Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

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ANALISA HARGA SATUAN S.N.I NO. U R A I A N KOEF SAT HARGA SAT upah JUMLAH upah A B C D E F G = ( C X E ) H = (C X F ) I PEKERJAAN PERSIAPAN ANALISA 001 1 m' Pagar Sementara dari Kayu tinggi 2 m 0.00 38,691.56 Bahan 1.250 btg Rp - Rp - Semen Portland 2.500 Kg Rp - Rp - Pasir Beton 0.005 m3 Rp - Rp - Koral Beton 0.009 m3 Rp - Rp - Kaso 5 / 7 ( albasiah ) 0.072 m3 Rp - Rp - Paku Biasa 2" - 5" 0.060 Kg Rp - Rp - Residu 0.400 Lt Rp - Rp - Tenaga Tukang Kayu 0.200 Oh Rp 65,734.00 Rp13,146.80 Perkerja 0.400 Oh Rp 55,798.00 Rp22,319.20 Kepala Tukang 0.020 Oh Rp 75,671.00 Rp 1,513.42 Mandor 0.020 Oh Rp 85,607.00 Rp 1,712.14 ANALISA 002 1 m' Pagar Sementara dari Seng Gelombang tinggi 2 m 0.00 38,691.56 Bahan 1.250 btg Rp - 0.00 Semen Portland 2.500 Kg Rp - 0.00 Pasir Beton 1.200 m3 Rp - 0.00 Koral Beton 0.009 m3 Rp - 0.00 Kaso 5 / 7 ( albasiah ) 0.072 m3 Rp - 0.00 Paku Biasa 2" - 5" 0.060 Kg Rp - 0.00 Meni Besi 0.450 Lt Rp - 0.00 Tenaga Tukang Kayu 0.200 Oh Rp 65,734.00 Rp13,146.80 Perkerja 0.400 Oh Rp 55,798.00 Rp22,319.20 Kepala Tukang 0.020 Oh Rp 75,671.00 Rp 1,513.42 Mandor 0.020 Oh Rp 85,607.00 Rp 1,712.14 ANALISA 003 1 m' Pagar Sementara dari Kawat Duri tinggi 1.8 m 0.00 33,111.76 Bahan 1.000 btg Rp - 0.00 Semen Portland 2.000 Kg Rp - 0.00 Kawat Duri 25.000 Kg Rp - 0.00 Pasir Beton 0.005 m3 Rp - 0.00 Koral Beton 0.009 m3 Rp - 0.00 Paku Biasa 2" - 5" 0.060 Kg Rp - 0.00 Tenaga Tukang Kayu 0.200 Oh Rp 65,734.00 13,147 Perkerja 0.300 Oh Rp 55,798.00 16,739 Kepala Tukang 0.020 Oh Rp 75,671.00 1,513 Mandor 0.020 Oh Rp 85,607.00 1,712 ANALISA 004 0.00 13,337.95 Bahan Kayu Kaso 5 / 7 (borneo) 0.012 m3 Rp - 0.00 Paku Biasa 2" - 5" 0.020 Kg Rp - 0.00 Kayu Papan 3 / 20 borneo 0.007 m3 Rp - 0.00 Tenaga Tukang Kayu 0.100 Oh Rp 65,734.00 6,573 Perkerja 0.100 Oh Rp 55,798.00 5,580 Kepala Tukang 0.010 Oh Rp 75,671.00 757 Mandor 0.005 Oh Rp 85,607.00 428 ANALISA 005 0.00 0.00 Bahan 1.250 btg Rp - 0.00 Kayu Balok Borneo 0.180 m3 Rp - 0.00 Paku 0.850 Kg Rp - 0.00 Besi Strip 1.100 Kg Rp - 0.00 Semen Portland 35.000 Kg Rp - 0.00 Pasir Pasang 0.150 m3 Rp - 0.00 Pasir Beton 0.100 m3 Rp - 0.00 Koral Beton 0.150 m3 Rp - 0.00 Bata merah kelas I 30.000 bh Rp - 0.00 Seng Plat 0.250 lbr Rp - 0.00 Jendela Nako 2.000 bh Rp - 0.00 Kaca Polos 0.080 m2 Rp - 0.00 Kunci Tanam 0.150 bh Rp - 0.00 Plywood 4 mm 0.060 lbr Rp - 0.00 Tenaga Tukang Kayu 2.000 Oh Rp - - HARGA SAT matrial JUMLAH matrial Dolken Kayu Ø 8 - 10/400 cm Dolken Kayu Ø 8 - 10/400 cm Dolken Kayu Ø 8 - 10/400 cm 1 m' Pek. Pengukuran kembali (site) & Pemasangan Bowplank 1 m² Pek. Kantor Direksi Keet , dengan lantai plesteran Dolken Kayu Ø 8 - 10/400 cm

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daftar ANALISA BAHAN DAN ANALISA UPAHdaftar analisa upah dan bahan 2011 untuk gedung

Transcript of Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Page 1: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

ANALISA HARGA SATUAN S.N.I

NO. U R A I A N KOEF SAT HARGA SAT matrial HARGA SAT upah JUMLAH matrial JUMLAH upah TOTAL harga

A B C D E F G = ( C X E ) H = (C X F ) I = ( G + H )I PEKERJAAN PERSIAPAN

ANALISA 001 1 m' Pagar Sementara dari Kayu tinggi 2 m 0.00 38,691.56 38,691.56

Bahan

1.250 btg Rp - Rp - Semen Portland 2.500 Kg Rp - Rp - Pasir Beton 0.005 m3 Rp - Rp - Koral Beton 0.009 m3 Rp - Rp - Kaso 5 / 7 ( albasiah ) 0.072 m3 Rp - Rp - Paku Biasa 2" - 5" 0.060 Kg Rp - Rp - Residu 0.400 Lt Rp - Rp - Tenaga

Tukang Kayu 0.200 Oh Rp 65,734.00 Rp 13,146.80 Perkerja 0.400 Oh Rp 55,798.00 Rp 22,319.20 Kepala Tukang 0.020 Oh Rp 75,671.00 Rp 1,513.42 Mandor 0.020 Oh Rp 85,607.00 Rp 1,712.14

ANALISA 002 1 m' Pagar Sementara dari Seng Gelombang tinggi 2 m 0.00 38,691.56 38,691.56

Bahan

1.250 btg Rp - 0.00 Semen Portland 2.500 Kg Rp - 0.00 Pasir Beton 1.200 m3 Rp - 0.00 Koral Beton 0.009 m3 Rp - 0.00 Kaso 5 / 7 ( albasiah ) 0.072 m3 Rp - 0.00 Paku Biasa 2" - 5" 0.060 Kg Rp - 0.00 Meni Besi 0.450 Lt Rp - 0.00 Tenaga

Tukang Kayu 0.200 Oh Rp 65,734.00 Rp 13,146.80 Perkerja 0.400 Oh Rp 55,798.00 Rp 22,319.20 Kepala Tukang 0.020 Oh Rp 75,671.00 Rp 1,513.42 Mandor 0.020 Oh Rp 85,607.00 Rp 1,712.14

ANALISA 003 1 m' Pagar Sementara dari Kawat Duri tinggi 1.8 m 0.00 33,111.76 33,111.76

Bahan

1.000 btg Rp - 0.00 Semen Portland 2.000 Kg Rp - 0.00 Kawat Duri 25.000 Kg Rp - 0.00 Pasir Beton 0.005 m3 Rp - 0.00 Koral Beton 0.009 m3 Rp - 0.00 Paku Biasa 2" - 5" 0.060 Kg Rp - 0.00 Tenaga

Tukang Kayu 0.200 Oh Rp 65,734.00 13,147 Perkerja 0.300 Oh Rp 55,798.00 16,739 Kepala Tukang 0.020 Oh Rp 75,671.00 1,513 Mandor 0.020 Oh Rp 85,607.00 1,712

ANALISA 004 0.00 13,337.95 13,337.95

Bahan

Kayu Kaso 5 / 7 (borneo) 0.012 m3 Rp - 0.00 Paku Biasa 2" - 5" 0.020 Kg Rp - 0.00 Kayu Papan 3 / 20 borneo 0.007 m3 Rp - 0.00 Tenaga

Tukang Kayu 0.100 Oh Rp 65,734.00 6,573 Perkerja 0.100 Oh Rp 55,798.00 5,580 Kepala Tukang 0.010 Oh Rp 75,671.00 757 Mandor 0.005 Oh Rp 85,607.00 428

ANALISA 005 0.00 0.00 0.00

Bahan

1.250 btg Rp - 0.00 Kayu Balok Borneo 0.180 m3 Rp - 0.00 Paku 0.850 Kg Rp - 0.00 Besi Strip 1.100 Kg Rp - 0.00 Semen Portland 35.000 Kg Rp - 0.00 Pasir Pasang 0.150 m3 Rp - 0.00 Pasir Beton 0.100 m3 Rp - 0.00 Koral Beton 0.150 m3 Rp - 0.00 Bata merah kelas I 30.000 bh Rp - 0.00 Seng Plat 0.250 lbr Rp - 0.00 Jendela Nako 2.000 bh Rp - 0.00 Kaca Polos 0.080 m2 Rp - 0.00 Kunci Tanam 0.150 bh Rp - 0.00 Plywood 4 mm 0.060 lbr Rp - 0.00 Tenaga

Tukang Kayu 2.000 Oh Rp - -

Dolken Kayu Ø 8 - 10/400 cm

Dolken Kayu Ø 8 - 10/400 cm

Dolken Kayu Ø 8 - 10/400 cm

1 m' Pek. Pengukuran kembali (site) & Pemasangan Bowplank

1 m² Pek. Kantor Direksi Keet , dengan lantai plesteran

Dolken Kayu Ø 8 - 10/400 cm

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Tukang Batu 1.000 Oh Rp - - Perkerja 2.000 Oh Rp - - Kepala Tukang 0.300 Oh Rp - - Mandor 0.050 Oh Rp - -

ANALISA 006 0.00 0.00 0.00

Bahan

1.700 btg Rp - 0.00 Kayu Balok Borneo 0.210 m3 Rp - 0.00 Paku 0.300 Kg Rp - 0.00 Semen Portland 10.500 Kg Rp - 0.00 Pasir Beton 0.030 m3 Rp - 0.00 Koral Beton 0.050 m3 Rp - 0.00 Seng Gelombang BJLS 32 1.500 lbr Rp - 0.00 Tenaga

Tukang Kayu 2.000 Oh Rp - - Perkerja 1.000 Oh Rp - - Kepala Tukang 0.200 Oh Rp - - Mandor 0.050 Oh Rp - -

ANALISA 007 0.00 0.00 0.00

Bahan

3.000 btg Rp - 0.00 Kayu Balok Borneo 0.276 m3 Rp - 0.00 Paku 0.700 Kg Rp - 0.00 Seng Gelombang BJLS 32 1.500 lbr Rp - 0.00 Tenaga

Tukang Kayu 1.500 Oh Rp - - Perkerja 1.000 Oh Rp - - Kepala Tukang 0.150 Oh Rp - - Mandor 0.050 Oh Rp - -

ANALISA 008 Membersihkan Lapangan dan Perataan 0.00 5,500.00 5,500.00

Tenaga

Perkerja 0.100 Oh 27,500.00 2,750 Mandor 0.050 Oh 55,000.00 2,750

ANALISA 009 547,485.00 116,050.00 663,535.00

Bahan

1.250 btg 8,800.00 11,000.00 Kayu Balok Borneo 0.186 m3 1,815,000.00 337,590.00 Paku 0.300 Kg 34,100.00 10,230.00 Semen Portland 18.000 Kg 1,100.00 19,800.00 Pasir Beton 0.030 m3 215,000.00 6,450.00 Koral Beton 0.050 m3 275,000.00 13,750.00 Seng Gelombang BJLS 32 1.500 lbr 60,500.00 90,750.00 Plywood 4 mm 1.350 lbr 42,900.00 57,915.00 Tenaga

Tukang Kayu 2.000 Oh 38,500.00 77,000 Perkerja 1.000 Oh 27,500.00 27,500 Kepala Tukang 0.200 Oh 44,000.00 8,800 Mandor 0.050 Oh 55,000.00 2,750

ANALISA 010 2,331,670.00 79,750.00 2,411,420.00

Bahan

Kayu Terentang 0.186 m3 1,540,000.00 286,440.00 Paku 0.300 Kg 34,100.00 10,230.00 Kayu Kaso 5 / 7 (borneo) 1.000 btg 2,035,000.00 2,035,000.00 Tenaga

Tukang Kayu 2.000 Oh 38,500.00 77,000 Mandor 0.050 Oh 55,000.00 2,750

ANALISA 011 17,600.00 116,050.00 133,650.00

Bahan

1.000 btg 13,200.00 13,200.00 Tali Ijuk 0.250 Kg 17,600.00 4,400.00 Tenaga

Tukang Kayu 2.000 Oh 38,500.00 77,000 Perkerja 1.000 Oh 27,500.00 27,500 Kepala Tukang 0.200 Oh 44,000.00 8,800 Mandor 0.050 Oh 55,000.00 2,750

ANALISA 012 55,280.00 30,250.00 85,530.00

Bahan

Batu Belah 5 / 20 0.150 m3 209,000.00 31,350.00 Batu Belah 5 / 7 0.090 m3 242,000.00 21,780.00 Pasir Pasang 0.010 m3 215,000.00 2,150.00 Tenaga

Perkerja 1.000 Oh 27,500.00 27,500 Mandor 0.050 Oh 55,000.00 2,750

1 m² Pembuatan Gudang Semen dan Alat - alat

Dolken Kayu Ø 8 - 10/400 cm

1 m² Pembuatan Rumah Jaga / Konstruksi Kayu

Dolken Kayu Ø 8 - 10/400 cm

1 m² Pembuatan Bedeng Buruh

Dolken Kayu Ø 8 - 10/400 cm

1 m² Pembuatan Bak Adukan ( 40 x 50 x 20 ) cm

1 m² Pembuatan Stegger dari Bambu, ( 40 x 50 x 20 ) cm

Bambu Ø 6 - 8 / 600 cm

1 m² Pembuatan Jalan Sementara

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ANALISA 013 0.00 201,657.50 201,657.50

Tenaga

Perkerja 6.667 Oh 27,500.00 183,343 Mandor 0.333 Oh 55,000.00 18,315

ANALISA 014 0.00 185,157.50 185,157.50

Tenaga

Perkerja 6.667 Oh 27,500.00 183,343 Mandor 0.033 Oh 55,000.00 1,815

II PEKERJAAN TANAH

ANALISA 015 1 m3 Pek. Galian Tanah Biasa Max Kedalaman 1 m' 0.00 13,200.00 13,200.00

Tenaga

Perkerja 0.400 Oh 27,500.00 11,000 Tukang Gali Oh 33,000.00 - Kepala Tukang Oh 44,000.00 - Mandor 0.040 Oh 55,000.00 2,200

ANALISA 016 1 m3 Pek. Galian Tanah Biasa Max Kedalaman 2 m' 0.00 17,297.50 17,297.50

Tenaga

Perkerja 0.525 Oh 27,500.00 14,438 Tukang Gali Oh 33,000.00 - Kepala Tukang Oh 44,000.00 - Mandor 0.052 Oh 55,000.00 2,860

ANALISA 017 1 m3 Pek. Galian Tanah Biasa Max Kedalaman 3 m' 0.00 #VALUE! #VALUE!

