 0.2 Ltr Minyak Bekisting

0.018 m3 Balok Kayu Klas II 0.35 Lbr Plywood tebal 9mm

2 Btg Dolken Kayu Galam diameter 8 - 10 cm / 4 m

6.23.2 Tenaga0.66 OH Pekerja

0.33 OH Tukang Kayu0.033 OH Kepala Tukang0.033 OH Mandor

6.24 1 m2 Memasang Bekisting untuk Lantai6.24.1 Bahan

0.04 m3 Kayu Klas III (Terentang)0.4 Kg Paku Biasa 2" - 5" 0.2 Ltr Minyak Bekisting

0.015 m3 Balok Kayu Klas II (Borneo)0.35 Lbr Plywood tebal 9mm

6 Btg Dolken Kayu Galam diameter 8 - 10 cm / 4 m

6.24.2 Tenaga0.66 OH Pekerja0.33 OH Tukang Kayu

0.033 OH Kepala Tukang0.033 OH Mandor

6.25 1 m2 Memasang Bekisting untuk Dinding6.25.1 Bahan

0.03 m3 Kayu Klas III (Terentang)0.4 Kg Paku Biasa 2" - 5" 0.2 Ltr Minyak Bekisting

0.02 m3 Balok Kayu Klas II 0.35 Lbr Plywood tebal 9mm

3 Btg Dolken Kayu Galam diameter 8 - 10 cm / 4 m4 Buah Formite/Penjaga jarak / Spacer (alat bantu)

6.25.2 Tenaga0.66 OH Pekerja0.33 OH Tukang Kayu

0.033 OH Kepala Tukang0.033 OH Mandor

6.26 1 m2 Memasang Bekisting untuk Tangga6.26.1 Bahan

0.03 m3 Kayu Klas III (Terentang)0.4 Kg Paku Biasa 2" - 5"

0.15 Ltr Minyak Bekisting 0.015 m3 Balok Kayu Klas II

0.35 Lbr Plywood tebal 9mm2 Btg Dolken Kayu Galam diameter 8 - 10 cm / 4 m

6.26.20.66 OH Pekerja0.33 OH Tukang Kayu

0.033 OH Kepala Tukang0.033 OH Mandor

6.27 1 m2 Memasang Jembatan Cor6.27.1 Bahan

0.0264 m3 Kayu Terentang0.6 kg Paku Biasa 2" - 5"0.5 m3 Dolken Kayu Galam diameter 8 - 10 / 4 m

6.27.2 Tenaga0.15 OH Pekerja0.05 OH Tukang Kayu

0.005 OH Kepala Tukang0.008 OH Mandor

6.28 1 m3 Membuat Pondasi Beton Bertulang (150 kg Besi + Bekisting)6.28.1 Bahan

0.2 m3 Kayu Klas III (Terentang) 1.5 Kg Paku Biasa 2" - 5" 0.4 Ltr Minyak Bekisting 157.5 Kg Besi Beton Polos 2.25 Kg Kawat Beton 336 Kg Portland Semen 0.54 m3 Pasir Beton 0.81 m3 Kerikil Beton

6.28.2 Tenaga5.3 OH Pekerja

0.275 OH Tukang batu1.30 OH Tukang Kayu1.05 OH Tukang Besi

0.262 OH Kepala Tukang0.265 OH Mandor

6.29 1 m3 Membuat Sloof Beton Bertulang (200 kg Besi + Bekisting)6.29.1 Bahan

0.27 m3 Kayu Klas III (Terentang) 2 Kg Paku Biasa 2" - 5" 0.6 Ltr Minyak Bekisting 210 Kg Besi Beton Polos 3 Kg Kawat Beton 336 Kg Portland Semen 0.54 m3 Pasir Beton 0.81 m3 Kerikil Beton

6.29.2 Tenaga5.65 OH Pekerja

0.275 OH Tukang batu1.56 OH Tukang Kayu

1.4 OH Tukang Besi0.323 OH Kepala Tukang0.283 OH Mandor

6.30 1 m3 Membuat Kolom Beton Bertulang (300 kg Besi + Bekisting)6.30.1 Bahan

0.4 m3 Kayu Klas III (Terentang) 4 Kg Paku Biasa 2" - 5" 2 Ltr Minyak Bekisting 315 kg Besi Beton Polos 4.5 kg Kawat Beton 336 Kg Portland Semen 0.54 m3 Pasir Beton 0.81 m3 Kerikil Beton 0.15 m3 Kayu Klas II Balok 3.5 Lbr Plywood 9 mm 20 Btg Dolken diameter 8 / 4rm

6.30.2 Tenaga7.05 OH Pekerja

0.275 OH Tukang batu1.65 OH Tukang Kayu

2.1 OH Tukang Besi0.403 OH Kepala Tukang0.353 OH Mandor

6.31 1 m3 Membuat Balok Beton Bertulang (200 kg Besi + Bekisting)6.31.1 Bahan

0.32 m3 Kayu Klas III (Terentang) 3.2 Kg Paku Biasa 2" - 5" 1.6 Ltr Minyak Bekisting 210 Kg Besi Beton Polos 3 Kg Kawat Beton 336 Kg Portland Semen 0.54 m3 Pasir Beton 0.81 m3 Kerikil Beton 0.14 m3 Kayu Klas II Balok 2.8 Lbr Plywood 9 mm 16 Btg Dolken diameter 8 / 4rm

6.31.2 Tenaga6.35 OH Pekerja

0.275 OH Tukang batu1.65 OH Tukang Kayu

1.4 OH Tukang Besi

0.333 OH Kepala Tukang0.318 OH Mandor

6.32 1 m3 Membuat Balok Beton Bertulang (150 kg Besi + Bekisting)6.32.1 Bahan

0.32 m3 Kayu Klas III (Terentang) 3.2 Kg Paku Biasa 2" - 5" 1.6 Ltr Minyak Bekisting 157.5 Kg Besi Beton Polos 2.25 Kg Kawat Beton 336 Kg Portland Semen 0.54 m3 Pasir Beton 0.81 m3 Kerikil Beton 0.12 m3 Kayu Klas II Balok 2.8 Lbr Plywood 9 mm 32 Btg Dolken diameter 8 / 4rm

6.32.2 Tenaga5.3 OH Pekerja

0.275 OH Tukang batu1.3 OH Tukang Kayu

1.05 OH Tukang Besi0.265 OH Kepala Tukang0.265 OH Mandor

6.33 1 m3 Membuat Dinding Beton Bertulang (150 kg Besi + Bekisting)6.33.1 Bahan

0.24 m3 Kayu Klas III (Terentang) 3.2 Kg Paku Biasa 2" - 5" 1.6 Ltr Minyak Bekisting 157.5 Kg Besi Beton Polos 2.25 Kg Kawat Beton 336 Kg Portland Semen 0.54 m3 Pasir Beton 0.81 m3 Kerikil Beton 0.16 m3 Kayu Klas II Balok 2.8 Lbr Plywood 9 mm 24 Btg Dolken diameter 8 / 4rm

6.33.2 Tenaga5.3 OH Pekerja

0.275 OH Tukang batu1.3 OH Tukang Kayu

1.05 OH Tukang Besi0.262 OH Kepala Tukang0.265 OH Mandor

6.34 1 m3 Membuat Tangga Beton Bertulang (200 kg Besi + Bekisting)6.34.1 Bahan

0.25 m3 Kayu Klas III (Terentang) 3 Kg Paku Biasa 2" - 5" 1.2 Ltr Minyak Bekisting 210 Kg Besi Beton Polos 3 Kg Kawat Beton 336 Kg Portland Semen 0.54 m3 Pasir Beton 0.81 m3 Kerikil Beton 0.105 m3 Kayu Klas II Balok 2.5 Lbr Plywood 9 mm 14 Btg Dolken diameter 8 / 4rm

6.34.2 Tenaga5.65 OH Pekerja

0.275 OH Tukang batu1.56 OH Tukang Kayu

1.4 OH Tukang Besi0.323 OH Kepala Tukang0.283 OH Mandor

6.35 1 m' Membuat Kolom Penguat Beton Bertulang (11 x 11) cm6.35.1 Bahan

0.002 m3 Kayu Klas III (Terentang) 0.01 Kg Paku Biasa 2" - 5" 3 kg Besi Beton Polos 0.45 Kg Kawat Beton 4 Kg Portland Semen 0.006 m3 Pasir Beton 0.009 m3 Kerikil Beton

6.35.2 Tenaga0.18 OH Pekerja0.02 OH Tukang batu0.02 OH Tukang Kayu0.02 OH Tukang Besi

0.006 OH Kepala Tukang0.009 OH Mandor

6.36 1 m' Membuat Ring Balok Beton Bertulang (10 x 15) cm6.36.1 Bahan

0.003 m3 Kayu Klas III (Terentang) 0.02 Kg Paku Biasa 2" - 5" 3.6 kg Besi Beton Polos 0.05 Kg Kawat Beton 5.5 Kg Portland Semen 0.009 m3 Pasir Beton 0.015 m3 Kerikil Beton

6.36.2 Tenaga

0.297 OH Pekerja0.033 OH Tukang batu0.033 OH Tukang Kayu0.033 OH Tukang Besi

0.01 OH Kepala Tukang0.005 OH Mandor

6.5 1 m3 Membuat Beton mutu 1pc : 2ps : 3krBahan

8.40 zak Portland Semen 40 kg0.54 m3 Pasir Beton 0.81 m3 Kerikil (maksimum 30 mm)

215.00 ltr AirTenaga

1.650 OH Pekerja0.275 OH Tukang Batu 0.027 OH Kepala Tukang0.075 OH Mandor

1 m3 Membuat Pondasi Beton Bertulang (91 kg/m3)Bahan

1.00 m3 beton 1 :2 : 3 1.00 m2 Bekisting 91.00 kg Pembesian

1 m3 Membuat Pondasi Beton Bertulang K225 (77 kg/m3)Bahan

1.00 m3 beton K225 1.25 m2 Bekisting 77.00 kg Pembesian

1 m3 Membuat Sloof Beton Bertulang (132 kg/m3)Bahan

1.00 m3 beton 1 :2 : 3 4.00 m2 Bekisting 132.00 kg Pembesian

1 m3 Membuat Kolom Beton Bertulang (185 kg/m3)Bahan

1.00 m3 beton 1 :2 : 3 5.00 m2 Bekisting 185.00 kg Pembesian

1 m3 Membuat Kolom Praktis Beton BertulangBahan

1.00 m3 beton 1 :2 : 3 4.00 m2 Bekisting 100.00 kg Pembesian

1 m3 Membuat Balok Beton Bertulang (132 kg/m3)Bahan

1.00 m3 beton 1 :2 : 3 3.40 m2 Bekisting 162.00 kg Pembesian

1 m3 Membuat Balok latei Praktis Beton BertulangBahan

1.00 m3 beton 1 :2 : 3 4.00 m2 Bekisting 100.00 kg Pembesian

1 m3 Membuat Plat Beton Bertulang (80 kg/m3)Bahan

1.00 m3 beton 1 :2 : 3 8.00 m2 Bekisting 80.00 kg Pembesian

1 m3 Membuat Plat Beton Bertulang (100 kg/m3) untuk basementBahan

1.00 m3 beton 1 :2 : 3 100.00 kg Pembesian

6.33 1 m3 Membuat Plat Beton Bertulang (200 kg Besi + tanpa bekisting)6.33.1 Bahan

200.0 Kg Besi Beton Polos 2.3 kg Kawat Beton 336 Kg Portland Semen 0.54 m3 Pasir Beton 0.81 m3 Kerikil Beton

6.33.2 Tenaga4.6 OH Pekerja

0.275 OH Tukang batu1.0 OH Tukang Kayu

1.05 OH Tukang Besi0.232 OH Kepala Tukang0.232 OH Mandor

6.32 1 m3 Membuat Kolom Beton Bertulang (200 kg Besi + Bekisting) 6.32.1 Bahan

0.4 m3 Kayu Klas III (Terentang) 4 Kg Paku Biasa 2" - 5"

2 Ltr Minyak Bekisting 200 kg Besi Beton Polos 4.5 kg Kawat Beton 336 Kg Portland Semen 0.54 m3 Pasir Beton 0.81 m3 Kerikil Beton 0.15 m3 Kayu Klas II Balok 3.5 Lbr Plywood 9 mm 20 Btg Dolken diameter 8 / 4rm

6.32.2

Tenaga7.05 OH Pekerja

0.275 OH Tukang batu1.65 OH Tukang Kayu

2.1 OH Tukang Besi0.403 OH Kepala Tukang0.353 OH Mandor

1 m3 Membuat Plat Beton Bertulang (110 kg/m3,K175)Bahan

1.00 m3 Beton K175 12.50 m2 Bekisting 110.00 kg Pembesian

HARGA BAHAN/UPAH JUMLAH MINIMUM MAKSIMUM MINIMUM

Rp Rp Rp

Membuat Beton mutu f'c=7,4 Mpa (K100), slum (12±2)cm, w/c = 0,87 666,707.14 574,662.14

1,256.25 1,256.25 310,293.75 144.64 144.64 125,694.64 137.04 137.04 136,900.00

8.25 8.25 1,773.75 92,045.00

42,500.00 42,500.00 70,125.00 57,500.00 57,500.00 15,812.50 62,500.00 62,500.00 1,750.00 52,500.00 52,500.00 4,357.50

Membuat Beton mutu f'c=9,8 Mpa (K125), slum (12±2)cm, w/c = 0,78 698,989.52 606,944.52

1,256.25 1,256.25 346,725.00 144.64 144.64 119,764.29 137.04 137.04 138,681.48

8.25 8.25 1,773.75 92,045.00

42,500.00 42,500.00 70,125.00 57,500.00 57,500.00 15,812.50 62,500.00 62,500.00 1,750.00 52,500.00 52,500.00 4,357.50

Membuat Beton mutu f'c=12,2 Mpa (K150), slum (12±2)cm, w/c = 0,72 724,373.81 632,328.81

1,256.25 1,256.25 375,618.75 144.64 144.64 115,569.64 137.04 137.04 139,366.67

8.25 8.25 1,773.75 92,045.00

42,500.00 42,500.00 70,125.00 57,500.00 57,500.00 15,812.50 62,500.00 62,500.00 1,750.00 52,500.00 52,500.00 4,357.50

Membuat Lantai Kerja Beton mutu f'c=7,4 MPa (K100), slum (3-6)cm, w/c = 0,87 624,555.61 560,490.61

1,256.25 1,256.25 288,937.50 144.64 144.64 129,166.07 137.04 137.04 140,737.04

8.25 8.25 1,650.00

64,065.00 42,500.00 42,500.00 51,000.00 57,500.00 57,500.00 11,500.00 62,500.00 62,500.00 1,250.00 52,500.00 52,500.00 315.00

Membuat Beton mutu f'c=14,5 MPa (K175), slum (12±2)cm, w/c = 0,66 754,295.93 662,250.93

1,256.25 1,256.25 409,537.50 144.64 144.64 109,928.57 137.04 137.04 141,011.11

8.25 8.25 1,773.75 92,045.00

42,500.00 42,500.00 70,125.00 57,500.00 57,500.00 15,812.50 62,500.00 62,500.00 1,750.00 52,500.00 52,500.00 4,357.50

Membuat Beton mutu f'c=16,9 MPa (K200), slum (12±2)cm, w/c = 0,61 783,037.86 690,992.86

1,256.25 1,256.25 442,200.00 144.64 144.64 105,733.93 137.04 137.04 141,285.19

8.25 8.25 1,773.75 92,045.00

42,500.00 42,500.00 70,125.00 57,500.00 57,500.00 15,812.50 62,500.00 62,500.00 1,750.00 52,500.00 52,500.00 4,357.50

Membuat Beton mutu f'c=19,3 MPa (K225), slum (12±2)cm, w/c = 0,58 804,325.99 712,280.99

1,256.25 1,256.25 466,068.75 144.64 144.64 100,960.71 137.04 137.04 143,477.78

8.25 8.25 1,773.75 92,045.00

42,500.00 42,500.00 70,125.00 57,500.00 57,500.00 15,812.50 62,500.00 62,500.00 1,750.00 52,500.00 52,500.00 4,357.50

Membuat Beton mutu f'c=21,7 MPa (K250), slum (12±2)cm, w/c = 0,56 818,693.09 726,648.09

1,256.25 1,256.25 482,400.00 144.64 144.64 100,092.86

137.04 137.04 142,381.48 8.25 8.25 1,773.75

92,045.00 42,500.00 42,500.00 70,125.00 57,500.00 57,500.00 15,812.50 62,500.00 62,500.00 1,750.00 52,500.00 52,500.00 4,357.50

Membuat Lantai Kerja Beton mutu f'c=24,0 MPa (K275), slum (12±2)cm, w/c = 0,53 843,391.96 751,346.96

1,256.25 1,256.25 510,037.50 144.64 144.64 98,935.71 137.04 137.04 140,600.00

8.25 8.25 1,773.75 92,045.00

42,500.00 42,500.00 70,125.00 57,500.00 57,500.00 15,812.50 62,500.00 62,500.00 1,750.00 52,500.00 52,500.00 4,357.50

Membuat Beton mutu f'c=26,4 MPa (K300), slum (12±2)cm, w/c = 0,52 851,066.60 759,021.60

1,256.25 1,256.25 518,831.25 144.64 144.64 98,501.79 137.04 137.04 139,914.81

8.25 8.25 1,773.75

92,045.00 42,500.00 42,500.00 70,125.00 57,500.00 57,500.00 15,812.50 62,500.00 62,500.00 1,750.00 52,500.00 52,500.00 4,357.50

Membuat Beton mutu f'c=28,8 MPa (K325), slum (12±2)cm, w/c = 0,49 905,112.47 788,037.47

1,256.25 1,256.25 551,493.75 144.64 144.64 96,910.71 137.04 137.04 137,859.26

8.25 8.25 1,773.75 117,075.00

42,500.00 42,500.00 89,250.00 57,500.00 57,500.00 20,125.00 62,500.00 62,500.00 2,187.50 52,500.00 52,500.00 5,512.50

Membuat Beton mutu f'c=31,2 MPa (K350), slum (12±2)cm, w/c = 0,48 915,162.57

798,087.57 1,256.25 1,256.25 562,800.00

144.64 144.64 96,476.79 137.04 137.04 137,037.04

8.25 8.25 1,773.75 117,075.00

42,500.00 42,500.00 89,250.00 57,500.00 57,500.00 20,125.00 62,500.00 62,500.00 2,187.50 52,500.00 52,500.00 5,512.50

118,797.50 111,150.00

10,350.00 10,350.00 108,675.00 16,500.00 16,500.00 2,475.00

7,647.50 42,500.00 42,500.00 2,975.00 57,500.00 57,500.00 4,025.00 62,500.00 62,500.00 437.50 52,500.00 52,500.00 210.00

178,795.00 173,325.00

16,350.00 16,350.00 171,675.00 16,500.00 16,500.00 1,650.00

5,470.00 42,500.00 42,500.00 2,125.00 57,500.00 57,500.00 2,875.00 62,500.00 62,500.00 312.50 52,500.00 52,500.00 157.50

33,432.50 16,380.00

15,250.00 15,250.00 15,555.00 16,500.00 16,500.00 825.00

17,052.50 42,500.00 42,500.00 1,062.50 57,500.00 57,500.00 14,375.00 62,500.00 62,500.00 1,562.50 52,500.00 52,500.00 52.50

87,990.00 47,950.00

1,075,000.00 1,075,000.00 43,000.00

13,500.00 13,500.00 4,050.00 9,000.00 9,000.00 900.00

40,040.00 42,500.00 42,500.00 22,100.00 57,500.00 57,500.00 14,950.00 62,500.00 62,500.00 1,625.00 52,500.00 52,500.00 1,365.00

93,365.00 53,325.00

1,075,000.00 1,075,000.00 48,375.00 13,500.00 13,500.00 4,050.00

9,000.00 9,000.00 900.00

40,040.00 42,500.00 42,500.00 22,100.00 57,500.00 57,500.00 14,950.00 62,500.00 62,500.00 1,625.00 52,500.00 52,500.00 1,365.00

251,145.00 200,325.00

1,075,000.00 1,075,000.00 43,000.00 13,500.00 13,500.00 5,400.00

9,000.00 9,000.00 1,800.00 5,200,000.00 5,200,000.00 78,000.00

97,500.00 97,500.00 34,125.00 19,000.00 19,000.00 38,000.00

50,820.00 42,500.00 42,500.00 28,050.00 57,500.00 57,500.00 18,975.00 62,500.00 62,500.00 2,062.50 52,500.00 52,500.00 1,732.50

266,745.00 215,925.00

1,075,000.00 1,075,000.00 43,000.00 13,500.00 13,500.00 5,400.00

9,000.00 9,000.00 1,800.00 5,200,000.00 5,200,000.00 93,600.00

97,500.00 97,500.00 34,125.00 19,000.00 19,000.00 38,000.00

50,820.00 42,500.00 42,500.00 28,050.00

57,500.00 57,500.00 18,975.00 62,500.00 62,500.00 2,062.50 52,500.00 52,500.00 1,732.50

327,145.00 276,325.00

1,075,000.00 1,075,000.00 43,000.00 13,500.00 13,500.00 5,400.00

9,000.00 9,000.00 1,800.00 5,200,000.00 5,200,000.00 78,000.00

97,500.00 97,500.00 34,125.00 19,000.00 19,000.00 114,000.00

50,820.00 42,500.00 42,500.00 28,050.00 57,500.00 57,500.00 18,975.00 62,500.00 62,500.00 2,062.50 52,500.00 52,500.00 1,732.50

306,395.00 255,575.00

1,075,000.00 1,075,000.00 32,250.00 13,500.00 13,500.00 5,400.00

9,000.00 9,000.00 1,800.00 5,200,000.00 5,200,000.00 104,000.00

97,500.00 97,500.00 34,125.00 19,000.00 19,000.00 57,000.00

5,250.00 5,250.00 21,000.00

50,820.00 42,500.00 42,500.00 28,050.00 57,500.00 57,500.00 18,975.00 62,500.00 62,500.00 2,062.50 52,500.00 52,500.00 1,732.50

239,945.00 189,125.00

1,075,000.00 1,075,000.00 32,250.00 13,500.00 13,500.00 5,400.00

9,000.00 9,000.00 1,350.00 5,200,000.00 5,200,000.00 78,000.00

97,500.00 97,500.00 34,125.00 19,000.00 19,000.00 38,000.00

50,820.00 42,500.00 42,500.00 28,050.00 57,500.00 57,500.00 18,975.00

62,500.00 62,500.00 2,062.50 52,500.00 52,500.00 1,732.50

55,962.50 45,980.00

1,075,000.00 1,075,000.00 28,380.00 13,500.00 13,500.00 8,100.00 19,000.00 19,000.00 9,500.00

9,982.50 42,500.00 42,500.00 6,375.00 57,500.00 57,500.00 2,875.00 62,500.00 62,500.00 312.50 52,500.00 52,500.00 420.00

Membuat Pondasi Beton Bertulang (150 kg Besi + Bekisting) 2,963,587.50 2,587,400.00

1,075,000.00 1,075,000.00 215,000.00 13,500.00 13,500.00 20,250.00

9,000.00 9,000.00 3,600.00 10,350.00 10,350.00 1,630,125.00 16,500.00 16,500.00 37,125.00

1,256.25 1,256.25 422,100.00 202,500.00 202,500.00 109,350.00 185,000.00 185,000.00 149,850.00

376,187.50 42,500.00 42,500.00 225,250.00 57,500.00 57,500.00 15,812.50 57,500.00 57,500.00 74,750.00 57,500.00 57,500.00 60,375.00 62,500.00 62,500.00 16,375.00 52,500.00 52,500.00 13,912.50

Membuat Sloof Beton Bertulang (200 kg Besi + Bekisting) 3,653,087.50 3,226,950.00

1,075,000.00 1,075,000.00 290,250.00 13,500.00 13,500.00 27,000.00

9,000.00 9,000.00 5,400.00 10,350.00 10,350.00 2,173,500.00 16,500.00 16,500.00 49,500.00

1,256.25 1,256.25 422,100.00 202,500.00 202,500.00 109,350.00 185,000.00 185,000.00 149,850.00

426,137.50 42,500.00 42,500.00 240,125.00

57,500.00 57,500.00 15,812.50 57,500.00 57,500.00 89,700.00 57,500.00 57,500.00 80,500.00 62,500.00 62,500.00 20,187.50 52,500.00 52,500.00 14,857.50

Membuat Kolom Beton Bertulang (300 kg Besi + Bekisting) 6,593,832.50 6,019,050.00

1,075,000.00 1,075,000.00 430,000.00 13,500.00 13,500.00 54,000.00

9,000.00 9,000.00 18,000.00 10,350.00 10,350.00 3,260,250.00 16,500.00 16,500.00 74,250.00

1,256.25 1,256.25 422,100.00 202,500.00 202,500.00 109,350.00 185,000.00 185,000.00 149,850.00

5,200,000.00 5,200,000.00 780,000.00 97,500.00 97,500.00 341,250.00 19,000.00 19,000.00 380,000.00

574,782.50 42,500.00 42,500.00 299,625.00 57,500.00 57,500.00 15,812.50 57,500.00 57,500.00 94,875.00 57,500.00 57,500.00 120,750.00 62,500.00 62,500.00 25,187.50 52,500.00 52,500.00 18,532.50

Membuat Balok Beton Bertulang (200 kg Besi + Bekisting) 5,109,470.00 4,610,900.00

1,075,000.00 1,075,000.00 344,000.00 13,500.00 13,500.00 43,200.00

9,000.00 9,000.00 14,400.00 10,350.00 10,350.00 2,173,500.00 16,500.00 16,500.00 49,500.00

1,256.25 1,256.25 422,100.00 202,500.00 202,500.00 109,350.00 185,000.00 185,000.00 149,850.00

5,200,000.00 5,200,000.00 728,000.00 97,500.00 97,500.00 273,000.00 19,000.00 19,000.00 304,000.00

498,570.00 42,500.00 42,500.00 269,875.00 57,500.00 57,500.00 15,812.50 57,500.00 57,500.00 94,875.00 57,500.00 57,500.00 80,500.00

62,500.00 62,500.00 20,812.50 52,500.00 52,500.00 16,695.00

Membuat Balok Beton Bertulang (150 kg Besi + Bekisting) 4,661,812.50 4,255,150.00

1,075,000.00 1,075,000.00 344,000.00 13,500.00 13,500.00 43,200.00

9,000.00 9,000.00 14,400.00 10,350.00 10,350.00 1,630,125.00 16,500.00 16,500.00 37,125.00

1,256.25 1,256.25 422,100.00 202,500.00 202,500.00 109,350.00 185,000.00 185,000.00 149,850.00

5,200,000.00 5,200,000.00 624,000.00 97,500.00 97,500.00 273,000.00 19,000.00 19,000.00 608,000.00

406,662.50 42,500.00 42,500.00 225,250.00 57,500.00 57,500.00 15,812.50 57,500.00 57,500.00 74,750.00 57,500.00 57,500.00 60,375.00 62,500.00 62,500.00 16,562.50 52,500.00 52,500.00 13,912.50

Membuat Dinding Beton Bertulang (150 kg Besi + Bekisting) 4,631,625.00 4,225,150.00

1,075,000.00 1,075,000.00 258,000.00 13,500.00 13,500.00 43,200.00

9,000.00 9,000.00 14,400.00 10,350.00 10,350.00 1,630,125.00 16,500.00 16,500.00 37,125.00

1,256.25 1,256.25 422,100.00 202,500.00 202,500.00 109,350.00 185,000.00 185,000.00 149,850.00

5,200,000.00 5,200,000.00 832,000.00 97,500.00 97,500.00 273,000.00 19,000.00 19,000.00 456,000.00

406,475.00 42,500.00 42,500.00 225,250.00 57,500.00 57,500.00 15,812.50 57,500.00 57,500.00 74,750.00 57,500.00 57,500.00 60,375.00 62,500.00 62,500.00 16,375.00 52,500.00 52,500.00 13,912.50

Membuat Tangga Beton Bertulang (200 kg Besi + Bekisting) 4,741,282.50 4,280,100.00

1,075,000.00 1,075,000.00 268,750.00 13,500.00 13,500.00 40,500.00

9,000.00 9,000.00 10,800.00 10,350.00 10,350.00 2,173,500.00 16,500.00 16,500.00 49,500.00

1,256.25 1,256.25 422,100.00 202,500.00 202,500.00 109,350.00 185,000.00 185,000.00 149,850.00

5,200,000.00 5,200,000.00 546,000.00 97,500.00 97,500.00 243,750.00 19,000.00 19,000.00 266,000.00

461,182.50 42,500.00 42,500.00 240,125.00 57,500.00 57,500.00 15,812.50 57,500.00 57,500.00 89,700.00 57,500.00 57,500.00 80,500.00 62,500.00 62,500.00 20,187.50 52,500.00 52,500.00 14,857.50

Membuat Kolom Penguat Beton Bertulang (11 x 11) cm 60,612.50 48,665.00

1,075,000.00 1,075,000.00 2,150.00 13,500.00 13,500.00 135.00 10,350.00 10,350.00 31,050.00 16,500.00 16,500.00 7,425.00

1,256.25 1,256.25 5,025.00 202,500.00 202,500.00 1,215.00 185,000.00 185,000.00 1,665.00

11,947.50 42,500.00 42,500.00 7,650.00 57,500.00 57,500.00 1,150.00 57,500.00 57,500.00 1,150.00 57,500.00 57,500.00 1,150.00 62,500.00 62,500.00 375.00 52,500.00 52,500.00 472.50

Membuat Ring Balok Beton Bertulang (10 x 15) cm 72,289.38 53,086.88

1,075,000.00 1,075,000.00 3,225.00 13,500.00 13,500.00 270.00 10,350.00 10,350.00 37,260.00 16,500.00 16,500.00 825.00

1,256.25 1,256.25 6,909.38 202,500.00 202,500.00 1,822.50 185,000.00 185,000.00 2,775.00

19,202.50

42,500.00 42,500.00 12,622.50 57,500.00 57,500.00 1,897.50 57,500.00 57,500.00 1,897.50 57,500.00 57,500.00 1,897.50 62,500.00 62,500.00 625.00 52,500.00 52,500.00 262.50

728,061.25 636,498.75

50,250.00 50,250.00 422,100.00 202,500.00 202,500.00 109,350.00 127,500.00 127,500.00 103,275.00

8.25 8.25 1,773.75 91,562.50

42,500.00 42,500.00 70,125.00 57,500.00 57,500.00 15,812.50 62,500.00 62,500.00 1,687.50 52,500.00 52,500.00 3,937.50

Membuat Pondasi Beton Bertulang (91 kg/m3) 1,897,108.50 1,897,108.50

728,061.25 728,061.25 728,061.25 87,990.00 87,990.00 87,990.00 11,879.75 11,879.75 1,081,057.25

Membuat Pondasi Beton Bertulang K225 (77 kg/m3) 1,829,054.24 1,829,054.24

804,325.99 804,325.99 804,325.99 87,990.00 87,990.00 109,987.50 11,879.75 11,879.75 914,740.75

Membuat Sloof Beton Bertulang (132 kg/m3) 2,669,648.25 2,669,648.25

728,061.25 728,061.25 728,061.25 93,365.00 93,365.00 373,460.00 11,879.75 11,879.75 1,568,127.00

Membuat Kolom Beton Bertulang (185 kg/m3) 4,181,540.00 4,181,540.00

728,061.25 728,061.25 728,061.25 251,145.00 251,145.00 1,255,725.00

11,879.75 11,879.75 2,197,753.75

2,920,616.25 2,920,616.25

728,061.25 728,061.25 728,061.25 251,145.00 251,145.00 1,004,580.00

11,879.75 11,879.75 1,187,975.00

Membuat Balok Beton Bertulang (132 kg/m3) 3,559,513.75 3,559,513.75

728,061.25 728,061.25 728,061.25 266,745.00 266,745.00 906,933.00

11,879.75 11,879.75 1,924,519.50

Membuat Balok latei Praktis Beton Bertulang 2,983,016.25 2,983,016.25

728,061.25 728,061.25 728,061.25 266,745.00 266,745.00 1,066,980.00

11,879.75 11,879.75 1,187,975.00

4,295,601.25 4,295,601.25

728,061.25 728,061.25 728,061.25 327,145.00 327,145.00 2,617,160.00

11,879.75 11,879.75 950,380.00

Membuat Plat Beton Bertulang (100 kg/m3) untuk basement 1,916,036.25 1,916,036.25

728,061.25 728,061.25 728,061.25 11,879.75 11,879.75 1,187,975.00

Membuat Plat Beton Bertulang (200 kg Besi + tanpa bekisting) 3,144,267.50 2,788,425.00

10,350.00 10,350.00 2,070,000.00 16,500.00 16,500.00 37,125.00

1,256.25 1,256.25 422,100.00 202,500.00 202,500.00 109,350.00 185,000.00 185,000.00 149,850.00

355,842.50 42,500.00 42,500.00 197,200.00 57,500.00 57,500.00 15,812.50 57,500.00 57,500.00 55,775.00 57,500.00 57,500.00 60,375.00 62,500.00 62,500.00 14,500.00 52,500.00 52,500.00 12,180.00

Membuat Kolom Beton Bertulang (200 kg Besi + Bekisting) 5,403,582.50 4,828,800.00

1,075,000.00 1,075,000.00 430,000.00 13,500.00 13,500.00 54,000.00

9,000.00 9,000.00 18,000.00 10,350.00 10,350.00 2,070,000.00 16,500.00 16,500.00 74,250.00

1,256.25 1,256.25 422,100.00 202,500.00 202,500.00 109,350.00 185,000.00 185,000.00 149,850.00

5,200,000.00 5,200,000.00 780,000.00 97,500.00 97,500.00 341,250.00 19,000.00 19,000.00 380,000.00

574,782.50 42,500.00 42,500.00 299,625.00 57,500.00 57,500.00 15,812.50 57,500.00 57,500.00 94,875.00 57,500.00 57,500.00 120,750.00 62,500.00 62,500.00 25,187.50 52,500.00 52,500.00 18,532.50

Membuat Plat Beton Bertulang (110 kg/m3,K175) 6,150,380.93 6,150,380.93

754,295.93 754,295.93 754,295.93 327,145.00 327,145.00 4,089,312.50

11,879.75 11,879.75 1,306,772.50

JUMLAH MAKSIMUM

Rp

666,707.14 574,662.14 310,293.75 125,694.64 136,900.00 1,773.75 92,045.00 70,125.00 15,812.50 1,750.00 4,357.50

698,989.52 606,944.52 346,725.00 119,764.29 138,681.48 1,773.75 92,045.00 70,125.00 15,812.50 1,750.00 4,357.50

724,373.81 632,328.81 375,618.75 115,569.64 139,366.67 1,773.75 92,045.00 70,125.00 15,812.50 1,750.00 4,357.50

