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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
document.xls 4 Bahan 2013
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
document.xls 5 Bahan 2013
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
document.xls 6 Bahan 2013
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
document.xls 7 Bahan 2013
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
document.xls 8 Bahan 2013
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" )
document.xls 9 Bahan 2013
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"
document.xls 10 Bahan 2013
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
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
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
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
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
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
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
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
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