Tenaga

Perkerja 0.735 Oh 27,500.00 20,213 Tukang Gali - Oh 33,000.00 #VALUE!Kepala Tukang - Oh 44,000.00 #VALUE!Mandor 0.073 Oh 55,000.00 4,015

ANALISA 018 1 m3 Pek. Galian Tanah Keras Max Kedalaman 1 m' 0.00 #VALUE! #VALUE!

Tenaga

Perkerja 0.625 Oh 27,500.00 17,188 Tukang Gali - Oh 33,000.00 #VALUE!Kepala Tukang - Oh 44,000.00 #VALUE!Mandor 0.062 Oh 55,000.00 3,410

ANALISA 019 1 m3 Pek. Galian Tanah Cadas Max Kedalaman 1 m' 0.00 #VALUE! #VALUE!

Tenaga

Perkerja 1.250 Oh 27,500.00 34,375 Tukang Gali - Oh 33,000.00 #VALUE!Kepala Tukang - Oh 44,000.00 #VALUE!Mandor 0.125 Oh 55,000.00 6,875

ANALISA 020 1 m3 Pek. Galian Tanah Lumpur Max Kedalaman 1 m' 0.00 #VALUE! #VALUE!

Tenaga

Perkerja 0.823 Oh 27,500.00 22,633 Tukang Gali - Oh 33,000.00 #VALUE!Kepala Tukang - Oh 44,000.00 #VALUE!Mandor 0.083 Oh 55,000.00 4,565

ANALISA 021 0.00 #VALUE! #VALUE!

Tenaga

Perkerja 0.050 Oh 27,500.00 1,375 Tukang Gali - Oh 33,000.00 #VALUE!Kepala Tukang - Oh 44,000.00 #VALUE!Mandor 0.005 Oh 55,000.00 275

ANALISA 022 0.00 #VALUE! #VALUE!

Tenaga

Perkerja 0.192 Oh 27,500.00 5,280 Tukang Gali - Oh 33,000.00 #VALUE!Kepala Tukang - Oh 44,000.00 #VALUE!Mandor 0.050 Oh 55,000.00 2,750

ANALISA 023 1 m3 Urugan Tanah Kembali 0.00 #VALUE! #VALUE!

Tenaga

Perkerja 0.192 Oh 27,500.00 5,280 Tukang Gali - Oh 33,000.00 #VALUE!Kepala Tukang - Oh 44,000.00 #VALUE!Mandor 0.019 Oh 55,000.00 1,045

ANALISA 024 1 m3 Pemadatan tanah 0.00 #VALUE! #VALUE!

Tenaga

Perkerja 0.500 Oh 27,500.00 13,750 Tukang Gali - Oh 33,000.00 #VALUE!Kepala Tukang - Oh 44,000.00 #VALUE!Mandor 0.050 Oh 55,000.00 2,750

1 m³ Bongkaran Beton Bertulang

1 m³ Bongkaran Dinding Tembok Bata Merah

1 m² Pek. Stripping 1 m

1 m³ Pembuangan Tanah sejauh 150 m

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ANALISA 025 1 m3 Pek. Urugan Pasir 105,600.00 #VALUE! #VALUE!

Bahan

Pasir Urug 1.200 m3 88,000.00 105,600.00 Tenaga

Perkerja 0.300 Oh 27,500.00 8,250 Tukang Gali - Oh 33,000.00 #VALUE!Kepala Tukang - Oh 44,000.00 #VALUE!Mandor 0.010 Oh 55,000.00 550

ANALISA 026 1 m3 Pemasangan Lapisan ijuk 19,800.00 #VALUE! #VALUE!

Bahan

Ijuk 1.200 m3 16,500.00 19,800.00 Tenaga

Perkerja 0.150 Oh 27,500.00 4,125 Tukang Gali - Oh 33,000.00 #VALUE!Kepala Tukang - Oh 44,000.00 #VALUE!Mandor 0.015 Oh 55,000.00 825

III PEKERJAAN PONDASI

ANALISA 027 1,231,009.50 44,275.00 1,275,284.50

Bahan

Pasir Urug Darat 0.016 m3 35,750.00 572.00 Pasir Beton 0.080 m3 215,000.00 17,200.00 Koral Beton 0.125 m3 275,000.00 34,375.00 Semen Portland 49.000 Kg 1,100.00 53,900.00 Besi Beton 34.500 Kg 16,000.00 552,000.00 Kawat Beton 0.700 Kg 21,450.00 15,015.00 Kayu Kaso 5 / 7 (borneo) 0.270 m3 2,035,000.00 549,450.00 Paku 0.120 Kg 34,100.00 4,092.00 Minyak Bekisting 0.090 lt 4,950.00 445.50 Plamuur Tembok 0.200 Kg 19,800.00 3,960.00 Tenaga

Perkerja 0.800 Oh 27,500.00 22,000 Tukang Batu 0.500 Oh 35,750.00 17,875 Kepala Tukang 0.050 Oh 44,000.00 2,200 Mandor 0.040 Oh 55,000.00 2,200

ANALISA 028 1 m3 Pasangan Batu kali 1 Pc : 3Ps 710,460.00 69,465.00 779,925.00

Bahan

Batu Belah 15 / 20 1.100 m3 192,500.00 211,750.00 Semen Portland 392.000 Kg 1,100.00 431,200.00 Pasir Pasang 0.314 m3 215,000.00 67,510.00 Tenaga

Perkerja 1.500 Oh 27,500.00 41,250 Tukang Batu 0.600 Oh 35,750.00 21,450 Kepala Tukang 0.060 Oh 44,000.00 2,640 Mandor 0.075 Oh 55,000.00 4,125

ANALISA 029 1 m3 Pasangan Batu kali 1 Pc : 5Ps 478,310.00 69,465.00 547,775.00

Bahan

Batu Belah 15 / 20 1.100 m3 192,500.00 211,750.00 Semen Portland 136.000 Kg 1,100.00 149,600.00 Pasir Pasang 0.544 m3 215,000.00 116,960.00 Tenaga

Perkerja 1.500 Oh 27,500.00 41,250 Tukang Batu 0.600 Oh 35,750.00 21,450 Kepala Tukang 0.060 Oh 44,000.00 2,640 Mandor 0.075 Oh 55,000.00 4,125

IV PEKERJAAN DINDING

ANALISA 030 1 m2 Pasangan Bata Merah 1Pc : 3Ps 1 Bata 140,510.00 27,555.00 168,065.00

Bahan

Bata merah kelas I 140.000 bh 605.00 84,700.00 Semen Portland 32.950 Kg 1,100.00 36,245.00 Pasir Pasang 0.091 m3 215,000.00 19,565.00 Tenaga

Perkerja 0.650 Oh 27,500.00 17,875 Tukang Batu 0.200 Oh 35,750.00 7,150 Kepala Tukang 0.020 Oh 44,000.00 880 Mandor 0.030 Oh 55,000.00 1,650

ANALISA 031 1 m2 Pasangan Bata Merah 1Pc : 5Ps 1 Bata 131,050.00 27,555.00 158,605.00

Bahan

Bata merah kelas I 140.000 bh 605.00 84,700.00 Semen Portland 22.200 Kg 1,100.00 24,420.00 Pasir Pasang 0.102 m3 215,000.00 21,930.00 Tenaga

Perkerja 0.650 Oh 27,500.00 17,875 Tukang Batu 0.200 Oh 35,750.00 7,150 Kepala Tukang 0.020 Oh 44,000.00 880 Mandor 0.030 Oh 55,000.00 1,650

1 m' Pembuatan Tiang Pancang ( 35 x 35 ) cm, Beton Bertulang

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ANALISA 032 1 m2 Pasangan Bata Merah 1Pc : 3Ps 1/2 Bata 66,757.00 13,640.00 80,397.00

Bahan

Bata merah kelas I 70.000 bh 605.00 42,350.00 Semen Portland 14.370 Kg 1,100.00 15,807.00 Pasir Pasang 0.040 m3 215,000.00 8,600.00 Tenaga

Perkerja 0.320 Oh 27,500.00 8,800 Tukang Batu 0.100 Oh 35,750.00 3,575 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.015 Oh 55,000.00 825

ANALISA 033 1 m2 Pasangan Bata Merah 1Pc : 5Ps 1/2 Bata 62,673.00 13,640.00 76,313.00

Bahan

Bata merah kelas I 70.000 bh 605.00 42,350.00 Semen Portland 9.680 Kg 1,100.00 10,648.00 Pasir Pasang 0.045 m3 215,000.00 9,675.00 Tenaga

Perkerja 0.320 Oh 27,500.00 8,800 Tukang Batu 0.100 Oh 35,750.00 3,575 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.015 Oh 55,000.00 825

V PEKERJAAN PELESTERAN

ANALISA 032 1 m2 Plesteran Dinding 1Pc : 3Ps 11,213.00 12,072.50 23,285.50

Bahan

Semen Portland 6.480 Kg 1,100.00 7,128.00 Pasir Pasang 0.019 m3 215,000.00 4,085.00 Tenaga

Perkerja 0.200 Oh 27,500.00 5,500 Tukang Batu 0.150 Oh 35,750.00 5,363 Kepala Tukang 0.015 Oh 44,000.00 660 Mandor 0.010 Oh 55,000.00 550

ANALISA 033 1 m2 Plesteran Dinding 1Pc : 5Ps 9,482.00 12,072.50 21,554.50

Bahan

Semen Portland 4.320 Kg 1,100.00 4,752.00 Pasir Pasang 0.022 m3 215,000.00 4,730.00 Tenaga

Perkerja 0.200 Oh 27,500.00 5,500 Tukang Batu 0.150 Oh 35,750.00 5,363 Kepala Tukang 0.015 Oh 44,000.00 660 Mandor 0.010 Oh 55,000.00 550

ANALISA 034 1 m2 Plesteran Dinding 1Pc : 0. 5Kp : 3 Ps, tebal 15 mm 8,075.00 12,072.50 20,147.50

Bahan

Semen Portland 4.320 Kg 1,100.00 4,752.00 Kapur Padam 0.003 m3 176,000.00 528.00 Pasir Pasang 0.013 m3 215,000.00 2,795.00 Tenaga

Perkerja 0.200 Oh 27,500.00 5,500 Tukang Batu 0.150 Oh 35,750.00 5,363 Kepala Tukang 0.015 Oh 44,000.00 660 Mandor 0.010 Oh 55,000.00 550

ANALISA 035 1 m2 Plesteran Dinding 1Pc : 3Kp : 10Ps, tebal 15 mm 6,090.00 12,072.50 18,162.50

Bahan

Semen Portland 1.840 Kg 1,100.00 2,024.00 Kapur Padam 0.006 m3 176,000.00 1,056.00 Pasir Pasang 0.014 m3 215,000.00 3,010.00 Tenaga

Perkerja 0.200 Oh 27,500.00 5,500 Tukang Batu 0.150 Oh 35,750.00 5,363 Kepala Tukang 0.015 Oh 44,000.00 660 Mandor 0.010 Oh 55,000.00 550

ANALISA 036 1 m2 Plesteran 0.5Pc : 1Kp : 4Ps, tebal 15 mm 8,265.00 12,072.50 20,337.50

Bahan

Semen Portland 3.000 Kg 1,100.00 3,300.00 Kapur Padam 0.005 m3 176,000.00 880.00 Pasir Pasang 0.019 m3 215,000.00 4,085.00 Tenaga

Perkerja 0.200 Oh 27,500.00 5,500 Tukang Batu 0.150 Oh 35,750.00 5,363 Kepala Tukang 0.015 Oh 44,000.00 660 Mandor 0.010 Oh 55,000.00 550

ANALISA 037 1 m2 Plesteran 1Kp : 1 Sm : 1Ps, tebal 15 mm 3,529.89 12,072.50 15,602.39

Bahan

Semen Merah 0.009 Kg 1,210.00 10.89 Kapur Padam 0.009 m3 176,000.00 1,584.00

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Pasir Pasang 0.009 m3 215,000.00 1,935.00 Tenaga

Perkerja 0.200 Oh 27,500.00 5,500 Tukang Batu 0.150 Oh 35,750.00 5,363 Kepala Tukang 0.015 Oh 44,000.00 660 Mandor 0.010 Oh 55,000.00 550

ANALISA 038 1 m2 Plesteran 1Kp : 1 Sm : 2Ps, tebal 15 mm 4,465.47 12,072.50 16,537.97

Bahan

Semen Merah 0.007 Kg 1,210.00 8.47 Kapur Padam 0.007 m3 176,000.00 1,232.00 Pasir Pasang 0.015 m3 215,000.00 3,225.00 Tenaga

Perkerja 0.200 Oh 27,500.00 5,500 Tukang Batu 0.150 Oh 35,750.00 5,363 Kepala Tukang 0.015 Oh 44,000.00 660 Mandor 0.010 Oh 55,000.00 550

ANALISA 039 1 m2 Plesteran 1Pc : 2 Ps, tebal 20 mm 20,653.00 15,592.50 36,245.50

Bahan

Semen Portland 14.280 Kg 1,100.00 15,708.00 Pasir Pasang 0.023 m3 215,000.00 4,945.00 Tenaga

Perkerja 0.250 Oh 27,500.00 6,875 Tukang Batu 0.200 Oh 35,750.00 7,150 Kepala Tukang 0.020 Oh 44,000.00 880 Mandor 0.0125 Oh 55,000.00 688

ANALISA 040 1 m2 Plesteran 1Pc : 3 Ps, tebal 20 mm 17,470.00 15,592.50 33,062.50

Bahan

Semen Portland 10.800 Kg 1,100.00 11,880.00 Pasir Pasang 0.026 m3 215,000.00 5,590.00 Tenaga

Perkerja 0.250 Oh 27,500.00 6,875 Tukang Batu 0.200 Oh 35,750.00 7,150 Kepala Tukang 0.020 Oh 44,000.00 880 Mandor 0.0125 Oh 55,000.00 688

ANALISA 041 1 m2 Plesteran 1Pc : 4Ps, tebal 20 mm 15,568.00 15,592.50 31,160.50

Bahan

Semen Portland 8.680 Kg 1,100.00 9,548.00 Pasir Pasang 0.028 m3 215,000.00 6,020.00 Tenaga

Perkerja 0.250 Oh 27,500.00 6,875 Tukang Batu 0.200 Oh 35,750.00 7,150 Kepala Tukang 0.020 Oh 44,000.00 880 Mandor 0.0125 Oh 55,000.00 688

ANALISA 042 1 m2 Plesteran 1Pc : 5Ps, tebal 20 mm 14,039.00 15,592.50 29,631.50

Bahan

7.29 Semen Portland 7.290 Kg 1,100.00 8,019.00 Pasir Pasang 0.028 m3 215,000.00 6,020.00 Tenaga

Perkerja 0.250 Oh 27,500.00 6,875 Tukang Batu 0.200 Oh 35,750.00 7,150 Kepala Tukang 0.020 Oh 44,000.00 880 Mandor 0.0125 Oh 55,000.00 688

ANALISA 043 1 m2 Plesteran 1Pc : 6Ps, tebal 20 mm 13,314.00 15,592.50 28,906.50

Bahan

Semen Portland 6.240 Kg 1,100.00 6,864.00 Pasir Pasang 0.030 m3 215,000.00 6,450.00 Tenaga

Perkerja 0.250 Oh 27,500.00 6,875 Tukang Batu 0.200 Oh 35,750.00 7,150 Kepala Tukang 0.020 Oh 44,000.00 880 Mandor 0.0125 Oh 55,000.00 688