624,555.61 560,490.61 288,937.50 129,166.07 140,737.04 1,650.00

64,065.00 51,000.00 11,500.00 1,250.00 315.00

754,295.93 662,250.93 409,537.50 109,928.57 141,011.11 1,773.75 92,045.00 70,125.00 15,812.50 1,750.00 4,357.50

783,037.86 690,992.86 442,200.00 105,733.93 141,285.19 1,773.75 92,045.00 70,125.00 15,812.50 1,750.00 4,357.50

804,325.99 712,280.99 466,068.75 100,960.71 143,477.78 1,773.75 92,045.00 70,125.00 15,812.50 1,750.00 4,357.50

818,693.09 726,648.09 482,400.00 100,092.86

142,381.48 1,773.75 92,045.00 70,125.00 15,812.50 1,750.00 4,357.50

843,391.96 751,346.96 510,037.50 98,935.71 140,600.00 1,773.75 92,045.00 70,125.00 15,812.50 1,750.00 4,357.50

851,066.60 759,021.60 518,831.25 98,501.79 139,914.81 1,773.75

92,045.00 70,125.00 15,812.50 1,750.00 4,357.50

905,112.47 788,037.47 551,493.75 96,910.71 137,859.26 1,773.75 117,075.00 89,250.00 20,125.00 2,187.50 5,512.50

915,162.57

798,087.57 562,800.00 96,476.79 137,037.04 1,773.75 117,075.00 89,250.00 20,125.00 2,187.50 5,512.50

118,797.50 111,150.00 108,675.00 2,475.00

7,647.50 2,975.00 4,025.00 437.50 210.00

178,795.00 173,325.00 171,675.00 1,650.00 5,470.00 2,125.00 2,875.00 312.50 157.50

33,432.50 16,380.00 15,555.00 825.00

17,052.50 1,062.50 14,375.00 1,562.50 52.50

87,990.00 47,950.00 43,000.00

4,050.00 900.00

40,040.00 22,100.00 14,950.00 1,625.00 1,365.00

93,365.00 53,325.00 48,375.00 4,050.00 900.00

40,040.00 22,100.00 14,950.00 1,625.00 1,365.00

251,145.00 200,325.00 43,000.00 5,400.00 1,800.00 78,000.00 34,125.00 38,000.00

50,820.00 28,050.00 18,975.00 2,062.50 1,732.50

266,745.00 215,925.00 43,000.00 5,400.00 1,800.00 93,600.00 34,125.00 38,000.00

50,820.00 28,050.00

18,975.00 2,062.50 1,732.50

327,145.00 276,325.00 43,000.00 5,400.00 1,800.00 78,000.00 34,125.00 114,000.00

50,820.00 28,050.00 18,975.00 2,062.50 1,732.50

306,395.00 255,575.00 32,250.00 5,400.00 1,800.00 104,000.00 34,125.00 57,000.00 21,000.00

50,820.00 28,050.00 18,975.00 2,062.50 1,732.50

239,945.00 189,125.00 32,250.00 5,400.00 1,350.00 78,000.00 34,125.00 38,000.00

50,820.00 28,050.00 18,975.00

2,062.50 1,732.50

55,962.50 45,980.00 28,380.00 8,100.00 9,500.00

9,982.50 6,375.00 2,875.00 312.50 420.00

2,963,587.50 2,587,400.00 215,000.00 20,250.00 3,600.00 1,630,125.00 37,125.00 422,100.00 109,350.00 149,850.00

376,187.50 225,250.00 15,812.50 74,750.00 60,375.00 16,375.00 13,912.50

3,653,087.50 3,226,950.00 290,250.00 27,000.00 5,400.00 2,173,500.00 49,500.00 422,100.00 109,350.00 149,850.00

426,137.50 240,125.00

15,812.50 89,700.00 80,500.00 20,187.50 14,857.50

6,593,832.50 6,019,050.00 430,000.00 54,000.00 18,000.00 3,260,250.00 74,250.00 422,100.00 109,350.00 149,850.00 780,000.00 341,250.00 380,000.00

574,782.50 299,625.00 15,812.50 94,875.00 120,750.00 25,187.50 18,532.50

5,109,470.00 4,610,900.00 344,000.00 43,200.00 14,400.00 2,173,500.00 49,500.00 422,100.00 109,350.00 149,850.00 728,000.00 273,000.00 304,000.00

498,570.00 269,875.00 15,812.50 94,875.00 80,500.00

20,812.50 16,695.00

4,661,812.50 4,255,150.00 344,000.00 43,200.00 14,400.00 1,630,125.00 37,125.00 422,100.00 109,350.00 149,850.00 624,000.00 273,000.00 608,000.00 406,662.50 225,250.00 15,812.50 74,750.00 60,375.00 16,562.50 13,912.50

4,631,625.00 4,225,150.00 258,000.00 43,200.00 14,400.00 1,630,125.00 37,125.00 422,100.00 109,350.00 149,850.00 832,000.00 273,000.00 456,000.00 406,475.00 225,250.00 15,812.50 74,750.00 60,375.00 16,375.00 13,912.50

4,741,282.50 4,280,100.00

268,750.00 40,500.00 10,800.00 2,173,500.00 49,500.00 422,100.00 109,350.00 149,850.00 546,000.00 243,750.00 266,000.00 461,182.50 240,125.00 15,812.50 89,700.00 80,500.00 20,187.50 14,857.50

60,612.50 48,665.00 2,150.00 135.00 31,050.00 7,425.00 5,025.00 1,215.00 1,665.00 11,947.50 7,650.00 1,150.00 1,150.00 1,150.00 375.00 472.50

72,289.38 53,086.88 3,225.00 270.00 37,260.00 825.00 6,909.38 1,822.50 2,775.00

19,202.50

12,622.50 1,897.50 1,897.50 1,897.50 625.00 262.50

728,061.25 636,498.75 422,100.00 109,350.00 103,275.00 1,773.75 91,562.50 70,125.00 15,812.50 1,687.50 3,937.50

1,897,108.50 1,897,108.50 728,061.25 895,200.00 = 895,200.00

87,990.00 1,127,000.00 = 112,700.00

1,081,057.25 1,850,000.00 = 1,683,500.00

1,829,054.24 1,829,054.24 804,325.99 895,200.00 = 895,200.00

109,987.50 1,127,000.00 = 112,700.00

914,740.75 1,850,000.00 = 1,683,500.00

2,669,648.25 2,691,400.00

2,669,648.25 728,061.25 895,200.00 = 895,200.00

373,460.00 1,127,000.00 = 450,800.00

1,568,127.00 1,850,000.00 = 2,442,000.00

4,181,540.00 3,788,000.00

4,181,540.00 728,061.25 1,255,725.00 2,197,753.75

2,920,616.25 2,920,616.25

728,061.25 1,004,580.00 1,187,975.00 Balok Atap 20x35

Ringbalk Praktis / Balok Latei

3,559,513.75 4,260,300.00 Beton Plat Atap Beton tebal 12cm

3,559,513.75 2,745,200.00 Beton Plat Pondasi Genset

728,061.25 906,933.00 1,924,519.50

2,983,016.25 2,983,016.25 728,061.25 1,066,980.00 1,187,975.00

4,295,601.25 4,295,601.25 728,061.25 2,617,160.00 950,380.00

1,916,036.25 1,916,036.25 728,061.25 1,187,975.00

3,144,267.50 2,788,425.00 2,070,000.00 37,125.00 422,100.00 109,350.00 149,850.00 355,842.50 197,200.00 15,812.50 55,775.00 60,375.00 14,500.00 12,180.00

5,403,582.50 4,828,800.00 430,000.00 54,000.00

18,000.00 2,070,000.00 74,250.00 422,100.00 109,350.00 149,850.00 780,000.00 341,250.00 380,000.00

574,782.50 299,625.00 15,812.50 94,875.00 120,750.00 25,187.50 18,532.50

6,150,380.93 4,260,300.00 Beton Plat Atap Beton tebal 12cm

6,150,380.93 2,745,200.00 Beton Plat Pondasi Genset

754,295.93 4,089,312.50 1,306,772.50

No. SNI KODE KOEF SAT. URAIAN PAKERJAAN

VIII 03-3436-2002 PEKERJAAN PENUTUP ATAP

6.1 1 m2 Pasang Atap Genteng Plentong Kecil6.1.1 Bahan

25 Buah Genteng Plentong

6.1.2 Tenaga0.15 OH Pekerja

0.075 OH Tukang Kayu0.008 OH Kepala Tukang0.008 OH Mandor

6.2 1 m2 Pasang Atap Genteng Kodok / Glasur6.2.1 Bahan

25 Buah Genteng Kodok / Glasur

6.2.2 Tenaga0.15 OH Pekerja

0.075 OH Tukang Kayu0.008 OH Kepala Tukang0.008 OH Mandor

6.3 1 m2 Pasang Atap Genteng Plentong Super / Besar6.3.1 Bahan

18 Buah Genteng Plentong Super / Besar

6.3.2 Tenaga0.15 OH Pekerja0.06 OH Tukang Kayu

0.006 OH Kepala Tukang0.008 OH Mandor

6.4 1 m' Pasang Genteng Bubung Plentong6.4.1 Bahan

5 Buah Genteng Bubung Plentong 8 Kg Portland Semen 0.032 m3 Pasir Pasang

6.4.2 Tenaga0.4 OH Pekerja0.2 OH Tukang Kayu

0.02 OH Kepala Tukang

0.002 OH Mandor

6.5 1 m' Pasang Genteng Bubung Kodok / Glasur6.5.1 Bahan

5 Buah Genteng Bubung Kodok / Glasur 8 Kg Portland Semen 0.032 m3 Pasir Pasang

6.5.2 Tenaga0.4 OH Pekerja0.2 OH Tukang Kayu

0.02 OH Kepala Tukang0.002 OH Mandor

6.6 1 m' Pasang Genteng Bubung Plentong Besar6.6.1 Bahan

4 Buah Genteng Bubung Plentong Besar 8 Kg Portland Semen 0.032 m3 Pasir Pasang

6.6.2 Tenaga0.4 OH Pekerja0.2 OH Tukang Kayu

0.02 OH Kepala Tukang0.002 OH Mandor

6.9 1 m2 Pasang Atap Asbes Gelombang (2,25x0,92 m) x 5 mm6.9.1 Bahan

0.6 Lbr Asbes Gelombang 0.12 Kg Paku Pancing 60 x 230

6.9.2 Tenaga 0.14 OH Pekerja 0.075 OH Tukang Kayu 0.008 OH Kepala Tukang 0.008 OH Mandor

6.10 m2 Pasang Atap Asbes Gelombang (2,00x0,92 m) x 5 mm6.10.1 Bahan

0.6 Lbr Asbes Gelombang 0.12 Kg Paku Pancing 60 x 230

6.10.2 Tenaga 0.14 OH Pekerja 0.07 OH Tukang Kayu 0.007 OH Kepala Tukang 0.007 OH Mandor

6.12 1 m2 Pasang Atap Asbes Gelombang (3,00x1,05 m) x 4 mm6.12.1 Bahan

0.35 Lbr Asbes Gelombang 0.12 Kg Paku Pancing 60 x 230

6.12.2 Tenaga 0.14 OH Pekerja 0.07 OH Tukang Kayu 0.007 OH Kepala Tukang 0.007 OH Mandor

6.15 1 m2 Pasang Atap Asbes Gelombang (2,10x1,05 m) x 4 mm6.15.1 Bahan

0.51 Lbr Asbes Gelombang 0.12 Kg Paku Pancing 60 x 230

6.15.2 Tenaga 0.14 OH Pekerja 0.067 OH Tukang Kayu 0.007 OH Kepala Tukang 0.007 OH Mandor

6.30 1 m2 Pasang Atap Genteng Beton6.30.1 Bahan

11 Lbr Genteng Beton Standrad 0.03 Kg Paku Biasa 2" - 5"

6.30.2 Tenaga 0.2 OH Pekerja 0.1 OH Tukang Kayu 0.01 OH Kepala Tukang 0.01 OH Mandor

6.33 1 m2 Pasang Atap Sirap6.33.1 Bahan

60 Lbr Genteng Sirap 0.2 Kg Paku Biasa 1/2" - 1"

6.33.2 Tenaga 0.166 OH Pekerja 0.25 OH Tukang Kayu 0.025 OH Kepala Tukang 0.008 OH Mandor

6.34 1 m' Pasang Nok Genteng Beton

6.34.1 Bahan 3.5 Buah Nok Genteng Beton 0.05 Kg Paku Biasa 2" - 5" 10.8 Kg Portland Semen 0.032 m3 Pasir Pasang 1 Kg Semen Warna

6.34.2 Tenaga 0.4 OH Pekerja 0.2 OH Tukang Kayu 0.02 OH Kepala Tukang 0.02 OH Mandor

6.37 1 m' Pasang Nok Sirap6.37.1 Bahan

0.4 Lbr Seng Plaat 3" x 6" BJLS 28 0.06 Kg Paku Biasa 1/2" - 1" 0.5 Kg Paku Biasa 2" - 5" 0.004 m3 Kayu Kamfer Papan Tebal 3 cm

6.37.2 Tenaga 0.125 OH Pekerja 0.25 OH Tukang Kayu 0.025 OH Kepala Tukang 0.006 OH Mandor

6.38 1 m2 Pasang Atap Seng Gelombang6.38.1 Bahan

0.7 Lbr Seng Gelombang 3" x 6" BJLS 28 0.02 Kg Paku Biasa 1/2" - 1"

6.38.2 Tenaga 0.12 OH Pekerja 0.06 OH Tukang Kayu 0.006 OH Kepala Tukang 0.006 OH Mandor

6.39 1 m' Pasang Atap Nok Seng6.39.1 Bahan

0.3 Lbr Seng Plaat 3" x 6" BJLS 28 0.04 Kg Paku Biasa 1/2" - 1"

6.39.2 Tenaga 0.15 OH Pekerja 0.07 OH Tukang Kayu 0.008 OH Kepala Tukang 0.006 OH Mandor

6.42 1 m2 Pasang Allumunium Foil / Sisalation6.42.1 Bahan

1.05 m2 Sisalation / Allumunium Foil6.42.2 Tenaga

0.15 OH Pekerja 0.05 OH Tukang Kayu 0.005 OH Kepala Tukang 0.008 OH Mandor 0.12 Kg Paku Pancing 60 x 230

1 6.9 1 m2 Pasang Atap Gelombang besar ex. Eter (2250x1000 mm) x 5 mm

6.9.1 Bahan0.6 Lbr Atap Gelombang ex. Eter6 5mm

0.12 Kg Paku Pancing 60 x 230

6.9.2 Tenaga0.14 OH Pekerja

0.075 OH Tukang Kayu0.008 OH Kepala Tukang0.008 OH Mandor

2 6.39 1 m' Pasang Atap Nok Seng6.39.1 Bahan

0.3 Lbr Seng Plaat 3" x 6" BJLS 28 0.04 Kg Paku Biasa 1/2" - 1"

6.39.2 Tenaga 0.15 OH Pekerja 0.07 OH Tukang Kayu 0.008 OH Kepala Tukang 0.006 OH Mandor

1 m' Pasang Atap Nok Stel Gelombang besar (AX6 Eter)Bahan

0.3 lbr Nok stel Gelombang AX6 Eter 4.50 bh Baut Kait

Tenaga0.14 OH Pekerja

0.075 OH Tukang Kayu0.008 OH Kepala Tukang0.008 OH Mandor

1 m2 Pasang Atap Policarbonat tebal 5 mmBahan

1.10 lbr Atap policarbonat 0.40 bh Aluminium Profil H

0.53 lbr Aluminium Profil U 6.00 bh Paku sekrup

Tenaga 0.14 OH Pekerja 0.07 OH Tukang Kayu 0.007 OH Kepala Tukang 0.007 OH Mandor

1 m2 Pasang genteng metal multi roof

Bahan0.6 Lbr Genteng metal sakura roof

0.12 Kg Paku Pancing 60 x 230

Tenaga0.14 OH Pekerja

0.075 OH Tukang Kayu0.008 OH Kepala Tukang0.008 OH Mandor

1 m' Pasang Nok genteng metal multi roofBahan

1.1 lbr Nok genteng metal sakura roof0.12 kg Paku Pancing 60 x 230

Tenaga0.14 OH Pekerja

0.075 OH Tukang Kayu0.008 OH Kepala Tukang0.008 OH Mandor

HARGA BAHAN/UPAH JUMLAH MINIMUM MAKSIMUM MINIMUM

Rp Rp Rp

70,357.50 58,750.00

2,350.00 2,350.00 58,750.00

11,607.50 42,500.00 42,500.00 6,375.00 57,500.00 57,500.00 4,312.50 62,500.00 62,500.00 500.00 52,500.00 52,500.00 420.00

101,607.50 90,000.00

3,600.00 3,600.00 90,000.00

11,607.50 42,500.00 42,500.00 6,375.00 57,500.00 57,500.00 4,312.50 62,500.00 62,500.00 500.00 52,500.00 52,500.00 420.00

Pasang Atap Genteng Plentong Super / Besar 87,120.00 76,500.00

4,250.00 4,250.00 76,500.00

10,620.00 42,500.00 42,500.00 6,375.00 57,500.00 57,500.00 3,450.00 62,500.00 62,500.00 375.00 52,500.00 52,500.00 420.00

74,475.00 44,620.00

6,050.00 6,050.00 30,250.00 1,256.25 1,256.25 10,050.00

135,000.00 135,000.00 4,320.00

29,855.00 42,500.00 42,500.00 17,000.00 57,500.00 57,500.00 11,500.00 62,500.00 62,500.00 1,250.00

52,500.00 52,500.00 105.00

82,975.00 53,120.00

7,750.00 7,750.00 38,750.00 1,256.25 1,256.25 10,050.00

135,000.00 135,000.00 4,320.00

29,855.00 42,500.00 42,500.00 17,000.00 57,500.00 57,500.00 11,500.00 62,500.00 62,500.00 1,250.00 52,500.00 52,500.00 105.00

77,625.00 47,770.00

8,350.00 8,350.00 33,400.00 1,256.25 1,256.25 10,050.00

135,000.00 135,000.00 4,320.00 29,855.00

42,500.00 42,500.00 17,000.00 57,500.00 57,500.00 11,500.00 62,500.00 62,500.00 1,250.00 52,500.00 52,500.00 105.00

Pasang Atap Asbes Gelombang (2,25x0,92 m) x 5 mm 59,362.50 48,180.00

77,000.00 77,000.00 46,200.00 16,500.00 16,500.00 1,980.00

11,182.50 42,500.00 42,500.00 5,950.00 57,500.00 57,500.00 4,312.50 62,500.00 62,500.00 500.00 52,500.00 52,500.00 420.00

Pasang Atap Asbes Gelombang (2,00x0,92 m) x 5 mm 58,960.00 48,180.00

77,000.00 77,000.00 46,200.00 16,500.00 16,500.00 1,980.00

10,780.00 42,500.00 42,500.00 5,950.00 57,500.00 57,500.00 4,025.00 62,500.00 62,500.00 437.50 52,500.00 52,500.00 367.50

Pasang Atap Asbes Gelombang (3,00x1,05 m) x 4 mm 41,462.50 30,855.00

82,500.00 82,500.00 28,875.00 16,500.00 16,500.00 1,980.00

10,607.50 42,500.00 42,500.00 5,950.00 57,500.00 57,500.00 3,852.50 62,500.00 62,500.00 437.50 52,500.00 52,500.00 367.50

Pasang Atap Asbes Gelombang (2,10x1,05 m) x 4 mm 42,167.50 31,560.00

58,000.00 58,000.00 29,580.00 16,500.00 16,500.00 1,980.00

10,607.50 42,500.00 42,500.00 5,950.00 57,500.00 57,500.00 3,852.50 62,500.00 62,500.00 437.50 52,500.00 52,500.00 367.50

60,905.00 45,505.00

4,100.00 4,100.00 45,100.00 13,500.00 13,500.00 405.00

15,400.00 42,500.00 42,500.00 8,500.00 57,500.00 57,500.00 5,750.00 62,500.00 62,500.00 625.00 52,500.00 52,500.00 525.00

125,112.50 101,700.00

1,650.00 1,650.00 99,000.00 13,500.00 13,500.00 2,700.00

23,412.50 42,500.00 42,500.00 7,055.00 57,500.00 57,500.00 14,375.00 62,500.00 62,500.00 1,562.50 52,500.00 52,500.00 420.00

79,762.50

48,962.50 5,600.00 5,600.00 19,600.00

13,500.00 13,500.00 675.00 1,256.25 1,256.25 13,567.50

135,000.00 135,000.00 4,320.00 10,800.00 10,800.00 10,800.00

30,800.00 42,500.00 42,500.00 17,000.00 57,500.00 57,500.00 11,500.00 62,500.00 62,500.00 1,250.00 52,500.00 52,500.00 1,050.00

72,925.00 51,360.00

35,500.00 35,500.00 14,200.00 13,500.00 13,500.00 810.00 13,500.00 13,500.00 6,750.00

7,400,000.00 7,400,000.00 29,600.00

21,565.00 42,500.00 42,500.00 5,312.50 57,500.00 57,500.00 14,375.00 62,500.00 62,500.00 1,562.50 52,500.00 52,500.00 315.00

55,710.00 46,470.00

66,000.00 66,000.00 46,200.00 13,500.00 13,500.00 270.00

9,240.00 42,500.00 42,500.00 5,100.00 57,500.00 57,500.00 3,450.00 62,500.00 62,500.00 375.00 52,500.00 52,500.00 315.00

31,555.00 20,340.00

66,000.00 66,000.00 19,800.00 13,500.00 13,500.00 540.00

11,215.00 42,500.00 42,500.00 6,375.00 57,500.00 57,500.00 4,025.00 62,500.00 62,500.00 500.00 52,500.00 52,500.00 315.00

17,122.50 7,140.00

6,800.00 6,800.00 7,140.00 9,982.50

42,500.00 42,500.00 6,375.00 57,500.00 57,500.00 2,875.00 62,500.00 62,500.00 312.50 52,500.00 52,500.00 420.00 16,500.00 16,500.00 1,980.00

Pasang Atap Gelombang besar ex. Eter (2250x1000 mm) x 5 mm 13,162.50 1,980.00

- - - 16,500.00 16,500.00 1,980.00

11,182.50 42,500.00 42,500.00 5,950.00 57,500.00 57,500.00 4,312.50 62,500.00 62,500.00 500.00 52,500.00 52,500.00 420.00

24,655.00 13,440.00

43,000.00 43,000.00 12,900.00 13,500.00 13,500.00 540.00

11,215.00 42,500.00 42,500.00 6,375.00 57,500.00 57,500.00 4,025.00 62,500.00 62,500.00 500.00 52,500.00 52,500.00 315.00

Pasang Atap Nok Stel Gelombang besar (AX6 Eter) 69,232.50 58,050.00

0.00 0.00 - 12,900.00 12,900.00 58,050.00

11,182.50 42,500.00 42,500.00 5,950.00 57,500.00 57,500.00 4,312.50 62,500.00 62,500.00 500.00 52,500.00 52,500.00 420.00

14,605.00 3,825.00

0.00 0.00 - 0.00 0.00 -

0.00 0.00 - 637.50 637.50 3,825.00

10,780.00 42,500.00 42,500.00 5,950.00 57,500.00 57,500.00 4,025.00 62,500.00 62,500.00 437.50 52,500.00 52,500.00 367.50

71,287.50 60,105.00

96,875.00 96,875.00 58,125.00 16,500.00 16,500.00 1,980.00

11,182.50 42,500.00 42,500.00 5,950.00 57,500.00 57,500.00 4,312.50 62,500.00 62,500.00 500.00 52,500.00 52,500.00 420.00

45,712.50 34,530.00

31,000.00 31,000.00 32,550.00 16,500.00 16,500.00 1,980.00

11,182.50 42,500.00 42,500.00 5,950.00 57,500.00 57,500.00 4,312.50 62,500.00 62,500.00 500.00 52,500.00 52,500.00 420.00

JUMLAH MAKSIMUM

Rp

70,357.50 58,750.00 58,750.00

11,607.50 6,375.00 4,312.50 500.00 420.00

101,607.50 90,000.00 90,000.00

11,607.50 6,375.00 4,312.50 500.00 420.00

87,120.00 76,500.00 76,500.00

10,620.00 6,375.00 3,450.00 375.00 420.00

74,475.00 44,620.00 30,250.00 10,050.00 4,320.00

29,855.00 17,000.00 11,500.00 1,250.00

105.00

82,975.00 53,120.00 38,750.00 10,050.00 4,320.00

29,855.00 17,000.00 11,500.00 1,250.00 105.00

77,625.00 47,770.00 33,400.00 10,050.00 4,320.00 29,855.00 17,000.00 11,500.00 1,250.00 105.00

59,362.50 48,180.00 46,200.00 1,980.00

11,182.50 5,950.00 4,312.50 500.00 420.00

58,960.00 48,180.00 46,200.00 1,980.00

10,780.00 5,950.00 4,025.00 437.50 367.50

41,462.50 30,855.00 28,875.00 1,980.00

10,607.50 5,950.00 3,852.50 437.50 367.50

42,167.50 31,560.00 29,580.00 1,980.00

10,607.50 5,950.00 3,852.50 437.50 367.50

60,905.00 45,505.00 45,100.00 405.00

15,400.00 8,500.00 5,750.00 625.00 525.00

125,112.50 101,700.00 99,000.00 2,700.00

23,412.50 7,055.00 14,375.00 1,562.50 420.00

79,762.50

48,962.50 19,600.00 675.00 13,567.50 4,320.00 10,800.00

30,800.00 17,000.00 11,500.00 1,250.00 1,050.00

72,925.00 51,360.00 14,200.00 810.00 6,750.00 29,600.00

21,565.00 5,312.50 14,375.00 1,562.50 315.00

55,710.00 46,470.00 46,200.00 270.00 9,240.00 5,100.00 3,450.00 375.00 315.00

31,555.00 20,340.00 19,800.00 540.00 11,215.00 6,375.00 4,025.00 500.00 315.00

17,122.50 7,140.00 7,140.00 9,982.50 6,375.00 2,875.00 312.50 420.00 1,980.00

13,162.50 1,980.00 - 1,980.00

11,182.50 5,950.00 4,312.50 500.00 420.00

24,655.00 13,440.00 12,900.00 540.00 11,215.00 6,375.00 4,025.00 500.00 315.00

69,232.50 58,050.00 - 58,050.00 11,182.50 5,950.00 4,312.50 500.00 420.00

14,605.00 3,825.00 - -

- 3,825.00 10,780.00 5,950.00 4,025.00 437.50 367.50

71,287.50 60,105.00 58,125.00 1,980.00

11,182.50 5,950.00 4,312.50 500.00 420.00

45,712.50 34,530.00 32,550.00 1,980.00 11,182.50 5,950.00 4,312.50 500.00 420.00

No. SNI KODE KOEF SAT. URAIAN PAKERJAAN

IX 2839 - 2008 PEKERJAAN LANGIT - LANGIT

6.1 1 m2 Memasang Langit-langit Asbes (1,00x1,00) m, tebal 4 mm, 5 mm & 6 mm6.1.1 Bahan

1.1 Lbr Plat Asbes 0.01 Kg Paku

6.1.2 Tenaga 0.03 OH Pekerja 0.07 OH Tukang Kayu 0.007 OH Kepala Tukang 0.004 OH Mandor

6.2 1 m2 Memasang Langit-langit Akustik Ukuran (30x30) cm6.2.1 Bahan

12.0 Lbr Akustik Uk.30 x 30 cm0.05 Kg Paku

6.2.2 Tenaga 0.12 OH Pekerja 0.12 OH Tukang Kayu 0.012 OH Kepala Tukang 0.006 OH Mandor

6.3 1 m2 Memasang Langit-langit Akustik Ukuran (30x60) cm6.3.1 Bahan

5.80 Lbr Akustik0.05 Kg Paku

6.3.2 Tenaga 0.10 OH Pekerja 0.1 OH Tukang Kayu 0.01 OH Kepala Tukang 0.005 OH Mandor

6.5 1 m2 Memasang Langit-langit Tripleks Uk (120x240) cm, Tebal 3 mm, 4 mm & 6 mm 6.5.1 Bahan

0.375 Lbr Tripleks (4 mm)0.03 Kg Paku Tripleks

6.5.2 Tenaga 0.10 OH Pekerja

0.1 OH Tukang Kayu 0.01 OH Kepala Tukang 0.005 OH Mandor

6.6 1 m2 Memasang Langit-langit Lambriziring Kayu Jati, tebal 6 mm6.6.1 Bahan

0.015 m3 Kayu Jati,Papan0.01 Kg Paku

6.6.2 Tenaga 0.8 OH Pekerja 0.8 OH Tukang Kayu 0.08 OH Kepala Tukang 0.04 OH Mandor

6.7 1 m2 Memasng Langit-langit Gypsum Board, Uk (120x240) tebal 9 mm6.7.1 Bahan

0.364 Lbr Gypsum Board 0.11 Kg Paku Sekrup

6.7.2 Tenaga 0.1 OH Pekerja 0.05 OH Tukang Kayu 0.005 OH Kepala Tukang 0.005 OH Mandor

6.8 1 m2 Memasang Langit-langit Akuatik Uk (60x120) cm & Rangka Allumunium6.8.1 Bahan

3.6 m' Profil Allumunium "T"0.15 kg Kawat Ø 4 mm1.05 bh Ramset

1.5 lmb Akuatik 60 x 120 cm

6.8.2 Tenaga0.5 OH Pekerja0.5 OH Tukang Kayu

0.05 OH Kepala Tukang0.025 OH Mandor

6.9 1 m1 List Langit-Langit Kayu Profil6.9.1 Bahan

1.05 m1 List Kayu Profil 0.01 Kg Paku

6.9.2 Tenaga 0.05 OH Pekerja

0.05 OH Tukang Kayu 0.005 OH Kepala Tukang 0.003 OH Mandor

1 m2 Memasang Langit-langit Kalsiboard, Uk (120x240) tebal 9 mmBahan

0.364 Lbr Kalsiboard t 9 mm ex nusaboard 0.11 Kg Paku Sekrup

Tenaga 0.1 OH Pekerja 0.05 OH Tukang Kayu 0.005 OH Kepala Tukang 0.005 OH Mandor

1 m2 Memasang penutup langit-langit dgn Kalsiboard 4.5 cm

Bahan0.364 lbr Kalsi Board 1.2 x 2.4 m, t= 4.5 cm ex ka

0.11 kg Paku sekrup

Tenaga0.1 OH Pekerja

0.05 OH Tukang kayu0.005 OH Kepala tukang0.005 OH Mandor

1 m2 Memasang penutup langit-langit dgn Gypsum 4.5 cm

Bahan0.364 lbr Gypsumboard 1.2 x 2.4 m, t= 4.5 cm

0.11 kg Paku sekrup

Tenaga0.1 OH Pekerja

0.05 OH Tukang kayu0.005 OH Kepala tukang0.005 OH Mandor

1 m1 List Plafond Gypsum MotifBahan

1.05 m1 List plafond 0.15 Kg tepung gypsum

Tenaga 0.06 OH Pekerja 0.06 OH Tukang Kayu 0.006 OH Kepala Tukang 0.003 OH Mandor

1 m1 List Plafond Gypsum Standart KecilBahan

1.05 m1 List plafond 0.15 Kg tepung gypsum

Tenaga 0.06 OH Pekerja 0.06 OH Tukang Kayu 0.006 OH Kepala Tukang 0.003 OH Mandor

1 m2 Bongkar langit-langit gypsum, kalsiboard

Tenaga0.1 OH Pekerja

0.05 OH Tukang kayu0.005 OH Kepala tukang0.005 OH Mandor

30 1 m2 Memasang Rangka Langit-langit hollow (100x100) cm (Rangka Allumunium)Bahan

3.6 m' Besi hollow 40 x 40 t=5 mm0.15 kg Kawat Ø 4 mm1.05 bh Ramset

Tenaga0.15 OH Pekerja

0.5 OH Tukang Kayu0.05 OH Kepala Tukang

0.008 OH Mandor

HARGA BAHAN/UPAH JUMLAH MINIMUM MAKSIMUM MINIMUM

Rp Rp Rp

Memasang Langit-langit Asbes (1,00x1,00) m, tebal 4 mm, 5 mm & 6 mm 26,707.50 20,760.00

18,750.00 18,750.00 20,625.00 13,500.00 13,500.00 135.00

5,947.50 42,500.00 42,500.00 1,275.00 57,500.00 57,500.00 4,025.00 62,500.00 62,500.00 437.50 52,500.00 52,500.00 210.00

Memasang Langit-langit Akustik Ukuran (30x30) cm 71,940.00 58,875.00

4,850.00 4,850.00 58,200.00 13,500.00 13,500.00 675.00

13,065.00 42,500.00 42,500.00 5,100.00 57,500.00 57,500.00 6,900.00 62,500.00 62,500.00 750.00 52,500.00 52,500.00 315.00

Memasang Langit-langit Akustik Ukuran (30x60) cm 78,262.50 67,375.00

11,500.00 11,500.00 66,700.00 13,500.00 13,500.00 675.00

10,887.50 42,500.00 42,500.00 4,250.00 57,500.00 57,500.00 5,750.00 62,500.00 62,500.00 625.00 52,500.00 52,500.00 262.50

Memasang Langit-langit Tripleks Uk (120x240) cm, Tebal 3 mm, 4 mm & 6 mm 30,980.00 20,092.50

52,500.00 52,500.00 19,687.50 13,500.00 13,500.00 405.00

10,887.50 42,500.00 42,500.00 4,250.00

57,500.00 57,500.00 5,750.00 62,500.00 62,500.00 625.00 52,500.00 52,500.00 262.50

Memasang Langit-langit Lambriziring Kayu Jati, tebal 6 mm 409,735.00 322,635.00

21,500,000.00 21,500,000.00 322,500.00 13,500.00 13,500.00 135.00

87,100.00 42,500.00 42,500.00 34,000.00 57,500.00 57,500.00 46,000.00 62,500.00 62,500.00 5,000.00 52,500.00 52,500.00 2,100.00

Memasng Langit-langit Gypsum Board, Uk (120x240) tebal 9 mm 30,578.50 22,878.50

59,000.00 59,000.00 21,476.00 12,750.00 12,750.00 1,402.50

7,700.00 42,500.00 42,500.00 4,250.00 57,500.00 57,500.00 2,875.00 62,500.00 62,500.00 312.50 52,500.00 52,500.00 262.50

Memasang Langit-langit Akuatik Uk (60x120) cm & Rangka Allumunium 146,837.50 92,400.00

3,500.00 4,000.00 12,600.00 6,500.00 7,000.00 975.00 21,500.00 22,000.00 22,575.00

37,500.00 37,500.00 56,250.00

54,437.50 42,500.00 42,500.00 21,250.00 57,500.00 57,500.00 28,750.00 62,500.00 62,500.00 3,125.00 52,500.00 52,500.00 1,312.50

10,435.00 4,965.00

4,600.00 4,600.00 4,830.00 13,500.00 13,500.00 135.00

5,470.00 42,500.00 42,500.00 2,125.00

57,500.00 57,500.00 2,875.00 62,500.00 62,500.00 312.50 52,500.00 52,500.00 157.50