ANALISA 044 1 m2 Plesteran 1Kp : 1 Sm : 2Ps, tebal 15 mm 5,464.89 15,592.50 21,057.39

Bahan

Semen Merah 0.009 Kg 1,210.00 10.89 Kapur Padam 0.009 m3 176,000.00 1,584.00 Pasir Pasang 0.018 m3 215,000.00 3,870.00 Tenaga

Perkerja 0.250 Oh 27,500.00 6,875 Tukang Batu 0.200 Oh 35,750.00 7,150 Kepala Tukang 0.020 Oh 44,000.00 880 Mandor 0.0125 Oh 55,000.00 688

ANALISA 045 1 m2 Plesteran 1Pc : 2Ps, tebal 25 mm 19,845.00 16,995.00 36,840.00

Bahan

Page 7: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Semen Portland 15.500 Kg 1,100.00 17,050.00 Pasir Pasang 0.013 m3 215,000.00 2,795.00 Tenaga

Perkerja 0.300 Oh 27,500.00 8,250 Tukang Batu 0.200 Oh 35,750.00 7,150 Kepala Tukang 0.020 Oh 44,000.00 880 Mandor 0.013 Oh 55,000.00 715

ANALISA 046 1 m2 Plesteran 1Pc : 3Ps, tebal 25 mm 20,450.00 16,995.00 37,445.00

Bahan

Semen Portland 11.750 Kg 1,100.00 12,925.00 Pasir Pasang 0.035 m3 215,000.00 7,525.00 Tenaga

Perkerja 0.300 Oh 27,500.00 8,250 Tukang Batu 0.200 Oh 35,750.00 7,150 Kepala Tukang 0.020 Oh 44,000.00 880 Mandor 0.013 Oh 55,000.00 715

ANALISA 047 1 m2 Plesteran 1Pc : 4Ps, tebal 25 mm 18,598.00 16,995.00 35,593.00

Bahan

Semen Portland 9.480 Kg 1,100.00 10,428.00 Pasir Pasang 0.038 m3 215,000.00 8,170.00 Tenaga

Perkerja 0.300 Oh 27,500.00 8,250 Tukang Batu 0.200 Oh 35,750.00 7,150 Kepala Tukang 0.020 Oh 44,000.00 880 Mandor 0.013 Oh 55,000.00 715

ANALISA 048 1 m2 Plesteran 1Pc : 5Ps, tebal 25 mm 17,119.00 16,995.00 34,114.00

Bahan

Semen Portland 7.940 Kg 1,100.00 8,734.00 Pasir Pasang 0.039 m3 215,000.00 8,385.00 Tenaga

Perkerja 0.300 Oh 27,500.00 8,250 Tukang Batu 0.200 Oh 35,750.00 7,150 Kepala Tukang 0.020 Oh 44,000.00 880 Mandor 0.013 Oh 55,000.00 715

ANALISA 049 1 m2 Plesteran 1Pc : 2Ps, tebal 30 mm 28,040.00 19,662.50 47,702.50

Bahan

Semen Portland 18.650 Kg 1,100.00 20,515.00 Pasir Pasang 0.035 m3 215,000.00 7,525.00 Tenaga

Perkerja 0.320 Oh 27,500.00 8,800 Tukang Batu 0.250 Oh 35,750.00 8,938 Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.015 Oh 55,000.00 825

ANALISA 050 1 m2 Plesteran 1Pc : 3Ps, tebal 30 mm 23,950.00 19,662.50 43,612.50

Bahan

Semen Portland 14.150 Kg 1,100.00 15,565.00 Pasir Pasang 0.039 m3 215,000.00 8,385.00 Tenaga

Perkerja 0.320 Oh 27,500.00 8,800 Tukang Batu 0.250 Oh 35,750.00 8,938 Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.015 Oh 55,000.00 825

ANALISA 051 1 m2 Plesteran 1Pc : 4Ps, tebal 30 mm 21,548.00 19,662.50 41,210.50

Bahan

Semen Portland 11.380 Kg 1,100.00 12,518.00 Pasir Pasang 0.042 m3 215,000.00 9,030.00 Tenaga

Perkerja 0.320 Oh 27,500.00 8,800 Tukang Batu 0.250 Oh 35,750.00 8,938 Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.015 Oh 55,000.00 825

ANALISA 052 1 m2 Plesteran 1Pc : 5Ps, tebal 30 mm 18,684.00 19,662.50 38,346.50

Bahan

Semen Portland 8.190 Kg 1,100.00 9,009.00 Pasir Pasang 0.045 m3 215,000.00 9,675.00 Tenaga

Perkerja 0.320 Oh 27,500.00 8,800 Tukang Batu 0.250 Oh 35,750.00 8,938 Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.015 Oh 55,000.00 825

ANALISA 053 1 m2 Berapen 1Pc : 3Ps, tebal 30 mm 12,292.00 7,375.50 19,667.50

Bahan

Semen Portland 7.070 Kg 1,100.00 7,777.00

Page 8: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Pasir Pasang 0.021 m3 215,000.00 4,515.00 Tenaga

Perkerja 0.150 Oh 27,500.00 4,125 Tukang Batu 0.070 Oh 35,750.00 2,503 Kepala Tukang 0.007 Oh 44,000.00 308 Mandor 0.008 Oh 55,000.00 440

ANALISA 054 1 m2 Berapen 1Pc : 5Ps, tebal 15 mm 11,182.00 7,375.50 18,557.50

Bahan

Semen Portland 5.670 Kg 1,100.00 6,237.00 Pasir Pasang 0.023 m3 215,000.00 4,945.00 Tenaga

Perkerja 0.150 Oh 27,500.00 4,125 Tukang Batu 0.070 Oh 35,750.00 2,503 Kepala Tukang 0.007 Oh 44,000.00 308 Mandor 0.008 Oh 55,000.00 440

ANALISA 055 1 m2 Pelesteran Beton 1Pc : 2Ps, tebal 15 mm 14,100.00 15,895.00 29,995.00

Bahan

Semen Portland 9.300 Kg 1,100.00 10,230.00 Pasir Pasang 0.018 m3 215,000.00 3,870.00 Tenaga

Perkerja 0.260 Oh 27,500.00 7,150 Tukang Batu 0.200 Oh 35,750.00 7,150 Kepala Tukang 0.020 Oh 44,000.00 880 Mandor 0.013 Oh 55,000.00 715

ANALISA 056 1 m2 Pelesteran Beton 1Pc : 3Ps, tebal 15 mm 12,292.00 15,895.00 28,187.00

Bahan

Semen Portland 7.070 Kg 1,100.00 7,777.00 Pasir Pasang 0.021 m3 215,000.00 4,515.00 Tenaga

Perkerja 0.260 Oh 27,500.00 7,150 Tukang Batu 0.200 Oh 35,750.00 7,150 Kepala Tukang 0.020 Oh 44,000.00 880 Mandor 0.013 Oh 55,000.00 715

ANALISA 057 1 m2 Pelesteran Skoring 1Pc : 2Ps 980.00 4,708.00 5,688.00

Bahan

Semen Portland 0.500 Kg 1,100.00 550.00 Pasir Pasang 0.002 m3 215,000.00 430.00 Tenaga

Perkerja 0.057 Oh 27,500.00 1,568 Tukang Batu 0.038 Oh 35,750.00 1,359 Kepala Tukang 0.038 Oh 44,000.00 1,672 Mandor 0.002 Oh 55,000.00 110

ANALISA 058 1 m2 Pelesteran Granito 1Pc Warna : 2 Granito, tebal 10 mm 330,190.08 2,453.00 332,643.08

Bahan

PC Warna 0.144 Kg 1,320.00 190.08 Batu Granito 15.000 Kg 22,000.00 330,000.00 Tenaga

Perkerja 0.050 Oh 27,500.00 1,375 Tukang Batu 0.020 Oh 35,750.00 715 Kepala Tukang 0.002 Oh 44,000.00 88 Mandor 0.005 Oh 55,000.00 275

ANALISA 059 1 m2 Pelesteran Teraso 1Pc Warna : 2 Batu Teraso, tebal 10 mm 202,980.80 21,780.00 224,760.80

Bahan

PC Warna 0.440 Kg 1,320.00 580.80 Batu Teraso 11.500 Kg 17,600.00 202,400.00 Tenaga

Perkerja 0.450 Oh 27,500.00 12,375 Tukang Batu 0.200 Oh 35,750.00 7,150 Kepala Tukang 0.020 Oh 44,000.00 880 Mandor 0.025 Oh 55,000.00 1,375

ANALISA 060 1 m2 Pelesteran Ciprat 1 Pc : 2 Ps 8,192.00 11,715.00 19,907.00

Bahan

Semen Portland 4.320 Kg 1,100.00 4,752.00 Pasir Pasang 0.016 m3 215,000.00 3,440.00 Tenaga

Perkerja 0.250 Oh 27,500.00 6,875 Tukang Batu 0.100 Oh 35,750.00 3,575 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.015 Oh 55,000.00 825

ANALISA 061 1 m2 Pelesteran Siar Adukan 1 Pc : 2 Ps 8,192.00 7,375.50 15,567.50

Bahan

Semen Portland 4.320 Kg 1,100.00 4,752.00 Pasir Pasang 0.016 m3 215,000.00 3,440.00

Page 9: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Tenaga

Perkerja 0.150 Oh 27,500.00 4,125 Tukang Batu 0.070 Oh 35,750.00 2,503 Kepala Tukang 0.007 Oh 44,000.00 308 Mandor 0.008 Oh 55,000.00 440

ANALISA 062 1 m2 Pelesteran Waterfroof Batacote 3 lapis 59,260.00 17,105.00 76,365.00

Bahan

Semen Portland 0.500 Kg 1,100.00 550.00 Batacote 2.900 Kg 19,800.00 57,420.00 Pasir Pasang 0.006 m3 215,000.00 1,290.00 Tenaga

Perkerja 0.300 Oh 27,500.00 8,250 Tukang Batu 0.200 Oh 35,750.00 7,150 Kepala Tukang 0.020 Oh 44,000.00 880 Mandor 0.015 Oh 55,000.00 825

ANALISA 063 1 m2 Plesteran Dinding 1 : 3 + ACIAN 14,390.00 12,519.38 26,909.38 Bahan

Semen Portland 8.0000 kg 1,100.00 8,800.00 Pasir Pasang 0.0260 m3 215,000.00 5,590.00 Tenaga

Perkerja 0.2250 org 27,500.00 6,188 0.00 Tukang Batu 0.1525 org 35,750.00 5,452 0.00 Kepala Tukang 0.0100 org 44,000.00 440 0.00 Mandor 0.0080 org 55,000.00 440 0.00

1 m2 Plesteran Dinding 1 : 5 + ACIAN 11,960.00 12,519.38 24,479.38 Bahan

Semen Portland 5.4000 kg 1,100.00 5,940.00 Pasir Pasang 0.0280 m3 215,000.00 6,020.00 Tenaga

Perkerja 0.2250 org 27,500.00 6,188 0.00 Tukang Batu 0.1525 org 35,750.00 5,452 0.00 Kepala Tukang 0.0100 org 44,000.00 440 0.00 Mandor 0.0080 org 55,000.00 440 0.00

III PEKERJAAN KAYU

30,250,000.00 1,039,500.00 31,289,500.00

Bahan

Kayu Balok Jati 1.100 m3 27,500,000.00 30,250,000.00 Tenaga

Perkerja 6.000 Oh 27,500.00 165,000 Tukang Kayu 20.000 Oh 38,500.00 770,000 Kepala Tukang 2.000 Oh 44,000.00 88,000 Mandor 0.300 Oh 55,000.00 16,500

2,178,000.00 962,500.00 3,140,500.00

Bahan

Kayu Balok Borneo 1.200 m3 1,815,000.00 2,178,000.00 Tenaga

Perkerja 6.000 Oh 27,500.00 165,000 Tukang Kayu 18.000 Oh 38,500.00 693,000 Kepala Tukang 2.000 Oh 44,000.00 88,000 Mandor 0.300 Oh 55,000.00 16,500

2,442,000.00 962,500.00 3,404,500.00

Bahan

Kayu Balok Damar Laut 1.200 m3 2,035,000.00 2,442,000.00 Tenaga

Perkerja 6.000 Oh 27,500.00 165,000 Tukang Kayu 18.000 Oh 38,500.00 693,000 Kepala Tukang 2.000 Oh 44,000.00 88,000 Mandor 0.300 Oh 55,000.00 16,500

74,965.00 55,660.00 130,625.00

Bahan

Papan Kayu Kamper 0.036 m3 2,035,000.00 73,260.00 Paku Biasa 2" - 5" 0.050 Kg 34,100.00 1,705.00 Tenaga

Perkerja 0.350 Oh 27,500.00 9,625 Tukang Kayu 1.050 Oh 38,500.00 40,425 Kepala Tukang 0.105 Oh 44,000.00 4,620 Mandor 0.018 Oh 55,000.00 990

74,965.00 55,660.00 130,625.00

Bahan

Papan Kayu Borneo 0.036 m3 2,035,000.00 73,260.00 Paku Biasa 2" - 5" 0.050 Kg 34,100.00 1,705.00 Tenaga

Perkerja 0.350 Oh 27,500.00 9,625

1m³ Pasang Kusen Pintu dan Jendela Kayu Jati

1m³ Pasang Kusen Pintu dan Jendela Kayu Borneo

1m³ Pasang Kusen Pintu dan Jendela Kayu Damar Laut

1m² Pasang Pintu Klamp Kayu Kamper

1m² Pasang Pintu Klamp Kayu Borneo

Page 10: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Tukang Kayu 1.050 Oh 38,500.00 40,425 Kepala Tukang 0.105 Oh 44,000.00 4,620 Mandor 0.018 Oh 55,000.00 990

1,375,000.00 137,500.00 1,512,500.00

Bahan

Papan Kayu Jati 0.050 m3 27,500,000.00 1,375,000.00 Tenaga

Perkerja 1.000 Oh 27,500.00 27,500 Tukang Kayu 2.500 Oh 38,500.00 96,250 Kepala Tukang 0.250 Oh 44,000.00 11,000 Mandor 0.050 Oh 55,000.00 2,750

81,400.00 137,500.00 218,900.00

Bahan

Papan Kayu Kamper 0.040 m3 2,035,000.00 81,400.00 Tenaga

Perkerja 1.000 Oh 27,500.00 27,500 Tukang Kayu 2.500 Oh 38,500.00 96,250 Kepala Tukang 0.250 Oh 44,000.00 11,000 Mandor 0.050 Oh 55,000.00 2,750

962,500.00 110,000.00 1,072,500.00

Bahan

Papan Kayu Jati 0.035 m3 27,500,000.00 962,500.00 Tenaga

Perkerja 0.800 Oh 27,500.00 22,000 Tukang Kayu 2.000 Oh 38,500.00 77,000 Kepala Tukang 0.200 Oh 44,000.00 8,800 Mandor 0.040 Oh 55,000.00 2,200

71,225.00 110,000.00 181,225.00

Bahan

Papan Kayu Kamper 0.035 m3 2,035,000.00 71,225.00 Tenaga

Perkerja 0.800 Oh 27,500.00 22,000 Tukang Kayu 2.000 Oh 38,500.00 77,000 Kepala Tukang 0.200 Oh 44,000.00 8,800 Mandor 0.040 Oh 55,000.00 2,200

71,225.00 110,000.00 181,225.00

Bahan

Papan Kayu Borneo 0.035 m3 2,035,000.00 71,225.00 Tenaga

Perkerja 0.800 Oh 27,500.00 22,000 Tukang Kayu 2.000 Oh 38,500.00 77,000 Kepala Tukang 0.200 Oh 44,000.00 8,800 Mandor 0.040 Oh 55,000.00 2,200

130,240.00 172,700.00 302,940.00

Bahan

Papan Kayu Borneo 0.064 m3 2,035,000.00 130,240.00 Tenaga

Perkerja 1.000 Oh 27,500.00 27,500 Tukang Kayu 3.000 Oh 38,500.00 115,500 Kepala Tukang 0.300 Oh 44,000.00 13,200 Mandor 0.300 Oh 55,000.00 16,500

130,240.00 183,700.00 313,940.00

Bahan

Papan Kayu Borneo 0.064 m3 2,035,000.00 130,240.00 Tenaga

Perkerja 1.000 Oh 27,500.00 27,500 Tukang Kayu 3.000 Oh 38,500.00 115,500 Kepala Tukang 0.300 Oh 44,000.00 13,200 Mandor 0.500 Oh 55,000.00 27,500

585,893.00 103,950.00 689,843.00

Bahan

Papan Kayu Jati 0.0196 m3 27,500,000.00 539,000.00 0.030 Kg 34,100.00 1,023.00

Lem Kayu 0.300 Lt 9,900.00 2,970.00 Plywood 4 mm 1.000 Lbr 42,900.00 42,900.00 Tenaga

Perkerja 0.600 Oh 27,500.00 16,500 Tukang Kayu 2.000 Oh 38,500.00 77,000 Kepala Tukang 0.200 Oh 44,000.00 8,800 Mandor 0.030 Oh 55,000.00 1,650

585,893.00 103,950.00 689,843.00

Bahan

1m² Pasang Pintu Panel Kayu Jati

1m² Pasang Pintu Panel Kayu Kamper

1m² Pasang Pintu dan Jendela Kaca Kayu Jati

1m² Pasang Pintu dan Jendela Kaca Kayu Kamper

1m² Pasang Pintu dan Jendela Kaca Kayu Borneo

1m² Pasang Pintu dan Jendela Jalusi Kayu Borneo

1m² Pasang Pintu dan Jendela Jalusi Kayu Kamper

1m² Pasang Pintu Plywood rangkap, rangka kayu Jati

Paku Biasa ½" - 1"

1m² Pasang Pintu Plywood rangkap, rangka kayu Kamper

Page 11: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Papan Kayu Jati 0.0196 m3 27,500,000.00 539,000.00 0.030 Kg 34,100.00 1,023.00

Lem Kayu 0.300 Lt 9,900.00 2,970.00 Plywood 4 mm 1.000 Lbr 42,900.00 42,900.00 Tenaga

Perkerja 0.600 Oh 27,500.00 16,500 Tukang Kayu 2.000 Oh 38,500.00 77,000 Kepala Tukang 0.200 Oh 44,000.00 8,800 Mandor 0.030 Oh 55,000.00 1,650

1,655,115.00 100,925.00 1,756,040.00

Bahan

Papan Kayu Jati 0.0600 m3 27,500,000.00 1,650,000.00 0.150 Kg 34,100.00 5,115.00

Tenaga

Perkerja 0.500 Oh 27,500.00 13,750 Tukang Kayu 2.000 Oh 38,500.00 77,000 Kepala Tukang 0.200 Oh 44,000.00 8,800 Mandor 0.025 Oh 55,000.00 1,375

1,655,115.00 100,925.00 1,756,040.00

Bahan

Papan Kayu Jati 0.0600 m3 27,500,000.00 1,650,000.00 0.150 Kg 34,100.00 5,115.00

Tenaga

Perkerja 0.500 Oh 27,500.00 13,750 Tukang Kayu 2.000 Oh 38,500.00 77,000 Kepala Tukang 0.200 Oh 44,000.00 8,800 Mandor 0.025 Oh 55,000.00 1,375

86,779.00 103,950.00 190,729.00

Bahan

Papan Kayu Borneo 0.0196 m3 2,035,000.00 39,886.00 0.030 Kg 34,100.00 1,023.00

Lem Kayu 0.300 Lt 9,900.00 2,970.00 Plywood 4 mm 1.000 lbr 42,900.00 42,900.00 Tenaga

Perkerja 0.600 Oh 27,500.00 16,500 Tukang Kayu 2.000 Oh 38,500.00 77,000 Kepala Tukang 0.200 Oh 44,000.00 8,800 Mandor 0.030 Oh 55,000.00 1,650

595,100.00 103,950.00 699,050.00

Bahan

Papan Kayu Jati 0.0196 m3 27,500,000.00 539,000.00 0.300 Kg 34,100.00 10,230.00

Lem Kayu 0.300 Lt 9,900.00 2,970.00 Plywood 4 mm 1.000 lbr 42,900.00 42,900.00 Tenaga

Perkerja 0.600 Oh 27,500.00 16,500 Tukang Kayu 2.000 Oh 38,500.00 77,000 Kepala Tukang 0.200 Oh 44,000.00 8,800 Mandor 0.030 Oh 55,000.00 1,650

595,100.00 103,950.00 699,050.00

Bahan

Papan Kayu Jati 0.0196 m3 27,500,000.00 539,000.00 0.300 Kg 34,100.00 10,230.00

Lem Kayu 0.300 Lt 9,900.00 2,970.00 Plywood 4 mm 1.000 lbr 42,900.00 42,900.00 Tenaga

Perkerja 0.600 Oh 27,500.00 16,500 Tukang Kayu 2.000 Oh 38,500.00 77,000 Kepala Tukang 0.200 Oh 44,000.00 8,800 Mandor 0.030 Oh 55,000.00 1,650

633,050.00 131,450.00 764,500.00

Bahan

Papan Kayu Jati 0.0196 m3 27,500,000.00 539,000.00 0.300 Kg 34,100.00 10,230.00

Lem Kayu 0.800 Lt 9,900.00 7,920.00 Plywood 4 mm 1.000 lbr 42,900.00 42,900.00 Formika 4' x 3' 0.500 lbr 66,000.00 33,000.00 Tenaga

Perkerja 0.800 Oh 27,500.00 22,000 Tukang Kayu 2.500 Oh 38,500.00 96,250 Kepala Tukang 0.250 Oh 44,000.00 11,000 Mandor 0.040 Oh 55,000.00 2,200

133,936.00 131,450.00 265,386.00

Bahan

Paku Biasa ½" - 1"

1m² Pasang Jalusi Mati Kusen Kayu Jati

Paku Biasa ½" - 1"

1m² Pasang Jalusi Mati Kusen Kayu Kamper

Paku Biasa ½" - 1"

1m² Pasang Pintu Plywood Rangkap, rangka Kayu Borneo

Paku Biasa ½" - 1"

1m² Pasang Pintu Teakwood Rangkap, rangka Kayu Jati

Paku Biasa ½" - 1"

1m² Pasang Pintu Teakwood Rangkap, rangka Kayu Kamper

Paku Biasa ½" - 1"

1m² Pasang Pintu Plywood & Formika, rangka Kayu Jati

Paku Biasa ½" - 1"

1m² Pasang Pintu Plywood & Formika, rangka Kayu Kamper

Page 12: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Papan Kayu Kamper 0.0196 m3 2,035,000.00 39,886.00 0.300 Kg 34,100.00 10,230.00

Lem Kayu 0.800 Lt 9,900.00 7,920.00 Plywood 4 mm 1.000 lbr 42,900.00 42,900.00 Formika 4' x 3' 0.500 lbr 66,000.00 33,000.00 Tenaga

Perkerja 0.800 Oh 27,500.00 22,000 Tukang Kayu 2.500 Oh 38,500.00 96,250 Kepala Tukang 0.250 Oh 44,000.00 11,000 Mandor 0.040 Oh 55,000.00 2,200

633,050.00 131,450.00 764,500.00

Bahan

Papan Kayu Jati 0.0196 m3 27,500,000.00 539,000.00 0.300 Kg 34,100.00 10,230.00

Lem Kayu 0.800 Lt 9,900.00 7,920.00 Plywood 4 mm 1.000 lbr 42,900.00 42,900.00 Formika 4' x 3' 0.500 lbr 66,000.00 33,000.00 Tenaga

Perkerja 0.800 Oh 27,500.00 22,000 Tukang Kayu 2.500 Oh 38,500.00 96,250 Kepala Tukang 0.250 Oh 44,000.00 11,000 Mandor 0.040 Oh 55,000.00 2,200

611,600.00 131,450.00 743,050.00

Bahan

Papan Kayu Jati 0.0196 m3 27,500,000.00 539,000.00 0.300 Kg 34,100.00 10,230.00

Lem Kayu 0.800 Lt 9,900.00 7,920.00 Plywood 4 mm 0.500 lbr 42,900.00 21,450.00 Formika 4' x 3' 0.500 lbr 66,000.00 33,000.00 Tenaga

Perkerja 0.800 Oh 27,500.00 22,000 Tukang Kayu 2.500 Oh 38,500.00 96,250 Kepala Tukang 0.250 Oh 44,000.00 11,000 Mandor 0.040 Oh 55,000.00 2,200

670,010.00 141,790.00 811,800.00

Bahan

Papan Kayu Jati 0.0196 m3 27,500,000.00 539,000.00 0.300 Kg 34,100.00 10,230.00

Lem Kayu 1.200 Lt 9,900.00 11,880.00 Plywood 4 mm 1.000 lbr 42,900.00 42,900.00 Formika 4' x 3' 1.000 lbr 66,000.00 66,000.00 Tenaga

Perkerja 1.000 Oh 27,500.00 27,500 Tukang Kayu 2.600 Oh 38,500.00 100,100 Kepala Tukang 0.260 Oh 44,000.00 11,440 Mandor 0.050 Oh 55,000.00 2,750

170,896.00 141,790.00 312,686.00

Bahan

Papan Kayu Kamper 0.0196 m3 2,035,000.00 39,886.00 0.300 Kg 34,100.00 10,230.00

Lem Kayu 1.200 Lt 9,900.00 11,880.00 Plywood 4 mm 1.000 lbr 42,900.00 42,900.00 Formika 4' x 3' 1.000 lbr 66,000.00 66,000.00 Tenaga

Perkerja 1.000 Oh 27,500.00 27,500 Tukang Kayu 2.600 Oh 38,500.00 100,100 Kepala Tukang 0.260 Oh 44,000.00 11,440 Mandor 0.050 Oh 55,000.00 2,750

30,450,530.00 635,800.00 31,086,330.00

Bahan

Balok Kayu Jati 1.100 m3 27,500,000.00 30,250,000.00 Besi Strip 15.000 11,550.00 173,250.00 Paku Biasa 2" - 5" 0.800 Kg 34,100.00 27,280.00 Tenaga

Perkerja 4.000 Oh 27,500.00 110,000 Tukang Kayu 12.000 Oh 38,500.00 462,000 Kepala Tukang 1.200 Oh 44,000.00 52,800 Mandor 0.200 Oh 55,000.00 11,000

2,015,530.00 635,800.00 2,651,330.00

Bahan

Balok Kayu Kamper 1.100 m3 1,650,000.00 1,815,000.00 Besi Strip 15.000 Kg 11,550.00 173,250.00 Paku Biasa 2" - 5" 0.800 Kg 34,100.00 27,280.00 Tenaga

Perkerja 4.000 Oh 27,500.00 110,000

Paku Biasa ½" - 1"

1m² Pasang Pintu Teakwood & Formika, rangka Kayu Jati

Paku Biasa ½" - 1"

1m² Pasang Pintu Teakwood & Formika, rangka Kayu Kamper ( divernis )

Paku Biasa ½" - 1"

1m² Pasang Pintu Formika Double, rangka Kayu Jati

Paku Biasa ½" - 1"

1m² Pasang Pintu Formika Double, rangka Kayu Kamper

Paku Biasa ½" - 1"

1m3 Pasang Konstruksi Kuda - kuda Kayu Jati

1m3 Pasang Konstruksi Kuda - kuda Kayu Kamper

Page 13: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Tukang Kayu 12.000 Oh 38,500.00 462,000 Kepala Tukang 1.200 Oh 44,000.00 52,800 Mandor 0.200 Oh 55,000.00 11,000

1,960,530.00 635,800.00 2,596,330.00

Bahan

Balok Kayu Borneo 1.100 m3 1,600,000.00 1,760,000.00 Besi Strip 15.000 Kg 11,550.00 173,250.00 Paku Biasa 2" - 5" 0.800 Kg 34,100.00 27,280.00 Tenaga

Perkerja 4.000 Oh 27,500.00 110,000 Tukang Kayu 12.000 Oh 38,500.00 462,000 Kepala Tukang 1.200 Oh 44,000.00 52,800 Mandor 0.200 Oh 55,000.00 11,000

1,834,030.00 635,800.00 2,469,830.00

Bahan

Balok Kayu Kruing 1.100 m3 1,485,000.00 1,633,500.00 Besi Strip 15.000 Kg 11,550.00 173,250.00 Paku Biasa 2" - 5" 0.800 Kg 34,100.00 27,280.00 Tenaga

Perkerja 4.000 Oh 27,500.00 110,000 Tukang Kayu 12.000 Oh 38,500.00 462,000 Kepala Tukang 1.200 Oh 44,000.00 52,800 Mandor 0.200 Oh 55,000.00 11,000

24,915.00 7,315.00 32,230.00

Bahan

Balok Kayu Kamper 0.012 m3 1,650,000.00 19,800.00 Paku Biasa 2" - 5" 0.150 Kg 34,100.00 5,115.00 Tenaga

Perkerja 0.100 Oh 27,500.00 2,750 Tukang Kayu 0.100 Oh 38,500.00 3,850 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.005 Oh 55,000.00 275

24,315.00 7,315.00 31,630.00

Bahan

Balok Kayu Borneo 0.012 m3 1,600,000.00 19,200.00 Paku Biasa 2" - 5" 0.150 Kg 34,100.00 5,115.00 Tenaga

Perkerja 0.100 Oh 27,500.00 2,750 Tukang Kayu 0.100 Oh 38,500.00 3,850 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.005 Oh 55,000.00 275

390,115.00 7,315.00 397,430.00

Bahan

Balok Kayu Jati 0.014 m3 27,500,000.00 385,000.00 Paku Biasa 2" - 5" 0.150 Kg 34,100.00 5,115.00 Tenaga

Perkerja 0.100 Oh 27,500.00 2,750 Tukang Kayu 0.100 Oh 38,500.00 3,850 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.005 Oh 55,000.00 275

28,215.00 7,315.00 35,530.00

Bahan

Balok Kayu Kamper 0.014 m3 1,650,000.00 23,100.00 Paku Biasa 2" - 5" 0.150 Kg 34,100.00 5,115.00 Tenaga

Perkerja 0.100 Oh 27,500.00 2,750 Tukang Kayu 0.100 Oh 38,500.00 3,850 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.005 Oh 55,000.00 275

27,515.00 7,315.00 34,830.00

Bahan

Balok Kayu Borneo 0.014 m3 1,600,000.00 22,400.00 Paku Biasa 2" - 5" 0.150 Kg 34,100.00 5,115.00 Tenaga

Perkerja 0.100 Oh 27,500.00 2,750 Tukang Kayu 0.100 Oh 38,500.00 3,850 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.005 Oh 55,000.00 275

279,070.00 8,778.00 287,848.00

Bahan

Balok Kayu Kamper 0.165 m3 1,650,000.00 272,250.00 Paku Biasa 2" - 5" 0.200 Kg 34,100.00 6,820.00 Tenaga