Memasang Langit-langit Kalsiboard, Uk (120x240) tebal 9 mm 9,102.50 1,402.50

0.00 0.00 - 12,750.00 12,750.00 1,402.50

7,700.00 42,500.00 42,500.00 4,250.00 57,500.00 57,500.00 2,875.00 62,500.00 62,500.00 312.50 52,500.00 52,500.00 262.50

Memasang penutup langit-langit dgn Kalsiboard 4.5 cm 9,102.50 1,402.50

- - - 12,750.00 12,750.00 1,402.50

7,700.00 42,500.00 42,500.00 4,250.00 57,500.00 57,500.00 2,875.00 62,500.00 62,500.00 312.50 52,500.00 52,500.00 262.50

Memasang penutup langit-langit dgn Gypsum 4.5 cm 9,102.50 1,402.50

- - - 12,750.00 12,750.00 1,402.50

7,700.00 42,500.00 42,500.00 4,250.00 57,500.00 57,500.00 2,875.00 62,500.00 62,500.00 312.50 52,500.00 52,500.00 262.50

6,532.50 -

0.00 0.00 - 0.00 0.00 -

6,532.50 42,500.00 42,500.00 2,550.00 57,500.00 57,500.00 3,450.00 62,500.00 62,500.00 375.00 52,500.00 52,500.00 157.50

List Plafond Gypsum Standart Kecil 6,532.50 -

0.00 0.00 - 0.00 0.00 -

6,532.50 42,500.00 42,500.00 2,550.00 57,500.00 57,500.00 3,450.00 62,500.00 62,500.00 375.00 52,500.00 52,500.00 157.50

Bongkar langit-langit gypsum, kalsiboard 7,700.00 7,700.00

42,500.00 42,500.00 4,250.00 57,500.00 57,500.00 2,875.00 62,500.00 62,500.00 312.50 52,500.00 52,500.00 262.50

Memasang Rangka Langit-langit hollow (100x100) cm (Rangka Allumunium) 40,695.00 2,025.00

- - 0.00 13,500.00 13,500.00 2,025.00 - - 0.00

38,670.00 42,500.00 42,500.00 6,375.00 57,500.00 57,500.00 28,750.00 62,500.00 62,500.00 3,125.00 52,500.00 52,500.00 420.00

JUMLAH MAKSIMUM

Rp

26,707.50 20,760.00 20,625.00 135.00

5,947.50 1,275.00 4,025.00 437.50 210.00

71,940.00 58,875.00 58,200.00 675.00

13,065.00 5,100.00 6,900.00 750.00 315.00

78,262.50 67,375.00 66,700.00 675.00

10,887.50 4,250.00 5,750.00 625.00 262.50

30,980.00 20,092.50 19,687.50 405.00

10,887.50 4,250.00

5,750.00 625.00 262.50

409,735.00 322,635.00 322,500.00 135.00

87,100.00 34,000.00 46,000.00 5,000.00 2,100.00

30,578.50 22,878.50 21,476.00 1,402.50

7,700.00 4,250.00 2,875.00 312.50 262.50

149,237.50 94,800.00 14,400.00 1,050.00 23,100.00 56,250.00

54,437.50 21,250.00 28,750.00 3,125.00 1,312.50

10,435.00 4,965.00 4,830.00 135.00

5,470.00 2,125.00

2,875.00 312.50 157.50

9,102.50 1,402.50 - 1,402.50

7,700.00 4,250.00 2,875.00 312.50 262.50

9,102.50 1,402.50 - 1,402.50

7,700.00 4,250.00 2,875.00 312.50 262.50

9,102.50 1,402.50 - 1,402.50

7,700.00 4,250.00 2,875.00 312.50 262.50

6,532.50 - - -

6,532.50 2,550.00 3,450.00 375.00 157.50

6,532.50 - - -

6,532.50 2,550.00 3,450.00 375.00 157.50

7,700.00 7,700.00 4,250.00 2,875.00 312.50 262.50

40,695.00 2,025.00

0.002,025.00

0.00

38,670.006,375.00

28,750.003,125.00

420.00

HARGA BAHAN/UPAHNo. SNI KODE KOEF SAT. URAIAN PAKERJAAN MINIMUM

Rp

X PEKERJAAN SANITASI

6.1 1 Unit Memasang Closet Duduk / Mono Blok6.1.1 Bahan

1 Buah Kloset Duduk / Monoblok 1,200,000.000.06 Kelengkapan 6% dari harga Kloset 1,200,000.00

6.1.2 Tenaga 3.3 OH Pekerja 42,500.00 1.1 OH Tukang Batu 57,500.00 0.001 OH Kepala Tukang 62,500.00 0.16 OH Mandor 52,500.00

6.2 1 Unit Memasang Closet Jongkok Porselen6.2.1 Bahan

1 Buah Kloset Jongkok 137,500.00 6 Kg Portland Semen 1,256.25 0.01 m3 Pasir Pasang 135,000.00

6.2.2 Tenaga 1 OH Pekerja 42,500.00 1.5 OH Tukang Batu 57,500.00 1.5 OH Kepala Tukang 62,500.00 0.16 OH Mandor 52,500.00

6.4 1 Unit Memasang Urinoir6.4.1 Bahan

1 Buah Urinoir 292,500.00 0.3 - Perlengkapan 30% Harga Urinoir 292,500.00 6 Kg Portland Semen 1,256.25 0.01 m3 Pasir Pasang 135,000.00

6.4.1 Tenaga 1 OH Pekerja 42,500.00 1 OH Tukang Batu 57,500.00 0.1 OH Kepala Tukang 62,500.00 0.1 OH Mandor 52,500.00

6.5 1 Unit Memasang Wastafel6.5.1 Bahan

1 Buah Wastafel Meja Oval 750,000.00 0.3 - Perlengkapan 30% Harga Wastafel 750,000.00 6 Kg Portland Semen 1,256.25

0.01 m3 Pasir Pasang 135,000.00

6.5.2 Tenaga 1.2 OH Pekerja 42,500.00 0.145 OH Tukang Batu 57,500.00 0.15 OH Kepala Tukang 62,500.00 0.1 OH Mandor 52,500.00

6.8 1 Unit Memasang Bak Mandi Batu Bata Vol. 0,30 m36.8.1 Bahan

0.4 m3 Batu Bata 345,000.00 120 Kg Portland Semen 1,256.25 0.3 m3 Pasir Pasang 135,000.00 360 buah Porselen 11 x 11 cm 404.04 6 Kg Semen Nat 10,800.00

6.8.2 Tenaga 6 OH Pekerja 42,500.00 3 OH Tukang Batu 57,500.00 0.3 OH Kepala Tukang 62,500.00 0.3 OH Mandor 52,500.00

6.14 1 m' Memasang Pipa Beton, Ø 15 cm - 20 cm6.14.1 Bahan

1.1 Buah Pipa Beton 34,000.00 0.027 m3 Batu Bata 345,000.00 0.68 Kg Portland Semen 1,256.25 0.056 m3 Pasir Pasang 135,000.00 0.024 m3 Pasir Urug 117,500.00

6.14.2 Tenaga 0.14 OH Pekerja 42,500.00 0.07 OH Tukang Batu 57,500.00 0.007 OH Kepala Tukang 62,500.00 0.007 OH Mandor 52,500.00

6.15 1 m' Memasang Pipa Beton, Ø 30 cm - 100 cm6.15.1 Bahan

1.1 Buah Pipa Beton 41,250.00 0.55 m3 Batu Bata 345,000.00 10.3 Kg Portland Semen 1,256.25 0.061 m3 Pasir Pasang 135,000.00 0.069 m3 Pasir Urug 117,500.00

6.15.2 Tenaga 0.38 OH Pekerja 42,500.00 0.19 OH Tukang Batu 57,500.00 0.019 OH Kepala Tukang 62,500.00

0.019 OH Mandor 52,500.00

6.20 1 m' Memasang Pipa Galvanis Ø ¾"6.20.1 Bahan

1.2 m' Pipa Galvanis 24,583.33 0.35 Perlengkapan 35% Harga Pipa 24,583.33

6.20.2 Tenaga 0.054 OH Pekerja 42,500.00 0.09 OH Tukang Ledeng 57,500.00 0.009 OH Kepala Tukang 62,500.00 0.027 OH Mandor 52,500.00

6.23 1 m' Memasang Pipa Galvanis Ø 3"6.23.1 Bahan

1.2 m' Pipa Galvanis 175,000.00 0.35 Perlengkapan 35% Harga Pipa 175,000.00

6.23.2 Tenaga 0.108 OH Pekerja 42,500.00 0.18 OH Tukang Ledeng 57,500.00 0.018 OH Kepala Tukang 62,500.00 0.0054 OH Mandor 52,500.00

6.24 1 m' Memasang Pipa Galvanis Ø 4"6.24.1 Bahan

1.2 m' Pipa Galvanis 295,833.33 0.35 Perlengkapan 35% Harga Pipa 295,833.33

6.24.2 Tenaga 0.135 OH Pekerja 42,500.00 0.225 OH Tukang Ledeng 57,500.00 0.0225 OH Kepala Tukang 62,500.00 0.0068 OH Mandor 52,500.00

6.25 1 m' Memasang Pipa PVC type AW Ø ½"6.25.1 Bahan

1.2 m' Pipa PVC 6,000.00 0.35 Perlengkapan 35% Harga Pipa 6,000.00

6.25.2 Tenaga 0.036 OH Pekerja 42,500.00 0.06 OH Tukang Ledeng 57,500.00 0.006 OH Kepala Tukang 62,500.00 0.0018 OH Mandor 52,500.00

6.29 1 m' Memasang Pipa PVC type AW Ø 2"

6.29.1 Bahan 1.2 m' Pipa PVC 16,083.33 0.35 Perlengkapan 35% Harga Pipa 16,083.33

6.29.2 Tenaga 0.054 OH Pekerja 42,500.00 0.09 OH Tukang Ledeng 57,500.00 0.009 OH Kepala Tukang 62,500.00 0.0027 OH Mandor 52,500.00

6.31 1 m' Memasang Pipa PVC type AW Ø 3"6.31.1 Bahan

1.2 m' Pipa PVC 32,083.33 0.35 Perlengkapan 35% Harga Pipa 32,083.33

6.31.2 Tenaga 0.081 OH Pekerja 42,500.00 0.135 OH Tukang Ledeng 57,500.00 0.014 OH Kepala Tukang 62,500.00 0.0041 OH Mandor 52,500.00

6.33 1 Buah Memasang Bak Cuci Piring Stainles Steel6.33.1 Bahan

1 Buah Bak Cuci Stainles Steel 157,500.00 1 Set Water Drain & assesories 157,500.00

6.33.2 Tenaga 0.03 OH Pekerja 42,500.00 0.3 OH Tukang Ledeng 57,500.00 0.03 OH Kepala Tukang 62,500.00 0.0015 OH Mandor 52,500.00

6.35 1 Buah Memasang Kran Ø ¾" atau ½"6.35.1 Bahan

1 Buah Kran Air 11,250.00 0.025 Set Seal Tape 2,500.00

6.35.2 Tenaga 0.01 OH Pekerja 42,500.00 0.1 OH Tukang Ledeng 57,500.00 0.01 OH Kepala Tukang 62,500.00 0.005 OH Mandor 52,500.00

6.36 1 Buah Memasang Floor Drain6.36.1 Bahan

1 Buah Floor Drain 23,750.00

F167
User:

6.36.2 Tenaga 0.01 OH Pekerja 42,500.00 0.1 OH Tukang Batu 57,500.00 0.01 OH Kepala Tukang 62,500.00 0.005 OH Mandor 52,500.00

Revisi - ok

1 m' Memasang Saluran U-20, Ø 20 cm - 100 cmBahan

1.1 Buah Buis Beton U-20 33,500.00 0.55 m3 Batu Bata 345,000.00 10.3 Kg Portland Semen 1,256.25 0.061 m3 Pasir Pasang 135,000.00 0.069 m3 Pasir Urug 117,500.00

Tenaga 0.38 OH Pekerja 42,500.00 0.19 OH Tukang Batu 57,500.00 0.019 OH Kepala Tukang 62,500.00 0.019 OH Mandor 52,500.00

1 m' Memasang Pipa Galvanis Ø 2"Bahan

1.2 m' Pipa Galvanis 41,333.33 0.35 Perlengkapan 35% Harga Pipa 41,333.33

Tenaga 0.108 OH Pekerja 42,500.00 0.18 OH Tukang Ledeng 57,500.00 0.018 OH Kepala Tukang 62,500.00 0.0054 OH Mandor 52,500.00

1 m' Memasang Pipa Galvanis Ø 1.5"Bahan

1.2 m' Pipa Galvanis 57,500.00 0.35 Perlengkapan 35% Harga Pipa 57,500.00

Tenaga 0.108 OH Pekerja 42,500.00 0.18 OH Tukang Ledeng 57,500.00 0.018 OH Kepala Tukang 62,500.00 0.0054 OH Mandor 52,500.00

1 m' Memasang Pipa PVC type AW Ø 1"Bahan

1.2 m' Pipa PVC 9,937.50

0.35 Perlengkapan 35% Harga Pipa 9,937.50

Tenaga 0.040 OH Pekerja 42,500.00 0.07 OH Tukang Ledeng 57,500.00 0.007 OH Kepala Tukang 62,500.00 0.0021 OH Mandor 52,500.00

1 m' Memasang Pipa PVC type AW Ø 4"Bahan

1.2 m' Pipa PVC 49,166.67 0.35 Perlengkapan 35% Harga Pipa 49,166.67

Tenaga 0.081 OH Pekerja 42,500.00 0.135 OH Tukang Ledeng 57,500.00 0.014 OH Kepala Tukang 62,500.00 0.0041 OH Mandor 52,500.00

1 Unit Memasang WastafelBahan

1 Buah Wastafel Meja Gantung 292,500.00 0.3 - Perlengkapan 30% Harga Wastafel 292,500.00

Tenaga 1.2 OH Pekerja 42,500.00 0.145 OH Tukang Batu 57,500.00 0.15 OH Kepala Tukang 62,500.00 0.1 OH Mandor 52,500.00

1 m' Memasang Pipa PVC type AW Ø 1.5"Bahan

1.2 m' Pipa PVC 11,583.33 0.35 Perlengkapan 35% Harga Pipa 11,583.33

Tenaga 0.054 OH Pekerja 42,500.00 0.09 OH Tukang Ledeng 57,500.00 0.009 OH Kepala Tukang 62,500.00 0.0027 OH Mandor 52,500.00

1 m'Bahan

1.2 m' Pipa PVC 6,875.00 0.35 Perlengkapan 35% Harga Pipa 6,875.00

Memasang Pipa PVC type AW Ø ¾"

Tenaga 0.054 OH Pekerja 42,500.00 0.09 OH Tukang Ledeng 57,500.00 0.009 OH Kepala Tukang 62,500.00 0.0027 OH Mandor 52,500.00

HARGA BAHAN/UPAH JUMLAH MAKSIMUM MINIMUM MAKSIMUM

Rp Rp Rp

1,483,962.50 1,483,962.50 1,272,000.00 1,272,000.00

1,200,000.00 1,200,000.00 1,200,000.00 1,200,000.00 72,000.00 72,000.00

211,962.50 211,962.50 42,500.00 140,250.00 140,250.00 57,500.00 63,250.00 63,250.00 62,500.00 62.50 62.50 52,500.00 8,400.00 8,400.00

377,287.50 377,287.50 146,387.50 146,387.50

137,500.00 137,500.00 137,500.00 1,256.25 7,537.50 7,537.50

135,000.00 1,350.00 1,350.00

230,900.00 230,900.00 42,500.00 42,500.00 42,500.00 57,500.00 86,250.00 86,250.00 62,500.00 93,750.00 93,750.00 52,500.00 8,400.00 8,400.00

500,637.50 500,637.50 389,137.50 389,137.50

292,500.00 292,500.00 292,500.00 292,500.00 87,750.00 87,750.00

1,256.25 7,537.50 7,537.50 135,000.00 1,350.00 1,350.00

111,500.00 111,500.00 42,500.00 42,500.00 42,500.00 57,500.00 57,500.00 57,500.00 62,500.00 6,250.00 6,250.00 52,500.00 5,250.00 5,250.00

1,057,850.00 1,057,850.00 983,887.50 983,887.50

750,000.00 750,000.00 750,000.00 750,000.00 225,000.00 225,000.00

1,256.25 7,537.50 7,537.50

135,000.00 1,350.00 1,350.00

73,962.50 73,962.50 42,500.00 51,000.00 51,000.00 57,500.00 8,337.50 8,337.50 62,500.00 9,375.00 9,375.00 52,500.00 5,250.00 5,250.00

1,001,504.55 1,001,504.55 539,504.55 539,504.55

345,000.00 138,000.00 138,000.00 1,256.25 150,750.00 150,750.00

135,000.00 40,500.00 40,500.00 404.04 145,454.55 145,454.55

10,800.00 64,800.00 64,800.00

462,000.00 462,000.00 42,500.00 255,000.00 255,000.00 57,500.00 172,500.00 172,500.00 62,500.00 18,750.00 18,750.00 52,500.00 15,750.00 15,750.00

68,729.25 68,729.25 57,949.25 57,949.25

34,000.00 37,400.00 37,400.00 345,000.00 9,315.00 9,315.00

1,256.25 854.25 854.25 135,000.00 7,560.00 7,560.00 117,500.00 2,820.00 2,820.00

10,780.00 10,780.00 42,500.00 5,950.00 5,950.00 57,500.00 4,025.00 4,025.00 62,500.00 437.50 437.50 52,500.00 367.50 367.50

293,666.88 293,666.88 264,406.88 264,406.88

41,250.00 45,375.00 45,375.00 345,000.00 189,750.00 189,750.00

1,256.25 12,939.38 12,939.38 135,000.00 8,235.00 8,235.00 117,500.00 8,107.50 8,107.50

29,260.00 29,260.00 42,500.00 16,150.00 16,150.00 57,500.00 10,925.00 10,925.00 62,500.00 1,187.50 1,187.50

52,500.00 997.50 997.50

47,554.17 47,554.17 38,104.17 38,104.17

24,583.33 29,500.00 29,500.00 24,583.33 8,604.17 8,604.17

9,450.00 9,450.00 42,500.00 2,295.00 2,295.00 57,500.00 5,175.00 5,175.00 62,500.00 562.50 562.50 52,500.00 1,417.50 1,417.50

287,598.50 287,598.50 271,250.00 271,250.00

175,000.00 210,000.00 210,000.00 175,000.00 61,250.00 61,250.00

16,348.50 16,348.50 42,500.00 4,590.00 4,590.00 57,500.00 10,350.00 10,350.00 62,500.00 1,125.00 1,125.00 52,500.00 283.50 283.50

478,979.92 478,979.92 458,541.67 458,541.67

295,833.33 355,000.00 355,000.00 295,833.33 103,541.67 103,541.67

20,438.25 20,438.25 42,500.00 5,737.50 5,737.50 57,500.00 12,937.50 12,937.50 62,500.00 1,406.25 1,406.25 52,500.00 357.00 357.00

14,749.50 14,749.50 9,300.00 9,300.00

6,000.00 7,200.00 7,200.00 6,000.00 2,100.00 2,100.00

5,449.50 5,449.50 42,500.00 1,530.00 1,530.00 57,500.00 3,450.00 3,450.00 62,500.00 375.00 375.00 52,500.00 94.50 94.50

33,103.42 33,103.42

24,929.17 24,929.17 16,083.33 19,300.00 19,300.00 16,083.33 5,629.17 5,629.17

8,174.25 8,174.25 42,500.00 2,295.00 2,295.00 57,500.00 5,175.00 5,175.00 62,500.00 562.50 562.50 52,500.00 141.75 141.75

61,993.17 61,858.17 49,729.17 49,729.17

32,083.33 38,500.00 38,500.00 32,083.33 11,229.17 11,229.17

12,264.00 12,129.00 42,500.00 3,442.50 3,442.50 57,500.00 7,762.50 7,762.50 52,500.00 843.75 708.75 52,500.00 215.25 215.25

335,478.75 335,478.75 315,000.00 315,000.00

157,500.00 157,500.00 157,500.00 157,500.00 157,500.00 157,500.00

20,478.75 20,478.75 42,500.00 1,275.00 1,275.00 57,500.00 17,250.00 17,250.00 62,500.00 1,875.00 1,875.00 52,500.00 78.75 78.75

18,375.00 18,275.00 11,312.50 11,312.50

11,250.00 11,250.00 11,250.00 2,500.00 62.50 62.50

7,062.50 6,962.50 42,500.00 425.00 425.00 57,500.00 5,750.00 5,750.00 52,500.00 625.00 525.00 52,500.00 262.50 262.50

30,812.50 30,812.50 23,750.00 23,750.00

23,750.00 23,750.00 23,750.00

7,062.50 7,062.50 42,500.00 425.00 425.00 57,500.00 5,750.00 5,750.00 62,500.00 625.00 625.00 52,500.00 262.50 262.50

285,141.88 285,141.88 255,881.88 255,881.88

33,500.00 36,850.00 36,850.00 345,000.00 189,750.00 189,750.00

1,256.25 12,939.38 12,939.38 135,000.00 8,235.00 8,235.00 117,500.00 8,107.50 8,107.50

29,260.00 29,260.00 42,500.00 16,150.00 16,150.00 57,500.00 10,925.00 10,925.00 62,500.00 1,187.50 1,187.50 52,500.00 997.50 997.50

80,415.17 80,415.17 64,066.67 64,066.67

41,333.33 49,600.00 49,600.00 41,333.33 14,466.67 14,466.67

16,348.50 16,348.50 42,500.00 4,590.00 4,590.00 57,500.00 10,350.00 10,350.00 62,500.00 1,125.00 1,125.00 52,500.00 283.50 283.50

105,473.50 105,473.50 89,125.00 89,125.00

57,500.00 69,000.00 69,000.00 57,500.00 20,125.00 20,125.00

16,348.50 16,348.50 42,500.00 4,590.00 4,590.00 57,500.00 10,350.00 10,350.00 62,500.00 1,125.00 1,125.00 52,500.00 283.50 283.50

21,675.88 21,675.88 15,403.13 15,403.13

9,937.50 11,925.00 11,925.00

9,937.50 3,478.13 3,478.13

6,272.75 6,272.75 42,500.00 1,700.00 1,700.00 57,500.00 4,025.00 4,025.00 62,500.00 437.50 437.50 52,500.00 110.25 110.25

88,472.33 88,472.33 76,208.33 76,208.33

49,166.67 59,000.00 59,000.00 49,166.67 17,208.33 17,208.33

12,264.00 12,264.00 42,500.00 3,442.50 3,442.50 57,500.00 7,762.50 7,762.50 62,500.00 843.75 843.75 52,500.00 215.25 215.25

454,212.50 454,212.50 380,250.00 380,250.00

292,500.00 292,500.00 292,500.00 292,500.00 87,750.00 87,750.00

73,962.50 73,962.50 42,500.00 51,000.00 51,000.00 57,500.00 8,337.50 8,337.50 62,500.00 9,375.00 9,375.00 52,500.00 5,250.00 5,250.00

26,128.42 26,128.42 17,954.17 17,954.17

11,583.33 13,900.00 13,900.00 11,583.33 4,054.17 4,054.17

8,174.25 8,174.25 42,500.00 2,295.00 2,295.00 57,500.00 5,175.00 5,175.00 62,500.00 562.50 562.50 52,500.00 141.75 141.75

18,830.50 18,830.50 10,656.25 10,656.25

6,875.00 8,250.00 8,250.00 6,875.00 2,406.25 2,406.25

8,174.25 8,174.25 42,500.00 2,295.00 2,295.00 57,500.00 5,175.00 5,175.00 62,500.00 562.50 562.50 52,500.00 141.75 141.75

No. SNI KODE KOEF SAT. URAIAN PAKERJAAN

XI 7393 - 2008 PEKERJAAN BESI & ALLUMUNIUM

6.1 1 Kg Memasang Besi Profil6.1.1 Bahan

1.15 Kg Besi Profil 0.06 Kg Meni Besi

6.1.2 Tenaga 0.06 OH Pekerja 0.06 OH Tukang Besi 0.006 OH Kepala Tukang 0.003 OH Mandor

6.2 1 kg Memasang Rangka Kuda-kuda Baja IWF6.2.1 Bahan

1.15 kg Besi Baja IWF

6.2.2 Tenaga 0.06 OH Pekerja 0.06 OH Tukang Besi 0.006 OH Kepala Tukang 0.003 OH Mandor

6.3 100 kg Mengerjakan Pekerjaan Perakitan (Kuda-kuda Baja)6.3.1 Bahan

1 ltr Solar 0.1 ltr Minyak Pelumas

6.3.2 Tenaga 0.10 OH Pekerja 0.10 OH Tukang Besi 0.001 OH Kepala Tukang 0.0050 OH Mandor

0.008 Jam Sewa Alat

6.4 1 m2 Membuat Pintu Besi Plat Baja tebal 2 mm rangkap, rangka baja Siku

6.4.1 Bahan

15 Kg Besi Siku L.30.30.3

32.8 Kg Besi Plat Baja

0.05 Kg Kawat Las

6.4.2 Tenaga

1.05 OH Pekerja

1.05 OH Tukang Besi

0.105 OH Kepala Tukang

0.052 OH Mandor

6.5 1 cm Mengerjakan Pengelasan dengan Las Listrik

6.5.1 Bahan

0.04 kg Kawat Las

0.03 ltr Solar

0.004 ltr Minyak Pelumas

6.5.2 Tenaga

0.04 OH Pekerja

0.02 OH Tukang Besi

0.002 OH Kepala Tukang

0.002 OH Mandor

0.17 Jam Sewa Alat

6.7 1 m2 Memasang Pintu Rolling Door Besi

Bahan

6.7.1 1 m2 Pintu Gulung Besi

6.7.2 Tenaga

1.2 OH Pekerja

1.2 OH Tukang Besi

0.12 OH Kepala Tukang

0.006 OH Mandor

6.8 1 m2 Memasang Pintu Lipat (Folding Door)

6.8.1 Bahan

1 m2 Pintu Lipat

6.8.2 Tenaga

0.44 OH Pekerja

0.44 OH Tukang Besi

0.044 OH Kepala Tukang

0.022 OH Mandor

6.9 1 m2 Sunscreen Allumunium

6.9.1 Bahan

1 m2 Sunscreen Allumunium

6.9.2 Tenaga

0.08 OH Pekerja

0.8 OH Tukang Besi

0.08 OH Kepala Tukang

0.004 OH Mandor

6.10 1 m2 Memasang Rolling Door Allumunium

6.10.1 Bahan

1 m2 Rolling Allumunium

6.10.2 Tenaga

1 OH Pekerja

1 OH Tukang Besi

0.1 OH Kepala Tukang

0.05 OH Mandor

6.11 1 m' Memasang Kusen Pintu Allumunium

6.11.1 Bahan

1.1 m' Profil Allumunium

2 buah Skrup Fixer

0.06 Tube Sealant

6.11.2 Tenaga

0.043 OH Pekerja

0.043 OH Tukang Besi

0.0043 OH Kepala Tukang

0.0021 OH Mandor

6.12 1 m2 Memasang Pintu Allumunium Strip Lebar 8 cm

6.12.1 Bahan

4.4 m' Profil Allumunium

14.6 m' Allumunium Strip

6.12.2 Tenaga0.085 OH Pekerja0.085 OH Tukang Besi

0.0085 OH Kepala Tukang0.0042 OH Mandor

6.13 1 m2 Memasang Pintu Kaca Rangka Allumunium6.13.1 Bahan

4.4 m' Pintu Allumunium4.5 m' Profil Kaca

0.27 tube Sealant

6.13.2 Tenaga0.085 OH Pekerja0.085 OH Tukang Besi0.009 OH Kepala Tukang0.005 OH Mandor

6.14 1 m2 Memasang Venetions Blinds & Vertical Blinds6.14.1 Bahan

1 m2 Venetions Blinds atau Vertical Blinds (tirai)

6.14.2 Tenaga0.35 OH Pekerja0.35 OH Tukang Besi

0.035 OH Kepala Tukang0.018 OH Mandor

6.15 1 m2 Memasang Terali Besi Strip (2x3) cm6.15.1 Bahan

6.177 m' Besi Strip 2x3 27.08 cm Pengelasan

6.15.2 Tenaga 1.67 OH Pekerja 1.67 OH Tukang Las 0.167 OH Kepala Tukang 0.083 OH Mandor

6.16 1 m2 Memasang Kawat Nyamuk6.16.1 Bahan

1.1 m2 Kawat Nyamuk nylon 11.11 cm Pengelasan 1.716 kg Baja Strip (0,2x2) cm

6.16.2 Tenaga 0.1 OH Pekerja

0.1 OH Tukang Kayu 0.01 OH Kepala Tukang 0.0050 OH Mandor

6.17 1 m2 Memasang Jendela Nako & Tralis6.17.1 Bahan

1.1 m2 Jendela Nako 10 buah Paku Skrup 1 - 2,5 cm 7 m' Besi Strip

6.17.2 Tenaga 0.2 OH Pekerja 0.2 OH Tukang Kayu 0.02 OH Kepala Tukang 0.001 OH Mandor

6.18 1 m' Memasang Talang Datar/Jurai , Seng BJLS 28 Lebar 90 cm 6.18.1 Bahan

1.05 Lbr Seng Plaat 0.015 Kg Paku Biasa 1 - 2,5 cm 0.019 m3 Kayu Papan Klas II atau III

6.18.2 Tenaga 0.20 OH Pekerja 0.4 OH Tukang Kayu 0.025 OH Kepala Tukang 0.01 OH Mandor

6.19 1 m' Memasang Talang 1/2 Lingkaran Ø 15 cm, Seng Plaat BJLS 30 Lebar 45 cm 6.19.1 Bahan

1.05 Lbr Seng Plaat 0.01 Kg Paku Biasa 1 - 2,5 cm 0.5 Kg Besi strip

6.19.2 Tenaga 0.15 OH Pekerja 0.3 OH Tukang Kayu 0.03 OH Kepala Tukang 0.008 OH Mandor

1 m' Memasang Krepyak Allumunium

Bahan

1.1 m' Krepyak Allumunium

Tenaga

0.043 OH Pekerja

0.043 OH Tukang Besi

0.0043 OH Kepala Tukang

0.0021 OH Mandor

1 m2 Memasang Pintu Kaca Rangka Allumunium utk kaca 8 mmBahan

4.4 m' Pintu Allumunium0.27 tube Sealant

Tenaga0.085 OH Pekerja0.085 OH Tukang Besi0.009 OH Kepala Tukang0.005 OH Mandor

1 m' Memasang Kusen Pintu Allumunium warna

Bahan

1.1 m' Profil Allumunium (Warna)

2 buah Skrup Fixer

0.06 Tube Sealant

Tenaga

0.043 OH Pekerja

0.043 OH Tukang Besi

0.0043 OH Kepala Tukang

0.0021 OH Mandor

1 m' Memasang Talang Jurai , Seng BJLS 0.30Bahan

1.05 Lbr Seng Plaat 0.015 Kg Paku Biasa 1 - 2,5 cm 0.019 m3 Kayu Papan Klas II atau III

Tenaga 0.20 OH Pekerja 0.4 OH Tukang Kayu 0.025 OH Kepala Tukang 0.01 OH Mandor

1 m2 Memasang Rangka Besi Hollow uk. 2x4 cm, t : 0.8 mm

Bahan3.6 m' Besi Hollow 2x4 cm, t : 0.8 mm

11.11 cm Pengelasan

Tenaga0.150 OH Pekerja0.500 OH Tukang Las0.050 OH Kepala Tukang0.008 OH Mandor

1 m2 Membuat Plat Besi Plat Baja tebal 2 mm

Bahan

16.4 Kg Besi Plat Baja

0.05 Kg Kawat Las

Tenaga

1.05 OH Pekerja

1.05 OH Tukang Las

0.105 OH Kepala Tukang

0.052 OH Mandor

1 m2 Railling besi Hollow

Bahan

3.6 m' Besi Hollow 4 x 2x44 dan cm, t : 0.8 mm

11.00 cm Pengelasan

Tenaga

0.06 OH Pekerja

0.06 OH Tukang Las

0.006 OH Kepala Tukang

0.003 OH Mandor

6.13 1 m' Memasang Rangka Pintu Allumunium6.13.1 Bahan

1.2 m' Alumunium profil0.27 tube Sealant

6.13.2 Tenaga0.085 OH Pekerja0.085 OH Tukang Las0.009 OH Kepala Tukang0.005 OH Mandor

HARGA BAHAN/UPAH JUMLAH MINIMUM MAKSIMUM MINIMUM

Rp Rp Rp

23,538.75 17,006.25

13,875.00 13,875.00 15,956.25 17,500.00 17,500.00 1,050.00

6,532.50 42,500.00 42,500.00 2,550.00 57,500.00 57,500.00 3,450.00 62,500.00 62,500.00 375.00 52,500.00 52,500.00 157.50

22,488.75 15,956.25

13,875.00 13,875.00 15,956.25

6,532.50 42,500.00 42,500.00 2,550.00 57,500.00 57,500.00 3,450.00 62,500.00 62,500.00 375.00 52,500.00 52,500.00 157.50

Mengerjakan Pekerjaan Perakitan (Kuda-kuda Baja) 25,665.00 14,600.00

11,275.00 11,275.00 11,275.00 33,250.00 33,250.00 3,325.00

11,065.00 42,500.00 42,500.00 4,250.00 57,500.00 57,500.00 5,750.00 62,500.00 62,500.00 62.50 52,500.00 52,500.00 262.50

92,500 92,500 740

Membuat Pintu Besi Plat Baja tebal 2 mm rangkap, rangka baja Siku 779,372.50

665,080.00

13,875.00 13,875.00 208,125.00

13,850.00 13,850.00 454,280.00

53,500.00 53,500.00 2,675.00

114,292.50

42,500.00 42,500.00 44,625.00

57,500.00 57,500.00 60,375.00

62,500.00 62,500.00 6,562.50

52,500.00 52,500.00 2,730.00

18,441.25

2,611.25

53,500.00 53,500.00 2,140.00

11,275.00 11,275.00 338.25

33,250.00 33,250.00 133.00

15,830.00

42,500.00 42,500.00 1,700.00

57,500.00 57,500.00 1,150.00

62,500.00 62,500.00 125.00

52,500.00 52,500.00 105.00

75,000.00 75,000.00 12,750.00

370,315.00

242,500.00

242,500.00 242,500.00 242,500.00

127,815.00

42,500.00 42,500.00 51,000.00

57,500.00 57,500.00 69,000.00

62,500.00 62,500.00 7,500.00

52,500.00 52,500.00 315.00

437,905.00

390,000.00

390,000.00 390,000.00 390,000.00

47,905.00

42,500.00 42,500.00 18,700.00

57,500.00 57,500.00 25,300.00

62,500.00 62,500.00 2,750.00

52,500.00 52,500.00 1,155.00

349,610.00

295,000.00

295,000.00 295,000.00 295,000.00

54,610.00

42,500.00 42,500.00 3,400.00

57,500.00 57,500.00 46,000.00

62,500.00 62,500.00 5,000.00

52,500.00 52,500.00 210.00

346,375.00

237,500.00

237,500.00 237,500.00 237,500.00

108,875.00

42,500.00 42,500.00 42,500.00

57,500.00 57,500.00 57,500.00

62,500.00 62,500.00 6,250.00

52,500.00 52,500.00 2,625.00

86,429.00

81,750.00

72,500.00 72,500.00 79,750.00

1,000.00 1,000.00 2,000.00

- - -

4,679.00

42,500.00 42,500.00 1,827.50

57,500.00 57,500.00 2,472.50

62,500.00 62,500.00 268.75

52,500.00 52,500.00 110.25

Memasang Pintu Allumunium Strip Lebar 8 cm 839,251.75

830,000.00

72,500.00 72,500.00 319,000.00

35,000.00 35,000.00 511,000.00

9,251.75 42,500.00 42,500.00 3,612.50 57,500.00 57,500.00 4,887.50 62,500.00 62,500.00 531.25 52,500.00 52,500.00 220.50