1m3 Pasang Konstruksi Kuda - kuda Kayu Borneo

1m3 Pasang Konstruksi Kuda - kuda Kayu Kruing

1m² Pasang Kaso + Reng Genteng Kodok Kayu Kamper

1m² Pasang Kaso + Reng Genteng Kodok Kayu Borneo

1m² Pasang Kaso + Reng Genteng Monier Kayu Jati

1m² Pasang Kaso + Reng Genteng Monier Kayu Kamper

1m² Pasang Kaso + Reng Genteng Beton Kayu Borneo

1m² Pasang Kaso + Reng Atap Sirap Kayu Kamper

Page 14: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Perkerja 0.120 Oh 27,500.00 3,300 Tukang Kayu 0.120 Oh 38,500.00 4,620 Kepala Tukang 0.012 Oh 44,000.00 528 Mandor 0.006 Oh 55,000.00 330

279,070.00 8,778.00 287,848.00

Bahan

Balok Kayu Kamper 0.165 m3 1,650,000.00 272,250.00 Paku Biasa 2" - 5" 0.200 Kg 34,100.00 6,820.00 Tenaga

Perkerja 0.120 Oh 27,500.00 3,300 Tukang Kayu 0.120 Oh 38,500.00 4,620 Kepala Tukang 0.012 Oh 44,000.00 528 Mandor 0.006 Oh 55,000.00 330

333,410.00 18,975.00 352,385.00

Bahan

Balok Kayu Jati 0.012 m3 27,500,000.00 330,000.00 Paku Biasa 2" - 5" 0.100 Kg 34,100.00 3,410.00 Tenaga

Perkerja 0.150 Oh 27,500.00 4,125 Tukang Kayu 0.250 Oh 38,500.00 9,625 Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.075 Oh 55,000.00 4,125

1m' Pasang papan ruiter ( 3 x 20 )cm Kayu Borneo 16,357.00 11,825.00 28,182.00

Bahan

Kayu Papan 3 / 20 borneo 0.0072 m3 2,035,000.00 14,652.00 Paku Biasa 2" - 5" 0.050 Kg 34,100.00 1,705.00 Tenaga

Perkerja 0.100 Oh 27,500.00 2,750 Tukang Kayu 0.200 Oh 38,500.00 7,700 Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.005 Oh 55,000.00 275

23,210.00 18,975.00 42,185.00

Bahan

Balok Kayu Kamper 0.012 m3 1,650,000.00 19,800.00 Paku Biasa 2" - 5" 0.100 Kg 34,100.00 3,410.00 Tenaga

Perkerja 0.150 Oh 27,500.00 4,125 Tukang Kayu 0.250 Oh 38,500.00 9,625 Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.075 Oh 55,000.00 4,125

23,210.00 18,975.00 42,185.00

Bahan

Balok Kayu Kamper 0.012 m3 1,650,000.00 19,800.00 Paku Biasa 2" - 5" 0.100 Kg 34,100.00 3,410.00 Tenaga

Perkerja 0.150 Oh 27,500.00 4,125 Tukang Kayu 0.250 Oh 38,500.00 9,625 Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.075 Oh 55,000.00 4,125

637,615.00 18,920.00 656,535.00

Bahan

Balok Kayu Jati 0.023 m3 27,500,000.00 632,500.00 Paku Biasa 2" - 5" 0.150 Kg 34,100.00 5,115.00 Tenaga

Perkerja 0.200 Oh 27,500.00 5,500 Tukang Kayu 0.300 Oh 38,500.00 11,550 Kepala Tukang 0.030 Oh 44,000.00 1,320 Mandor 0.010 Oh 55,000.00 550

43,065.00 18,920.00 61,985.00

Bahan

Balok Kayu Kamper 0.023 m3 1,650,000.00 37,950.00 Paku Biasa 2" - 5" 0.150 Kg 34,100.00 5,115.00 Tenaga

Perkerja 0.200 Oh 27,500.00 5,500 Tukang Kayu 0.300 Oh 38,500.00 11,550 Kepala Tukang 0.030 Oh 44,000.00 1,320 Mandor 0.010 Oh 55,000.00 550

41,915.00 18,920.00 60,835.00

Bahan

Balok Kayu Borneo 0.023 m3 1,600,000.00 36,800.00 Paku Biasa 2" - 5" 0.150 Kg 34,100.00 5,115.00 Tenaga

Perkerja 0.200 Oh 27,500.00 5,500

1m² Pasang Kaso + Reng Atap Sirap Kayu Borneo

1m² Pasang Rangka Langit - langit ( 1 x 1 ) m Kayu Jati

1m² Pasang Rangka Langit - langit ( 1 x 1 ) m Kayu Kamper

1m² Pasang Rangka Langit - langit ( 1 x 1 ) m Kayu Borneo

1m² Pasang Rangka Langit - langit ( 30 x 60 )cm Kayu Jati

1m² Pasang Rangka Langit - langit ( 30 x 60 )cm Kayu Kamper

1m² Pasang Rangka Langit - langit ( 30 x 60 )cm Kayu Borneo

Page 15: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Tukang Kayu 0.300 Oh 38,500.00 11,550 Kepala Tukang 0.030 Oh 44,000.00 1,320 Mandor 0.010 Oh 55,000.00 550

749,320.00 22,577.50 771,897.50

Bahan

Balok Kayu Jati 0.027 m3 27,500,000.00 742,500.00 Paku Biasa 2" - 5" 0.200 Kg 34,100.00 6,820.00 Tenaga

Perkerja 0.250 Oh 27,500.00 6,875 Tukang Kayu 0.350 Oh 38,500.00 13,475 Kepala Tukang 0.035 Oh 44,000.00 1,540 Mandor 0.0125 Oh 55,000.00 688

51,370.00 22,577.50 73,947.50

Bahan

Balok Kayu Kamper 0.027 m3 1,650,000.00 44,550.00 Paku Biasa 2" - 5" 0.200 Kg 34,100.00 6,820.00 Tenaga

Perkerja 0.250 Oh 27,500.00 6,875 Tukang Kayu 0.350 Oh 38,500.00 13,475 Kepala Tukang 0.035 Oh 44,000.00 1,540 Mandor 0.0125 Oh 55,000.00 688

50,020.00 22,577.50 72,597.50

Bahan

Balok Kayu Borneo 0.027 m3 1,600,000.00 43,200.00 Paku Biasa 2" - 5" 0.200 Kg 34,100.00 6,820.00 Tenaga

Perkerja 0.250 Oh 27,500.00 6,875 Tukang Kayu 0.350 Oh 38,500.00 13,475 Kepala Tukang 0.035 Oh 44,000.00 1,540 Mandor 0.0125 Oh 55,000.00 688

1m' Pasang Lisplank ( 3 x 20 )cm Kayu Jati 199,705.00 11,825.00 211,530.00

Bahan

Papan Kayu Jati 0.0072 m3 27,500,000.00 198,000.00 Paku Biasa 2" - 5" 0.050 Kg 34,100.00 1,705.00 Tenaga

Perkerja 0.100 Oh 27,500.00 2,750 Tukang Kayu 0.200 Oh 38,500.00 7,700 Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.005 Oh 55,000.00 275

1m' Pasang Lisplank ( 3 x 20 )cm Kayu Kamper 16,357.00 11,825.00 28,182.00

Bahan

Papan Kayu Kamper 0.0072 m3 2,035,000.00 14,652.00 Paku Biasa 2" - 5" 0.050 Kg 34,100.00 1,705.00 Tenaga

Perkerja 0.100 Oh 27,500.00 2,750 Tukang Kayu 0.200 Oh 38,500.00 7,700 Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.005 Oh 55,000.00 275

1m' Pasang Lisplank ( 3 x 30 )cm Kayu Jati 304,205.00 12,738.00 316,943.00

Bahan

Papan Kayu Jati 0.0110 m3 27,500,000.00 302,500.00 Paku Biasa 2" - 5" 0.050 Kg 34,100.00 1,705.00 Tenaga

Perkerja 0.110 Oh 27,500.00 3,025 Tukang Kayu 0.220 Oh 38,500.00 8,470 Kepala Tukang 0.022 Oh 44,000.00 968 Mandor 0.005 Oh 55,000.00 275

1m' Pasang Lisplank ( 3 x 30 )cm Kayu Kamper 24,090.00 12,738.00 36,828.00

Bahan

Papan Kayu Kamper 0.0110 m3 2,035,000.00 22,385.00 Paku Biasa 2" - 5" 0.050 Kg 34,100.00 1,705.00 Tenaga

Perkerja 0.110 Oh 27,500.00 3,025 Tukang Kayu 0.220 Oh 38,500.00 8,470 Kepala Tukang 0.022 Oh 44,000.00 968 Mandor 0.005 Oh 55,000.00 275

1m' Pasang Lisplank 2 x( 3 x 20 )cm Kayu Kamper 31,553.50 18,975.00 50,528.50

Bahan

Papan Kayu Kamper 0.0145 m3 2,035,000.00 29,507.50 Paku Biasa 2" - 5" 0.060 Kg 34,100.00 2,046.00 Tenaga

Perkerja 0.150 Oh 27,500.00 4,125 Tukang Kayu 0.250 Oh 38,500.00 9,625

1m² Pasang Rangka Langit - langit ( 30 x 30 )cm Kayu Jati

1m² Pasang Rangka Langit - langit ( 30 x 30 )cm Kayu Kamper

1m² Pasang Rangka Langit - langit ( 30 x 30 )cm Kayu Borneo

Page 16: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.075 Oh 55,000.00 4,125

1m' Pasang Lisplank 2 x( 2 x 20 )cm Kayu Kamper 19,547.00 9,790.00 29,337.00

Bahan

Papan Kayu Kamper 0.0086 m3 2,035,000.00 17,501.00 Paku Biasa 2" - 5" 0.060 Kg 34,100.00 2,046.00 Tenaga

Perkerja 0.100 Oh 27,500.00 2,750 Tukang Kayu 0.100 Oh 38,500.00 3,850 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.050 Oh 55,000.00 2,750

1m' Pasang Lisplank 2 x( 2 x 20 )cm Kayu Borneo 19,954.00 9,790.00 29,744.00

Bahan

Papan Kayu Borneo 0.0088 m3 2,035,000.00 17,908.00 Paku Biasa 2" - 5" 0.060 Kg 34,100.00 2,046.00 Tenaga

Perkerja 0.100 Oh 27,500.00 2,750 Tukang Kayu 0.100 Oh 38,500.00 3,850 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.050 Oh 55,000.00 2,750

49,830.00 27,555.00 77,385.00

Bahan

Balok Kayu Kamper 0.0195 m3 1,650,000.00 32,175.00 Papan Kayu Kamper 0.007 m3 2,035,000.00 14,245.00 Paku Biasa 2" - 5" 0.100 Kg 34,100.00 3,410.00 Tenaga

Perkerja 0.150 Oh 27,500.00 4,125 Tukang Kayu 0.450 Oh 38,500.00 17,325 Kepala Tukang 0.045 Oh 44,000.00 1,980 Mandor 0.075 Oh 55,000.00 4,125

48,855.00 27,555.00 76,410.00

Bahan

Balok Kayu Borneo 0.0195 m3 1,600,000.00 31,200.00 Papan Kayu Borneo 0.007 m3 2,035,000.00 14,245.00 Paku Biasa 2" - 5" 0.100 Kg 34,100.00 3,410.00 Tenaga

Perkerja 0.150 Oh 27,500.00 4,125 Tukang Kayu 0.450 Oh 38,500.00 17,325 Kepala Tukang 0.045 Oh 44,000.00 1,980 Mandor 0.075 Oh 55,000.00 4,125

49,830.00 27,555.00 77,385.00

Bahan

Balok Kayu Kamper 0.0195 m3 1,650,000.00 32,175.00 Papan Kayu Kamper 0.007 m3 2,035,000.00 14,245.00 Paku Biasa 2" - 5" 0.100 Kg 34,100.00 3,410.00 Tenaga

Perkerja 0.150 Oh 27,500.00 4,125 Tukang Kayu 0.450 Oh 38,500.00 17,325 Kepala Tukang 0.045 Oh 44,000.00 1,980 Mandor 0.075 Oh 55,000.00 4,125

49,830.00 27,555.00 77,385.00

Bahan

Balok Kayu Kamper 0.0195 m3 1,650,000.00 32,175.00 Papan Kayu Kamper 0.007 m3 2,035,000.00 14,245.00 Paku Biasa 2" - 5" 0.100 Kg 34,100.00 3,410.00 Tenaga

Perkerja 0.150 Oh 27,500.00 4,125 Tukang Kayu 0.450 Oh 38,500.00 17,325 Kepala Tukang 0.045 Oh 44,000.00 1,980 Mandor 0.075 Oh 55,000.00 4,125

98,274.00 31,790.00 130,064.00

Bahan

Balok Kayu Kamper 0.0195 m3 1,650,000.00 32,175.00 Papan Kayu Kamper 0.007 m3 2,035,000.00 14,245.00 Paku Biasa 2" - 5" 0.100 Kg 34,100.00 3,410.00 Lem Kayu 0.560 lt 9,900.00 5,544.00 Plywood 4 mm 1.000 lbr 42,900.00 42,900.00 Tenaga

Perkerja 0.200 Oh 27,500.00 5,500 Tukang Kayu 0.600 Oh 38,500.00 23,100 Kepala Tukang 0.060 Oh 44,000.00 2,640 Mandor 0.010 Oh 55,000.00 550

201,025.00 95,370.00 296,395.00

1m² Pasang Rangka Dinding Pemisah Kayu Kamper

1m² Pasang Rangka Dinding Pemisah Kayu Borneo

1m² Pasang Dinding Pemisah Teakwood Rangkap, RangkaKayu Kamper

1m² Pasang Dinding Pemisah Teakwood Rangkap, Rangka Kayu Kamper

1m² Pasang Dinding Pemisah Plywood Rangkap, Rangka Kayu Kamper

1m² Pasang Dinding Lambriziring dari papan Kayu jati

Page 17: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Bahan

Papan Kayu Jati 0.007 m3 27,500,000.00 192,500.00 Paku Biasa 2" - 5" 0.100 Kg 34,100.00 3,410.00 Paku Skrup 3.5" 0.150 Kg 34,100.00 5,115.00 Tenaga

Perkerja 0.600 Oh 27,500.00 16,500 Tukang Kayu 1.800 Oh 38,500.00 69,300 Kepala Tukang 0.180 Oh 44,000.00 7,920 Mandor 0.030 Oh 55,000.00 1,650

18,865.00 3,976.50 22,841.50

Bahan

Plywood 4 mm 0.400 lbr 42,900.00 17,160.00 0.050 Kg 34,100.00 1,705.00

Tenaga

Perkerja 0.025 Oh 27,500.00 688 Tukang Kayu 0.075 Oh 38,500.00 2,888 Kepala Tukang 0.0075 Oh 44,000.00 330 Mandor 0.0013 Oh 55,000.00 72

18,480.00 1,529.00 20,009.00

Bahan

Kayu Profil 1.050 m' 17,600.00 18,480.00 Tenaga

Perkerja 0.021 Oh 27,500.00 578 Tukang Kayu 0.021 Oh 38,500.00 809 Kepala Tukang 0.0020 Oh 44,000.00 88 Mandor 0.0010 Oh 55,000.00 55

PEKERJAAN BETON

28,690.00 32,758.00 61,448.00

Bahan

Semen Portland 10.000 Kg 1,100.00 11,000.00 Pasir Beton 0.026 m3 215,000.00 5,590.00 Koral Beton 0.044 m3 275,000.00 12,100.00 Tenaga

Perkerja 1.150 Oh 27,500.00 31,625 Tukang Batu 0.020 Oh 35,750.00 715 Kepala Tukang 0.002 Oh 44,000.00 88 Mandor 0.006 Oh 55,000.00 330

590,850.00 59,812.50 650,662.50

Bahan

Semen Portland 218.000 Kg 1,100.00 239,800.00 Pasir Beton 0.520 m3 215,000.00 111,800.00 Koral Beton 0.870 m3 275,000.00 239,250.00 Tenaga

Perkerja 1.650 Oh 27,500.00 45,375 Tukang Batu 0.250 Oh 35,750.00 8,938 Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.080 Oh 55,000.00 4,400

576,250.00 59,812.50 636,062.50

Bahan

Semen Portland 197.000 Kg 1,100.00 216,700.00 Pasir Beton 0.470 m3 215,000.00 101,050.00 Koral Beton 0.940 m3 275,000.00 258,500.00 Tenaga

Perkerja 1.650 Oh 27,500.00 45,375 Tukang Batu 0.250 Oh 35,750.00 8,938 Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.080 Oh 55,000.00 4,400

552,100.00 59,812.50 611,912.50

Bahan

Semen Portland 173.000 Kg 1,100.00 190,300.00 Pasir Beton 0.570 m3 215,000.00 122,550.00 Koral Beton 0.870 m3 275,000.00 239,250.00 Tenaga

Perkerja 1.650 Oh 27,500.00 45,375 Tukang Batu 0.250 Oh 35,750.00 8,938 Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.080 Oh 55,000.00 4,400

581,500.00 59,812.50 641,312.50

Bahan

Semen Portland 232.000 Kg 1,100.00 255,200.00 Pasir Beton 0.520 m3 215,000.00 111,800.00 Koral Beton 0.780 m3 275,000.00 214,500.00 Tenaga

1m² Pasang Plywood tebal 4mm, untuk dinding

Paku Biasa ½" - 1"

1m² Pasang List Plafond Kayu Profil

1 m2 Membuat Lantai Kerja Beton Tumbuk 1 Pc : 3 Ps : 5 Kr

1 m³ Membuat Beton Tumbuk 1 Pc : 3 Ps : 5 Kr

1 m³ Membuat Beton Tumbuk 1 Pc : 3 Ps : 6 Kr

1 m³ Membuat Beton Tumbuk 1 Pc : 4 Ps : 6 Kr

1 m³ Membuat Beton 1 Pc : 2 Ps : 3 Kr

Page 18: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Perkerja 1.650 Oh 27,500.00 45,375 Tukang Batu 0.250 Oh 35,750.00 8,938 Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.080 Oh 55,000.00 4,400

652,250.00 59,812.50 712,062.50

Bahan

Semen Portland 280.000 Kg 1,100.00 308,000.00 Pasir Beton 0.450 m3 215,000.00 96,750.00 Koral Beton 0.900 m3 275,000.00 247,500.00 Tenaga

Perkerja 1.650 Oh 27,500.00 45,375 Tukang Batu 0.250 Oh 35,750.00 8,938 Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.080 Oh 55,000.00 4,400

700,100.00 59,812.50 759,912.50

Bahan

Semen Portland 352.000 Kg 1,100.00 387,200.00 Pasir Beton 0.560 m3 215,000.00 120,400.00 Koral Beton 0.700 m3 275,000.00 192,500.00 Tenaga

Perkerja 1.650 Oh 27,500.00 45,375 Tukang Batu 0.250 Oh 35,750.00 8,938 Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.080 Oh 55,000.00 4,400

631,500.00 59,812.50 691,312.50

Bahan

Semen Portland 357.000 Kg 1,100.00 392,700.00 Pasir Beton 0.420 m3 215,000.00 90,300.00 Koral Beton 0.540 m3 275,000.00 148,500.00 Tenaga

Perkerja 1.650 Oh 27,500.00 45,375 Tukang Batu 0.250 Oh 35,750.00 8,938 Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.080 Oh 55,000.00 4,400

740,150.00 59,812.50 799,962.50

Bahan

Semen Portland 386.000 Kg 1,100.00 424,600.00 Pasir Beton 0.470 m3 215,000.00 101,050.00 Koral Beton 0.780 m3 275,000.00 214,500.00 Tenaga

Perkerja 1.650 Oh 27,500.00 45,375 Tukang Batu 0.250 Oh 35,750.00 8,938 Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.080 Oh 55,000.00 4,400

809,950.00 59,812.50 869,762.50

Bahan

Semen Portland 479.000 Kg 1,100.00 526,900.00 Pasir Beton 0.370 m3 215,000.00 79,550.00 Koral Beton 0.740 m3 275,000.00 203,500.00 Tenaga

Perkerja 1.650 Oh 27,500.00 45,375 Tukang Batu 0.250 Oh 35,750.00 8,938 Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.080 Oh 55,000.00 4,400

828,892.00 59,812.50 888,704.50

Bahan

Semen Portland 479.000 Kg 1,100.00 526,900.00 Pasir Beton 0.370 m3 215,000.00 79,550.00 Koral Beton 0.740 m3 275,000.00 203,500.00 Rapidrant 2.460 gln 7,700.00 18,942.00 Tenaga

Perkerja 1.650 Oh 27,500.00 45,375 Tukang Batu 0.250 Oh 35,750.00 8,938 Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.080 Oh 55,000.00 4,400

708,450.00 124,052.50 832,502.50

Bahan

Semen Portland 336.000 Kg 1,100.00 369,600.00 Pasir Beton 0.540 m3 215,000.00 116,100.00 Koral Beton 0.810 m3 275,000.00 222,750.00 Tenaga

Perkerja 2.000 Oh 27,500.00 55,000 Tukang Batu 0.350 Oh 35,750.00 12,513 Kepala Tukang 0.035 Oh 44,000.00 1,540

1 m³ Membuat Beton Bertulang 1 Pc : 2 Ps : 4 Kr

1 m³ Membuat Beton Bertulang 1 Pc : 2 Ps : 2.5 Kr

1 m³ Membuat Beton Bertulang 1 Pc : 1.5 Ps : 3Kr

1 m³ Membuat Beton Bertulang 1 Pc : 1.5 Ps : 2.5Kr

1 m³ Membuat Beton Bertulang 1 Pc : 1 Ps : 2Kr

1 m³ Membuat Tiang Pancang Prestressed Beton

1 m³ Membuat Beton Bertulang 1 Pc : 2Ps : 3 Splt

Page 19: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Mandor 1.000 Oh 55,000.00 55,000

676,900.00 124,052.50 800,952.50

Bahan

Semen Portland 291.000 Kg 1,100.00 320,100.00 Pasir Beton 0.470 m3 215,000.00 101,050.00 Koral Beton 0.930 m3 275,000.00 255,750.00 Tenaga

Perkerja 2.000 Oh 27,500.00 55,000 Tukang Batu 0.350 Oh 35,750.00 12,513 Kepala Tukang 0.035 Oh 44,000.00 1,540 Mandor 1.000 Oh 55,000.00 55,000

740,300.00 124,052.50 864,352.50

Bahan

Semen Portland 367.000 Kg 1,100.00 403,700.00 Pasir Beton 0.440 m3 215,000.00 94,600.00 Koral Beton 0.880 m3 275,000.00 242,000.00 Tenaga

Perkerja 2.000 Oh 27,500.00 55,000 Tukang Batu 0.350 Oh 35,750.00 12,513 Kepala Tukang 0.035 Oh 44,000.00 1,540 Mandor 1.000 Oh 55,000.00 55,000

763,200.00 124,052.50 887,252.50

Bahan

Semen Portland 400.000 Kg 1,100.00 440,000.00 Pasir Beton 0.480 m3 215,000.00 103,200.00 Koral Beton 0.800 m3 275,000.00 220,000.00 Tenaga

Perkerja 2.000 Oh 27,500.00 55,000 Tukang Batu 0.350 Oh 35,750.00 12,513 Kepala Tukang 0.035 Oh 44,000.00 1,540 Mandor 1.000 Oh 55,000.00 55,000

931,300.00 124,052.50 1,055,352.50

Bahan

Semen Portland 615.000 Kg 1,100.00 676,500.00 Pasir Beton 0.520 m3 215,000.00 111,800.00 Koral Beton 0.520 m3 275,000.00 143,000.00 Tenaga

Perkerja 2.000 Oh 27,500.00 55,000 Tukang Batu 0.350 Oh 35,750.00 12,513 Kepala Tukang 0.035 Oh 44,000.00 1,540 Mandor 1.000 Oh 55,000.00 55,000

769,140.00 124,052.50 893,192.50

Bahan

Semen Portland 400.000 Kg 1,100.00 440,000.00 Pasir Beton 0.480 m3 215,000.00 103,200.00 Koral Beton 0.800 m3 275,000.00 220,000.00 Strorox - 100 1.200 Kg 4,950.00 5,940.00 Tenaga

Perkerja 2.000 Oh 27,500.00 55,000 Tukang Batu 0.350 Oh 35,750.00 12,513 Kepala Tukang 0.035 Oh 44,000.00 1,540 Mandor 1.000 Oh 55,000.00 55,000

36,960.00 2,689.50 39,649.50

Bahan

Waterstop lebar 150 mm 1.050 m' 35,200.00 36,960.00 Tenaga

Perkerja 0.050 Oh 27,500.00 1,375 Tukang Batu 0.030 Oh 35,750.00 1,073 Kepala Tukang 0.003 Oh 44,000.00 132 Mandor 0.002 Oh 55,000.00 110

40,425.00 2,711.50 43,136.50

Bahan

Waterstop lebar 200 mm 1.050 m' 38,500.00 40,425.00 Tenaga

Perkerja 0.050 Oh 27,500.00 1,375 Tukang Batu 0.030 Oh 35,750.00 1,073 Kepala Tukang 0.0035 Oh 44,000.00 154 Mandor 0.002 Oh 55,000.00 110

42,735.00 27,802.50 70,537.50

Bahan

Waterstop lebar 230 mm 1.050 m' 40,700.00 42,735.00 Tenaga

Perkerja 0.550 Oh 27,500.00 15,125

1 m³ Membuat Beton Bertulang 1 Pc : 2Ps : 4 Splt

1 m³ Membuat Beton Bertulang 1 Pc : 1.5Ps : 3 Splt

1 m³ Membuat Beton Bertulang 1 Pc : 1.5Ps : 2.5 Splt

1 m³ Membuat Beton Bertulang 1 Pc : 1Ps : 1Splt

1 m³ Membuat Beton Kedap Air dengan Strorox - 100

1 m' Memasang PVC Waterstop lebar 150 mm

1 m' Memasang PVC Waterstop lebar 200 mm

1 m' Memasang PVC Waterstop lebar 230 mm

Page 20: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Tukang Batu 0.350 Oh 35,750.00 12,513 Mandor 0.003 Oh 55,000.00 165

47,355.00 27,802.50 75,157.50

Bahan

Waterstop lebar 250 mm 1.050 m' 45,100.00 47,355.00 Tenaga

Perkerja 0.550 Oh 27,500.00 15,125 Tukang Batu 0.350 Oh 35,750.00 12,513 Mandor 0.003 Oh 55,000.00 165

53,130.00 27,802.50 80,932.50

Bahan

Waterstop lebar 300 mm 1.050 m' 50,600.00 53,130.00 Tenaga

Perkerja 0.550 Oh 27,500.00 15,125 Tukang Batu 0.350 Oh 35,750.00 12,513 Mandor 0.003 Oh 55,000.00 165

75,075.00 27,802.50 102,877.50

Bahan

Waterstop lebar 320 mm 1.050 m' 71,500.00 75,075.00 Tenaga

Perkerja 0.550 Oh 27,500.00 15,125 Tukang Batu 0.350 Oh 35,750.00 12,513 Mandor 0.003 Oh 55,000.00 165

1 Kg Pembesian dengan Besi Polos atau Besi Ulir 17,646.75 490.05 18,136.80

Bahan

Besi Beton ( Polos / Ulir ) 1.050 Kg 16,500.00 17,325.00 Kawat Beton 0.015 Kg 21,450.00 321.75 Tenaga

Perkerja 0.007 Oh 27,500.00 193 Tukang Besi 0.007 Oh 35,750.00 250 Kepala Tukang 0.0007 Oh 44,000.00 31 Mandor 0.0003 Oh 55,000.00 17

1 Kg Kabel Presstressed Polos / Strands 17,539.50 354.75 17,894.25

Bahan

Besi Beton ( Polos / Ulir ) 1.050 Kg 16,500.00 17,325.00 Kawat Beton 0.010 Kg 21,450.00 214.50 Tenaga

Perkerja 0.005 Oh 27,500.00 138 Tukang Besi 0.005 Oh 35,750.00 179 Kepala Tukang 0.0005 Oh 44,000.00 22 Mandor 0.0003 Oh 55,000.00 17

1 Kg Jaring Kawat Baja 39,707.25 1,773.75 41,481.00

Bahan

Besi Jaring Kawat Baja 1.020 Kg 22,000.00 22,440.00 Kawat Beton 0.805 Kg 21,450.00 17,267.25 Tenaga

Perkerja 0.025 Oh 27,500.00 688 Tukang Besi 0.025 Oh 35,750.00 894 Kepala Tukang 0.0025 Oh 44,000.00 110 Mandor 0.0015 Oh 55,000.00 83

1 m2 Pasang Bekisting 108,955.00 22,737.00 131,692.00

Bahan

Kayu Terentang 0.040 m3 1,540,000.00 61,600.00 Paku Biasa 2" - 5" 0.400 Kg 34,100.00 13,640.00 Minyak Bekisting 0.200 Lt 4,950.00 990.00 Plywood 9 mm 0.350 lbr 49,500.00 17,325.00

2.000 btg 7,700.00 15,400.00 Tenaga

Perkerja 0.300 Oh 27,500.00 8,250 Tukang Kayu 0.330 Oh 38,500.00 12,705 Kepala Tukang 0.0330 Oh 44,000.00 1,452 Mandor 0.0060 Oh 55,000.00 330

1 m2 Pasangan Stoot Werk 196,537.00 21,560.00 218,097.00

Bahan

Kayu Kaso 5 / 7 (borneo) 0.0882 m3 2,035,000.00 179,487.00 Paku 0.5000 kg 34,100.00 17,050.00 Tenaga

Perkerja 0.1500 org 27,500.00 4,125 Tukang Kayu 0.2000 org 38,500.00 7,700 Kepala Tukang 0.2000 org 44,000.00 8,800 Mandor 0.0170 org 55,000.00 935

1 m2 Pasang Bekisting untuk Pondasi 72,325.00 19,679.00 92,004.00

1 m' Memasang PVC Waterstop lebar 250 mm

1 m' Memasang PVC Waterstop lebar 300 mm

1 m' Memasang PVC Waterstop lebar 320 mm

Dolken Kayu Galam Ø 8 - 10 / 4m

Page 21: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Bahan

Kayu Terentang 0.040 m3 1,540,000.00 61,600.00 Paku Biasa 2" - 5" 0.300 Kg 34,100.00 10,230.00 Minyak Bekisting 0.100 Lt 4,950.00 495.00 Tenaga

Perkerja 0.300 Oh 27,500.00 8,250 Tukang Kayu 0.260 Oh 38,500.00 10,010 Kepala Tukang 0.0260 Oh 44,000.00 1,144 Mandor 0.0050 Oh 55,000.00 275