Memasang Pintu Kaca Rangka Allumunium 208,325.00 199,000.00

35,000.00 35,000.00 154,000.00 10,000.00 10,000.00 45,000.00 - - -

9,325.00 42,500.00 42,500.00 3,612.50 57,500.00 57,500.00 4,887.50 62,500.00 62,500.00 562.50 52,500.00 52,500.00 262.50

Memasang Venetions Blinds & Vertical Blinds 38,132.50 -

- - -

38,132.50 42,500.00 42,500.00 14,875.00 57,500.00 57,500.00 20,125.00 62,500.00 62,500.00 2,187.50 52,500.00 52,500.00 945.00

267,346.45 85,551.45

13,850.00 13,850.00 85,551.45 18,441.25 18,441.25 499,389.05

181,795.00 42,500.00 42,500.00 70,975.00 57,500.00 57,500.00 96,025.00 62,500.00 62,500.00 10,437.50 52,500.00 52,500.00 4,357.50

249,986.39 239,098.89

9,500.00 9,500.00 10,450.00 18,441.25 18,441.25 204,882.29 13,850.00 13,850.00 23,766.60

10,887.50 42,500.00 42,500.00 4,250.00

57,500.00 57,500.00 5,750.00 62,500.00 62,500.00 625.00 52,500.00 52,500.00 262.50

130,715.00 109,412.50

10,750.00 10,750.00 11,825.00 63.75 63.75 637.50

13,850.00 13,850.00 96,950.00

21,302.50 42,500.00 42,500.00 8,500.00 57,500.00 57,500.00 11,500.00 62,500.00 62,500.00 1,250.00 52,500.00 52,500.00 52.50

Memasang Talang Datar/Jurai , Seng BJLS 28 Lebar 90 cm 162,265.00 128,677.50

35,500.00 35,500.00 37,275.00 13,500.00 13,500.00 202.50

4,800,000.00 4,800,000.00 91,200.00

33,587.50 42,500.00 42,500.00 8,500.00 57,500.00 57,500.00 23,000.00 62,500.00 62,500.00 1,562.50 52,500.00 52,500.00 525.00

Memasang Talang 1/2 Lingkaran Ø 15 cm, Seng Plaat BJLS 30 Lebar 45 cm 76,030.00 50,110.00

41,000.00 41,000.00 43,050.00 13,500.00 13,500.00 135.00 13,850.00 13,850.00 6,925.00

25,920.00 42,500.00 42,500.00 6,375.00 57,500.00 57,500.00 17,250.00 62,500.00 62,500.00 1,875.00 52,500.00 52,500.00 420.00

62,429.00

57,750.00

52,500.00 52,500.00 57,750.00

4,679.00

42,500.00 42,500.00 1,827.50

57,500.00 57,500.00 2,472.50

62,500.00 62,500.00 268.75

52,500.00 52,500.00 110.25

Memasang Pintu Kaca Rangka Allumunium utk kaca 8 mm 163,325.00 154,000.00

35,000.00 35,000.00 154,000.00 0.00 0.00 -

9,325.00 42,500.00 42,500.00 3,612.50 57,500.00 57,500.00 4,887.50 62,500.00 62,500.00 562.50 52,500.00 52,500.00 262.50

Memasang Kusen Pintu Allumunium warna 6,679.00

2,000.00

0.00 0.00 -

1,000.00 1,000.00 2,000.00

- - -

4,679.00

42,500.00 42,500.00 1,827.50

57,500.00 57,500.00 2,472.50

62,500.00 62,500.00 268.75

52,500.00 52,500.00 110.25

168,040.00 134,452.50

41,000.00 41,000.00 43,050.00 13,500.00 13,500.00 202.50

4,800,000.00 4,800,000.00 91,200.00

33,587.50 42,500.00 42,500.00 8,500.00 57,500.00 57,500.00 23,000.00 62,500.00 62,500.00 1,562.50 52,500.00 52,500.00 525.00

Memasang Rangka Besi Hollow uk. 2x4 cm, t : 0.8 mm 243,552.29

204,882.290.00 0.00 0.00

18,441.25 18,441.25 204,882.29

38,670.0042,500.00 42,500.00 6,375.0057,500.00 57,500.00 28,750.0062,500.00 62,500.00 3,125.0052,500.00 52,500.00 420.00

344,107.50

229,815.00

13,850.00 13,850.00 227,140.00

53,500.00 53,500.00 2,675.00

114,292.50

42,500.00 42,500.00 44,625.00

57,500.00 57,500.00 60,375.00

62,500.00 62,500.00 6,562.50

52,500.00 52,500.00 2,730.00

209,386.25

202,853.75

0.00 0.00 -

18,441.25 18,441.25 202,853.75

6,532.50

42,500.00 42,500.00 2,550.00

57,500.00 57,500.00 3,450.00

62,500.00 62,500.00 375.00

52,500.00 52,500.00 157.50

96,325.00 87,000.00

72,500.00 72,500.00 87,000.00 - - -

9,325.00 42,500.00 42,500.00 3,612.50 57,500.00 57,500.00 4,887.50 62,500.00 62,500.00 562.50 52,500.00 52,500.00 262.50

JUMLAH MAKSIMUM

Rp

23,538.75 17,006.25 15,956.25 1,050.00

6,532.50 2,550.00 3,450.00 375.00 157.50

22,488.75 15,956.25 15,956.25

6,532.50 2,550.00 3,450.00 375.00 157.50

25,665.00 14,600.00 11,275.00 3,325.00 11,065.00 4,250.00 5,750.00 62.50 262.50

740.00

779,372.50

665,080.00

208,125.00

454,280.00

2,675.00

114,292.50

44,625.00

60,375.00

6,562.50

2,730.00

18,441.25

2,611.25

2,140.00

338.25

133.00

15,830.00

1,700.00

1,150.00

125.00

105.00

12,750.00

370,315.00

242,500.00

242,500.00

127,815.00

51,000.00

69,000.00

7,500.00

315.00

437,905.00

390,000.00

390,000.00

47,905.00

18,700.00

25,300.00

2,750.00

1,155.00

349,610.00

295,000.00

295,000.00

54,610.00

3,400.00

46,000.00

5,000.00

210.00

346,375.00

237,500.00

237,500.00

108,875.00

42,500.00

57,500.00

6,250.00

2,625.00

86,429.00

81,750.00

79,750.00

2,000.00

-

4,679.00

1,827.50

2,472.50

268.75

110.25

839,251.75

830,000.00

319,000.00

511,000.00

9,251.75 3,612.50 4,887.50 531.25 220.50

208,325.00 199,000.00 154,000.00 45,000.00 -

9,325.00 3,612.50 4,887.50 562.50 262.50

38,132.50 - -

38,132.50 14,875.00 20,125.00 2,187.50 945.00

267,346.45 85,551.45 85,551.45 499,389.05

181,795.00 70,975.00 96,025.00 10,437.50 4,357.50

249,986.39 239,098.89 10,450.00 204,882.29 23,766.60

10,887.50 4,250.00

5,750.00 625.00 262.50

130,715.00 109,412.50 11,825.00 637.50 96,950.00

21,302.50 8,500.00 11,500.00 1,250.00 52.50

162,265.00 128,677.50 37,275.00 202.50 91,200.00

33,587.50 8,500.00 23,000.00 1,562.50 525.00

76,030.00 50,110.00 43,050.00 135.00 6,925.00

25,920.00 6,375.00 17,250.00 1,875.00 420.00

62,429.00

57,750.00

57,750.00

4,679.00

1,827.50

2,472.50

268.75

110.25

163,325.00 154,000.00 154,000.00 -

9,325.00 3,612.50 4,887.50 562.50 262.50

6,679.00

2,000.00

-

2,000.00

-

4,679.00

1,827.50

2,472.50

268.75

110.25

168,040.00 134,452.50 43,050.00 202.50 91,200.00

33,587.50 8,500.00 23,000.00 1,562.50 525.00

243,552.29

204,882.290.00

204,882.29

38,670.006,375.00

28,750.003,125.00

420.00

344,107.50

229,815.00

227,140.00

2,675.00

114,292.50

44,625.00

60,375.00

6,562.50

2,730.00

209,386.25

202,853.75

-

202,853.75

6,532.50

2,550.00

3,450.00

375.00

157.50

96,325.00 87,000.00 87,000.00 -

9,325.00 3,612.50 4,887.50 562.50 262.50

No. SNI KODE KOEF SAT. URAIAN PAKERJAAN

XII PEKERJAAN KUNCI dan KACA

6.2 1 Buah Memasang Kunci Tanam Biasa6.2..1 Bahan

1 Buah Kunci Tanam Biasa

6.2.2 Tenaga 0.01 OH Pekerja 0.5 OH Tukang Kayu 0.01 OH Kepala Tukang 0.005 OH Mandor

6.3 1 Buah Memasang Kunci Kamar Mandi6.3.1 Bahan

1 Buah Kunci Tanam Kamar Mandi

6.3..2 Tenaga0.005 OH Pekerja

0.5 OH Tukang Kayu0.005 OH Kepala Tukang

0.0025 OH Mandor

6.4 1 Buah Memasang Kunci Selinder6.4.1 Bahan

1 Buah Kunci Selinder

6.4.2 Tenaga0.005 OH Pekerja

0.5 OH Tukang Kayu0.005 OH Kepala Tukang

0.0025 OH Mandor

6.5 1 Buah Memasang Engsel Pintu6.5.1 Bahan

1 Buah Engsel pintu

6.5.2 Tenaga0.015 OH Pekerja

0.15 OH Tukang Kayu0.015 OH Kepala Tukang

0.0075 OH Mandor

6.6 1 Buah Pasang Engsel Jendela Kupu-kupu6..6.1 Bahan

1 Buah Engsel Jendela

6.6.2 Tenaga 0.01 OH Pekerja 0.1 OH Tukang Kayu 0.01 OH Kepala Tukang 0.005 OH Mandor

6.7 1 Buah Pasang Engsel Angin6.7.1 Bahan

1 Buah Engsel Angin

6.7.2 Tenaga 0.02 OH Pekerja 0.2 OH Tukang Kayu 0.02 OH Kepala Tukang 0.01 OH Mandor

6.9 1 Buah Pasang Kait Angin6.9.1 Bahan

1 Buah Kait Angin

6.9.2 Tenaga 0.015 OH Pekerja 0.15 OH Tukang Kayu 0.015 OH Kepala Tukang 0.00075 OH Mandor

6.10 1 Buah Pasang Door Closer6.10.1 Bahan

1 Buah Door Closer

6.10.2 Tenaga 0.05 OH Pekerja 0.5 OH Tukang Kayu 0.05 OH Kepala Tukang 0.0025 OH Mandor

6.11 1 Buah Pasang Kunci Selot6.11.1 Bahan

1 Buah Kunci Selot6.11.2 Tenaga

0.02 OH Pekerja 0.2 OH Tukang Kayu

0.02 OH Kepala Tukang 0.001 OH Mandor

6.13 1 Buah Pasang Door Stop6.12.1 Bahan

1 Buah Door Stop

6.12.2 Tenaga 0.01 OH Pekerja 0.1 OH Tukang Kayu 0.01 OH Kepala Tukang 0.0005 OH Mandor

6.14 1 Buah Pasang Rel Pintu Dorong6.14.1 Bahan

1 Buah Rel Pintu Dorong

6.14.2 Tenaga 0.06 OH Pekerja 0.6 OH Tukang Kayu 0.06 OH Kepala Tukang 0.003 OH Mandor

6.15 1 Buah Pasang Kunci Lemari6.15.1 Bahan

1 Buah Kunci Lemari

6.15.2 Tenaga 0.025 OH Pekerja 0.25 OH Tukang Kayu 0.025 OH Kepala Tukang 0.00125 OH Mandor

6.16 1 m2 Pasang Kaca tebal 3 mm6.16.1 Bahan

1.1 m2 Kaca tebal 3mm

6.16.2 Tenaga 0.015 OH Pekerja 0.15 OH Tukang Kayu 0.015 OH Kepala Tukang 0.00075 OH Mandor

6.17 1 m2 Pasang Kaca tebal 5 mm6.17.1 Bahan

1.1 m2 Kaca tebal 5mm

6.17.2 Tenaga

0.015 OH Pekerja 0.15 OH Tukang Kayu 0.015 OH Kepala Tukang 0.00075 OH Mandor

6.20 1 m2 Pasang Kaca Cermin tebal 5 mm6.20.1 Bahan

1.1 m2 Kaca Cermin

6.20.2 Tenaga 0.015 OH Pekerja 0.15 OH Tukang Kayu 0.015 OH Kepala Tukang 0.00075 OH Mandor

1 m2 Pasang Kaca Es tebal 5 mmBahan

1.1 m2 Kaca Es tebal 5mm

Tenaga 0.015 OH Pekerja 0.15 OH Tukang Kayu 0.015 OH Kepala Tukang 0.00075 OH Mandor

1 m2 Pasang Kaca clear tebal 8 mmBahan

1.1 m2 Kaca clear tebal 8 mm

Tenaga 0.015 OH Pekerja 0.15 OH Tukang Kayu 0.015 OH Kepala Tukang 0.00075 OH Mandor

1 Buah Memasang Handle Jendela biasaBahan

1 Buah handle jendela biasa

Tenaga 0.01 OH Pekerja 0.1 OH Tukang Kayu 0.01 OH Kepala Tukang 0.005 OH Mandor

1 Buah Memasang Handle Jendela alumuniumBahan

1 Buah handle jendela alumunium

Tenaga 0.01 OH Pekerja 0.1 OH Tukang Kayu 0.01 OH Kepala Tukang 0.005 OH Mandor

1 m2 Memasang sticker sundblastBahan

1.05 m2 Sticker sundblast

Tenaga 0.01 OH Pekerja 0.1 OH Tukang Kayu 0.01 OH Kepala Tukang 0.005 OH Mandor

1 Buah Memasang Engsel JendelaBahan

1 Buah Engsel Jendela

Tenaga0.015 OH Pekerja

0.15 OH Tukang Kayu0.015 OH Kepala Tukang

0.0075 OH Mandor

1 Buah Memasang Grendel biasaBahan

1 Buah Grendel biasa

Tenaga0.015 OH Pekerja

0.15 OH Tukang Kayu0.015 OH Kepala Tukang

0.0075 OH Mandor

1 m2 Pasang Kaca Rayband tebal 5 mmBahan

1.1 m2 Kaca Rayband 5mm

Tenaga

0.015 OH Pekerja 0.15 OH Tukang Kayu 0.015 OH Kepala Tukang 0.00075 OH Mandor

HARGA BAHAN/UPAH JUMLAH MINIMUM MAKSIMUM MINIMUM

Rp Rp Rp

162,562.50 132,500.00

132,500.00 132,500.00 132,500.00

30,062.50 42,500.00 42,500.00 425.00 57,500.00 57,500.00 28,750.00 62,500.00 62,500.00 625.00 52,500.00 52,500.00 262.50

81,906.25 52,500.00

52,500.00 52,500.00 52,500.00

29,406.25 42,500.00 42,500.00 212.50 57,500.00 57,500.00 28,750.00 62,500.00 62,500.00 312.50 52,500.00 52,500.00 131.25

161,906.25 132,500.00

132,500.00 132,500.00 132,500.00

29,406.25 42,500.00 42,500.00 212.50 57,500.00 57,500.00 28,750.00 62,500.00 62,500.00 312.50 52,500.00 52,500.00 131.25

17,593.75 7,000.00

7,000.00 7,000.00 7,000.00

10,593.75 42,500.00 42,500.00 637.50 57,500.00 57,500.00 8,625.00 62,500.00 62,500.00 937.50 52,500.00 52,500.00 393.75

9,437.50 2,375.00

2,375.00 2,375.00 2,375.00

7,062.50 42,500.00 42,500.00 425.00 57,500.00 57,500.00 5,750.00 62,500.00 62,500.00 625.00 52,500.00 52,500.00 262.50

29,625.00 15,500.00

15,500.00 15,500.00 15,500.00

14,125.00 42,500.00 42,500.00 850.00 57,500.00 57,500.00 11,500.00 62,500.00 62,500.00 1,250.00 52,500.00 52,500.00 525.00

20,239.38 10,000.00

10,000.00 10,000.00 10,000.00

10,239.38 42,500.00 42,500.00 637.50 57,500.00 57,500.00 8,625.00 62,500.00 62,500.00 937.50 52,500.00 52,500.00 39.38

334,131.25 300,000.00

300,000.00 300,000.00 300,000.00

34,131.25 42,500.00 42,500.00 2,125.00 57,500.00 57,500.00 28,750.00 62,500.00 62,500.00 3,125.00 52,500.00 52,500.00 131.25

22,402.50 8,750.00

8,750.00 8,750.00 8,750.00 13,652.50

42,500.00 42,500.00 850.00 57,500.00 57,500.00 11,500.00

62,500.00 62,500.00 1,250.00 52,500.00 52,500.00 52.50

306,826.25 300,000.00

300,000.00 300,000.00 300,000.00

6,826.25 42,500.00 42,500.00 425.00 57,500.00 57,500.00 5,750.00 62,500.00 62,500.00 625.00 52,500.00 52,500.00 26.25

233,457.50 192,500.00

192,500.00 192,500.00 192,500.00

40,957.50 42,500.00 42,500.00 2,550.00 57,500.00 57,500.00 34,500.00 62,500.00 62,500.00 3,750.00 52,500.00 52,500.00 157.50

25,821.88 8,750.00

8,750.00 8,750.00 8,750.00

17,071.88 42,500.00 42,500.00 1,062.50 57,500.00 57,500.00 14,375.00 62,500.00 62,500.00 1,562.50 57,500.00 57,500.00 71.88

75,139.38 64,900.00

59,000.00 59,000.00 64,900.00

10,239.38 42,500.00 42,500.00 637.50 57,500.00 57,500.00 8,625.00 62,500.00 62,500.00 937.50 52,500.00 52,500.00 39.38

88,618.13 78,375.00

71,250.00 71,250.00 78,375.00

10,243.13

42,500.00 42,500.00 637.50 57,500.00 57,500.00 8,625.00 62,500.00 62,500.00 937.50 57,500.00 57,500.00 43.13

249,489.38 239,250.00

217,500.00 217,500.00 239,250.00

10,239.38 42,500.00 42,500.00 637.50 57,500.00 57,500.00 8,625.00 62,500.00 62,500.00 937.50 52,500.00 52,500.00 39.38

105,389.38 95,150.00

86,500.00 86,500.00 95,150.00

10,239.38 42,500.00 42,500.00 637.50 57,500.00 57,500.00 8,625.00 62,500.00 62,500.00 937.50 52,500.00 52,500.00 39.38

133,989.38 123,750.00

112,500.00 112,500.00 123,750.00

10,239.38 42,500.00 42,500.00 637.50 57,500.00 57,500.00 8,625.00 62,500.00 62,500.00 937.50 52,500.00 52,500.00 39.38

7,062.50 -

0.00 0.00 -

7,062.50 42,500.00 42,500.00 425.00 57,500.00 57,500.00 5,750.00 62,500.00 62,500.00 625.00 52,500.00 52,500.00 262.50

Memasang Handle Jendela alumunium 7,062.50 -

0.00 0.00 -

7,062.50 42,500.00 42,500.00 425.00 57,500.00 57,500.00 5,750.00 62,500.00 62,500.00 625.00 52,500.00 52,500.00 262.50

7,062.50 -

0.00 0.00 -

7,062.50 42,500.00 42,500.00 425.00 57,500.00 57,500.00 5,750.00 62,500.00 62,500.00 625.00 52,500.00 52,500.00 262.50

10,593.75 -

0.00 0.00 -

10,593.75 42,500.00 42,500.00 637.50 57,500.00 57,500.00 8,625.00 62,500.00 62,500.00 937.50 52,500.00 52,500.00 393.75

19,343.75 8,750.00

8,750.00 8,750.00 8,750.00

10,593.75 42,500.00 42,500.00 637.50 57,500.00 57,500.00 8,625.00 62,500.00 62,500.00 937.50 52,500.00 52,500.00 393.75

92,739.38 82,500.00

75,000.00 75,000.00 82,500.00

10,239.38

42,500.00 42,500.00 637.50 57,500.00 57,500.00 8,625.00 62,500.00 62,500.00 937.50 52,500.00 52,500.00 39.38

JUMLAH MAKSIMUM

Rp

162,562.50 132,500.00 132,500.00

30,062.50 425.00 28,750.00 625.00 262.50

81,906.25 52,500.00 52,500.00

29,406.25 212.50 28,750.00 312.50 131.25

161,906.25 132,500.00 132,500.00

29,406.25 212.50 28,750.00 312.50 131.25

17,593.75 7,000.00 7,000.00

10,593.75 637.50 8,625.00 937.50 393.75

9,437.50 2,375.00 2,375.00

7,062.50 425.00 5,750.00 625.00 262.50

29,625.00 15,500.00 15,500.00

14,125.00 850.00 11,500.00 1,250.00 525.00

20,239.38 10,000.00 10,000.00

10,239.38 637.50 8,625.00 937.50 39.38

334,131.25 300,000.00 300,000.00

34,131.25 2,125.00 28,750.00 3,125.00 131.25

22,402.50 8,750.00 8,750.00 13,652.50 850.00 11,500.00

1,250.00 52.50

306,826.25 300,000.00 300,000.00

6,826.25 425.00 5,750.00 625.00 26.25

233,457.50 192,500.00 192,500.00

40,957.50 2,550.00 34,500.00 3,750.00 157.50

25,821.88 8,750.00 8,750.00

17,071.88 1,062.50 14,375.00 1,562.50 71.88

75,139.38 64,900.00 64,900.00

10,239.38 637.50 8,625.00 937.50 39.38

88,618.13 78,375.00 78,375.00

10,243.13

637.50 8,625.00 937.50 43.13

249,489.38 239,250.00 239,250.00

10,239.38 637.50 8,625.00 937.50 39.38

105,389.38 95,150.00 95,150.00

10,239.38 637.50 8,625.00 937.50 39.38

133,989.38 123,750.00 123,750.00

10,239.38 637.50 8,625.00 937.50 39.38

7,062.50 - -

7,062.50 425.00 5,750.00 625.00 262.50

7,062.50 - -

7,062.50 425.00 5,750.00 625.00 262.50

7,062.50 - -

7,062.50 425.00 5,750.00 625.00 262.50

10,593.75 - -

10,593.75 637.50 8,625.00 937.50 393.75

19,343.75 8,750.00 8,750.00

10,593.75 637.50 8,625.00 937.50 393.75

92,739.38 82,500.00 82,500.00

10,239.38

637.50 8,625.00 937.50 39.38

No. SNI KODE KOEF SAT. URAIAN PAKERJAAN

XIII 7393 - 2008 PEKERJAAN PENUTUP LANTAI dan DINDING

6.3 1 m2 Memasang lantai Ubin PC Abu-abu Uk. 20 x 20 cm6.3.1 Bahan

26.5 Buah Ubin Abu-abu 20x20 cm 10.4 Kg Portland Semen 0.0450 m3 Pasir Pasang

6.3.2 Tenaga 0.27 OH Pekerja 0.13 OH Tukang Batu 0.013 OH Kepala Tukang 0.014 OH Mandor

6.9 1 m2 Memasang lantai Ubin Granito Uk. 40 x 40 cm6.9.1 Bahan

6.63 Buah Ubin Granito 40x40 cm 9.8 Kg Portland Semen 0.045 m3 Pasir Pasang 1.300 Kg Semen Warna

6.9.2 Tenaga 0.25 OH Pekerja 0.12 OH Tukang Batu 0.012 OH Kepala Tukang 0.013 OH Mandor

6.19 1 m' Pasang Plint Ubin PC Warna Uk. 10 x 20 cm6.19.1 Bahan

5.3 Buah Plint Ubin PC Warna 10 x 20 cm 1.14 Kg Portland Semen 0.003 m3 Pasir Pasang 0.1 Kg Semen Warna

6.19.2 Tenaga 0.09 OH Pekerja 0.09 OH Tukang Batu 0.009 OH Kepala Tukang 0.005 OH Mandor

6.34 1 m2 Memasang Lantai Keramik 33 x 33 cm6.34.1 Bahan

10 Buah Ubin Keramik 33 x 33 cm 8.19 Kg Portland Semen 0.045 m3 Pasir Pasang

1.62 Kg Semen Warna

6.34.2 Tenaga 0.70 OH Pekerja 0.35 OH Tukang Batu 0.035 OH Kepala Tukang 0.035 OH Mandor

6.35 1 m2 Memasang Lantai Keramik 30 x 30 cm6.35.1 Bahan

11.87 Buah Ubin Keramik 30 x 30 cm 10.00 Kg Portland Semen 0.045 m3 Pasir Pasang 1.50 Kg Semen Warna

6.35.2 Tenaga 0.70 OH Pekerja 0.35 OH Tukang Batu 0.035 OH Kepala Tukang 0.035 OH Mandor

6.36 1 m2 Pasang Lantai Keramik 20 x 20 cm6.36.1 Bahan

26.5 Buah Keramik 20 x 20 cm 10.40 Kg Portland Semen 0.045 m3 Pasir Pasang 1.62 Kg Semen Warna

6.36.2 Tenaga 0.70 OH Pekerja 0.35 OH Tukang Batu 0.035 OH Kepala Tukang 0.035 OH Mandor

6.39 1 m' Memasang Plint Keramik Ukuran 10x20 cm6.39.1 Bahan

5.3 Buah Ubin Keramik 1.14 Kg Portland Semen

0.003 m3 Pasir Pasang0.025 Kg Semen Warna

6.39.2 Tenaga0.09 OH Pekerja0.09 OH Tukang Batu

0.009 OH Kepala Tukang0.005 OH Mandor

6.40 1 m' Memasang Plint Keramik Ukuran 10x10 cm6.40.1 Bahan

10.6 Buah Ubin Keramik 1.14 Kg Portland Semen

0.003 m3 Pasir Pasang0.05 Kg Semen Warna

Tenaga0.09 OH Pekerja0.09 OH Tukang Batu

0.009 OH Kepala Tukang0.005 OH Mandor

6.43 1 m2 Memasang Lantai Marmer Ukuran 1.00x1.00 cm6.43.1 Bahan

1.06 buah Marmer 8.19 kg Portland Semen

0.045 m3 Pasir Pasang0.65 kg Semen Warna

Tenaga 0.70 OH Pekerja 0.35 OH Tukang Batu 0.035 OH Kepala Tukang 0.035 OH Mandor

6.44 1 m2 Memasang Lantai Karpet6.44.1 Bahan

1.05 m2 Karpet0.35 kg Lem

6.44.2 Tenaga0.17 OH Pekerja0.17 OH Tukang Batu

0.017 OH Kepala Tukang0.009 OH Mandor

6.46 1 m2 Memasang Lantai Parquet Jati6.46.1 Bahan

1.05 m2 Parquet Jati 0.6 Kg Lem Vynil

6.46.2 Tenaga 0.70 OH Pekerja 0.35 OH Tukang Batu 0.035 OH Kepala Tukang 0.035 OH Mandor

6.53 1 m2 Memasang Dinding Keramik 10x20 cm,6.53.1 Bahan

53 Buah Keramik 9.3 Kg Portland Semen 0.018 m3 Pasir Pasang 2.75 Kg Semen Warna

6.53.2 Tenaga 0.9 OH Pekerja 0.45 OH Tukang Batu 0.045 OH Kepala Tukang 0.045 OH Mandor

6.54 1 m2 Memasang Dinding Keramik 20x20 cm,6.54.1 Bahan

26.5 Buah Keramik 9.3 Kg Portland Semen 0.018 m3 Pasir Pasang 1.94 Kg Semen Warna

6.54.2 Tenaga 0.9 OH Pekerja 0.45 OH Tukang Batu 0.045 OH Kepala Tukang 0.045 OH Mandor

6.55 1 m2 Memasang Dinding Marmer Ukuran 1.00x1.00 cm6.55.1 Bahan

1.06 buah Marmer 3.003 buah Paku 12 cm12.44 kg Portlan Semen0.025 m3 Pasir Pasang

0.65 kg Semen Warna

6.55.2 Tenaga1.3 OH Pekerja

0.65 OH Tukang Batu0.065 OH Kepala Tukang0.065 OH Mandor

6.57 1 m2 Memasang Dinding Batu Paros / Batu Tempel Hitam6.57.1 Bahan

1.10 m2 Batu Paros 11.75 Kg Portland Semen 0.035 m3 Pasir Pasang

6.57.2 Tenaga 0.70 OH Pekerja 0.35 OH Tukang Batu 0.035 OH Kepala Tukang 0.035 OH Mandor

6.60 1 m2 Memasang Wall Paper Lebar 50 cm6.60.1 Bahan

2.2 m' Wall Paper0.25 kg Lem

6.60.2 Tenaga0.35 OH Pekerja

0.175 OH Tukang Batu0.017 OH Kepala Tukang0.002 OH Mandor

6.63 1 m' Memasang Plint Kayu Klas II Ukuran 2x10 cm6.63.1 Bahan

0.003 m3 Papan Kayu Klas II 0.05 kg Paku Sekrup 5 cm

6.61.2 Tenaga0.12 OH Pekerja0.12 OH Tukang Batu

0.012 OH Kepala Tukang0.006 OH Mandor

Revisi ok

1 m2 Memasang Paving holland 20 x 10 x 8Bahan

1.05 m3 Paving holland abu-abu 0.10 m3 Pasir Pasang

Tenaga 0.27 OH Pekerja 0.14 OH Tukang Batu 0.014 OH Kepala Tukang 0.014 OH Mandor

1 m2 Memasang Paving Type SquareBahan

1.05 m3 Paving type square 0.10 m3 Pasir Pasang

Tenaga 0.27 OH Pekerja 0.14 OH Tukang Batu 0.014 OH Kepala Tukang 0.014 OH Mandor

1 m2 Memasang Paving Type Grass BlockBahan

1.05 m3 Paving Block Type Grass Block0.1 m3 Pasir Pasang

Tenaga0.27 OH Pekerja

0.135 OH Tukang Batu0.014 OH Kepala Tukang0.014 OH Mandor

1 m2 Bongkar Lantai Keramik 30 x 30 cm

Tenaga 0.70 OH Pekerja 0.35 OH Tukang Batu 0.035 OH Kepala Tukang 0.035 OH Mandor

1 m' Memasang Stepnosing tanggaBahan

1.05 m' stepnosing bahan PVC0.05 kg Lem

Tenaga0.09 OH Pekerja0.09 OH Tukang Batu

0.009 OH Kepala Tukang0.005 OH Mandor

1 m2 Memasang lantai Ubin Granito Uk. 60 x 60 cmBahan

3.10 Buah Ubin Granit 60x60 cm ex.granito 9.6 Kg Portland Semen 0.045 m3 Pasir Pasang 1.500 Kg Semen Warna

Tenaga 0.24 OH Pekerja 0.12 OH Tukang Batu 0.012 OH Kepala Tukang 0.012 OH Mandor

1 m2 Memasang lantai Ubin Granito Unpolished Uk. 60 x 60 cm (Assesories)Bahan

3.10 Buah Ubin Granit 60x60 cm unpolished ex.gr 9.6 Kg Portland Semen 0.045 m3 Pasir Pasang 1.500 Kg Semen Warna

Tenaga 0.24 OH Pekerja 0.12 OH Tukang Batu 0.012 OH Kepala Tukang 0.012 OH Mandor

1 m' Memasang lantai Ubin Granito Uk. 10 x 60 cm polished (assesories gold)Bahan

1.7 Buah Ubin Granit 10x60 cm polished ex.grani 1.14 Kg Portland Semen 0.003 m3 Pasir Pasang 0.1 Kg Semen Warna

Tenaga 0.09 OH Pekerja 0.09 OH Tukang Batu 0.009 OH Kepala Tukang 0.005 OH Mandor

1 m2 Memasang lantai Ubin Granito Uk. 30 x 30 cmBahan

11.87 Buah Ubin Granit 30x30 cm ex.granito 10.0 Kg Portland Semen 0.045 m3 Pasir Pasang 1.500 Kg Semen Warna

Tenaga 0.26 OH Pekerja 0.13 OH Tukang Batu 0.013 OH Kepala Tukang 0.013 OH Mandor

1 m2 Memasang lantai keramik Uk. 60 x 60 cmBahan

3.10 Buah keramik 60x60 cm 9.6 Kg Portland Semen 0.045 m3 Pasir Pasang 1.500 Kg Semen Warna

Tenaga 0.24 OH Pekerja 0.12 OH Tukang Batu 0.012 OH Kepala Tukang 0.012 OH Mandor

1 m' Memasang Stepnosing tanggaBahan

1.05 m' stepnosing bahan Keramik0.05 kg Portland Semen

Tenaga0.09 OH Pekerja0.09 OH Tukang Batu

0.009 OH Kepala Tukang0.005 OH Mandor

1 m2 Bongkar Dinding Keramik 20x20 cm

Tenaga 0.90 OH Pekerja 0.45 OH Tukang Batu 0.045 OH Kepala Tukang 0.045 OH Mandor

1 m' Memasang Plint Keramik Ukuran 60x20 cmBahan

5.25 Buah Ubin Keramik 1.14 Kg Portland Semen

0.003 m3 Pasir Pasang0.05 Kg Semen Warna

Tenaga0.09 OH Pekerja0.09 OH Tukang Batu

0.009 OH Kepala Tukang0.005 OH Mandor

HARGA BAHAN/UPAH JUMLAH MINIMUM MAKSIMUM MINIMUM

Rp Rp Rp

PEKERJAAN PENUTUP LANTAI dan DINDING

Memasang lantai Ubin PC Abu-abu Uk. 20 x 20 cm 77,267.50 56,770.00

1,420.00 1,420.00 37,630.00 1,256.25 1,256.25 13,065.00

135,000.00 135,000.00 6,075.00

20,497.50 42,500.00 42,500.00 11,475.00 57,500.00 57,500.00 7,475.00 62,500.00 62,500.00 812.50 52,500.00 52,500.00 735.00

Memasang lantai Ubin Granito Uk. 40 x 40 cm 438,575.75 419,618.25

58,400.00 58,400.00 387,192.00 1,256.25 1,256.25 12,311.25

135,000.00 135,000.00 6,075.00 10,800.00 10,800.00 14,040.00

18,957.50 42,500.00 42,500.00 10,625.00 57,500.00 57,500.00 6,900.00 62,500.00 62,500.00 750.00 52,500.00 52,500.00 682.50

Pasang Plint Ubin PC Warna Uk. 10 x 20 cm 40,567.13 30,742.13

5,250.00 5,250.00 27,825.00 1,256.25 1,256.25 1,432.12

135,000.00 135,000.00 405.00 10,800.00 10,800.00 1,080.00

9,825.00 42,500.00 42,500.00 3,825.00 57,500.00 57,500.00 5,175.00 62,500.00 62,500.00 562.50 52,500.00 52,500.00 262.50

Memasang Lantai Keramik 33 x 33 cm 144,981.91 91,081.91

5,722.22 5,722.22 57,222.22 1,256.25 1,256.25 10,288.69

135,000.00 135,000.00 6,075.00

10,800.00 10,800.00 17,496.00

53,900.00 42,500.00 42,500.00 29,750.00 57,500.00 57,500.00 20,125.00 62,500.00 62,500.00 2,187.50 52,500.00 52,500.00 1,837.50

Memasang Lantai Keramik 30 x 30 cm 144,310.68 90,410.68

4,681.82 4,681.82 55,573.18 1,256.25 1,256.25 12,562.50

135,000.00 135,000.00 6,075.00 10,800.00 10,800.00 16,200.00

53,900.00 42,500.00 42,500.00 29,750.00 57,500.00 57,500.00 20,125.00 62,500.00 62,500.00 2,187.50 52,500.00 52,500.00 1,837.50

141,416.00 87,516.00

1,920.00 1,920.00 50,880.00 1,256.25 1,256.25 13,065.00

135,000.00 135,000.00 6,075.00 10,800.00 10,800.00 17,496.00

53,900.00 42,500.00 42,500.00 29,750.00 57,500.00 57,500.00 20,125.00 62,500.00 62,500.00 2,187.50 52,500.00 52,500.00 1,837.50

Memasang Plint Keramik Ukuran 10x20 cm 19,414.48 9,589.48

1,411.76 1,411.76 7,482.35 1,256.25 1,256.25 1,432.12

135,000.00 135,000.00 405.00 10,800.00 10,800.00 270.00

9,825.00 42,500.00 42,500.00 3,825.00 57,500.00 57,500.00 5,175.00 62,500.00 62,500.00 562.50 52,500.00 52,500.00 262.50

Memasang Plint Keramik Ukuran 10x10 cm 27,166.83 17,341.83

1,411.76 1,411.76 14,964.71 1,256.25 1,256.25 1,432.12

135,000.00 135,000.00 405.00 10,800.00 10,800.00 540.00

9,825.00 42,500.00 42,500.00 3,825.00 57,500.00 57,500.00 5,175.00 62,500.00 62,500.00 562.50 52,500.00 52,500.00 262.50

Memasang Lantai Marmer Ukuran 1.00x1.00 cm 570,183.69 516,283.69

465,000.00 465,000.00 492,900.00 1,256.25 1,256.25 10,288.69

135,000.00 135,000.00 6,075.00 10,800.00 10,800.00 7,020.00

53,900.00 42,500.00 42,500.00 29,750.00 57,500.00 57,500.00 20,125.00 62,500.00 62,500.00 2,187.50 52,500.00 52,500.00 1,837.50

111,635.00 93,100.00

77,500.00 77,500.00 81,375.00 33,500.00 33,500.00 11,725.00

18,535.00 42,500.00 42,500.00 7,225.00 57,500.00 57,500.00 9,775.00 62,500.00 62,500.00 1,062.50 52,500.00 52,500.00 472.50

276,125.00 222,225.00

192,500.00 192,500.00 202,125.00 33,500.00 33,500.00 20,100.00

53,900.00 42,500.00 42,500.00 29,750.00 57,500.00 57,500.00 20,125.00 62,500.00 62,500.00 2,187.50 52,500.00 52,500.00 1,837.50

Memasang Dinding Keramik 10x20 cm, 163,463.13 94,163.13

950.00 950.00 50,350.00 1,256.25 1,256.25 11,683.13

135,000.00 135,000.00 2,430.00 10,800.00 10,800.00 29,700.00

69,300.00 42,500.00 42,500.00 38,250.00 57,500.00 57,500.00 25,875.00 62,500.00 62,500.00 2,812.50 52,500.00 52,500.00 2,362.50

Memasang Dinding Keramik 20x20 cm, 155,245.13 85,945.13

1,920.00 1,920.00 50,880.00 1,256.25 1,256.25 11,683.13

135,000.00 135,000.00 2,430.00 10,800.00 10,800.00 20,952.00

69,300.00 42,500.00 42,500.00 38,250.00 57,500.00 57,500.00 25,875.00 62,500.00 62,500.00 2,812.50 52,500.00 52,500.00 2,362.50

Memasang Dinding Marmer Ukuran 1.00x1.00 cm 619,127.86 519,027.86

465,000.00 465,000.00 492,900.00 35.00 35.00 105.11

1,256.25 1,256.25 15,627.75 135,000.00 135,000.00 3,375.00

10,800.00 10,800.00 7,020.00

100,100.00 42,500.00 42,500.00 55,250.00 57,500.00 57,500.00 37,375.00 62,500.00 62,500.00 4,062.50 52,500.00 52,500.00 3,412.50

Memasang Dinding Batu Paros / Batu Tempel Hitam 163,035.94 109,135.94

81,500.00 81,500.00 89,650.00 1,256.25 1,256.25 14,760.94

135,000.00 135,000.00 4,725.00

53,900.00 42,500.00 42,500.00 29,750.00 57,500.00 57,500.00 20,125.00 62,500.00 62,500.00 2,187.50 52,500.00 52,500.00 1,837.50

127,980.00 101,875.00

42,500.00 42,500.00 93,500.00 33,500.00 33,500.00 8,375.00

26,105.00 42,500.00 42,500.00 14,875.00 57,500.00 57,500.00 10,062.50 62,500.00 62,500.00 1,062.50 52,500.00 52,500.00 105.00

Memasang Plint Kayu Klas II Ukuran 2x10 cm 35,270.25 22,205.25

7,400,000.00 7,400,000.00 22,200.00 105.00 105.00 5.25

13,065.00 42,500.00 42,500.00 5,100.00 57,500.00 57,500.00 6,900.00 62,500.00 62,500.00 750.00 52,500.00 52,500.00 315.00

Memasang Paving holland 20 x 10 x 8 82,122.50 61,275.00

45,500.00 45,500.00 47,775.00 135,000.00 135,000.00 13,500.00

20,847.50 42,500.00 42,500.00 11,475.00 57,500.00 57,500.00 7,762.50 62,500.00 62,500.00 875.00 52,500.00 52,500.00 735.00

82,122.50 61,275.00

45,500.00 45,500.00 47,775.00 135,000.00 135,000.00 13,500.00

20,847.50 42,500.00 42,500.00 11,475.00 57,500.00 57,500.00 7,762.50 62,500.00 62,500.00 875.00 52,500.00 52,500.00 735.00

42747.521900

8000 8000 8400135000 135000 13500

20847.542500 42500 11475

57500 57500 7762.562500 62500 87552500 52500 735

53,900.00

53,900.00 42,500.00 42,500.00 29,750.00 57,500.00 57,500.00 20,125.00 62,500.00 62,500.00 2,187.50 52,500.00 52,500.00 1,837.50

11,500.00 1,675.00

- - - 33,500.00 33,500.00 1,675.00

9,825.00 42,500.00 42,500.00 3,825.00 57,500.00 57,500.00 5,175.00 62,500.00 62,500.00 562.50 52,500.00 52,500.00 262.50

Memasang lantai Ubin Granito Uk. 60 x 60 cm 52,815.00 34,335.00

0.00 0.00 - 1,256.25 1,256.25 12,060.00

135,000.00 135,000.00 6,075.00 10,800.00 10,800.00 16,200.00

18,480.00 42,500.00 42,500.00 10,200.00 57,500.00 57,500.00 6,900.00 62,500.00 62,500.00 750.00 52,500.00 52,500.00 630.00

Memasang lantai Ubin Granito Unpolished Uk. 60 x 60 cm (Assesories) 52,815.00 34,335.00

0.00 0.00 - 1,256.25 1,256.25 12,060.00

135,000.00 135,000.00 6,075.00 10,800.00 10,800.00 16,200.00

18,480.00 42,500.00 42,500.00 10,200.00 57,500.00 57,500.00 6,900.00 62,500.00 62,500.00 750.00 52,500.00 52,500.00 630.00

Memasang lantai Ubin Granito Uk. 10 x 60 cm polished (assesories gold) 12,742.13 2,917.13

0.00 0.00 - 1,256.25 1,256.25 1,432.12

135,000.00 135,000.00 405.00 10,800.00 10,800.00 1,080.00

9,825.00 42,500.00 42,500.00 3,825.00 57,500.00 57,500.00 5,175.00 62,500.00 62,500.00 562.50 52,500.00 52,500.00 262.50

Memasang lantai Ubin Granito Uk. 30 x 30 cm 54,857.50 34,837.50

0.00 0.00 - 1,256.25 1,256.25 12,562.50

135,000.00 135,000.00 6,075.00 10,800.00 10,800.00 16,200.00

20,020.00 42,500.00 42,500.00 11,050.00 57,500.00 57,500.00 7,475.00 62,500.00 62,500.00 812.50 52,500.00 52,500.00 682.50

Memasang lantai keramik Uk. 60 x 60 cm 52,815.00 34,335.00

0.00 0.00 - 1,256.25 1,256.25 12,060.00

135,000.00 135,000.00 6,075.00 10,800.00 10,800.00 16,200.00

18,480.00 42,500.00 42,500.00 10,200.00 57,500.00 57,500.00 6,900.00 62,500.00 62,500.00 750.00 52,500.00 52,500.00 630.00

36,137.81 26,312.81

25,000.00 25,000.00 26,250.00 1,256.25 1,256.25 62.81

9,825.00 42,500.00 42,500.00 3,825.00 57,500.00 57,500.00 5,175.00 62,500.00 62,500.00 562.50 52,500.00 52,500.00 262.50

Bongkar Dinding Keramik 20x20 cm 69,300.00

69,300.00 42,500.00 42,500.00 38,250.00 57,500.00 57,500.00 25,875.00 62,500.00 62,500.00 2,812.50 52,500.00 52,500.00 2,362.50

Memasang Plint Keramik Ukuran 60x20 cm 56,827.13 47,002.13

8,500.00 8,500.00 44,625.00 1,256.25 1,256.25 1,432.12

135,000.00 135,000.00 405.00 10,800.00 10,800.00 540.00

9,825.00 42,500.00 42,500.00 3,825.00 57,500.00 57,500.00 5,175.00 62,500.00 62,500.00 562.50 52,500.00 52,500.00 262.50

JUMLAH MAKSIMUM

Rp

77,267.50 56,770.00 37,630.00 13,065.00 6,075.00

20,497.50 11,475.00 7,475.00 812.50 735.00

438,575.75 419,618.25 387,192.00 12,311.25 6,075.00 14,040.00

18,957.50 10,625.00 6,900.00 750.00 682.50

40,567.13 30,742.13 27,825.00 1,432.12 405.00 1,080.00

9,825.00 3,825.00 5,175.00 562.50 262.50

144,981.91 91,081.91 57,222.22 10,288.69 6,075.00

17,496.00

53,900.00 29,750.00 20,125.00 2,187.50 1,837.50

144,310.68 90,410.68 55,573.18 12,562.50 6,075.00 16,200.00

53,900.00 29,750.00 20,125.00 2,187.50 1,837.50

141,416.00 87,516.00 50,880.00 13,065.00 6,075.00 17,496.00

53,900.00 29,750.00 20,125.00 2,187.50 1,837.50

19,414.48 9,589.48 7,482.35 1,432.12 405.00 270.00

9,825.00 3,825.00 5,175.00 562.50 262.50

27,166.83 17,341.83 14,964.71 1,432.12

405.00 540.00

9,825.00 3,825.00 5,175.00 562.50 262.50

570,183.69 516,283.69 492,900.00 10,288.69 6,075.00 7,020.00

53,900.00 29,750.00 20,125.00 2,187.50 1,837.50

111,635.00 93,100.00 81,375.00 11,725.00

18,535.00 7,225.00 9,775.00 1,062.50 472.50

276,125.00 222,225.00 202,125.00 20,100.00

53,900.00 29,750.00 20,125.00 2,187.50 1,837.50

163,463.13 94,163.13 50,350.00 11,683.13 2,430.00 29,700.00

69,300.00 38,250.00 25,875.00 2,812.50 2,362.50

155,245.13 85,945.13 50,880.00 11,683.13 2,430.00 20,952.00

69,300.00 38,250.00 25,875.00 2,812.50 2,362.50

619,127.86 519,027.86 492,900.00 105.11 15,627.75 3,375.00 7,020.00

100,100.00 55,250.00 37,375.00 4,062.50 3,412.50

163,035.94 109,135.94 89,650.00 14,760.94 4,725.00

53,900.00 29,750.00 20,125.00 2,187.50 1,837.50

127,980.00 101,875.00 93,500.00 8,375.00

26,105.00 14,875.00 10,062.50 1,062.50 105.00

35,270.25 22,205.25 22,200.00 5.25

13,065.00 5,100.00 6,900.00 750.00 315.00

82,122.50 61,275.00 47,775.00 13,500.00

20,847.50 11,475.00 7,762.50 875.00 735.00

82,122.50 61,275.00 47,775.00 13,500.00

20,847.50 11,475.00 7,762.50 875.00 735.00

42747.521900

840013500

20847.511475

7762.5875735

53,900.00

53,900.00 29,750.00 20,125.00 2,187.50 1,837.50

11,500.00 1,675.00 - 1,675.00

9,825.00 3,825.00 5,175.00 562.50 262.50

52,815.00 34,335.00 - 12,060.00 6,075.00 16,200.00

18,480.00 10,200.00 6,900.00 750.00 630.00

52,815.00 34,335.00 - 12,060.00 6,075.00 16,200.00

18,480.00 10,200.00 6,900.00 750.00 630.00

12,742.13 2,917.13 - 1,432.12 405.00 1,080.00

9,825.00 3,825.00 5,175.00 562.50 262.50

54,857.50 34,837.50 - 12,562.50 6,075.00 16,200.00

20,020.00 11,050.00 7,475.00 812.50 682.50

52,815.00 34,335.00 - 12,060.00 6,075.00 16,200.00

18,480.00 10,200.00 6,900.00 750.00 630.00

36,137.81 26,312.81 26,250.00 62.81

9,825.00 3,825.00 5,175.00 562.50 262.50

69,300.00

69,300.00 38,250.00 25,875.00 2,812.50 2,362.50

56,827.13 47,002.13 44,625.00 1,432.12 405.00 540.00

9,825.00 3,825.00 5,175.00 562.50 262.50

No. SNI KODE KOEF SAT. URAIAN PAKERJAAN

XIV 03- -2002 PEKERJAAN PENGECATAN

6.1 1 m2 Mengikis / Mengerok Permukaan Cat Tembok Lama6.1.1 Bahan

0.05 Kg Soda Api

6.1.2 Tenaga 0.15 OH Pekerja 0.0025 OH Mandor

6.2 1 m2 Mencuci Bidang Permukaan Tembok yang Pernah dicat6.2.1 Bahan

0.05 Kg Sabun

6.2.2 Tenaga 0.15 OH Pekerja 0.0025 OH Mandor

6.3 1 m2 Mengerok Karat Cat Lama permukaan Baja dg cara manual6.3.1 Bahan

0.05 Kg Sabun

6.3.2 Tenaga 0.15 OH Pekerja 0.0025 OH Mandor

6.4 1 m2 Penyabun Permukaan Tembok Lama6.4.1 Bahan

0.05 Kg Sabun

6.4.2 Tenaga 0.15 OH Pekerja 0.0025 OH Mandor

6.6 1 m2 Mendempul dan Menggosok Kayu6.6.1 Bahan

0.08 Kg Dempul Jadi 0.02 Kg Minyak Cat 0.1 lbr Amplas

6.6.2 Tenaga 0.04 OH Pekerja 0.04 OH Tukang Cat

0.004 OH Kepala Tukang 0.0025 OH Mandor

6.7 1 m2 Pengecatan Bidang Lama6.7.1 Bahan

0.15 Kg Plamir 0.17 Kg Cat Dasar 0.17 Kg Cat Penutup

6.7.2 Tenaga 0.07 OH Pekerja 0.075 OH Tukang Cat 0.0075 OH Kepala Tukang 0.0025 OH Mandor

6.8 1 m2 Pengecatan Bidang Kayu Baru (1 lap.Plamir)1 lap.Cat Dasar & 2 lap.Cat Penutup

6.8.1 Bahan 0.2 Kg Cat Meni 0.15 Kg Plamir 0.17 Kg Cat Dasar 0.26 Kg Cat Penutup 2 kali

6.8.2 Tenaga 0.07 OH Pekerja 0.009 OH Tukang Cat 0.006 OH Kepala Tukang 0.0025 OH Mandor

6.9 1 m2 Pengecatan Bidang Kayu Baru (1 lap.Plamir)1 lap.Cat Dasar & 3 lap.Cat Penutup

6.9.1 Bahan 0.2 Kg Cat Meni 0.15 Kg Plamir 0.17 Kg Cat Dasar 0.35 Kg Cat Penutup 3 kali

6.9.2 Tenaga 0.07 OH Pekerja 0.105 OH Tukang Cat 0.004 OH Kepala Tukang 0.0025 OH Mandor

6.10 1 m2 Pelaburan Bidang Kayu dg Teak Oil6.10.1 Bahan

0.36 Ltr Teak Oil

6.10.2 Tenaga 0.04 OH Pekerja 0.063 OH Tukang Cat 0.063 OH Kepala Tukang 0.0025 OH Mandor

6.11 1 m2 Pelaburan Bidang Kayu dg Politur6.11.1 Bahan

0.15 Ltr Politur0.372 Ltr Politur Jadi

2 Lbr Ampelas6.11.2 Tenaga

0.06 OH Tukang Cat 0.016 OH Kepala Tukang 0.0025 OH Mandor

6.12 1 m2 Pelaburan Bidang Kayu dg Cat Residu & Ter6.12.1 Bahan

0.35 Ltr Residu atau Ter

6.12.2 Tenaga 0.1 OH Pekerja 0.006 OH Mandor

6.13 1 m2 Pelaburan Bidang Kayu dg Vernis6.13.1 Bahan

0.15 Ltr Vernis0.05 Ltr Dempul

0.1 Lbr Ampelas0.01 Buah Kuas

6.13.2 Tenaga 0.16 OH Pekerja 0.16 OH Tukang Cat 0.016 OH Kepala Tukang 0.0025 OH Mandor

6.14 1 m2 Pengecat Tembok Baru (1lap.Plamir, 1lap Cat Dasar2 lap. Cat Penutup)

6.14.1 Bahan0.1 Kg Plamir0.1 Kg Cat Dasar

0.26 Kg Cat Penutup 2 kali6.14.2 Tenaga

0.02 OH Pekerja 0.063 OH Tukang Cat

0.0063 OH Kepala Tukang 0.0025 OH Mandor

6.15 1 m2 Pengecat Tembok Lama (1lap.Plamir, 2lap Cat Penutup)6.15.1 Bahan

0.1 Kg Cat Dasar0.18 Kg Cat Penutup 2 kali

6.15.2 Tenaga 0.028 OH Pekerja 0.042 OH Tukang Cat 0.0042 OH Kepala Tukang 0.0025 OH Mandor

6.20 1 m2 Pengecatan Permukaan Baja dg Meni Besi6.20.1 Bahan

0.1 Kg Meni Besi 0.01 Kg Perekat / Lem

6.20.2 Tenaga 0.02 OH Pekerja 0.2 OH Tukang Cat 0.002 OH Kepala Tukang 0.01 OH Mandor

6.21 1 m2 Pengecatan Permukaan Baja dg Meni Besi & Perancah6.21.1 Bahan

0.1 Kg Meni Besi 0.01 Kg Perekat / Lem 0.002 m3 Perancah Kayu

6.21.2 Tenaga 0.25 OH Pekerja 0.225 OH Tukang Cat 0.0225 OH Kepala Tukang 0.0075 OH Mandor

6.24 1 m2 Pengecatan Permukaan Baja lapis Seng (Galvanis) secaraManual sistem 3 lap. Cat Konvensional dg Tebal 200 μm

6.24.1 Bahan 0.11 Kg Cat dasar 0.17 Kg Cat Antara 0.08 Kg Cat Penutup

6.24.2 Tenaga0.50 OH Pekerja0.80 OH Tukang Cat

0.30 OH Kepala Tukang0.20 OH Mandor

Revisi ok

1 m2 Pengecatan Genteng

Bahan 0.2 Kg Cat genteng

Tenaga 0.07 OH Pekerja 0.105 OH Tukang Cat 0.004 OH Kepala Tukang 0.0025 OH Mandor

1 m2 Pengecatan Tembok Lama (1lap.Plamir, 2lap Cat Penutup) dengan pengerokkanBahan

0.05 Kg Soda Api0.1 Kg Cat dasar

0.18 Kg Cat Penutup 2 kali (Mowilex)

Tenaga 0.178 OH Pekerja 0.042 OH Tukang Cat 0.0042 OH Kepala Tukang 0.0050 OH Mandor

1 m2 Pengecatan Permukaan Besi cat minyakBahan

0.1 Kg Cat besi

Tenaga 0.02 OH Pekerja 0.2 OH Tukang Cat 0.002 OH Kepala Tukang 0.01 OH Mandor

1 m2 Pengecatan dengan melaminBahan

0.1 Kg Cat dasar0.36 Kg Cat melamin

Tenaga 0.178 OH Pekerja

0.042 OH Tukang Cat 0.0042 OH Kepala Tukang 0.0050 OH Mandor

1 m2 Pengecat Tembok Baru (1lap.Plamir, 1lap Cat Dasar2 lap. Cat Penutup) DecolithBahan

0.1 Kg Plamir0.1 Kg Cat Dasar

0.26 Kg Cat Penutup 2 kaliTenaga

0.02 OH Pekerja 0.063 OH Tukang Cat 0.0063 OH Kepala Tukang 0.0025 OH Mandor

1 m2 Pengecat Tembok Lama (1lap.Plamir, 2lap Cat Penutup) CathylacBahan

0.1 Kg Cat Dasar0.18 Kg Cat Penutup 2 kali

Tenaga 0.028 OH Pekerja 0.042 OH Tukang Cat 0.0042 OH Kepala Tukang 0.0025 OH Mandor

1 m2 Pengecat Tembok Lama (1lap.Plamir, 2lap Cat Penutup) DecolithBahan

0.1 Kg Cat Dasar0.18 Kg Cat Penutup 2 kali

Tenaga 0.028 OH Pekerja 0.042 OH Tukang Cat 0.0042 OH Kepala Tukang 0.0025 OH Mandor

1 m2 Pengecat Tembok Baru (1lap.Plamir, 1lap Cat Dasar2 lap. Cat Penutup) Dulux weathershieldBahan

0.1 Kg Plamir0.1 Kg Cat Dasar

0.26 Kg Cat Penutup 2 kaliTenaga

0.02 OH Pekerja 0.063 OH Tukang Cat 0.0063 OH Kepala Tukang 0.0025 OH Mandor

1 m2 Pengecat Tembok Lama (1lap.Plamir, 2lap Cat Penutup) dulux weathershieldBahan

0.1 Kg Cat Dasar0.18 Kg Cat Penutup 2 kali

Tenaga 0.028 OH Pekerja 0.042 OH Tukang Cat 0.0042 OH Kepala Tukang 0.0025 OH Mandor

1 m2 Pengecat Tembok Baru (1lap.Plamir, 1lap Cat Dasar2 lap. Cat Penutup)Mowilex weathershieldBahan

0.1 Kg Plamir0.1 Kg Cat Dasar

0.26 Kg Cat Penutup 2 kaliTenaga

0.02 OH Pekerja 0.063 OH Tukang Cat 0.0063 OH Kepala Tukang 0.0025 OH Mandor

1 m2 Pengecat Tembok Lama (1lap.Plamir, 2lap Cat Penutup) weathershield mowilexBahan

0.1 Kg Cat Dasar0.18 Kg Cat Penutup 2 kali

Tenaga 0.028 OH Pekerja 0.042 OH Tukang Cat 0.0042 OH Kepala Tukang 0.0025 OH Mandor

1 m2 Pengecatan Permukaan Besi Exterior dulux glossBahan

0.1 Kg Cat Besi dan Kayu Weathershield Dulux

Tenaga 0.02 OH Pekerja 0.2 OH Tukang Cat 0.002 OH Kepala Tukang 0.01 OH Mandor

1 m2 Pengecatan Permukaan Besi Interior dulux V gloss (Lama)Bahan

0.1 Kg Cat Besi dan Kayu Dulux Interior V glo

Tenaga 0.02 OH Pekerja 0.2 OH Tukang Cat 0.002 OH Kepala Tukang 0.01 OH Mandor

1 m2 Pengecatan Permukaan Besi Interior dulux V gloss (baru)Bahan

0.1 Kg Cat Dasar 0.3 Kg Cat Besi dan Kayu Dulux Interior V glo

Tenaga 0.02 OH Pekerja 0.2 OH Tukang Cat 0.002 OH Kepala Tukang 0.01 OH Mandor

HARGA BAHAN/UPAH JUMLAH MINIMUM MAKSIMUM MINIMUM

Rp Rp Rp

Mengikis / Mengerok Permukaan Cat Tembok Lama 7,131.25 625.00

12,500.00 12,500.00 625.00

6,506.25 42,500.00 42,500.00 6,375.00 52,500.00 52,500.00 131.25

Mencuci Bidang Permukaan Tembok yang Pernah dicat 7,106.25 600.00

12,000.00 12,000.00 600.00

6,506.25 42,500.00 42,500.00 6,375.00 52,500.00 52,500.00 131.25

Mengerok Karat Cat Lama permukaan Baja dg cara manual 7,106.25 600.00

12,000.00 12,000.00 600.00

6,506.25 42,500.00 42,500.00 6,375.00 52,500.00 52,500.00 131.25

Penyabun Permukaan Tembok Lama 7,106.25 600.00

12,000.00 12,000.00 600.00

6,506.25 42,500.00 42,500.00 6,375.00 52,500.00 52,500.00 131.25

6,083.75 1,702.50

14,500.00 14,500.00 1,160.00 9,125.00 9,125.00 182.50 3,600.00 3,600.00 360.00

4,381.25 42,500.00 42,500.00 1,700.00 57,500.00 57,500.00 2,300.00

62,500.00 62,500.00 250.00 52,500.00 52,500.00 131.25

20,135.00 12,247.50

14,500.00 14,500.00 2,175.00 14,000.00 14,000.00 2,380.00 45,250.00 45,250.00 7,692.50

7,887.50 42,500.00 42,500.00 2,975.00 57,500.00 57,500.00 4,312.50 62,500.00 62,500.00 468.75 52,500.00 52,500.00 131.25

Pengecatan Bidang Kayu Baru (1 lap.Plamir) 23,220.75

19,222.00 14,000.00 14,000.00 2,800.00 14,500.00 14,500.00 2,175.00 14,600.00 14,600.00 2,482.00 45,250.00 45,250.00 11,765.00

3,998.75 42,500.00 42,500.00 2,975.00 57,500.00 57,500.00 517.50 62,500.00 62,500.00 375.00 52,500.00 52,500.00 131.25

Pengecatan Bidang Kayu Baru (1 lap.Plamir) 32,688.25

23,294.50 14,000.00 14,000.00 2,800.00 14,500.00 14,500.00 2,175.00 14,600.00 14,600.00 2,482.00 45,250.00 45,250.00 15,837.50

9,393.75 42,500.00 42,500.00 2,975.00 57,500.00 57,500.00 6,037.50 62,500.00 62,500.00 250.00 52,500.00 52,500.00 131.25

29,911.25 20,520.00

57,000.00 57,000.00 20,520.00

9,391.25 42,500.00 42,500.00 1,700.00 57,500.00 57,500.00 3,622.50 62,500.00 62,500.00 3,937.50 52,500.00 52,500.00 131.25

41,535.25 36,954.00

57,000.00 57,000.00 8,550.00 57,000.00 57,000.00 21,204.00

3,600.00 3,600.00 7,200.00 4,581.25

57,500.00 57,500.00 3,450.00 62,500.00 62,500.00 1,000.00 52,500.00 52,500.00 131.25

Pelaburan Bidang Kayu dg Cat Residu & Ter 5,418.13 853.13

2,437.50 2,437.50 853.13

4,565.00 42,500.00 42,500.00 4,250.00 52,500.00 52,500.00 315.00

26,781.25 9,650.00

57,000.00 57,000.00 8,550.00 14,500.00 14,500.00 725.00

3,600.00 3,600.00 360.00 1,500.00 2,500.00 15.00

17,131.25 42,500.00 42,500.00 6,800.00 57,500.00 57,500.00 9,200.00 62,500.00 62,500.00 1,000.00 52,500.00 52,500.00 131.25

Pengecat Tembok Baru (1lap.Plamir, 1lap Cat Dasar 13,222.50

8,225.00 11,250.00 11,250.00 1,125.00 19,000.00 19,000.00 1,900.00 20,000.00 20,000.00 5,200.00

4,997.50 42,500.00 42,500.00 850.00 57,500.00 57,500.00 3,622.50

62,500.00 62,500.00 393.75 52,500.00 52,500.00 131.25

Pengecat Tembok Lama (1lap.Plamir, 2lap Cat Penutup) 9,498.75 5,500.00

19,000.00 19,000.00 1,900.00 20,000.00 20,000.00 3,600.00

3,998.75 42,500.00 42,500.00 1,190.00 57,500.00 57,500.00 2,415.00 62,500.00 62,500.00 262.50 52,500.00 52,500.00 131.25

Pengecatan Permukaan Baja dg Meni Besi 15,085.00 2,085.00

17,500.00 17,500.00 1,750.00 33,500.00 33,500.00 335.00

13,000.00 42,500.00 42,500.00 850.00 57,500.00 57,500.00 11,500.00 62,500.00 62,500.00 125.00 52,500.00 52,500.00 525.00

Pengecatan Permukaan Baja dg Meni Besi & Perancah 29,597.50 4,235.00

17,500.00 17,500.00 1,750.00 33,500.00 33,500.00 335.00

1,075,000.00 1,075,000.00 2,150.00

25,362.50 42,500.00 42,500.00 10,625.00 57,500.00 57,500.00 12,937.50 62,500.00 62,500.00 1,406.25 52,500.00 52,500.00 393.75

Pengecatan Permukaan Baja lapis Seng (Galvanis) secara 104,560.00 Manual sistem 3 lap. Cat Konvensional dg Tebal 200 μm

8,060.00 14,500.00 14,500.00 1,595.00 14,500.00 14,500.00 2,465.00 50,000.00 50,000.00 4,000.00

96,500.00 42,500.00 42,500.00 21,250.00 57,500.00 57,500.00 46,000.00

62,500.00 62,500.00 18,750.00 52,500.00 52,500.00 10,500.00

15,768.75

6,375.00 31,875.00 31,875.00 6,375.00

9,393.75 42,500.00 42,500.00 2,975.00 57,500.00 57,500.00 6,037.50 62,500.00 62,500.00 250.00 52,500.00 52,500.00 131.25

Pengecatan Tembok Lama (1lap.Plamir, 2lap Cat Penutup) dengan pengerokkan 18,970.00 8,465.00

12,500.00 12,500.00 625.00 19,000.00 19,000.00 1,900.00 33,000.00 33,000.00 5,940.00

10,505.00 42,500.00 42,500.00 7,565.00 57,500.00 57,500.00 2,415.00 62,500.00 62,500.00 262.50 52,500.00 52,500.00 262.50

Pengecatan Permukaan Besi cat minyak 14,450.00 1,450.00

14,500.00 14,500.00 1,450.00

13,000.00 42,500.00 42,500.00 850.00 57,500.00 57,500.00 11,500.00 62,500.00 62,500.00 125.00 52,500.00 52,500.00 525.00

12,405.00 1,900.00

19,000.00 19,000.00 1,900.00 0.00 0.00 -

10,505.00 42,500.00 42,500.00 7,565.00

57,500.00 57,500.00 2,415.00 62,500.00 62,500.00 262.50 52,500.00 52,500.00 262.50

Pengecat Tembok Baru (1lap.Plamir, 1lap Cat Dasar 12,572.50

7,575.00 11,250.00 11,250.00 1,125.00 19,000.00 19,000.00 1,900.00 17,500.00 17,500.00 4,550.00

4,997.50 42,500.00 42,500.00 850.00 57,500.00 57,500.00 3,622.50 62,500.00 62,500.00 393.75 52,500.00 52,500.00 131.25

Pengecat Tembok Lama (1lap.Plamir, 2lap Cat Penutup) Cathylac 9,498.75 5,500.00

19,000.00 19,000.00 1,900.00 20,000.00 20,000.00 3,600.00

3,998.75 42,500.00 42,500.00 1,190.00 57,500.00 57,500.00 2,415.00 62,500.00 62,500.00 262.50 52,500.00 52,500.00 131.25

Pengecat Tembok Lama (1lap.Plamir, 2lap Cat Penutup) Decolith 9,048.75 5,050.00

19,000.00 19,000.00 1,900.00 17,500.00 17,500.00 3,150.00

3,998.75 42,500.00 42,500.00 1,190.00 57,500.00 57,500.00 2,415.00 62,500.00 62,500.00 262.50 52,500.00 52,500.00 131.25

Pengecat Tembok Baru (1lap.Plamir, 1lap Cat Dasar 8,022.50 2 lap. Cat Penutup) Dulux weathershield

3,025.00 11,250.00 11,250.00 1,125.00 19,000.00 19,000.00 1,900.00

0.00 0.00 - 4,997.50

42,500.00 42,500.00 850.00 57,500.00 57,500.00 3,622.50 62,500.00 62,500.00 393.75 52,500.00 52,500.00 131.25

Pengecat Tembok Lama (1lap.Plamir, 2lap Cat Penutup) dulux weathershield 5,898.75 1,900.00

19,000.00 11,250.00 1,900.00 0.00 0.00 -

3,998.75 42,500.00 42,500.00 1,190.00 57,500.00 57,500.00 2,415.00 62,500.00 62,500.00 262.50 52,500.00 52,500.00 131.25

Pengecat Tembok Baru (1lap.Plamir, 1lap Cat Dasar 16,602.50 2 lap. Cat Penutup)Mowilex weathershield

11,605.00 11,250.00 11,250.00 1,125.00 19,000.00 19,000.00 1,900.00 33,000.00 33,000.00 8,580.00