1 m2 Pasang Bekisting untuk Sloof 72,325.00 19,679.00 92,004.00

Bahan

Kayu Terentang 0.040 m3 1,540,000.00 61,600.00 Paku Biasa 2" - 5" 0.300 Kg 34,100.00 10,230.00 Minyak Bekisting 0.100 Lt 4,950.00 495.00 Tenaga

Perkerja 0.300 Oh 27,500.00 8,250 Tukang Kayu 0.260 Oh 38,500.00 10,010 Kepala Tukang 0.0260 Oh 44,000.00 1,144 Mandor 0.0050 Oh 55,000.00 275

1 m2 Pasang Bekisting untuk Kolom 132,955.00 22,737.00 155,692.00

Bahan

Kayu Terentang 0.040 m3 1,540,000.00 61,600.00 Paku Biasa 2" - 5" 0.400 Kg 34,100.00 13,640.00 Minyak Bekisting 0.200 Lt 4,950.00 990.00 Balok Kayu Borneo 0.015 m3 1,600,000.00 24,000.00 Plywood 9 mm 0.350 lbr 49,500.00 17,325.00

2.000 btg 7,700.00 15,400.00 Tenaga

Perkerja 0.300 Oh 27,500.00 8,250 Tukang Kayu 0.330 Oh 38,500.00 12,705 Kepala Tukang 0.0330 Oh 44,000.00 1,452 Mandor 0.0060 Oh 55,000.00 330

1 m2 Pasang Bekisting untuk Balok 137,755.00 23,287.00 161,042.00

Bahan

Kayu Terentang 0.040 m3 1,540,000.00 61,600.00 Paku Biasa 2" - 5" 0.400 Kg 34,100.00 13,640.00 Minyak Bekisting 0.200 Lt 4,950.00 990.00 Balok Kayu Borneo 0.018 m3 1,600,000.00 28,800.00 Plywood 9 mm 0.350 lbr 49,500.00 17,325.00

2.000 btg 7,700.00 15,400.00 Tenaga

Perkerja 0.320 Oh 27,500.00 8,800 Tukang Kayu 0.330 Oh 38,500.00 12,705 Kepala Tukang 0.0330 Oh 44,000.00 1,452 Mandor 0.0060 Oh 55,000.00 330

1 m2 Pasang Bekisting untuk Lantai 163,755.00 22,379.50 186,134.50

Bahan

Kayu Terentang 0.040 m3 1,540,000.00 61,600.00 Paku Biasa 2" - 5" 0.400 Kg 34,100.00 13,640.00 Minyak Bekisting 0.200 Lt 4,950.00 990.00 Balok Kayu Borneo 0.015 m3 1,600,000.00 24,000.00 Plywood 9 mm 0.350 lbr 49,500.00 17,325.00

6.000 btg 7,700.00 46,200.00 Tenaga

Perkerja 0.320 Oh 27,500.00 8,800 Tukang Batu 0.330 Oh 35,750.00 11,798 Kepala Tukang 0.033 Oh 44,000.00 1,452 Mandor 0.006 Oh 55,000.00 330

1 m2 Pasang Bekisting untuk Dinding 449,755.00 23,287.00 473,042.00

Bahan

Kayu Terentang 0.040 m3 1,540,000.00 61,600.00 Paku Biasa 2" - 5" 0.400 Kg 34,100.00 13,640.00 Minyak Bekisting 0.200 Lt 4,950.00 990.00 Balok Kayu Borneo 0.015 m3 1,600,000.00 24,000.00 Plywood 9 mm 0.350 lbr 49,500.00 17,325.00

6.000 btg 7,700.00 46,200.00 Formtie / penjaga jarak bekisting 4.000 bh 71,500.00 286,000.00 Tenaga

Perkerja 0.320 Oh 27,500.00 8,800 Tukang Kayu 0.330 Oh 38,500.00 12,705 Kepala Tukang 0.033 Oh 44,000.00 1,452 Mandor 0.006 Oh 55,000.00 330

1 m2 Pasang Bekisting untuk Tangga 117,307.50 23,287.00 140,594.50

Bahan

Kayu Terentang 0.030 m3 1,540,000.00 46,200.00

Dolken Kayu Galam Ø 8 - 10 / 4m

Dolken Kayu Galam Ø 8 - 10 / 4m

Dolken Kayu Galam Ø 8 - 10 / 4m

Dolken Kayu Galam Ø 8 - 10 / 4m

Page 22: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Paku Biasa 2" - 5" 0.400 Kg 34,100.00 13,640.00 Minyak Bekisting 0.150 Lt 4,950.00 742.50 Balok Kayu Borneo 0.015 m3 1,600,000.00 24,000.00 Plywood 9 mm 0.350 lbr 49,500.00 17,325.00

2.000 btg 7,700.00 15,400.00 Tenaga

Perkerja 0.320 Oh 27,500.00 8,800 Tukang Kayu 0.330 Oh 38,500.00 12,705 Kepala Tukang 0.033 Oh 44,000.00 1,452 Mandor 0.006 Oh 55,000.00 330

3,490,992.50 217,195.00 3,708,187.50

Bahan

Kayu Terentang 0.200 m3 1,540,000.00 308,000.00 Paku Biasa 2" - 5" 1.500 Kg 34,100.00 51,150.00 Minyak Bekisting 0.400 Lt 4,950.00 1,980.00 Besi Beton Polos 150.000 Kg 16,000.00 2,400,000.00 Kawat Beton 2.250 Kg 21,450.00 48,262.50 Semen Portland 323.000 Kg 1,100.00 355,300.00 Pasir Beton 0.520 m3 215,000.00 111,800.00 Koral Beton 0.780 m3 275,000.00 214,500.00 Tenaga

Perkerja 3.900 Oh 27,500.00 107,250 Tukang Batu 0.350 Oh 35,750.00 12,513 Tukang Kayu 1.040 Oh 38,500.00 40,040 Tukang Besi 1.050 Oh 35,750.00 37,538 Kepala Tukang 0.245 Oh 44,000.00 10,780 Mandor 0.165 Oh 55,000.00 9,075

4,432,920.00 279,911.50 4,712,831.50

Bahan

Kayu Terentang 0.270 m3 1,540,000.00 415,800.00 Paku Biasa 2" - 5" 2.000 Kg 34,100.00 68,200.00 Minyak Bekisting 0.600 Lt 4,950.00 2,970.00 Besi Beton Polos 200.000 Kg 16,000.00 3,200,000.00 Kawat Beton 3.000 Kg 21,450.00 64,350.00 Semen Portland 323.000 Kg 1,100.00 355,300.00 Pasir Beton 0.520 m3 215,000.00 111,800.00 Koral Beton 0.780 m3 275,000.00 214,500.00 Tenaga

Perkerja 4.850 Oh 27,500.00 133,375 Tukang Batu 0.350 Oh 35,750.00 12,513 Tukang Kayu 1.560 Oh 38,500.00 60,060 Tukang Besi 1.400 Oh 35,750.00 50,050 Kepala Tukang 0.331 Oh 44,000.00 14,564 Mandor 0.170 Oh 55,000.00 9,350

6,961,925.00 454,217.50 7,416,142.50

Bahan

Kayu Terentang 0.400 m3 1,540,000.00 616,000.00 Paku Biasa 2" - 5" 4.000 Kg 34,100.00 136,400.00 Minyak Bekisting 2.000 Lt 4,950.00 9,900.00 Besi Beton Polos 300.000 Kg 16,000.00 4,800,000.00 Kawat Beton 4.500 Kg 21,450.00 96,525.00 Semen Portland 323.000 Kg 1,100.00 355,300.00 Pasir Beton 0.520 m3 215,000.00 111,800.00 Koral Beton 0.780 m3 275,000.00 214,500.00 Kayu Balok Borneo 0.150 m3 1,815,000.00 272,250.00 Plywood 9 mm 3.500 lbr 49,500.00 173,250.00

20.000 btg 8,800.00 176,000.00 Tenaga

Perkerja 7.300 Oh 27,500.00 200,750 Tukang Batu 0.350 Oh 35,750.00 12,513 Tukang Kayu 3.300 Oh 38,500.00 127,050 Tukang Besi 2.100 Oh 35,750.00 75,075 Kepala Tukang 0.570 Oh 44,000.00 25,080 Mandor 0.250 Oh 55,000.00 13,750

5,089,290.00 365,722.50 5,455,012.50

Bahan

Kayu Terentang 0.320 m3 1,540,000.00 492,800.00 Paku Biasa 2" - 5" 3.200 Kg 34,100.00 109,120.00 Minyak Bekisting 1.600 Lt 4,950.00 7,920.00 Besi Beton Polos 200.000 Kg 16,000.00 3,200,000.00 Kawat Beton 3.000 Kg 21,450.00 64,350.00 Semen Portland 323.000 Kg 1,100.00 355,300.00 Pasir Beton 0.520 m3 215,000.00 111,800.00 Koral Beton 0.780 m3 275,000.00 214,500.00 Kayu Balok Borneo 0.140 m3 1,815,000.00 254,100.00 Plywood 9 mm 2.800 lbr 49,500.00 138,600.00

16.000 btg 8,800.00 140,800.00

Dolken Kayu Galam Ø 8 - 10 / 4m

1 m³ Membuat Pondasi Beton Bertulang ( 150 Kg + bekisting )

1 m³ Membuat Sloof Beton Bertulang ( 200 Kg + bekisting )

1 m³ Membuat Kolom Beton Bertulang ( 300 Kg + bekisting )

Dolken Ø 8 / 4 m

1 m³ Membuat Balok Beton Bertulang ( 200 Kg + bekisting )

Dolken Ø 8 / 4 m

Page 23: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Tenaga

Perkerja 5.960 Oh 27,500.00 163,900 Tukang Batu 0.350 Oh 35,750.00 12,513 Tukang Kayu 2.800 Oh 38,500.00 107,800 Tukang Besi 1.400 Oh 35,750.00 50,050 Kepala Tukang 0.455 Oh 44,000.00 20,020 Mandor 0.208 Oh 55,000.00 11,440

4,377,702.50 346,005.00 4,723,707.50

Bahan

Kayu Terentang 0.320 m3 1,540,000.00 492,800.00 Paku Biasa 2" - 5" 3.200 Kg 34,100.00 109,120.00 Minyak Bekisting 1.600 Lt 4,950.00 7,920.00 Besi Beton Polos 150.000 Kg 16,000.00 2,400,000.00 Kawat Beton 2.250 Kg 21,450.00 48,262.50 Semen Portland 323.000 Kg 1,100.00 355,300.00 Pasir Beton 0.520 m3 215,000.00 111,800.00 Koral Beton 0.780 m3 275,000.00 214,500.00 Kayu Balok Borneo 0.120 m3 1,815,000.00 217,800.00 Plywood 9 mm 2.800 lbr 49,500.00 138,600.00

32.000 btg 8,800.00 281,600.00 Tenaga

Perkerja 5.800 Oh 27,500.00 159,500 Tukang Batu 0.350 Oh 35,750.00 12,513 Tukang Kayu 2.800 Oh 38,500.00 107,800 Tukang Besi 1.050 Oh 35,750.00 37,538 Kepala Tukang 0.420 Oh 44,000.00 18,480 Mandor 0.185 Oh 55,000.00 10,175

4,256,702.50 333,905.00 4,590,607.50

Bahan

Kayu Terentang 0.240 m3 1,540,000.00 369,600.00 Paku Biasa 2" - 5" 3.200 Kg 34,100.00 109,120.00 Minyak Bekisting 1.600 Lt 4,950.00 7,920.00 Besi Beton Polos 150.000 Kg 16,000.00 2,400,000.00 Kawat Beton 2.250 Kg 21,450.00 48,262.50 Semen Portland 323.000 Kg 1,100.00 355,300.00 Pasir Beton 0.520 m3 215,000.00 111,800.00 Koral Beton 0.780 m3 275,000.00 214,500.00 Kayu Balok Borneo 0.160 m3 1,815,000.00 290,400.00 Plywood 9 mm 2.800 lbr 49,500.00 138,600.00

24.000 btg 8,800.00 211,200.00 Tenaga

Perkerja 5.600 Oh 27,500.00 154,000 Tukang Batu 0.350 Oh 35,750.00 12,513 Tukang Kayu 2.640 Oh 38,500.00 101,640 Tukang Besi 1.050 Oh 35,750.00 37,538 Kepala Tukang 0.400 Oh 44,000.00 17,600 Mandor 0.193 Oh 55,000.00 10,615

4,876,715.00 334,042.50 5,210,757.50

Bahan

Kayu Terentang 0.250 m3 1,540,000.00 385,000.00 Paku Biasa 2" - 5" 3.000 Kg 34,100.00 102,300.00 Minyak Bekisting 1.200 Lt 4,950.00 5,940.00 Besi Beton Polos 200.000 Kg 16,000.00 3,200,000.00 Kawat Beton 3.000 Kg 21,450.00 64,350.00 Semen Portland 323.000 Kg 1,100.00 355,300.00 Pasir Beton 0.520 m3 215,000.00 111,800.00 Koral Beton 0.780 m3 275,000.00 214,500.00 Kayu Balok Borneo 0.105 m3 1,815,000.00 190,575.00 Plywood 9 mm 2.500 lbr 49,500.00 123,750.00

14.000 btg 8,800.00 123,200.00 Tenaga

Perkerja 5.600 Oh 27,500.00 154,000 Tukang Batu 0.350 Oh 35,750.00 12,513 Tukang Kayu 2.300 Oh 38,500.00 88,550 Tukang Besi 1.400 Oh 35,750.00 50,050 Kepala Tukang 0.405 Oh 44,000.00 17,820 Mandor 0.202 Oh 55,000.00 11,110

69,238.50 4,279.00 73,517.50

Bahan

Kayu Terentang 0.002 m3 1,540,000.00 3,080.00 Paku Biasa 2" - 5" 0.010 Kg 34,100.00 341.00 Besi Beton Polos 3.000 Kg 16,000.00 48,000.00 Kawat Beton 0.450 Kg 21,450.00 9,652.50 Semen Portland 4.000 Kg 1,100.00 4,400.00 Pasir Beton 0.006 m3 215,000.00 1,290.00 Koral Beton 0.009 m3 275,000.00 2,475.00 Tenaga

1 m³ Membuat Balok Beton Bertulang ( 150 Kg + bekisting )

Dolken Ø 8 / 4 m

1 m³ Membuat Dinding Beton Bertulang ( 150 Kg + bekisting )

Dolken Ø 8 / 4 m

1 m³ Membuat Tangga Beton Bertulang ( 200 Kg + bekisting )

Dolken Ø 8 / 4 m

1 m³ Membuat Kolom Penguat Beton Bertulang (11 x 11) cm

Page 24: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Perkerja 0.060 Oh 27,500.00 1,650 Tukang Batu 0.020 Oh 35,750.00 715 Tukang Kayu 0.020 Oh 38,500.00 770 Tukang Besi 0.020 Oh 35,750.00 715 Kepala Tukang 0.006 Oh 44,000.00 264 Mandor 0.003 Oh 55,000.00 165

79,087.50 17,712.75 96,800.25

Bahan

Kayu Albasiah 0.003 m3 495,000.00 1,485.00 Paku Biasa 2" - 5" 0.200 Kg 34,100.00 6,820.00 Besi Beton Polos 3.600 Kg 16,000.00 57,600.00 Kawat Beton 0.050 Kg 21,450.00 1,072.50 Semen Portland 5.500 Kg 1,100.00 6,050.00 Pasir Beton 0.009 m3 215,000.00 1,935.00 Koral Beton 0.015 m3 275,000.00 4,125.00 Tenaga