4,997.50 42,500.00 42,500.00 850.00 57,500.00 57,500.00 3,622.50 62,500.00 62,500.00 393.75 52,500.00 52,500.00 131.25

Pengecat Tembok Lama (1lap.Plamir, 2lap Cat Penutup) weathershield mowilex 11,838.75 7,840.00

19,000.00 19,000.00 1,900.00 33,000.00 33,000.00 5,940.00

3,998.75 42,500.00 42,500.00 1,190.00 57,500.00 57,500.00 2,415.00 62,500.00 62,500.00 262.50 52,500.00 52,500.00 131.25

Pengecatan Permukaan Besi Exterior dulux gloss 13,000.00 -

0.00 0.00 -

13,000.00 42,500.00 42,500.00 850.00 57,500.00 57,500.00 11,500.00 62,500.00 62,500.00 125.00 52,500.00 52,500.00 525.00

Pengecatan Permukaan Besi Interior dulux V gloss (Lama) 13,000.00 -

0.00 0.00 -

13,000.00 42,500.00 42,500.00 850.00 57,500.00 57,500.00 11,500.00 62,500.00 62,500.00 125.00 52,500.00 52,500.00 525.00

Pengecatan Permukaan Besi Interior dulux V gloss (baru) 14,900.00 1,900.00

19,000.00 19,000.00 1,900.00 0.00 0.00 -

13,000.00 42,500.00 42,500.00 850.00 57,500.00 57,500.00 11,500.00 62,500.00 62,500.00 125.00 52,500.00 52,500.00 525.00

JUMLAH MAKSIMUM

Rp

7,131.25 625.00 625.00

6,506.25 6,375.00 131.25

7,106.25 600.00 600.00

6,506.25 6,375.00 131.25

7,106.25 600.00 600.00

6,506.25 6,375.00 131.25

7,106.25 600.00 600.00

6,506.25 6,375.00 131.25

6,083.75 1,702.50 1,160.00 182.50 360.00 4,381.25 1,700.00 2,300.00

250.00 131.25

20,135.00 12,247.50 2,175.00 2,380.00 7,692.50

7,887.50 2,975.00 4,312.50 468.75 131.25

23,220.75

19,222.00 2,800.00 2,175.00 2,482.00 11,765.00

3,998.75 2,975.00 517.50 375.00 131.25

32,688.25

23,294.50 2,800.00 2,175.00 2,482.00 15,837.50

9,393.75 2,975.00 6,037.50 250.00 131.25

29,911.25 20,520.00 20,520.00

9,391.25 1,700.00 3,622.50 3,937.50 131.25

41,535.25 36,954.00 8,550.00 21,204.00 7,200.00 4,581.25 3,450.00 1,000.00 131.25

5,418.13 853.13 853.13

4,565.00 4,250.00 315.00

26,791.25 9,660.00 8,550.00 725.00 360.00 25.00 17,131.25 6,800.00 9,200.00 1,000.00 131.25

13,222.50

8,225.00 1,125.00 1,900.00 5,200.00 4,997.50 850.00 3,622.50

393.75 131.25

9,498.75 5,500.00 1,900.00 3,600.00

3,998.75 1,190.00 2,415.00 262.50 131.25

15,085.00 2,085.00 1,750.00 335.00

13,000.00 850.00 11,500.00 125.00 525.00

29,597.50 4,235.00 1,750.00 335.00 2,150.00

25,362.50 10,625.00 12,937.50 1,406.25 393.75

104,560.00

8,060.00 1,595.00 2,465.00 4,000.00 96,500.00 21,250.00 46,000.00

18,750.00 10,500.00

15,768.75

6,375.00 6,375.00

9,393.75 2,975.00 6,037.50 250.00 131.25

18,970.00 8,465.00 625.00 1,900.00 5,940.00

10,505.00 7,565.00 2,415.00 262.50 262.50

14,450.00 1,450.00 1,450.00

13,000.00 850.00 11,500.00 125.00 525.00

12,405.00 1,900.00 1,900.00 -

10,505.00 7,565.00

2,415.00 262.50 262.50

12,572.50

7,575.00 1,125.00 1,900.00 4,550.00 4,997.50 850.00 3,622.50 393.75 131.25

9,498.75 5,500.00 1,900.00 3,600.00

3,998.75 1,190.00 2,415.00 262.50 131.25

9,048.75 5,050.00 1,900.00 3,150.00

3,998.75 1,190.00 2,415.00 262.50 131.25

8,022.50

3,025.00 1,125.00 1,900.00

- 4,997.50 850.00 3,622.50 393.75 131.25

5,123.75 1,125.00 1,125.00 -

3,998.75 1,190.00 2,415.00 262.50 131.25

16,602.50

11,605.00 1,125.00 1,900.00 8,580.00 4,997.50 850.00 3,622.50 393.75 131.25

11,838.75 7,840.00 1,900.00 5,940.00

3,998.75 1,190.00 2,415.00 262.50 131.25

13,000.00 - -

13,000.00 850.00 11,500.00 125.00 525.00

13,000.00 - -

13,000.00 850.00 11,500.00 125.00 525.00

14,900.00 1,900.00 1,900.00 -

13,000.00 850.00 11,500.00 125.00 525.00

ABK Pek.Pengecatan XIV - 281 document.xls

HARGA BAHAN/UPAH JUMLAH No. SNI KODE KOEF SAT. URAIAN PAKERJAAN MINIMUM MAKSIMUM MINIMUM MAKSIMUM

Rp Rp Rp Rp

XIV 03- -2002 PEKERJAAN PENGECATAN

6.1 1 m2 Mengikis / Mengerok Permukaan Cat Tembok Lama 7,131.25 7,131.25 6.1.1 Bahan 625.00 625.00

0.05 Kg Soda Api 12,500.00 12,500.00 625.00 625.00

6.1.2 Tenaga 6,506.25 6,506.25 0.15 OH Pekerja 42,500.00 42,500.00 6,375.00 6,375.00 0.0025 OH Mandor 52,500.00 52,500.00 131.25 131.25

6.2 1 m2 Mencuci Bidang Permukaan Tembok yang Pernah dicat 7,106.25 7,106.25 6.2.1 Bahan 600.00 600.00

0.05 Kg Sabun 12,000.00 12,000.00 600.00 600.00

6.2.2 Tenaga 6,506.25 6,506.25 0.15 OH Pekerja 42,500.00 42,500.00 6,375.00 6,375.00 0.0025 OH Mandor 52,500.00 52,500.00 131.25 131.25

6.3 1 m2 Mengerok Karat Cat Lama permukaan Baja dg cara manual 7,106.25 7,106.25 6.3.1 Bahan 600.00 600.00

0.05 Kg Sabun 12,000.00 12,000.00 600.00 600.00

6.3.2 Tenaga 6,506.25 6,506.25 0.15 OH Pekerja 42,500.00 42,500.00 6,375.00 6,375.00 0.0025 OH Mandor 52,500.00 52,500.00 131.25 131.25

6.4 1 m2 Penyabun Permukaan Tembok Lama 7,106.25 7,106.25 6.4.1 Bahan 600.00 600.00

0.05 Kg Sabun 12,000.00 12,000.00 600.00 600.00

6.4.2 Tenaga 6,506.25 6,506.25 0.15 OH Pekerja 42,500.00 42,500.00 6,375.00 6,375.00 0.0025 OH Mandor 52,500.00 52,500.00 131.25 131.25

6.6 1 m2 Mendempul dan Menggosok Kayu 6,083.75 6,083.75 6.6.1 Bahan 1,702.50 1,702.50

0.08 Kg Dempul Jadi 14,500.00 14,500.00 1,160.00 1,160.00 0.02 Kg Minyak Cat 9,125.00 9,125.00 182.50 182.50 0.1 lbr Amplas 3,600.00 3,600.00 360.00 360.00

6.6.2 Tenaga 4,381.25 4,381.25 0.04 OH Pekerja 42,500.00 42,500.00 1,700.00 1,700.00 0.04 OH Tukang Cat 57,500.00 57,500.00 2,300.00 2,300.00 0.004 OH Kepala Tukang 62,500.00 62,500.00 250.00 250.00 0.0025 OH Mandor 52,500.00 52,500.00 131.25 131.25

6.7 1 m2 Pengecatan Bidang Lama 20,135.00 20,135.00 6.7.1 Bahan 12,247.50 12,247.50

0.15 Kg Plamir 14,500.00 14,500.00 2,175.00 2,175.00 0.17 Kg Cat Dasar 14,000.00 14,000.00 2,380.00 2,380.00 0.17 Kg Cat Penutup 45,250.00 45,250.00 7,692.50 7,692.50

6.7.2 Tenaga 7,887.50 7,887.50 0.07 OH Pekerja 42,500.00 42,500.00 2,975.00 2,975.00 0.075 OH Tukang Cat 57,500.00 57,500.00 4,312.50 4,312.50 0.0075 OH Kepala Tukang 62,500.00 62,500.00 468.75 468.75 0.0025 OH Mandor 52,500.00 52,500.00 131.25 131.25

6.8 1 m2 Pengecatan Bidang Kayu Baru (1 lap.Plamir) 23,220.75 23,220.75 1 lap.Cat Dasar & 2 lap.Cat Penutup

6.8.1 Bahan 19,222.00 19,222.00 0.2 Kg Cat Meni 14,000.00 14,000.00 2,800.00 2,800.00 0.15 Kg Plamir 14,500.00 14,500.00 2,175.00 2,175.00 0.17 Kg Cat Dasar 14,600.00 14,600.00 2,482.00 2,482.00 0.26 Kg Cat Penutup 2 kali 45,250.00 45,250.00 11,765.00 11,765.00

6.8.2 Tenaga 3,998.75 3,998.75 0.07 OH Pekerja 42,500.00 42,500.00 2,975.00 2,975.00 0.009 OH Tukang Cat 57,500.00 57,500.00 517.50 517.50 0.006 OH Kepala Tukang 62,500.00 62,500.00 375.00 375.00 0.0025 OH Mandor 52,500.00 52,500.00 131.25 131.25

6.9 1 m2 Pengecatan Bidang Kayu Baru (1 lap.Plamir) 32,688.25 32,688.25 1 lap.Cat Dasar & 3 lap.Cat Penutup

6.9.1 Bahan 23,294.50 23,294.50 0.2 Kg Cat Meni 14,000.00 14,000.00 2,800.00 2,800.00 0.15 Kg Plamir 14,500.00 14,500.00 2,175.00 2,175.00 0.17 Kg Cat Dasar 14,600.00 14,600.00 2,482.00 2,482.00 0.35 Kg Cat Penutup 3 kali 45,250.00 45,250.00 15,837.50 15,837.50

6.9.2 Tenaga 9,393.75 9,393.75 0.07 OH Pekerja 42,500.00 42,500.00 2,975.00 2,975.00 0.105 OH Tukang Cat 57,500.00 57,500.00 6,037.50 6,037.50 0.004 OH Kepala Tukang 62,500.00 62,500.00 250.00 250.00 0.0025 OH Mandor 52,500.00 52,500.00 131.25 131.25

6.10 1 m2 Pelaburan Bidang Kayu dg Teak Oil 29,911.25 29,911.25 6.10.1 Bahan 20,520.00 20,520.00

0.36 Ltr Teak Oil 57,000.00 57,000.00 20,520.00 20,520.00

6.10.2 Tenaga 9,391.25 9,391.25 0.04 OH Pekerja 42,500.00 42,500.00 1,700.00 1,700.00 0.063 OH Tukang Cat 57,500.00 57,500.00 3,622.50 3,622.50 0.063 OH Kepala Tukang 62,500.00 62,500.00 3,937.50 3,937.50 0.0025 OH Mandor 52,500.00 52,500.00 131.25 131.25

ABK Pek.Pengecatan XIV - 282 document.xls

HARGA BAHAN/UPAH JUMLAH No. SNI KODE KOEF SAT. URAIAN PAKERJAAN MINIMUM MAKSIMUM MINIMUM MAKSIMUM

Rp Rp Rp Rp

6.11 1 m2 Pelaburan Bidang Kayu dg Politur 41,535.25 41,535.25 6.11.1 Bahan 36,954.00 36,954.00

0.15 Ltr Politur 57,000.00 57,000.00 8,550.00 8,550.00 0.372 Ltr Politur Jadi 57,000.00 57,000.00 21,204.00 21,204.00

2 Lbr Ampelas 3,600.00 3,600.00 7,200.00 7,200.00 6.11.2 Tenaga 4,581.25 4,581.25

0.06 OH Tukang Cat 57,500.00 57,500.00 3,450.00 3,450.00 0.016 OH Kepala Tukang 62,500.00 62,500.00 1,000.00 1,000.00 0.0025 OH Mandor 52,500.00 52,500.00 131.25 131.25

6.12 1 m2 Pelaburan Bidang Kayu dg Cat Residu & Ter 5,418.13 5,418.13 6.12.1 Bahan 853.13 853.13

0.35 Ltr Residu atau Ter 2,437.50 2,437.50 853.13 853.13

6.12.2 Tenaga 4,565.00 4,565.00 0.1 OH Pekerja 42,500.00 42,500.00 4,250.00 4,250.00 0.006 OH Mandor 52,500.00 52,500.00 315.00 315.00

6.13 1 m2 Pelaburan Bidang Kayu dg Vernis 26,781.25 26,791.25 6.13.1 Bahan 9,650.00 9,660.00

0.15 Ltr Vernis 57,000.00 57,000.00 8,550.00 8,550.00 0.05 Ltr Dempul 14,500.00 14,500.00 725.00 725.00 0.1 Lbr Ampelas 3,600.00 3,600.00 360.00 360.00

0.01 Buah Kuas 1,500.00 2,500.00 15.00 25.00 6.13.2 Tenaga 17,131.25 17,131.25

0.16 OH Pekerja 42,500.00 42,500.00 6,800.00 6,800.00 0.16 OH Tukang Cat 57,500.00 57,500.00 9,200.00 9,200.00 0.016 OH Kepala Tukang 62,500.00 62,500.00 1,000.00 1,000.00 0.0025 OH Mandor 52,500.00 52,500.00 131.25 131.25

6.14 1 m2 Pengecat Tembok Baru (1lap.Plamir, 1lap Cat Dasar 13,222.50 13,222.50 2 lap. Cat Penutup)

6.14.1 Bahan 8,225.00 8,225.00 0.1 Kg Plamir 11,250.00 11,250.00 1,125.00 1,125.00 0.1 Kg Cat Dasar 19,000.00 19,000.00 1,900.00 1,900.00

0.26 Kg Cat Penutup 2 kali 20,000.00 20,000.00 5,200.00 5,200.00 6.14.2 Tenaga 4,997.50 4,997.50

0.02 OH Pekerja 42,500.00 42,500.00 850.00 850.00 0.063 OH Tukang Cat 57,500.00 57,500.00 3,622.50 3,622.50 0.0063 OH Kepala Tukang 62,500.00 62,500.00 393.75 393.75 0.0025 OH Mandor 52,500.00 52,500.00 131.25 131.25

6.15 1 m2 Pengecat Tembok Lama (1lap.Plamir, 2lap Cat Penutup) 9,498.75 9,498.75 6.15.1 Bahan 5,500.00 5,500.00

0.1 Kg Cat Dasar 19,000.00 19,000.00 1,900.00 1,900.00 0.18 Kg Cat Penutup 2 kali 20,000.00 20,000.00 3,600.00 3,600.00

6.15.2 Tenaga 3,998.75 3,998.75 0.028 OH Pekerja 42,500.00 42,500.00 1,190.00 1,190.00 0.042 OH Tukang Cat 57,500.00 57,500.00 2,415.00 2,415.00 0.0042 OH Kepala Tukang 62,500.00 62,500.00 262.50 262.50 0.0025 OH Mandor 52,500.00 52,500.00 131.25 131.25

6.20 1 m2 Pengecatan Permukaan Baja dg Meni Besi 15,085.00 15,085.00 6.20.1 Bahan 2,085.00 2,085.00

0.1 Kg Meni Besi 17,500.00 17,500.00 1,750.00 1,750.00 0.01 Kg Perekat / Lem 33,500.00 33,500.00 335.00 335.00

6.20.2 Tenaga 13,000.00 13,000.00 0.02 OH Pekerja 42,500.00 42,500.00 850.00 850.00 0.2 OH Tukang Cat 57,500.00 57,500.00 11,500.00 11,500.00 0.002 OH Kepala Tukang 62,500.00 62,500.00 125.00 125.00 0.01 OH Mandor 52,500.00 52,500.00 525.00 525.00

6.21 1 m2 Pengecatan Permukaan Baja dg Meni Besi & Perancah 29,597.50 29,597.50 6.21.1 Bahan 4,235.00 4,235.00

0.1 Kg Meni Besi 17,500.00 17,500.00 1,750.00 1,750.00 0.01 Kg Perekat / Lem 33,500.00 33,500.00 335.00 335.00 0.002 m3 Perancah Kayu 1,075,000.00 1,075,000.00 2,150.00 2,150.00

6.21.2 Tenaga 25,362.50 25,362.50 0.25 OH Pekerja 42,500.00 42,500.00 10,625.00 10,625.00 0.225 OH Tukang Cat 57,500.00 57,500.00 12,937.50 12,937.50 0.0225 OH Kepala Tukang 62,500.00 62,500.00 1,406.25 1,406.25 0.0075 OH Mandor 52,500.00 52,500.00 393.75 393.75

6.24 1 m2 Pengecatan Permukaan Baja lapis Seng (Galvanis) secara 104,560.00 104,560.00 Manual sistem 3 lap. Cat Konvensional dg Tebal 200 μm

6.24.1 Bahan 8,060.00 8,060.00 0.11 Kg Cat dasar 14,500.00 14,500.00 1,595.00 1,595.00 0.17 Kg Cat Antara 14,500.00 14,500.00 2,465.00 2,465.00 0.08 Kg Cat Penutup 50,000.00 50,000.00 4,000.00 4,000.00

6.24.2 Tenaga 96,500.00 96,500.00 0.5 OH Pekerja 42,500.00 42,500.00 21,250.00 21,250.00 0.8 OH Tukang Cat 57,500.00 57,500.00 46,000.00 46,000.00 0.3 OH Kepala Tukang 62,500.00 62,500.00 18,750.00 18,750.00 0.2 OH Mandor 52,500.00 52,500.00 10,500.00 10,500.00

document.xls 5 / 283

D A F T A R H A R G A S A T U A N P E K E R J A A N

S U M B E R D A T A : P A S A R A N B E B A S

D A E R A H : KOTA SEMARANG

EDISI Maret 2013

HARGA SATUAN PEKERJAAN

NO. SNI KODE URAIAN PEKERJAAN SAT MINIMUM MAKSIMUM

(Rp) (Rp)

I 2835 - 2002 6 PEKERJAAN PERSIAPAN

6.2 Pagar Sementara dari Seng Gelombang Tinggi 2,00 m m' 507,060.63 507,060.63

6.4 Pengukuran dan Pemasangan Bouwplank m' 108,757.50 108,757.50

6.5 Pembuatan Kantor Sementara dg Lantai Plesteran m2 818,686.25 818,686.25

6.6 Pembuatan Gudang Semen dan Alat-alat m2 714,840.63 714,840.63

6.8 Membersihkan Lapangan dan Perataan m2 6,875.00 6,875.00

6.11 Pembuatan Steger dari Bambu Uk. 40 x 50 x 20 cm m2 36,843.25 36,843.25

6.13 Bongkaran Beton Bertulang m3 300,830.00 300,830.00

6.14 Bongkaran Dinding Tembok Bata Merah m3 285,080.00 285,080.00

II 2835 - 2008 6 PEKERJAAN TANAH

6.1 Menggali Tanah Biasa Sedalam 1 m m3 33,187.50 33,187.50

6.2 Menggali Tanah Biasa Sedalam 2 m m3 40,612.50 40,612.50

6.3 Menggali Tanah Biasa Sedalam 3 m m3 48,142.50 48,142.50

6.4 Menggali Tanah Keras Sedalam 1 m m3 44,180.00 44,180.00

6.5 Menggali Tanah Cadas Sedalam 1 m m3 66,900.00 66,900.00

6.6 Menggali Tanah Lumpur Sedalam 1 m m3 53,362.50 53,362.50

6.7 Mengerjakan Striping Tebing Setinggi 1 m m2 2,387.50 2,387.50

6.8 MembuangTanah sejauh 30 m' m3 2,387.50 2,387.50

6.9 Urugan Kembali (dihitung 1/3 kali indeks pekerjaan galian) m3 1/3 x Gal.tanah

6.10 Pemadatan Tanah (per 20 cm) m3 23,875.00 23,875.00

6.11 Urugan Pasir m3 154,275.00 154,275.00

6.12 Lapisan Pudel Cmp. 1Kp : 3Ps : 7TL m3 192,092.50 192,092.50

6.14 Pemasangan Lapisan Ijuk tebal 10 cm m2 121,162.50 121,162.50

6.15 Mengurug Sirtu Padat untuk Peninggian Lantai Bangunan m3 233,937.50 233,937.50

III 2836 - 2008 6 PEKERJAAN PONDASI

6.1 Memasang Pondasi Batu Kali 1Pc : 3 PP m3 605,175.00 605,175.00

6.2 Memasang Pondasi Batu Kali 1Pc : 4 PP m3 560,906.25 560,906.25

6.3 Memasang Pondasi Batu Kali 1Pc : 5 PP m3 530,227.50 530,227.50

6.4 Memasang Pondasi Batu Kali 1Pc : 6 PP m3 508,653.75 508,653.75

6.5 Memasang Pondasi Batu Kali 1Pc : 8 PP m3 479,096.25 479,096.25

6.6 Memasang Pondasi Batu Kali 1Kp : 1Sm : 2Pp m3 396,012.50 396,012.50

6.7 Memasang Pondasi Batu Kali, 1 Pc : 3 Kp : 10 PP m3 460,961.25 460,961.25

6.8 Memasang Pondasi Batu Kali, ¼ Pc : 1Kp : 4 PP m3 432,356.25 432,356.25

6.9 Pasang Pondasi Batu Kosong m3 290,820.00 290,820.00

6.10 Pasang Pondasi Siklop, 60% Beton Camp. 1PC : 2PB : 3KR & 40% Batu Belah m3 1,961,925.00 1,961,925.00

6.11 Pasang Pondasi Sumuran diameter 100 cm m3 558,537.50 558,537.50

IV 6897 - 2008 6 PEKERJAAN DINDING

6.1 Memasang Dinding Bata Merah ukuran (5x11x22) cm Tebal 1 bata Camp. 1Pc : 2Pp m2 169,671.88 169,671.88

6.2 Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 3PP m2 157,903.44 157,903.44

6.3 Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 4PP m2 150,133.44 150,133.44

6.4 Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 5PP m2 145,883.75 145,883.75

6.5 Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 6PP m2 143,935.63 143,935.63

6.6 Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 3 KP :10PP m2 135,356.75 135,356.75

6.7 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 2PP m2 81,048.44 81,048.44

6.8 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 3PP m2 75,564.81 75,564.81

6.9 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 4PP m2 72,364.38 72,364.38

6.10 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 5PP m2 70,348.00 70,348.00

6.11 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 6PP m2 75,564.81 75,564.81

6.12 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 8PP m2 75,564.81 75,564.81

6.13 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 3KP : 10PP m2 67,778.13 67,778.13

V 2837 - 2008 6 PEKERJAAN PLESTERAN

6.1 Memasang Plesteran 1 Pc : 1 Pp Tebal 15 mm m2 40,224.40 40,224.40

6.2 Memasang Plesteran 1 Pc : 2 Pp Tebal 15 mm m2 34,131.40 34,131.40

6.3 Memasang Plesteran 1 Pc : 3 Pp Tebal 15 mm m2 31,461.10 31,461.10

6.4 Memasang Plesteran 1 Pc : 4 Pp Tebal 15 mm m2 29,666.50 29,666.50

document.xls 5 / 284

HARGA SATUAN PEKERJAAN

NO. SNI KODE URAIAN PEKERJAAN SAT MINIMUM MAKSIMUM

(Rp) (Rp)

6.5 Memasang Plesteran 1 Pc : 5 Pp Tebal 15 mm m2 28,609.90 28,609.90

6.6 Memasang Plesteran 1 Pc : 6 Pp Tebal 15 mm m2 27,780.10 27,780.10

6.7 Memasang Plesteran 1 Pc : 7 Pp Tebal 15 mm m2 27,312.10 27,312.10

6.8 Memasang Plesteran 1 Pc : 8 Pp Tebal 15 mm m2 26,844.10 26,844.10

6.9 Memasang Plesteran 1 Pc : 1/2 Kp : 3 Pp Tebal 15 mm m2 27,221.00 27,221.00

6.10 Memasang Plesteran 1 Pc : 2 Kp : 8 Pp Tebal 15 mm m2 31,313.81 31,313.81

6.11 Memasang Plesteran 1 SM : 1 Kp : 1 Pp Tebal 15 mm m2 22,190.00 22,190.00

6.12 Memasang Plesteran 1 SM : 1 Kp : 2 Pp Tebal 15 mm m2 22,280.00 22,280.00

6.13 Memasang Plesteran 1 Pc : 2 Pp Tebal 20 mm m2 41,152.30 41,152.30

6.14 Memasang Plesteran 1Pc : 3Pp Tebal 20 mm m2 41,692.30 41,692.30

6.15 Memasang Plesteran 1 Pc : 4 Pp Tebal 20 mm m2 39,254.50 39,254.50

6.16 Memasang Plesteran 1Pc : 5Pp Tebal 20 mm m2 37,890.70 37,890.70

6.17 Memasang Plesteran 1Pc : 6Pp Tebal 20 mm m2 36,739.30 36,739.30

6.18 Memasang Plesteran 1 SM : 2 Kp : 2 Pp Tebal 20 mm m2 32,787.50 32,787.50

6.19 Memasang Berapen 1 Pc : 5Pp Tebal 15 mm m2 21,279.90 21,279.90

6.20 Memasang Plesteran Skoning 1 Pc : 2Pp, lebar 10 mm m' 29,188.13 29,188.13

6.23 Memasang Plesteran Ciprat 1Pc : 2 Pp m2 23,919.50 23,919.50

6.24 Memasang Finishing Siar Pasangan Dinding Bata Merah (=20 m') m2 15,161.93 15,161.93

6.25 Memasang Finishing Siar Pasangan Dinding Conblock ekspose (=8 m') m2 7,670.00 7,670.00

6.26 Memasang Finishing Siar Pas.Batu Kali Adukan 1Pc : 2Pp m2 32,047.13 32,047.13

6.27 Memasang Acian m2 17,252.81 17,252.81

VI 3434 - 2008 6 PEKERJAAN KAYU

6.1 Membuat Kosen Pintu & Jendela Kayu klas I m3 23,306,625.00 23,306,625.00

6.2 Membuat Kosen Pintu & Jendela Kayu klas II atau III m3 9,861,625.00 9,861,625.00

6.3 Membuat Pintu KlampStandard Kayu Klas II (Kayu Kamfer) m2 379,432.50 379,432.50

6.5 Membuat Daun Pintu Panel Kayu Klas I atau II m2 501,450.00 501,450.00

6.6 Membuat Pintu & Jendela Kaca Kayu Klas I atau II m2 346,900.00 346,900.00

6.7 Membuat Pintu & Jendela Jalusi Kayu Klas I atau II m2 1,621,875.00 1,621,875.00

6.8 Membuat Pintu kayu lapis (Plywood) Rangkap rangka Kayu Klas II (lbr s/d 90 cm) m2 402,505.00 402,505.00

6.9 Membuat Pintu Plywood rangkap, rangka expose kayu klas I atau II m2 415,445.00 415,445.00

6.10 Membuat Jalusi mati Kosen Kayu Klas I atau II m2 1,442,087.50 1,442,087.50

6.11 Membuat Pintu Teakwood Rangkap, Rangka Expose Kayu Klas I m2 759,705.00 759,705.00

6.12 Membuat Pintu Teakwood Rangkap Lapis Formika,Rangka expose Kayu Klas II m2 466,150.00 466,150.00

6.13 Memasang Konstruksi Kuda-kuda Konvensional Kayu I; II & III Bentang 6 meter m3 8,814,600.00 8,814,600.00

6.14 Memasang Konstruksi Kuda-kuda Expose, Kayu Klas I m3 25,525,350.00 25,525,350.00

6.15 Memasang konstruksi Gording, Kayu Klas II m3 8,400,900.00 8,400,900.00

6.16 Memasang Rangka Atap Genteng Keramik, Kayu Klas II m2 359,262.50 359,262.50

6.17 Memasang Rangka Atap Genteng Beton, Kayu Klas II m2 504,162.50 504,162.50

6.18 Memasang Rangka Atap Sirap, Kayu Klas II m2 1,154,265.00 1,154,265.00

6.19 Memasang Rangka Langit-langit (1,00x1,00) m, kayu Klas II atau III m2 135,210.00 135,210.00

6.20 Memasang Rangka Langit-langit (60x60) cm, kayu Klas II atau III m2 143,995.00 143,995.00

6.21 Memasang Listplank Uk. (3x20)cm Kayu klas I atau II m' 251,125.00 251,125.00

6.22 Memasang Listplank Uk. (3x30)cm Kayu klas I atau klas II m' 99,337.50 99,337.50

6.23 Memasang Rangka Dinding Pemisah (60x120) cm Kayu klas II atau III m2 230,707.50 230,707.50

6.24 Memasang Dinding Pemisah Teakwood Rangkap Rangka Kayu Klas II m2 286,497.50 286,497.50

6.26 Memasang Dinding Lambriziring dari Papan klas I m2 295,587.50 295,587.50

6.27 Memasang Dinding Lambriziring dari Plywood ukuran (120x240) cm m2 27,587.00 27,587.00

6.28 Memasang Dinding Bilik, Rangka Kayu Klas III atau IV m2 98,088.80 101,838.80

VII 7394 - 2008 6 PEKERJAAN BETON

6.1 Membuat Beton mutu f'c=7,4 Mpa (K100), slum (12±2)cm, w/c = 0,87 m3 624,157.14 624,157.14

6.2 Membuat Beton mutu f'c=9,8 Mpa (K125), slum (12±2)cm, w/c = 0,78 m3 655,885.81 655,885.81

6.3 Membuat Beton mutu f'c=12,2 Mpa (K150), slum (12±2)cm, w/c = 0,72 m3 681,057.14 681,057.14

6.4 Membuat Lantai Kerja Beton mutu f'c=7,4 MPa (K100), slum (3-6)cm, w/c = 0,87 m3 580,813.02 580,813.02

6.5 Membuat Beton mutu f'c=14,5 MPa (K175), slum (12±2)cm, w/c = 0,66 m3 708,685.65 708,685.65

6.6 Membuat Beton mutu f'c=16,9 MPa (K200), slum (12±2)cm, w/c = 0,61 m3 737,342.40 737,342.40

6.7 Membuat Beton mutu f'c=19,3 MPa (K225), slum (12±2)cm, w/c = 0,58 m3 757,949.05 757,949.05

6.8 Membuat Beton mutu f'c=21,7 MPa (K250), slum (12±2)cm, w/c = 0,56 m3 772,656.88 772,656.88

6.9 Membuat Lantai Kerja Beton mutu f'c=24,0 MPa (K275), slum (12±2)cm, w/c = 0,53 m3 797,909.46 797,909.46

6.10 Membuat Beton mutu f'c=26,4 MPa (K300), slum (12±2)cm, w/c = 0,52 m3 805,797.06 805,797.06

6.11 Membuat Beton mutu f'c=28,8 MPa (K325), slum (12±2)cm, w/c = 0,49 m3 862,264.33 862,264.33

6.12 Membuat Beton mutu f'c=31,2 MPa (K350), slum (12±2)cm, w/c = 0,48 m3 872,569.98 872,569.98

6.17 Pembesian dg Besi Polos atau Besi Ulir 10 Kg 118,797.50 118,797.50

6.18 Kabel Presstresed Polos/strand 10 Kg 178,795.00 178,795.00

document.xls 5 / 285

HARGA SATUAN PEKERJAAN

NO. SNI KODE URAIAN PEKERJAAN SAT MINIMUM MAKSIMUM

(Rp) (Rp)

6.19 Jaring Kawat baja/Wire Mesh 1 Kg 33,432.50 33,432.50

6.20 Memasang Bekisting untuk Pondasi m2 87,990.00 87,990.00

6.21 Memasang Bekisting untuk Sloof m2 93,365.00 93,365.00

6.22 Memasang Bekisting untuk Kolom m2 251,145.00 251,145.00

6.23 Memasang Bekisting untuk Balok m2 266,745.00 266,745.00

6.24 Memasang Bekisting untuk Lantai m2 327,145.00 327,145.00

6.25 Memasang Bekisting untuk Dinding m2 305,395.00 307,395.00

6.26 Memasang Bekisting untuk Tangga m2 239,945.00 239,945.00

6.27 Memasang Jembatan Cor m2 55,962.50 55,962.50

6.28 Membuat Pondasi Beton Bertulang (150 kg Besi + Bekisting) m3 2,963,587.50 2,963,587.50

6.29 Membuat Sloof Beton Bertulang (200 kg Besi + Bekisting) m3 3,653,087.50 3,653,087.50

6.30 Membuat Kolom Beton Bertulang (300 kg Besi + Bekisting) m3 6,593,832.50 6,593,832.50

6.31 Membuat Balok Beton Bertulang (200 kg Besi + Bekisting) m3 5,109,470.00 5,109,470.00

6.32 Membuat Balok Beton Bertulang (150 kg Besi + Bekisting) m3 4,661,812.50 4,661,812.50

6.33 Membuat Dinding Beton Bertulang (150 kg Besi + Bekisting) m3 4,631,625.00 4,631,625.00

6.34 Membuat Tangga Beton Bertulang (200 kg Besi + Bekisting) m3 4,741,282.50 4,741,282.50

6.35 Membuat Kolom Penguat Beton Bertulang (11 x 11) cm m' 60,612.50 60,612.50

6.36 Membuat Ring Balok Beton Bertulang (10 x 15) cm m' 72,289.38 72,289.38

VIII 3436-2002 6 PEKERJAAN PENUTUP ATAP

6.1 Pasang Atap Genteng Plentong Kecil m2 70,357.50 70,357.50

6.2 Pasang Atap Genteng Kodok / Glasur m2 101,607.50 101,607.50

6.3 Pasang Atap Genteng Plentong Super / Besar m2 61,620.00 61,620.00

6.4 Pasang Genteng Bubung Plentong m' 74,475.00 74,475.00

6.5 Pasang Genteng Bubung Kodok / Glasur m' 82,975.00 82,975.00

6.6 Pasang Genteng Bubung Plentong Besar m' 77,625.00 77,625.00

6.9 Pasang Atap Asbes Gelombang (2,25x0,92 m) x 5 mm m2 59,362.50 59,362.50

6.10 Pasang Atap Asbes Gelombang (2,00x0,92 m) x 5 mm m2 58,960.00 58,960.00

6.12 Pasang Atap Asbes Gelombang (3,00x1,05 m) x 4 mm m2 41,635.00 41,635.00

6.15 Pasang Atap Asbes Gelombang (2,10x1,05 m) x 4 mm m2 42,167.50 42,167.50

6.30 Pasang Atap Genteng Beton m2 60,905.00 60,905.00

6.33 Pasang Atap Sirap m2 125,112.50 125,112.50

6.34 Pasang Nok Genteng Beton m' 38,162.50 38,162.50

6.37 Pasang Nok Sirap m' 44,035.40 44,035.40

6.38 Pasang Atap Seng Gelombang m2 55,710.00 55,710.00

6.39 Pasang Atap Nok Seng m' 31,555.00 31,555.00

6.42 Pasang Allumunium Foil / Sisalation m2 17,122.50 17,122.50

IX 2839 - 2008 6 PEKERJAAN LANGIT-LANGIT

6.1 Memasang Langit-langit Asbes (1,00x1,00) m, tebal 4 mm, 5 mm & 6 mm m2 26,602.50 26,602.50

6.2 Memasang Langit-langit Akustik Ukuran (30x30) cm m2 69,232.50 69,232.50

6.3 Memasang Langit-langit Akustik Ukuran (30x60) cm m2 76,457.50 76,457.50

6.5 Memasang Langit-langit Tripleks Uk (120x240) cm, Tebal 3 mm, 4 mm & 6 mm m2 29,652.50 29,652.50

6.6 Memasang Langit-langit Lambriziring Kayu Jati, tebal 6 mm m2 400,710.00 400,710.00

6.7 Memasng Langit-langit Gypsu Board, Uk (120x240) tebal 9 mm m2 30,578.50 30,578.50

6.8 Memasang Langit-langit Akuatik Uk (60x120) cm & Rangka Allumunium m2 131,070.00 133,470.00

6.9 List Langit-Langit Kayu Profil m' 10,435.00 10,435.00

X 6 PEKERJAAN SANITASI

6.1 Memasang Closet Duduk / Mono Blok Unit 1,369,700.00 1,369,700.00

6.2 Memasang Closet Jongkok Porselen Unit 342,662.50 342,662.50

6.4 Memasang Urinoir Unit 500,637.50 500,637.50

6.5 Memasang Wastafel Unit 1,057,850.00 1,057,850.00

6.8 Memasang Bak Mandi Batu Bata Vol. 0,30 m3 Unit 1,001,504.55 1,001,504.55

6.14 Memasang Pipa Beton, Ø 15 cm - 20 cm m' 68,729.25 68,729.25

6.15 Memasang Pipa Beton, Ø 30 cm - 100 cm m' 293,666.88 293,666.88

6.20 Memasang Pipa Galvanis Ø ¾" m' 47,554.17 47,554.17

6.23 Memasang Pipa Galvanis Ø 3" m' 287,598.50 287,598.50

6.24 Memasang Pipa Galvanis Ø 4" m' 478,979.92 478,979.92

6.25 Memasang Pipa PVC type AW Ø ½" m' 14,749.50 14,749.50

6.29 Memasang Pipa PVC type AW Ø 2" m' 33,103.42 33,103.42

6.31 Memasang Pipa PVC type AW Ø 3" m' 61,993.17 61,858.17

6.33 Memasang Bak Cuci Piring Stainles Steel Buah 335,478.75 335,478.75

6.35 Memasang Kran Ø ¾" atau ½" Buah 18,375.00 18,275.00

6.36 Memasang Floor Drain Buah 30,812.50 30,812.50

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HARGA SATUAN PEKERJAAN

NO. SNI KODE URAIAN PEKERJAAN SAT MINIMUM MAKSIMUM

(Rp) (Rp)

XI 7393 - 2008 6 PEKERJAAN BESI & ALLUMUNIUM

6.1 Memasang Besi Profil Kg 23,538.75 23,538.75

6.2 Memasang Rangka Kuda-kuda Baja IWF kg 22,488.75 22,488.75

6.3 Mengerjakan Pekerjaan Perakitan (Kuda-kuda Baja) 100 kg 127,155.50 127,195.50

6.4 Membuat Pintu Besi Plat Baja tebal 2 mm rangkap, rangka baja Siku m2 779,297.50 779,447.50

6.5 Mengerjakan Pengelasan dengan Las Listrik cm 4,389.25 4,594.25

6.7 Memasang Pintu Rolling Door Besi m2 370,315.00 370,315.00

6.8 Memasang Pintu Lipat (Folding Door) m2 437,905.00 437,905.00

6.9 Sunscreen Allumunium m2 349,610.00 349,610.00

6.10 Memasang Rolling Door Allumunium m2 346,375.00 346,375.00

6.11 Memasang Kusen Pintu Allumunium m' 127,629.00 128,329.00

6.12 Memasang Pintu Allumunium Strip Lebar 8 cm m2 766,251.75 839,251.75

6.13 Memasang Pintu Kaca Rangka Allumunium m2 195,210.00 224,410.00

6.14 Memasang Venetions Blinds & Vertical Blinds m2 133,132.50 138,132.50

6.15 Memasang Terali Besi Strip (2x3) cm m2 267,346.45 267,346.45

6.16 Memasang Kawat Nyamuk m2 93,868.67 96,146.22

6.17 Memasang Jendela Nako & Tralis m2 36,777.50 37,227.50

6.18 Memasang Talang Datar/Jurai , Seng BJLS 28 Lebar 90 cm m' 162,265.00 162,265.00

6.19 Memasang Talang 1/2 Lingkaran Ø 15 cm, Seng Plaat BJLS 30 Lebar 45 cm m' 75,977.50 75,977.50

XII 6 PEKERJAAN KUNCI & KACA

6.2 Memasang Kunci Tanam Biasa Buah 162,562.5 162,562.5

6.3 Memasang Kunci Kamar Mandi Buah 81,906.3 81,906.3

6.4 Memasang Kunci Selinder Buah 161,906.3 161,906.3

6.5 Memasang Engsel Pintu Buah 17,593.8 17,593.8

6.6 Pasang Engsel Jendela Kupu-kupu Buah 9,437.5 9,437.5

6.7 Pasang Engsel Angin Buah 29,625.0 29,625.0

6.9 Pasang Kait Angin Buah 20,239.4 20,239.4

6.10 Pasang Door Closer Buah 334,131.25 334,131.25

6.11 Pasang Kunci Selot Buah 22,402.50 22,402.50

6.13 Pasang Door Stop Buah 306,826.25 306,826.25

6.14 Pasang Rel Pintu Dorong Buah 225,957.50 240,957.50

6.15 Pasang Kunci Lemari Buah 25,821.88 25,821.88

6.16 Pasang Kaca tebal 3 mm m2 75,139.38 75,139.38

6.17 Pasang Kaca tebal 5 mm m2 88,618.13 88,618.13

6.20 Pasang Kaca Cermin tebal 5 mm m2 10,239.38 10,239.38

XIII 7395 - 2008 6 PEKERJAAN PENUTUP LANTAI & DINDING

6.3 Memasang lantai Ubin PC Abu-abu Uk. 20 x 20 cm m2 77,267.50 77,267.50

6.9 Memasang lantai Ubin Granito Uk. 40 x 40 cm m2 438,575.75 438,575.75

6.19 Pasang Plint Ubin PC Warna Uk. 10 x 20 cm m' 40,567.13 40,567.13

6.34 Memasang Lantai Keramik 33 x 33 cm m2 141,319.41 141,319.41

6.35 Memasang Lantai Keramik 30 x 30 cm m2 140,648.18 140,648.18

6.36 Pasang Lantai Keramik 20 x 20 cm m2 136,163.50 136,163.50 6.39 Memasang Plint Keramik Ukuran 10x20 cm m' 19,414.48 19,414.48

6.40 Memasang Plint Keramik Ukuran 10x10 cm m' 27,166.83 27,166.83

6.43 Memasang Lantai Marmer Ukuran 1.00x1.00 cm m2 566,521.19 566,521.19

6.44 Memasang Lantai Karpet m2 111,635.00 111,635.00 6.46 Memasang Lantai Parquet Jati m2 273,895.00 273,895.00

6.53 Memasang Dinding Keramik 10x20 cm, m2 149,925.63 149,925.63

6.54 Memasang Dinding Keramik 20x20 cm, m2 141,707.63 141,707.63 6.55 Memasang Dinding Marmer Ukuran 1.00x1.00 cm m2 574,267.75 574,267.75

6.57 Memasang Dinding Batu Paros / Batu Tempel Hitam m2 159,373.44 159,373.44

6.60 Memasang Wall Paper Lebar 50 cm m2 139,297.50 150,297.50

6.63 Memasang Plint Kayu Klas II Ukuran 2x10 cm m' 35,270.00 35,270.50

XIV 03-24 6 PEKERJAAN PENGECATAN

6.1 Mengikis / Mengerok Permukaan Cat Tembok Lama m2 7,131.25 7,131.25 6.2 Mencuci Bidang Permukaan Tembok yang Pernah dicat m2 7,106.25 7,106.25

6.3 Mengerok Karat Cat Lama permukaan Baja dg cara manual m2 7,106.25 7,106.25

6.4 Penyabun Permukaan Tembok Lama m2 7,106.25 7,106.25

6.6 Mendempul dan Menggosok Kayu m2 6,083.75 6,083.75

6.7 Pengecatan Bidang Lama m2 20,135.00 20,135.00

6.8 Pengecatan Bidang Kayu Baru (1 lap.Plamir) m2 23,220.75 23,220.75 1 lap.Cat Dasar & 2 lap.Cat Penutup

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HARGA SATUAN PEKERJAAN

NO. SNI KODE URAIAN PEKERJAAN SAT MINIMUM MAKSIMUM

(Rp) (Rp)

6.9 Pengecatan Bidang Kayu Baru (1 lap.Plamir) m2 32,688.25 32,688.25

1 lap.Cat Dasar & 3 lap.Cat Penutup 6.10 Pelaburan Bidang Kayu dg Teak Oil m2 29,911.25 29,911.25

6.11 Pelaburan Bidang Kayu dg Politur m2 41,535.25 41,535.25 6.12 Pelaburan Bidang Kayu dg Cat Residu & Ter m2 5,418.13 5,418.13 6.13 Pelaburan Bidang Kayu dg Vernis m2 26,781.25 26,791.25 6.14 Pengecat Tembok Baru (1lap.Plamir, 1lap Cat Dasar m2 13,222.50 13,222.50

2 lap. Cat Penutup) 6.15 Pengecat Tembok Lama (1lap.Plamir, 2lap Cat Penutup) m2 9,498.75 9,498.75

6.20 Pengecatan Permukaan Baja dg Meni Besi m2 15,085.00 15,085.00 6.21 Pengecatan Permukaan Baja dg Meni Besi & Perancah m2 29,597.50 29,597.50 6.24 Pengecatan Permukaan Baja lapis Seng (Galvanis) secara m2 104,560.00 104,560.00

manual sistem 3 lapis Cat Konvensional dg tebal 200 um

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6.11 1 m3 Urugan Tanah Padas + Pemadatan tiap 20 cm6.11.1 Bahan

1.2 m3 Tanah Padas 55,000.00

6.11.2 Tenaga Menghampar 0.3 OH Pekerja 42,500.00 0.01 OH Mandor 52,500.00

Tenaga Memadatkan 0.5 OH Pekerja 42,500.00 0.05 OH Mandor 52,500.00

Urugan Tanah Padas + Pemadatan tiap 20 cm 103,150.00 103,150.00 66,000.00 66,000.00

55,000.00 66,000.00 66,000.00

37,150.00 37,150.00 42,500.00 12,750.00 12,750.00 52,500.00 525.00 525.00

42,500.00 21,250.00 21,250.00 52,500.00 2,625.00 2,625.00

D A F T A R S E W A P E R A L A T AN

S U M B E R D A T A : P A S A R A N B E B A S D A E R A H : KOTA SEMARANG

EDISI Maret 2013

HARGA NO. PERALATAN SATUAN MINIMUM MAKSIMUM KET.

(Rp) (Rp)

1 Dump Truck Jam 145,000 150,000 2 Truk Bak Terbuka Jam 90,000 95,000 3 Truk Tanki Air Jam 120,000 125,000 4 Bulldozer Jam 410,000 425,000 5 Motor Grader Jam 270,000 280,000 6 Wheel Loader Jam 190,000 200,000 7 Excavator Jam 300,000 320,000 8 Crane Jam 165,000 175,000 9 Trailler Jam 110,000 125,000

10 Mesin Gilas Tandem 6 - 10 ton Jam 130,000 140,000 11 Mesin Gilas 3 roda 6 - 10 ton Jam 75,000 80,000 12 Mesin Gilas Roda Karet 8 - 10 ton Jam 225,000 240,000 13 Vibratory Roller Jam 175,000 190,000 14 Vibro roller 1 ton Jam 60,000 75,000 15 Water Pump Jam 20,000 25,000 16 Asphalt Sprayer Jam 50,000 60,000 17 Pick Up Jam 70,000 80,000 18 A M P Jam 940,000 950,000 19 Asphalt Finisher Jam 2,200,000 2,500,000 20 Concrete Vibrator Jam 375,000 385,000 21 Compressor Jam 45,000 50,000 22 Concrete Mixer Jam 80,000 85,000 23 Stamper Jam 15,000 17,000 24 Genset Jam 70,000 75,000 25 Alat Pengecat Marka Jam 50,000 60,000 26 Mesin Las hari 90,000 95,000

D A F T A R H A R G A S A T U A N B A H A N B A N G U N A N

S U M B E R D A T A : P A S A R A N B E B A S

D A E R A H : KOTA SEMARANG

HARGA

NO. J E N I S B A H A N sat BRT-SLT

1 2 3 4

I B A H A N D A S A R

1 BATU KALI Bulat Utuh m3 100,000

Bulat Belah m3 115,000

Pecah 10/15 m3 135,000

Pecah 5/7 m3

Pecah 3/5 m3

2 KERIKIL Timbun m3 70,000

Sawur / Koral m3 80,000

Beton 0,5 x 1 m3 175,000

Beton 1 x 2 m3

Beton 2 x 3 m3

Biasa m3

Tras Giling m3 210,000

3 BATU BATA ex lokal bh 320 360

4 PASIR Urug m3

Pasang m3 125,000

Beton m3

5 TANAH Padas m3

Liat m3

6 KAPUR Pasang m3 185,000

Semen Merah m3 110,000

7 PORTLAND CEMENT

40 KG zak

50 KG zak 50,000

Tiga Roda 40 kg zak 41,000

Tiga Roda 50 kg zak 50,000

Semen Putih 40 kg zak

Semen Putih 50 kg zak

Semen warna kg

II B A H A N P E N U T U P A T A P

1 SIRAP (100 lbr) pak 140,000

2 GENTENG BETON

Genteng Beton Warna standard bh 3,250

Genteng Beton Warna Special bh

Genteng Beton Warna Khusus bh 4,500

Kerpus Beton Warna Standard bh 3,800

Kerpus Beton Warna Special bh 4,100

Kerpus Beton Warna Khusus bh 8,750 9,000

3 GENTENG TANAH LIAT

Vlaam bh 1,200 1,000

Kodok bh 1,350 1,500

Kodok Glasur bh 2,400 2,500

Nok kerpus Kodok bh 4,500 4,000

Nok kerpus Kodok Glasur bh 8,600 7,500

Plentong super besar bh 4,000

Nok kerpus plentong super bh 9,000 8,750

4 GENTENG KACA

Vlaam tebal 3 mm bh 6,000 5,000

Vlaam tebal 5 mm bh 6,700

Kodok tebal 3 mm bh 5,500 6,300

Kodok tebal 5 mm bh 6,200

5 ASBES GELOMBANG BESAR

Asbes 6 1/2

. 200 cm X 110 cm X 5 mm bh 70,000

. 250 cm X 110 cm X 5 mm bh 79,000

. 225 cm X 110 cm X 5 mm bh 74,000

. 200 cm X 110 cm X 6 mm bh 58,500

. 225 cm X 110 cm X 6 mm bh 63,000

. 250 cm X 110 cm X 6 mm bh

Asbes 14 (Asbes Gelombang Kecil)

. 150 cm X 105 cm X 4 mm bh 35,000

. 180 cm X 105 cm X 4 mm bh 44,000

. 210 cm X 105 cm X 4 mm bh

. 240 cm X 105 cm X 4 mm bh

. 270 cm X 105 cm X 4 mm bh

. 300 cm X 105 cm X 4 mm bh

6 ASBES PLAT

Jabes Plat

. 100cm X 100 cm X 3 mm bh

bh

. 100cm X 100 cm X 4 mm bh 14,250

. 50 cm X 200 cm X 2,8 mm bh 12,500

. 40 cm X 200 cm X 2,8 mm bh 10,000

Jabes nok

. Kerpus Asbes 1050x300x4 bh 22,000

. Stel Besar bh 45,000

. Paten Besar bh 38,000

Nokstel gelombang harflex

. Stel Besar bh 41,500

. Patent Besar 30x116x0,6 bh 20,000

. Plat besar 120x240x0,4 bh 55,000

7 FIBRE GLASS (JABES)

180 X 92 cm bh 55,000

200 X 92 cm bh

250 X 92 cm bh 65,000

180 X 105 cm bh 40,000

200 X 105 cm bh 42,000

250 X 105 cm bh 47,000

8 SENG PLAT

BJLS 0,18 lbr 55 m'

BJLS 0,20 x 90 m'

BJLS 0,28 m' 35,000 37,000

BJLS 0,30 x 90 m'

9 SENG GELOMBANG

BJLS 0,18 panjang 180 cm lbr 45,000 42,000

BJLS 0,20 panjang 180 cm lbr 57,500 55,000

BJLS 0,30 panjang 180 cm lbr 60,000

BJLS 0,40 panjang 180 cm lbr 65,000

10 LAIN-LAIN

III . B A H A N K A Y U

1 JATI Papan m3 21,000,000

Balok/pesagen m3 18,000,000

2 KAMPER Papan 2X20X400 m3 5,500,000 5,750,000

Balok/pesagen m3 4,750,000

3 KRUING Papan 2X20X400 m3

Balok/pesagen 4X6X400 m3

4 MERANTI Papan 2X20X400 m3

Balok/pesagen 6X12X400 m3

5 LANAN/ Papan 2X20X200 m3 850,000

SENGON Balok/pesagen 5X7X400 m3 750,000

6 BENGKIRAI Papan 2X20X400 m3 5,500,000

Balok/pesagen 6X12X400 m3 4,900,000

7 DOLKEN

Sedang 8 x 10 x 400 cm bt

Kecil 6 x 7 x 400 cm bt 12,000

Besar 10 x 12 x 400 cm bt

Kayu cetakan m3 650,000 550,000

Kayu bakar m3

Bambu bt 10,000

IV . BAHAN PENUTUP DINDING / LANTAI

1 UBIN (TEGEL BIASA)

PC polos 30 X 30 cm m2

20 X 20 cm m2 22,500

PC warna 30 X 30 cm m2 26,000

20 X 20 cm m2 25,000

Teraso 30 X 30 cm m2 43,000

20 X 20 cm m2

2 TEGEL PLINT

PC warna 10 X 20 cm bh 5,500

PC abu-abu 15 x 20 bh 6,000

3 POLIS UBIN Lantai/badan m' 4,000

Plint m' 750

Trap m' 1,000

4 PASANG ALDAS DECORATIVE STONE m2

5 UBIN PORSELIN

Lokal 11 X 11 putih dos 27,000 29,000

11 X 11 warna dos 29,000 32,000

Lokal 15 X 15 putih dos 31,000 35,000

15 X 15 warna dos 32,000 33,000

6 MOZAIK PORSELIN

10 X 20 cm (diamond) m2 30,000 31,000

15 X 15 cm (diamond) m2 33,000

20 X 20 cm (diamond) m2 34,000 31,000

20 X 25 cm (diamond) m2 33,000

7 Keramik 30 X 30 cm m2 34,000

20 X 20 cm m2 33,000

33 x 33 cm m2 30,000

25 x 25 cm m2 32,000

15 x 20 cm m2 30,000

8 KARPET Classic Bali m2 350,000 360,000

lbr 4 m Nobel Long Life m2 150,000 170,000

Classic Hercules m2 300,000 310,000

9 VYNIL

Vynil Asbes 30 X 30 cm bh 3,000

Vynil Wall Covering 50 cm bh

10 Parquet Jati m2 145,000

11 Batu Maros m2 80,000

12 Batu Tempel Hitam m2 65,000

13 GRANITO 40 x 40 cm m2 210,000

60 x 60 cm m2 200,000

Marmer m2 370,000 360,000

V . B A H A N C E T A K

1 BUIS BETON Ø 15 cm - 100 cm bh

Ø 20 cm - 100 cm bh 18,000 20,000

Ø 30 cm - 100 cm bh 30,000 32,000

Ø 50 cm - 100 cm bh 50,000 55,000

Ø 60 cm - 100 cm bh 75,000

Ø 70 cm - 100 cm bh 90,000

U 10 cm - 100 cm bh 12,000

U 15 cm - 100 cm bh 16,000

U 20 cm - 100 cm bh 18,000 20,000

U 30 cm - 100 cm bh 28,000

U 50 cm - 100 cm bh 41,000

2 LUBANG ANGIN (ROSTER) PC + PASIR

10 X 20 cm bh 5,000

20 X 20 cm bh 4,500 5,000

25 X 25 cm bh 5,500 5,500

30 X 30 cm bh

15 X 25 cm bh 6,500

15 X 30 cm bh 7,500

VI . B A H A N B E S I

1 BESI BETON Ø 4 mm - 12 m btg

Ø 6 mm - 12 m btg

Ø 8 mm - 12 m btg

Ø 10 mm - 12 m btg

Ø 12 mm - 12 m btg

Ø 16 mm - 12 m btg

Ø 19 mm - 12 m btg

Ø 25 mm - 12 m btg

besi beton polos kg 12000/btg

besi beton prestress kg 22500/btg

besi beton ulir kg 50000/btg

2 BESI PLAT 3 ' X 6 ' tebal 0,6 mm lbr 64,616 62,000

4 ' X 8 ' tebal 0,8 mm lbr 153,340 153,000

4 ' X 8 ' tebal 1,4 mm lbr 270,600 270,000

Besi Strip kg 10,000

3 BESI PROFIL Kanal UNP - 10 cm btg

Kanal UNP - 12 cm btg

Kanal UNP - 15 cm btg

Kanal UNP - 20 cm btg

Kanal IWF - 15 cm kg

Kanal IWF - 20 cm kg

Besi Profil kg 10,500

4 JARING - JARING BAJA

Diameter 4 - 15 kg 13,600 13,000

Diameter 6 - 15 kg 13,000

5 BESI SIKU L 40 X 40 X 4 7,500 btg 108,750 105,000

L 50 X 50 X 5 btg 168,750 170,000

L 60 X 60 X 6 btg 243,750 240,000

6 KAWAT - Ikat beton/bendrat kg

- Harmonika 12 X 45 mm m2 9,000 12,500

- Harmonika 12 X 24 mm m2 8,000 12,000

- Harmonika 14 X 30 mm m2 12,750 10,000

- Harmonika 14 X 35 mm m2 13,500 13,000

- Kawat Nyamuk Nylon m2 10,000 7,500

- Kawat Kasa m2 10,000 7,500

- Saringan pasir m2

- Kawat loket m2 7,000

- Kawat duri rol

- Kawat bronjong kg 18,500

VII . B A H A N P I P A

1 Pipa PVC SII SCJ , S - 12,5 (10 bar)

Pipa PVC DN 20 ( ½" ) AW JIS m'

Pipa PVC DN 25 ( ¾" ) AW JIS m'

Pipa PVC DN 32 ( 1" ) AW JIS m'

Pipa PVC DN 40 ( 1½" ) m' 55,000

Pipa PVC DN 63 ( 2" ) m'

Pipa PVC DN 90 ( 3" ) m' 130,000

Pipa PVC DN 110 ( 4" ) m' 220,000

Pipa PVC DN 160 ( 6" ) m' 465,000

Pipa PVC DN 200 ( 8" ) m' 700,000

Pipa PVC DN 250 ( 10" ) m'

Pipa PVC DN 315 ( 12" ) m' 1,550,000

3 Pipa Medium B Galvanis - SII

Pipa Medium B Galvanis DN ½" m' 85,000

Pipa Medium B Galvanis DN 25 ( ¾" ) m'

Pipa Medium B Galvanis DN 32 ( 1" ) m' 130,000

Pipa Medium B Galvanis DN 50 ( 1½" ) m' 185,000

Pipa Medium B Galvanis DN 63 ( 2" ) m'

Pipa Medium B Galvanis DN 2½" m'

Pipa Medium B Galvanis DN 90 ( 3" ) m' 470,000

Pipa Medium B Galvanis DN 110 ( 4" ) m' 600,000

Pipa Medium B Galvanis DN 160 ( 6" ) m'

Pipa Medium B Galvanis DN 200 ( 8" ) m'

Pipa Medium B Galvanis DN 250 ( 10") m'

VIII . B A H A N L A N G I T - L A N G I T

1 AKUSTIK-uk : 30 X 30 lbr 4,000

30 X 60 lbr 13,500

40 X 40 lbr 37,000

List Kayu Profil 2 x 3 m' 4,000

2 SOFT BOARD-uk: 4'X 8'

Gypsum tebal 9 mm lbr 55,000

3 HARD BOARD-uk: 4'X 8' lbr 65,000

4 PLY WOOD

Teak wood

90 X 210 X 3 mm lbr

. 120 X 240 X 3 mm lbr 95,000

. 90 X 210 X 4 mm lbr

. 90 X 210 X 9 mm lbr 150,000 145,000

. 90 X 210 X 12 mm lbr 170,000

. 90 X 210 X 15 mm lbr 230,000

. 90 X 210 X 18 mm lbr 280,000

Tripleks

. 120 X 240 X 3 mm lbr

. 120 X 240 X 4 mm lbr 52,000

. 120 X 240 X 6 mm lbr 65,000

Multipleks

. 120 X 240 X 9 mm lbr 105,000

. 120 X 240 X 12 mm lbr 145,000

. 120 X 240 X 15 mm lbr

. 120 X 240 X 18 mm lbr 185,000

Formika ukuran pintu lbr 45,000

IX . B A H A N F I N I S H I N G

1 KAYU

Menie kg 12,500 18,000

Dempul plamur kg 15,000

Ambril/amplas lbr

Batu Apung kg 5,000

Cat dasar kg 12,000

. Emco kg 35,000

. Yunior 66 (nippon paint) kg 27,000

. Decolux kg 38,000

. Sirlax ons

. Spiritus ltr 8,000

. Plitur jadi ltr

. Herotex ltr

2 TEMBOK

Kalkarium kg 6,000

Kapur sirih kg 4,000

Plamur kg 8,500 7,500

Cat Tembok kg 10,000

Sintex 5 kg 60,000

Danabride 5 kg 65,000

Catylac 5 kg

Mowilex 5 kg 100,000 85,000

3 BESI

Menie kg

Cat mengkilat kg

Cat dasar kg 12,500

Thinner A ltr 7,500

Minyak cat ltr

Thinner Super ltr 8,500 8,000

Residu (teer/aspal) blek 47,500

Fibre glass (tanki air)

kapasitas 550 liter. bh

kapasitas 1100 liter. bh

Lem Aica Aibon kg 32,000

X . B A H A N K A C A

1 POLOS

3 mm m2

5 mm m2

2 ES KABUR 2 mm m2

3 mm m2 65,000

5 mm m2 70,000

3 RAY BAND 3 mm m2

5 mm m2 65,000

XI . BAHAN INSTALASI LISTRIK

1 KABEL LISTRIK

N Y A : . 1 X 1 1/2 mm2 m' 3,500

SPLN LMK 1LMK 1 X 2 1/2 mm2 m'

. 1 X 4 mm2 m' 5,200

1 X 6 mm2 m' 7,200

N Y Y : . 2 X 1 1/2 mm2 m' 9,600

SPLN 42-1LMK 2 X 2 1/2 mm2 m' 10,500

. 2 X 4 mm2 m' 17,200

2 X 6 mm2 m' 21,800

3 X 1 1/2 mm2 m' 11,750

3 X 2 1/2 mm2 m' 16,500

3 X 4 mm2 m' 21,000

3 X 6 mm2 m' 29,000

N Y M : . 2 X 1 1/2 mm2 m' 7,500

SPLN 42-2LMK 2 X 2 1/2 mm2 m' 10,200

. 2 X 4 mm2 m' 13,700

3 X 1 1/2 mm2 m' 9,200

3 X 2 1/2 mm2 m' 12,200

3 X 4 mm2 m' 17,800

3 X 6 mm2 m' 24,300

2 SKAKELAR

Out bauw . Seri bh

. Engkel bh

In bauw . Seri bh 15,000

. Engkel bh 11,000

3 FUSE BOX (SEKERING KASA)

1 group bh 24,000

2 group bh 32,000

3 group bh 57,000

4 STEKER - Biasa bh 11,000

Arde bh 14,500

T Biasa bh

T dengan Arde bh

5 FITING Flaon bh 8,500

Gantung bh 9,000

Kap bh 12,500

Kombinasi bh 13,000

6 STOP KONTAK - Arde Outbow putih bh

Arde Outbow hitam bh 8,000 7,000

Arde IB bh 12,500

Arde Putar bh 39,000

XII . ALAT - ALAT PENGUNCI & PENGGANTUNG

1 KUNCI TANAM Union : 1 X slag bh 40,000 45,000

2 X slag bh 50,000 55,000

Yale : 1 X slag bh 80,000

2 X slag bh 135,000

Kuda : 1 X slag bh

2 X slag bh

2 ENGSEL DAN GERENDEL

Engsel Angin bh 15,000

Kupu-kupu biasa bh

Nylon kupu-kupu bh 6,000 5,000

Espagnoled - dalam negeri bh 30,000

Grendel Tanam luar negeri bh 7,500

Grendel biasa bh

Kait Angin bh 5,000

Door Stop bh

XIII . BAHAN SANITAIR

1 KLOSET DUDUK bh

bh

2 KLOSET JONGKOK

bh 95,000

bh

3 WASTAFEL PEDESTAL 7,5 liter

bh 500,000

bh 400,000

4 WASTAFEL MEJA OVAL

700,000

bh 550,000

5 WASTAFEL GANTUNG BULAT

bh 275,000

bh 215,000

6 WASTAFEL GANTUNG SUDUT

bh 240,000

7 WASTAFEL GANTUNG SUDUT KECIL

bh 210,000

8 WASTAFEL BAK CUCI

bh

9 TEMPAT SABUN GANTUNG

bh 27,500

bh 17,500

10 TEMPAT SABUN TANAM

bh 22,500

bh 12,500

11 SEPTIC TANK (ETERNIT GRESIK)

12 LAIN - LAIN

Kran Air bh

Seal tape bh

Floor drain bh 30,000

XIV . ALAT PENGIKAT KAYU

1 PAKU - ukuran 1" s/d 4" kg

2 PAKU - payung kg

3 PAKU - sekrup doos

4 PAKU - beton doos 12,500

5 MUR BAUT (kuda-kuda) kg

6 ANGKUR BAUT KG

7 LEM KAYU bh 20,000

8 Tali Ijuk kg 6,000

XV . POMPA AIR.

1 POMPA AIR TANGAN

Dragon buatan Korea bh

Dragon buatan Jepang bh

Dragon buatan Indonesia bh 200,000

2 POMPA AIR LISTRIK

Sanyo 100 watt bh 325,000 295,000

Fuji 250 watt bh 850,000

Shimizu . 125 watt bh 285,000 265,000

. 90 watt bh 225,000

D a b . 125 watt bh 250,000 150,000

. 175 watt bh 320,000 270,000

. 200 watt bh 580,000

. 250 watt bh 715,000

. 375 watt bh

. 500 watt bh 2,300,000

X VI . PAVING BLOCK

1 SQUARE Abu-abu m2 32,000 35,000

Merah/hitam m2 40,000

2 HOLLAND Abu-abu m2 36,000 35,000

Merah/hitam m2 41,000 40,000

3 UNIDECOR Abu-abu m2 31,500 35,000

Merah/hitam m2 34,000 40,000

4 U N I Abu-abu m2 37,000 35,000

Merah/hitam m2 42,000 40,000

5 TRIHEX Abu-abu m2 31,500 35,000

Merah/hitam m2 34,000 40,000

6 OLYMPIA HEXA Abu-abu m2 31,500 35,000

Merah/hitam m2 40,000

7 HEXAGONAL Abu-abu m2 37,000 35,000

Merah/hitam m2 42,000 40,000

8 CASTLE Abu-abu m2 32,000 35,000

Merah/hitam m2 40,000

9 TRAPEZ Abu-abu m2 33,500 35,000

Merah/hitam m2 40,000

10 TRAPEZ GRASS BLOCK

Abu-abu m2 41,000

Merah/hitam m2

11 STANDARD GRASS BLOCK ABU-ABU m2 39,000 48,000

12 BATACO bh 2,650 2,000

13 KANSTIN bh

XVII. L A I N - L A I N

1 KREI 25 MM m2 40,000

2 Sliding Pintu J3 btg

Sliding Pintu J4 btg 185,000

Sliding Pintu J5 btg

3 Naco per Daun bh 7,000

4 Rolling door Besi m2 230,000

Rolling door Almunium m2 215,000

5 Awning Almunium m2 190,000

6 Kusen Almunium 4" Putih m' 75,000

Kusen Almunium 4" Coklat m' 85,000 90,000

Kusen Almunium 3" Putih m'

7 H. BLOM

150 X 150 X 6,5 X 10 X 12 btg 2,872,800

8 WIDE FLANGE BEAM

150 X 75 X 5 X 7 X 12 7,000 btg 1,176,000 1,170,000

175 X 90 X 5 X 8 X 12 btg 1,522,500

200 X 100 X 5,5 X 9 X 12 btg 1,792,000

250 X 125 X 6 X 9 X 12 btg 2,486,400

300 X 150 X 6,5 X 9 X 12 btg 3,083,500

350 X 175 X 7 X 11 X 12 btg 4,166,400

400 X 200 X 8 X 13 X 12 btg 5,560,800

500 X 200 X 10 X 16 X 12 btg 7,525,000

600 X 200 X 11 X 17 X 12 btg 8,904,000

9 ASPAL.

Aspal Pertamina

isi Net 160 Kg drum 975,000 950,000

Hotmix Tebal = 4 Cm m2 65,000 62,000

Hotmix Tebal = 5 Cm m2 70,000 72,000

Hotmix Tebal = 6 Cm m2 80,000 85,000

Hotmix Tebal = 7 Cm m2 90,000 97,000

Binder Course ton 200,000

Wearing Course ton 100,000

Hot Roller Sheet ton 100,000

Sand Sheet ton 110,000

Sand Sheet Emulsi ton 140,000

Cold Mix ton 170,000

Prime / Tack Coard RC liter 6,100 6,700

Prime Coat MC liter 6,100 6,700

Prime / Tack Coat Emulsi liter 6,100 6,700

10 K A C A

Dark Grey 5 mm m2 75,000 80,000

Dark Blue 5 mm m2 95,000 92,000

Dark Blue 6 mm m2 95,000 102,000

Grey Euro / Green 5 mm m2 75,000 82,000

Bronze / Blue / Green 5 mm m2 80,000 85,000

Bronze / Blue / Green 6 mm m2 95,000

Bronze / Blue / Green / Grey 8 mm m2 120,000

11 TIANG PANCANG

Tiang Pancang Beton

Diameter 40 cm m'

Diameter 45 cm m'

Diameter 50 cm m'

Tiang Pancang Baja

Diameter 40 cm, t = 12 mm m'

Diameter 50 cm, t = 12 mm m'

12 PAGAR BRC.

Pagar BRC 90 A2 /lb

Pagar BRC 120 A2 /lb

Pagar BRC 175 A3 /lb

Pagar BRC 190 A3 /lb

Tiang BRC lengkap P.90-0 1 1/2" /bt 100,000

Tiang BRC lengkap P.120-0 1 1/2" /bt 110,000

Tiang BRC lengkap P.175-0 1 1/2" /bt 135,000

Tiang BRC lengkap P.190-0 1 1/2" /bt 145,000

BRC Single gate sg 90 T1 /unit 270,000

BRC Single gate sg 120 T1 /unit 320,000

BRC Single gate sg 175 T1 /unit 360,000

BRC Single gate sg 190 T1 /unit 695,000

BRC Double gate sg 90 T1 /unit 320,000

BRC Double gate sg 120 T1 /unit 470,000

BRC Double gate sg 175 T1 /unit 770,000

BRC Double gate sg 190 T1 /unit 840,000

13. LAIN-LAIN

Minyak Beton & bekisting ltr 12,000 10,500

Pintu Lipat Besi m2

Sunscreen Allumunim m2

Allumunium Foil m2 4,500

Soda api kg 12,000

Sabun kg 12,000

Koas bh 3,500

Koas Alang-alang ikat 1,250

Air m3 8,000

Solar ltr 5,450

Bensin ltr 5,010

Pelumas ltr 35,000

D A F T A R U P A H P E K E R J A

S U M B E R D A T A : P A S A R A N B E B A S

D A E R A H : KOTA SEMARANG

-

HARGA

NO. J E N I S B A H A N SAT

1 2

1 P e k e r j a Hr 32,000

2 M a n d o r Hr 42,000

3 T u k a n g l i s t r i k Hr 40,000

4 T u k a n g k a y u Hr 40,000

5 K e p . t k . k a y u Hr 47,000

6 T u k a n g b a t u Hr 40,000

7 K e p . t k . b a t u Hr 45,000

8 T u k a n g b e s i Hr 40,000

9 K e p . t k . b e s i Hr 45,000

10 T u k a n g c a t Hr 42,000

11 K e p . t k . c a t Hr 40,000

12 T u k a n g p l i t u r Hr 42,000

13 T u k a n g j a l a n Hr 37,000

14 T u k a n g g a l i Hr 33,500

15 Tukang masak aspal Hr 33,500

16 T k . l e i d e n g Hr 40,000

17 M a s i n i s Hr 45,000

18 P e m b . M a s i n i s Hr 37,000

19 P e n j a g a a p i Hr 37,000

20 P e n j a g a m a l a m Hr 30,000

21 Sopir Hr 45,000

22 Pembantu Sopir Hr 30,000

SEWA PERALATAN

S U M B E R D A T A : P A S A R A N B E B A S

D A E R A H : KOTA SEMARANG

HARGA

NO. J E N I S B A H A N SATUAN Smb I

(Rp) (Rp)

1 2 3

1 Dump Truck Jam 145,000

2 Truk Bak Terbuka Jam 90,000

3 Truk Tanki Air Jam 120,000

4 Bulldozer Jam 410,000

5 Motor Grader Jam 270,000

6 Wheel Loader Jam 200,000

7 Excavator Jam 320,000

8 Crane Jam 165,000

9 Trailler Jam 110,000

10 Mesin Gilas Tandem 6 - 10 ton Jam 130,000

11 Mesin Gilas 3 roda 6 - 10 ton Jam 75,000

12 Mesin Gilas Roda Karet 8 - 10 ton Jam 225,000

13 Vibratory Roller Jam 175,000

14 Vibro roller 1 ton Jam 60,000

15 Water Pump Jam 20,000

16 Asphalt Sprayer Jam 50,000

17 Pick Up Jam 70,000

18 A M P Jam 940,000

19 Asphalt Finisher Jam 2,200,000

20 Concrete Vibrator Jam 385,000

21 Compressor Jam 50,000

22 Concrete Mixer Jam 85,000

23 Stamper Jam 15,000

24 Genset Jam 75,000

25 Alat Pengecat Marka Jam 60,000

26 Mesin Las hari 90,000

D A F T A R H A R G A S A T U A N B A H A N B A N G U N A N

EDISI Maret 2013

HARGA

AA AL

5

105,000

110,000 120,000

145,000

150,000 140,000 135,000

155,000 145,000

75,000

90,000

180,000

175,000 170,000 160,000

175,000 165,000 160,000

125,000 130,000

220,000

350

75,000 80,000

135,000

130,000 135,000

40,000 50,000

40,000 30,000

170,000

115,000

41,000 40,500

51,000

42,000

51,000

65,000 57,500

70,000 76,000 71,875 72000

9,000 10,500

150,000

3,500

4,300 4,000

5,000

4,200

4,500

9,500

3,500

8,000

7,000

65,000

82,500

76,000

56,000

64,000

71,000 69,000

37,000

42,000

51,000 48,000 51,500

57,000 58,500

65,000 63,000

72,000 73,500

12,000 11,000

13,500 14,500

11,500 12,000 11,000

11,000

21,000 19,000

40,000

39,000

37,500

18,000

52,000

60,000

60,000 70,000

72,000

42,500

45,000

50,000

25,000 27,000

30,000 27,500

42,000 45,000

57,000

63,500

72,000

25,000,000

17,500,000

5,800,000

5,000,000

4,250,000 4,500,000

3,500,000 4,000,000 4,000,000

3,500,000 4,000,000

3,500,000 3,600,000

1,000,000 900,000

850,000 800,000

5,750,000 6,000,000

5,000,000 5,500,000 5,000,000

16,000 18,000

14,000 16,000

23,000 26,000

130,000 150,000

7,000

22,500 27,500

20,000

24,000

23,000

40,000

5,000

4,500

5,000

1,000

1,250

31,000 32,000

29,000 30,000

32,000

35,000

31,000

35,000 35,000 34,000

35,000 34,000

35,000 35,000

35,000 32,000

4,000

150,000

75,000

70,000

200,000

215,000

15,000 17,500

60,000

80,000

10,000

14,000 14,000

26,000

46,000

5,000 4,000

5,000

6,000 6,000

10,000 7,000

7,250

7,000

9,000 8,000

14,000 12,000

9,500 10,000

65,000

155,000

275,000

10,500

11,000

13,500

110,000

165,000

245,000

12,500 13,500

8,500 10,000

9,000

70,000 65,000

18,000

20,000 18,000

22,000 24,000

27,500 30,000

56,200 60,000

65,000 80,000

150,000

200,000

400,000

723,750 725,000

1,060,000 1,030,000

1,500,000

80,000

120,000 125,000

135,000

195,000

225,000 235,000

290,000 380,000

480,000

585,000

3,500

14,000

36,000

5,000

60,000

70,000

75,000 72,000

100,000

60,000 55,000

175,000

240,000

270,000

39,000 42,000

49,000

70,000 65,000

105,000 115,000

140,000

170,000 180,000

180,000

50,000

15,000 15,000

12,000

3,000 2,500 2,500

4,500 5,000

13,000

37,000

30,000

40,000

7,200 7,000

8,500 8,000

35,000 32,000

6,500

4,000 4,500

10,500 9,000

12,400

55,000

62,500

65,000 67,000

15,000 15,000 18,000 15,000 15,000

37,000 35,000

13,000

8,000

7,000 7,500

7,500 9,000 8,000

50,000 50,000

650,000 560,000

930,000 1,150,000

30,000

50,000 55,000

62,500 60,000

60,000

65,000 65,000

60,000 65,000

70,000

3,200

3,500 3,800

4,700

6,900

9,500

10,700

16,700

21,000

12,200

16,300

20,500

28,000

7,000

10,000

14,000

9,000

12,500

18,000

24,500

21,000 17,500

15,000 13,000

13,000

10,500

25,000

35,000

55,000

10,000

16,500

12,500 12,000

15,000 16,500

7,500

7,500

15,000

16,000

12,500 15,000

14,500

35,000

75,000 80,000

125,000 125,000

45,000 50,000

60,000 55,000

16,000

2,250 2,500

7,500 7,500

32,000

8,250

10,000 7,500

15,000 5,000

15,000 10,000

950,000 850,000

85,000

650,000

600,000

750,000

600,000

300,000

220,000

250,000

230,000

175,000 160,000

30,000

20,000

16,000 20,000 18,000

15,000 11,000

22,000 15,000

2,000 2,500

25,000

13,000 12,000

20,000 18,000

7,500 5,000

12,000 10,000

20,000 15,000

20,000 15,500

18,000

6,000 7,500 6,000

190,000

475,000

900,000

350,000

218,000

215,000

281,000

600,000

725,000

35,000 30,000 37,500

40,000 38,000

35,000 35,000

40,000 39,000

35,000 30,500

40,000 33,000

35,000 35,000

40,000 41,000

35,000 30,000

40,000 33,000

35,000 31,000

40,000

35,000 35,500

40,000 40,000

35,000 30,000

40,000

35,000 31,500

40,000

42,000 42,000

38,000

2,250

5,500

45,000

185,000 200,000

200,000

7,500

235,000

220,000

185,000

80,000

1,200,000

210,000

120,000

115,000

125,000

150,000

175,000

125,000

150,000 165,000

175,000 180,000

675,000

400,000

460,000

775,000

500,000

570,000

830,000

930,000

235,000 225,000

210,000 220,000

5,500

12,500

12,500

4,000

1,500

7,500

5,900

5,170

32,000

D A F T A R U P A H P E K E R J A

EDISI Maret 2013

HARGA

30,000

45,000

42,000

42,000

45,000

40,000 42,000

40,000 45,000

40,000 42,000

40,000 45,000

40,000

40,000 45,000

40,000

35,000

30,000

35,000

42,000

42,000

35,000

35,000

32,000

45,000

30,000 32,000

SEWA PERALATAN

EDISI Maret 2013

HARGA

bm

150,000

95,000

125,000

425,000

280,000

190,000

300,000

175,000

125,000

140,000

80,000

240,000

190,000

75,000

25,000

60,000

80,000

950,000

2,500,000

375,000

45,000

80,000

17,000

70,000

50,000

95,000

HARGA

MINIMUM MAKSIMUM

(Rp) (Rp)

9 10

100,000 105,000

110,000 120,000

135,000 145,000

135,000 150,000

150,000 145,000 155,000

70,000 75,000 70000 1.25

80,000 90,000

175,000 180,000

160,000 175,000

160,000 175,000

125,000 130,000

210,000 220,000

320 360

- -

75,000 80,000

125,000 135,000

130,000 135,000 1.25 40,000 50,000

30,000 40,000

170,000 185,000

110,000 115,000

- -

1,025 40,500 41,000

50,000 51,000

41,000 42,000

50,000 51,000

1,438 1,438 65,000

70,000 76,000

9,000 10,500

- -

- -

- -

140,000 150,000

- -

3,250 3,500

4,000 4,300

4,500 5,000

3,800 4,200

4,100 4,500

8,750 9,500

- -

1,000 1,200

1,350 1,500

2,400 2,500

4,000 4,500

7,500 8,600

3,500 4,000

8,750 9,000

- -

5,000 6,000

6,700 8,000

5,500 6,300

6,200 7,000

- -

- -

- -

65,000 70,000

79,000 82,500

74,000 76,000

56,000 58,500

63,000 64,000

69,000 71,000

- -

- -

35,000 37,000

42,000 44,000

48,000 51,500

57,000 58,500

63,000 65,000

72,000 73,500

- -

- -

- -

11,000 12,000

- -

13,500 14,500

- -

11,000 12,500

10,000 11,000

- -

- -

19,000 22,000

40,000 45,000

38,000 39,000

- -

37,500 41,500

18,000 20,000

52,000 55,000

- -

55,000 60,000

60,000 70,000

65,000 72,000

40,000 42,500

42,000 45,000

47,000 50,000

- -

25,000 27,000

27,500 30,000

35,000 37,000

42,000 45,000

- -

42,000 45,000

55,000 57,500

60,000 63,500

65,000 72,000

- -

- -

- -

21,000,000 25,000,000

17,500,000 18,000,000

- -

5,500,000 5,800,000

4,750,000 5,000,000

- -

4,250,000 4,500,000 4027778 5625000

3,500,000 4,000,000 1

- - 116000 67500

3,500,000 4,000,000 0.0288 0.012

3,500,000 3,600,000 6/12/2004 34.722222 83.3333333

- -

850,000 1,000,000

750,000 850,000 6093750 5902777.78

- - 97500 170000

5,500,000 6,000,000 0.016

4,900,000 5,500,000 62.5

- -

- -

16,000 18,000

12,000 16,000

23,000 26,000

550,000 650,000

130,000 150,000

7,000 10,000

- -

- -

- -

22,500 27,500

20,000 22,500

24,000 26,000

23,000 25,000

40,000 43,000

- -

- -

- -

5,000 5,500

- -

4,500 6,000

4,000 5,000

750 1,000

1,000 1,250

- -

- -

- -

- -

27,000 29,000

29,000 32,000

31,000 35,000

32,000 33,000

- -

- -

30,000 32,000

29,000 33,000

31,000 34,000

33,000 35,000

31,000 34,000

33,000 35,000

30,000 35,000

32,000 35,000

30,000 35,000

- -

350,000 360,000

150,000 170,000

300,000 310,000

- -

- -

3,000 4,000

- -

- -

145,000 150,000

- -

75,000 80,000

- -

65,000 70,000

- -

200,000 210,000

200,000 215,000

360,000 370,000

- -

- -

15,000 17,500

18,000 20,000

30,000 32,000

50,000 55,000

75,000 60,000 75,000

80,000 90,000

10,000 12,000

14,000 16,000

18,000 20,000

26,000 28,000

41,000 46,000

- -

- -

4,000 4,000 5,000

4,500 5,000

5,500 6,000

7,000 10,000

6,500 7,250

7,000 7,500

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

- -

8,000 9,000

12,000 14,000

9,500 10,000

- -

62,000 65,000

153,000 155,000

270,000 275,000

10,000 10,500

- -

- -

- -

- -

- -

- -

- -

10,500 11,000

- -

- -

13,000 13,600

13,000 13,500

- -

105,000 110,000

165,000 170,000

240,000 245,000

- -

12,500 13,500

9,000 12,500

8,000 12,000

10,000 12,750

13,000 13,500

7,500 10,000

7,500 10,000

9,000 8,500 10,000

7,000 9,000

65,000 70,000

18,000 18,500

- -

- -

- -

18,000 20,000

22,000 24,000

27,500 30,000

55,000 60,000

65,000 80,000

130,000 150,000

200,000 220,000

400,000 465,000

700,000 725,000

1,030,000 1,060,000

1,500,000 1,550,000

- -

- -

80,000 85,000

120,000 125,000

130,000 135,000

185,000 195,000

225,000 235,000

290,000 380,000

470,000 480,000

585,000 600,000

- -

- -

- -

- -

- -

3,500 4,000

13,500 14,000

36,000 37,000

4,000 5,000

- -

55,000 60,000

65,000 70,000

- -

- -

- -

72,000 75,000

95,000 100,000

55,000 60,000

145,000 150,000

170,000 175,000

230,000 240,000

270,000 280,000

- -

39,000 42,000

49,000 52,000

65,000 70,000

- -

105,000 115,000

140,000 145,000

170,000 180,000

180,000 185,000

45,000 50,000

- -

- -

- -

12,500 18,000

12,000 15,000

2,500 3,000

4,500 5,000

12,000 13,000

35,000 37,000

27,000 30,000

- -

38,000 40,000

7,000 7,200

8,000 8,500

32,000 35,000

- -

- -

- -

6,000 6,500

4,000 4,500

7,500 10,500

10,000 12,400

55,000 60,000

62,500 65,000

- -

65,000 67,000

85,000 100,000

- -

- -

15,000 18,000

35,000 37,000

12,500 13,000

7,500 8,000

7,000 7,500

7,500 9,000

47,500 50,000

- -

560,000 650,000

930,000 1,150,000

30,000 32,000

- -

- -

- -

50,000 55,000

60,000 62,500

- -

- -

- -

- -

60,000 65,000

65,000 70,000

- -

60,000 65,000

65,000 70,000

- -

- -

- -

- -

- -

3,200 3,500

3,500 3,800

4,700 5,200

6,900 7,200

9,500 9,600

10,500 10,700

16,700 17,200

21,000 21,800

11,750 12,200

16,300 16,500

20,500 21,000

28,000 29,000

7,000 7,500

10,000 10,200

13,700 14,000

9,000 9,200

12,200 12,500

17,800 18,000

24,300 24,500

- -

- -

17,500 21,000

13,000 15,000

13,000 15,000

10,500 11,000

- -

- -

24,000 25,000

32,000 35,000

55,000 57,000

- -

10,000 11,000

14,500 16,500

12,000 12,500

15,000 16,500

- -

7,500 8,500

7,500 9,000

12,500 15,000

13,000 16,000

- -

12,500 15,000

7,000 8,000

12,500 14,500

35,000 39,000

- -

- -

40,000 45,000

50,000 55,000

75,000 80,000

125,000 135,000

45,000 50,000

55,000 60,000

- -

15,000 16,000

2,250 2,500

5,000 7,500

30,000 32,000

7,500 8,250

7,500 10,000

5,000 15,000

10,000 15,000

- -

- -

850,000 950,000

- -

- -

- -

- -

- -

- -

85,000 95,000

- -

- -

- -

- -

500,000 650,000

400,000 600,000

- -

- -

700,000 750,000

550,000 600,000

- -

- -

- -

275,000 300,000

215,000 220,000

- -

- -

240,000 250,000

- -

- -

210,000 230,000

- -

- -

160,000 175,000

- -

- -

27,500 30,000

17,500 20,000

- -

- -

16,000 22,500

11,000 15,000

- -

- -

- -

- -

- -

- -

15,000 22,000

2,000 2,500

25,000 30,000

- -

- -

- -

12,000 13,000

18,000 20,000

5,000 7,500

10,000 12,500

15,000 20,000

15,500 20,000

18,000 20,000

6,000 7,500

- -

- -

- -

- -

- -

190,000 200,000

- -

295,000 475,000

850,000 900,000

265,000 350,000

218,000 225,000

150,000 250,000

270,000 320,000

580,000 600,000

715,000 725,000

- -

2,300,000 2,300,000

- -

- -

- -

30,000 37,500

38,000 40,000

35,000 36,000

39,000 41,000

30,500 35,000

33,000 40,000

35,000 37,000

40,000 42,000

30,000 35,000

33,000 40,000

31,000 35,000

40,000 40,000

35,000 37,000

40,000 42,000

30,000 35,000

40,000 40,000

31,500 35,000

40,000 40,000

- -

41,000 42,000

- -

38,000 48,000

2,000 2,650

5,500 5,500

- -

- -

40,000 45,000

185,000 200,000

185,000 200,000

- -

7,000 7,500

230,000 235,000

215,000 220,000

185,000 190,000

75,000 80,000

85,000 90,000

- -

- -

2,872,800 2,872,800

- -

1,170,000 1,200,000

1,522,500 1,522,500

1,792,000 1,792,000

2,486,400 2,486,400

3,083,500 3,083,500

4,166,400 4,166,400

5,560,800 5,560,800

7,525,000 7,525,000

8,904,000 8,904,000

- -

- -

950,000 975,000

- -

- -

62,000 65,000

70,000 72,000

80,000 85,000

90,000 97,000

200,000 210,000

100,000 120,000

100,000 115,000

110,000 125,000

140,000 150,000

170,000 175,000

6,100 6,700

6,100 6,700

6,100 6,700

- -

75,000 80,000

92,000 95,000

95,000 102,000

75,000 82,000

80,000 85,000

95,000 95,000

120,000 125,000

- -

- -

- -

- -

- -

- -

- -

- -

- -

150,000 165,000

175,000 180,000

- -

- -

100,000 100,000

110,000 110,000

135,000 135,000

145,000 145,000

270,000 675,000

320,000 400,000

360,000 460,000

695,000 775,000

320,000 500,000

470,000 570,000

770,000 830,000

840,000 930,000

- -

- -

10,500 12,000

225,000 235,000

210,000 220,000

4,500 5,500

12,000 12,500

12,000 12,500

3,500 4,000

1,250 1,500

7,500 8,000

5,450 5,900

5,010 5,170

32,000 35,000

HARGA HARGA

MINIMUM MAKSIMUM

30,000 32,000

42,000 45,000

40,000 42,000

40,000 42,000

45,000 47,000

40,000 42,000

40,000 45,000

40,000 42,000

40,000 45,000

40,000 42,000

40,000 45,000

40,000 42,000

35,000 37,000

30,000 33,500

33,500 35,000

40,000 42,000

42,000 45,000

35,000 37,000

35,000 37,000

30,000 32,000

45,000 45,000

30,000 32,000

HARGA

minimal maksimal

- -

- -

145,000 150,000

90,000 95,000

120,000 125,000

410,000 425,000

270,000 280,000

190,000 200,000

300,000 320,000

165,000 175,000

110,000 125,000

130,000 140,000

75,000 80,000

225,000 240,000

175,000 190,000

60,000 75,000

20,000 25,000

50,000 60,000

70,000 80,000

940,000 950,000

2,200,000 2,500,000

375,000 385,000

45,000 50,000

80,000 85,000

15,000 17,000

70,000 75,000

50,000 60,000

90,000 95,000

No. SNI KODE KOEF SAT. URAIAN PAKERJAAN

1 bh Perbaikan rak arsip (besi lapis powder coating + multipleks)Bahan

18 bh Besi siku powder coating 24 bh siku sudut

4.6 kg mur baut3 lbr multipleks (120 x 240 x 12) mm

Tenaga

0.3 OH Pekerja0.3 OH Tukang Besi

0.03 OH Kepala Tukang0.015 OH Mandor

1 bh Pasang Daun Meja Multipleks 15 mm

Bahan

0.4 lbr Multipleks 120x240 x 15 mm0.05 kg Paku0.25 kg Lem

Tenaga0.15 OH Tukang kayu

0.015 OH Kep. Tukang 0.12 OH Pekerja

0.006 OH Mandor

1 bh Mengganti Daun Meja Multipleks lama dengan Multipleks 15 mm baruBahan dan Tenaga

0.96 m2 Mengelupas multipleks lama1.44 m2 Pasang Multipleks 15 mm

1 m2 Pasang FormikaBahan

0.4 lbr Formika 120 x 240 cm 0.05 kg Paku0.25 kg Lem

Tenaga0.12 OH Tukang kayu

0.012 OH Kep. Tukang 0.1 OH Pekerja

0.005 OH Mandor

1 m2 Pasang Lapis Takon

Bahan

1.1 m2 Takon0.25 kg Lem

Tenaga0.12 OH Tukang kayu

0.012 OH Kep. Tukang 0.1 OH Pekerja

0.005 OH Mandor

1 bh Perbaikan lapis Formika Meja Bahan dan Tenaga

2.43 m2 Pasang lapis Formica

1 bh Pasang lapis takonBahan dan Tenaga

0.96 m2 Pasang lapis takon

1 bh Pasang Teakwood 4 mmBahan

0.4 lbr Teakwood 120x240 x 4 mm0.05 kg Paku0.25 kg Lem

Tenaga0.12 OH Tukang kayu

0.012 OH Kep. Tukang 0.1 OH Pekerja

0.005 OH Mandor

1 bh Perbaikan Teakwood 4 mmBahan dan Tenaga

0.6 m2 Mengelupas teakwood & pembersihan0.6 m2 Pasang teakwood

1 bh Pekerjaan Rangka Meja dan Kursi Kayu JatiBahan

1.2 lbr Kayu Jati1.25 kg Paku

1 kg LemTenaga

18 OH Tukang kayu2 OH Kep. Tukang 6 OH Pekerja

0.3 OH Mandor

1 bh Pasang Pijakan/Sandaran Kaki, Kayu Jati 3/8 cm

Bahan dan Tenaga0.004 m2 Pekerjaan Rangka Meja dan Kursi Kayu Jati

1 bh Pekerjaan Papan Meja Kayu Jati 2/20Bahan

0.024 lbr Papan Kayu Jati0.2 kg Paku0.5 kg Lem

Tenaga1 OH Tukang kayu

0.1 OH Kep. Tukang 0.5 OH Pekerja

0.025 OH Mandor

1 bh Perbaikan Papan Daun Meja Bahan dan Tenaga

0.6 bh Pekerjaan Papan Meja Kayu Jati 2/20

1 bh Pasang Pijakan/Sandaran Kaki, Kayu Jati 3/5 cmBahan dan Tenaga

0.002 m2 Pekerjaan Rangka Meja dan Kursi Kayu Jati

1 bh Pasang Tripleks 4 mmBahan

0.4 lbr Tripleks 4 mm

0.05 kg Paku

Tenaga0.12 OH Tukang kayu

0.012 OH Kep. Tukang 0.1 OH Pekerja

0.005 OH Mandor

1 bh Perbaikan Laci Meja dengan Tripleks 4 mmBahan dan Tenaga

0.6 bh Pasang Tripleks 4 mm

1 bh Perbaikan Laci Meja dengan Tripleks 4 mmBahan dan Tenaga

0.004 bh Pekerjaan Rangka Meja dan Kursi Kayu Jati

1 bh Politur Meja Ukuran 60x160 cmBahan dan Tenaga

4.232 m2 Finishing Politur

1 bh Politur Meja Ukuran 60x160 cmBahan dan Tenaga

2.296 m2 Finishing Politur

2.296 m2 pembersihan meja

1 bh Politur Daun Meja dan Pengecatan Rangka Meja Bahan dan Tenaga

0.75 m2 Pembersihan meja

0.75 m2 Finishing Politur

1.14 m2 Cat Besi

1 bh Perbaikan 1 Buah Sandaran Kursi Bahan dan Tenaga

0.071 m2 Pasangan papan Jati

1 bh Politur 1 Buah Kursi kayu Standart Bahan dan Tenaga

0.936 m2 Menggosok dan mendempul

0.936 m2 Finishing Politur

1 bh Perbaikan 1 Buah Sandaran Kursi Bahan dan Tenaga

0.001 m2 Pasang kayu jati 2/5

1 bh Perbaikan 1 Buah Kaki Kursi Bahan dan Tenaga

0.001 m2 Pasang kayu jati 3/5

1 bh Perbaikan 1 Buah Papan Meja Bahan dan Tenaga

0.108 m2 Pasang papan jati

1 bh Politur 1 Buah Kursi Kayu dengan Meja - Type ABahan dan Tenaga

1.43 m2 Menggosok dan mendempul

1.43 m2 Finishing Politur

1 bh Perbaikan 1 Buah Rangka Dudukan MejaBahan dan Tenaga

0.002 m2 Pasang kayu Jati 3/5

1 bh Perbaikan 1 Buah Papan Meja Bahan dan Tenaga

0.108 m2 Pasang papan Jati

1 bh Politur 1 Buah Kursi Kayu dengan Meja - Type BBahan dan Tenaga

4.08 m2 Menggosok dan mendempul

4.08 m2 Finishing Politur

1 bh Politur Daun Meja dan Pengecatan Rangka Meja Bahan dan Tenaga

0.375 m2 Pembersihan meja

0.375 m2 Finishing Politur

0.862 m2 Cat Besi

1 bh Pasang Formica 1 Buah Papan TulisBahan dan Tenaga

2.88 m2 Pasang tripleks lapis Formica

1 bh Politur 1 Buah Kursi Kayu dengan Meja - Type BBahan dan Tenaga

0.66 m2 Menggosok dan mendempul

0.66 m2 Finishing Politur

1 bh Politur Meja MultipleksBahan dan Tenaga

4.01 m2 Pembersihan meja

4.01 m2 Finishing Politur

1 bh Politur Meja Counter - A

Bahan dan Tenaga7.01 m2 Pembersihan meja

7.01 m2 Finishing Politur

9 bh Pasang Kunci Lemari

1 bh Politur Meja Counter - B

Bahan dan Tenaga6.56 m2 Pembersihan meja

6.56 m2 Finishing Politur

5 bh Pasang Kunci Lemari

1 bh Politur Meja Baca

Bahan dan Tenaga4.08 m2 Pembersihan meja

4.08 m2 Finishing Politur

1 bh Politur Meja Kerja - A

Bahan dan Tenaga2.93 m2 Pembersihan meja

2.93 m2 Finishing Politur

1 bh Politur Meja Kerja - B

Bahan dan Tenaga3.5 m2 Pembersihan meja

3.5 m2 Finishing Politur

1 m2 Pembersihan kaca

Bahan dan Tenaga0.15 org/hr Pekerja

0.0025 org/hr Mandor

HARGA BAHAN/UPAH JUMLAH

MINIMUM MAKSIMUM MINIMUM

Rp Rp Rp

Perbaikan rak arsip (besi lapis powder coating + multipleks) 561262.5

528600

0 0 0

3500 3500 84000

13500 13500 62100

127500 127500 382500

32662.5

42500 42500 12750

57500 57500 17250

62500 62500 1875

52500 52500 787.5

91027.5

76050

167500 167500 67000

13500 13500 675

33500 33500 8375

14977.5

57500 57500 8625

62500 62500 937.5

42500 42500 5100

52500 52500 315

Mengganti Daun Meja Multipleks lama dengan Multipleks 15 mm baru145479.6

15000 15000 14400

91027.5 91027.5 131079.6

66212.5

54050

112500 112500 45000

13500 13500 675

33500 33500 8375

12162.5

57500 57500 6900

62500 62500 750

42500 42500 4250

52500 52500 262.5

78287.5

66125

52500 52500 57750

33500 33500 8375

12162.5

57500 57500 6900

62500 62500 750

42500 42500 4250

52500 52500 262.5

160896.375

66212.5 66212.5 160896.375

75156

78287.5 78287.5 75156

69212.5

57050

120000 120000 48000

13500 13500 675

33500 33500 8375

12162.5

57500 57500 6900

62500 62500 750

42500 42500 4250

52500 52500 262.5

50527.5

15000 15000 9000

69212.5 69212.5 41527.5

25181125

23750375

19750000 19750000 23700000

13500 13500 16875

33500 33500 33500

1430750

57500 57500 1035000

62500 62500 125000

42500 42500 255000

52500 52500 15750

Pasang Pijakan/Sandaran Kaki, Kayu Jati 3/8 cm

100724.5

25181125 25181125 100724.5

621762.5

535450

21500000 21500000 516000

13500 13500 2700

33500 33500 16750

86312.5

57500 57500 57500

62500 62500 6250

42500 42500 21250

52500 52500 1312.5

373057.5

621762.5 621762.5 373057.5

Pasang Pijakan/Sandaran Kaki, Kayu Jati 3/5 cm50362.25

25181125 25181125 50362.25

30437.5

18275

44000 44000 17600

13500 13500 675

12162.5

57500 57500 6900

62500 62500 750

42500 42500 4250

52500 52500 262.5

18262.5

30437.5 30437.5 18262.5

100724.5

25181125 25181125 100724.5

175777.178

41535.25 41535.25 175777.178

118324.934

41535.25 4581.25 95364.934

10000 3450 22960

Politur Daun Meja dan Pengecatan Rangka Meja 55637.4375

10000 10000 7500

41535.25 41535.25 31151.4375

14900 14900 16986

44145.1375

621762.5 621762.5 44145.1375

44571.384

6083.75 6083.75 5694.39

41535.25 41535.25 38876.994

25181.125

25181125 25181125 25181.125

25181.125

25181125 25181125 25181.125

67150.35

621762.5 621762.5 67150.35

Politur 1 Buah Kursi Kayu dengan Meja - Type A68095.17

6083.75 6083.75 8699.7625

41535.25 41535.25 59395.4075

50362.25

25181125 25181125 50362.25

67150.35

621762.5 621762.5 67150.35

Politur 1 Buah Kursi Kayu dengan Meja - Type B194285.52

6083.75 6083.75 24821.7

41535.25 41535.25 169463.82

Politur Daun Meja dan Pengecatan Rangka Meja 32169.51875

10000 10000 3750

41535.25 41535.25 15575.71875

14900 14900 12843.8

190692

66212.5 66212.5 190692

Politur 1 Buah Kursi Kayu dengan Meja - Type B31428.54

6083.75 6083.75 4015.275

41535.25 41535.25 27413.265

206656.3525

10000 10000 40100

41535.25 41535.25 166556.3525

593658.9775

10000 10000 70100

41535.25 41535.25 291162.1025

25821.875 25821.875 232396.875

467180.615

10000 10000 65600

41535.25 41535.25 272471.24

25821.875 25821.875 129109.375

210263.82

10000 10000 40800

41535.25 41535.25 169463.82

150998.2825

10000 10000 29300

41535.25 41535.25 121698.2825

180373.375

10000 10000 35000

41535.25 41535.25 145373.375

6506.25

42500 42500 6375

52500 52500 131.25

JUMLAH

MAKSIMUM

Rp

561262.5

528600

0

84000

62100

382500

32662.5

12750

17250

1875

787.5

91027.5

76050

67000

675

8375

14977.5

8625

937.5

5100

315

145479.6

14400

131079.6

66212.5

54050

45000

675

8375

12162.5

6900

750

4250

262.5

78287.5

66125

57750

8375

12162.5

6900

750

4250

262.5

160896.375

160896.375

75156

75156

69212.5

57050

48000

675

8375

12162.5

6900

750

4250

262.5

50527.5

9000

41527.5

25181125

23750375

23700000

16875

33500

1430750

1035000

125000

255000

15750

100724.5

100724.5

621762.5

535450

516000

2700

16750

86312.5

57500

6250

21250

1312.5

373057.5

373057.5

50362.25

50362.25

30437.5

18275

17600

675

12162.5

6900

750

4250

262.5

18262.5

18262.5

100724.5

100724.5

175777.178

175777.178

18439.75

10518.55

7921.2

55637.4375

7500

31151.4375

16986

44145.1375

44145.1375

44571.384

5694.39

38876.994

25181.125

25181.125

25181.125

25181.125

67150.35

67150.35

68095.17

8699.7625

59395.4075

50362.25

50362.25

67150.35

67150.35

194285.52

24821.7

169463.82

32169.51875

3750

15575.71875

12843.8

190692

190692

31428.54

4015.275

27413.265

206656.3525

40100

166556.3525

593658.9775

70100

291162.1025

232396.875

467180.615

65600

272471.24

129109.375

210263.82

40800

169463.82

150998.2825

29300

121698.2825

180373.375

35000

145373.375

6506.25

6375

131.25