Perkerja 0.100 Oh 27,500.00 2,750 Tukang Batu 0.330 Oh 35,750.00 11,798 Tukang Kayu 0.033 Oh 38,500.00 1,271 Tukang Besi 0.033 Oh 35,750.00 1,180 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.005 Oh 55,000.00 275

V PEKERJAAN PENTUP ATAP

41,250.00 7,804.50 49,054.50

Bahan

Genteng Palentong 25.000 bh 1,650.00 41,250.00 Tenaga

Perkerja 0.150 Oh 27,500.00 4,125 Tukang Kayu 0.075 Oh 38,500.00 2,888 Kepala Tukang 0.008 Oh 44,000.00 352 Mandor 0.008 Oh 55,000.00 440

126,500.00 7,804.50 134,304.50

Bahan

Genteng Kodok 25.000 bh 5,060.00 126,500.00 Tenaga

Perkerja 0.150 Oh 27,500.00 4,125 Tukang Kayu 0.075 Oh 38,500.00 2,888 Kepala Tukang 0.008 Oh 44,000.00 352 Mandor 0.008 Oh 55,000.00 440

29,040.00 7,139.00 36,179.00

Bahan

Genteng Palentong Super 12.000 bh 2,420.00 29,040.00 Tenaga

Perkerja 0.150 Oh 27,500.00 4,125 Tukang Kayu 0.060 Oh 38,500.00 2,310 Kepala Tukang 0.006 Oh 44,000.00 264 Mandor 0.008 Oh 55,000.00 440

1m' Pasang Genteng Bubung Palentong 40,430.00 19,690.00 60,120.00

Bahan

Genteng Bubung Palentong 5.000 bh 4,950.00 24,750.00 Semen Portland 8.000 Kg 1,100.00 8,800.00 Pasir Pasang 0.032 m3 215,000.00 6,880.00 Tenaga

Perkerja 0.400 Oh 27,500.00 11,000 Tukang Kayu 0.200 Oh 38,500.00 7,700 Kepala Tukang 0.020 Oh 44,000.00 880 Mandor 0.002 Oh 55,000.00 110

1m' Pasang Genteng Bubung Kodok Glazzur 54,180.00 19,690.00 73,870.00

Bahan

Genteng Bubung Kodok 5.000 bh 7,700.00 38,500.00 Semen Portland 8.000 Kg 1,100.00 8,800.00 Pasir Pasang 0.032 m3 215,000.00 6,880.00 Tenaga

Perkerja 0.400 Oh 27,500.00 11,000 Tukang Kayu 0.200 Oh 38,500.00 7,700 Kepala Tukang 0.020 Oh 44,000.00 880 Mandor 0.002 Oh 55,000.00 110

1m' Pasang Genteng Bubung Palentong Besar 35,480.00 19,690.00 55,170.00

Bahan

Genteng Bubung Palentong 4.000 bh 4,950.00 19,800.00 Semen Portland 8.000 Kg 1,100.00 8,800.00 Pasir Pasang 0.032 m3 215,000.00 6,880.00 Tenaga

Perkerja 0.400 Oh 27,500.00 11,000

1 m³ Membuat Ring Balok Beton Bertulang (10 x 15) cm

1m² Pasang Atap Genteng Palentong Kecil

1m² Pasang Atap Genteng Kodok / Glazzur

1m² Pasang Atap Genteng Palentong Super / Besar

Page 25: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Tukang Kayu 0.200 Oh 38,500.00 7,700 Kepala Tukang 0.020 Oh 44,000.00 880 Mandor 0.002 Oh 55,000.00 110

1m' Pasang Rooflight Fiberglass ( 180 x 90 ) cm 232,705.00 7,122.50 239,827.50

Bahan

Roof Light Fiberglass 0.600 lbr 385,000.00 231,000.00 Paku 0.050 Kg 34,100.00 1,705.00 Tenaga

Perkerja 0.140 Oh 27,500.00 3,850 Tukang Kayu 0.067 Oh 38,500.00 2,580 Kepala Tukang 0.007 Oh 44,000.00 308 Mandor 0.007 Oh 55,000.00 385

1m' Pasang Atap Asbes Gelombang ( 2.50 x 0.92 m ) X 5mm 13,992.00 7,529.50 21,521.50

Bahan

Asbes Gelombang 0.500 lbr 19,800.00 9,900.00 Paku Pancing 60 x 230 0.120 Kg 34,100.00 4,092.00 Tenaga

Perkerja 0.140 Oh 27,500.00 3,850 Tukang Kayu 0.075 Oh 38,500.00 2,888 Kepala Tukang 0.008 Oh 44,000.00 352 Mandor 0.008 Oh 55,000.00 440

1m' Pasang Atap Asbes Gelombang ( 2.25 x 0.92 m ) X 5mm 15,972.00 7,529.50 23,501.50

Bahan

Asbes Gelombang 0.600 lbr 19,800.00 11,880.00 Paku Pancing 60 x 230 0.120 Kg 34,100.00 4,092.00 Tenaga

Perkerja 0.140 Oh 27,500.00 3,850 Tukang Kayu 0.075 Oh 38,500.00 2,888 Kepala Tukang 0.008 Oh 44,000.00 352 Mandor 0.008 Oh 55,000.00 440

1m' Pasang Atap Asbes Gelombang ( 2.00 x 0.92 m ) X 5mm 15,972.00 7,238.00 23,210.00

Bahan

Asbes Gelombang 0.600 lbr 19,800.00 11,880.00 Paku Pancing 60 x 230 0.120 Kg 34,100.00 4,092.00 Tenaga

Perkerja 0.140 Oh 27,500.00 3,850 Tukang Kayu 0.070 Oh 38,500.00 2,695 Kepala Tukang 0.007 Oh 44,000.00 308 Mandor 0.007 Oh 55,000.00 385

1m' Pasang Atap Asbes Gelombang ( 1.80 x 0.92 m ) X 5mm 18,942.00 7,238.00 26,180.00

Bahan

Asbes Gelombang 0.750 lbr 19,800.00 14,850.00 Paku Pancing 60 x 230 0.120 Kg 34,100.00 4,092.00 Tenaga

Perkerja 0.140 Oh 27,500.00 3,850 Tukang Kayu 0.070 Oh 38,500.00 2,695 Kepala Tukang 0.007 Oh 44,000.00 308 Mandor 0.007 Oh 55,000.00 385

11,022.00 7,238.00 18,260.00

Bahan

Asbes Gelombang 0.350 lbr 19,800.00 6,930.00 Paku Pancing 60 x 230 0.120 Kg 34,100.00 4,092.00 Tenaga

Perkerja 0.140 Oh 27,500.00 3,850 Tukang Kayu 0.070 Oh 38,500.00 2,695 Kepala Tukang 0.007 Oh 44,000.00 308 Mandor 0.007 Oh 55,000.00 385

12,408.00 7,238.00 19,646.00

Bahan

Asbes Gelombang 0.420 lbr 19,800.00 8,316.00 Paku Pancing 60 x 230 0.120 Kg 34,100.00 4,092.00 Tenaga

Perkerja 0.140 Oh 27,500.00 3,850 Tukang Kayu 0.070 Oh 38,500.00 2,695 Kepala Tukang 0.007 Oh 44,000.00 308 Mandor 0.007 Oh 55,000.00 385

12,804.00 7,122.50 19,926.50

Bahan

Asbes Gelombang 0.440 lbr 19,800.00 8,712.00 Paku Pancing 60 x 230 0.120 Kg 34,100.00 4,092.00 Tenaga

Perkerja 0.140 Oh 27,500.00 3,850 Tukang Kayu 0.067 Oh 38,500.00 2,580

1m² Pasang Atap Asbes Gelombang ( 300 x 1.05 m ) X 4mm

1m² Pasang Atap Asbes Gelombang ( 270 x 1.05 m ) X 4mm

1m² Pasang Atap Asbes Gelombang ( 240 x 1.05 m ) X 4mm

Page 26: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Kepala Tukang 0.007 Oh 44,000.00 308 Mandor 0.007 Oh 55,000.00 385

14,190.00 7,122.50 21,312.50

Bahan

Asbes Gelombang 0.510 lbr 19,800.00 10,098.00 Paku Pancing 60 x 230 0.120 Kg 34,100.00 4,092.00 Tenaga

Perkerja 0.140 Oh 27,500.00 3,850 Tukang Kayu 0.067 Oh 38,500.00 2,580 Kepala Tukang 0.007 Oh 44,000.00 308 Mandor 0.007 Oh 55,000.00 385

19,932.00 7,122.50 27,054.50

Bahan

Asbes Gelombang 0.800 lbr 19,800.00 15,840.00 Paku Pancing 60 x 230 0.120 Kg 34,100.00 4,092.00 Tenaga

Perkerja 0.140 Oh 27,500.00 3,850 Tukang Kayu 0.067 Oh 38,500.00 2,580 Kepala Tukang 0.007 Oh 44,000.00 308 Mandor 0.007 Oh 55,000.00 385

11,418.00 7,122.50 18,540.50

Bahan

Asbes Gelombang 0.370 lbr 19,800.00 7,326.00 Paku Pancing 60 x 230 0.120 Kg 34,100.00 4,092.00 Tenaga

Perkerja 0.140 Oh 27,500.00 3,850 Tukang Kayu 0.067 Oh 38,500.00 2,580 Kepala Tukang 0.007 Oh 44,000.00 308 Mandor 0.007 Oh 55,000.00 385

11,616.00 7,122.50 18,738.50

Bahan

Asbes Gelombang 0.380 lbr 19,800.00 7,524.00 Paku Pancing 60 x 230 0.120 Kg 34,100.00 4,092.00 Tenaga

Perkerja 0.140 Oh 27,500.00 3,850 Tukang Kayu 0.067 Oh 38,500.00 2,580 Kepala Tukang 0.007 Oh 44,000.00 308 Mandor 0.007 Oh 55,000.00 385

13,200.00 7,122.50 20,322.50

Bahan

Asbes Gelombang 0.460 lbr 19,800.00 9,108.00 Paku Pancing 60 x 230 0.120 Kg 34,100.00 4,092.00 Tenaga

Perkerja 0.140 Oh 27,500.00 3,850 Tukang Kayu 0.067 Oh 38,500.00 2,580 Kepala Tukang 0.007 Oh 44,000.00 308 Mandor 0.007 Oh 55,000.00 385

13,794.00 7,122.50 20,916.50

Bahan

Asbes Gelombang 0.490 lbr 19,800.00 9,702.00 Paku Pancing 60 x 230 0.120 Kg 34,100.00 4,092.00 Tenaga

Perkerja 0.140 Oh 27,500.00 3,850 Tukang Kayu 0.067 Oh 38,500.00 2,580 Kepala Tukang 0.007 Oh 44,000.00 308 Mandor 0.007 Oh 55,000.00 385

15,378.00 7,122.50 22,500.50

Bahan

Asbes Gelombang 0.570 lbr 19,800.00 11,286.00 Paku Pancing 60 x 230 0.120 Kg 34,100.00 4,092.00 Tenaga

Perkerja 0.140 Oh 27,500.00 3,850 Tukang Kayu 0.067 Oh 38,500.00 2,580 Kepala Tukang 0.007 Oh 44,000.00 308 Mandor 0.007 Oh 55,000.00 385

1m' Pasang Bubung Stel Gelombang 0.92m 252,120.00 7,914.50 260,034.50

Bahan

Asbes Gelombang 2.400 lbr 19,800.00 47,520.00 Paku Pancing 60 x 230 6.000 Kg 34,100.00 204,600.00 Tenaga

Perkerja 0.084 Oh 27,500.00 2,310 Tukang Kayu 0.125 Oh 38,500.00 4,813 Kepala Tukang 0.013 Oh 44,000.00 572

1m² Pasang Atap Asbes Gelombang ( 210 x 1.05 m ) X 4mm

1m² Pasang Atap Asbes Gelombang ( 1.5 x 1.05 m ) X 4mm

1m² Pasang Atap Asbes Gelombang ( 3.00 x 1.08 m ) X 6mm

1m² Pasang Atap Asbes Gelombang ( 2.7 x 1.08 m ) X 6mm

1m² Pasang Atap Asbes Gelombang ( 2.4 x 1.08 m ) X 6mm

1m² Pasang Atap Asbes Gelombang ( 2.1 x 1.08 m ) X 6mm

1m² Pasang Atap Asbes Gelombang ( 1.80 x 1.08 m ) X 6mm

Page 27: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Mandor 0.004 Oh 55,000.00 220

1m' Pasang Nok Stel Gelombang 0.92m 252,120.00 7,914.50 260,034.50

Bahan

Asbes Gelombang 2.400 lbr 19,800.00 47,520.00 Paku Skrup 3.5" 6.000 bh 34,100.00 204,600.00 Tenaga

Perkerja 0.084 Oh 27,500.00 2,310 Tukang Kayu 0.125 Oh 38,500.00 4,813 Kepala Tukang 0.013 Oh 44,000.00 572 Mandor 0.004 Oh 55,000.00 220

1m' Pasang Nok Stel Gelombang 1.05m 246,180.00 7,914.50 254,094.50

Bahan

Asbes Gelombang 2.100 lbr 19,800.00 41,580.00 Paku Skrup 3.5" 6.000 bh 34,100.00 204,600.00 Tenaga

Perkerja 0.084 Oh 27,500.00 2,310 Tukang Kayu 0.125 Oh 38,500.00 4,813 Kepala Tukang 0.013 Oh 44,000.00 572 Mandor 0.004 Oh 55,000.00 220

1m' Pasang Nok Stel Gelombang 1.08m 245,190.00 7,914.50 253,104.50

Bahan

Asbes Gelombang 2.050 lbr 19,800.00 40,590.00 Paku Skrup 3.5" 6.000 bh 34,100.00 204,600.00 Tenaga

Perkerja 0.084 Oh 27,500.00 2,310 Tukang Kayu 0.125 Oh 38,500.00 4,813 Kepala Tukang 0.013 Oh 44,000.00 572 Mandor 0.004 Oh 55,000.00 220

1m' Pasang Nok Paten 0.92m 208,560.00 7,914.50 216,474.50

Bahan

Nok Paten 1.200 lbr 3,300.00 3,960.00 Paku Skrup 3.5" 6.000 bh 34,100.00 204,600.00 Tenaga

Perkerja 0.084 Oh 27,500.00 2,310 Tukang Kayu 0.125 Oh 38,500.00 4,813 Kepala Tukang 0.013 Oh 44,000.00 572 Mandor 0.004 Oh 55,000.00 220

1m' Pasang Nok Paten 1.05m 208,560.00 7,914.50 216,474.50

Bahan

Nok Paten 1.200 lbr 3,300.00 3,960.00 Paku Skrup 3.5" 6.000 bh 34,100.00 204,600.00 Tenaga

Perkerja 0.084 Oh 27,500.00 2,310 Tukang Kayu 0.125 Oh 38,500.00 4,813 Kepala Tukang 0.013 Oh 44,000.00 572 Mandor 0.004 Oh 55,000.00 220

1m' Pasang Nok Paten 1.08m 208,560.00 7,914.50 216,474.50

Bahan

Nok Paten 1.200 lbr 3,300.00 3,960.00 Paku Skrup 3.5" 6.000 bh 34,100.00 204,600.00 Tenaga

Perkerja 0.084 Oh 27,500.00 2,310 Tukang Kayu 0.125 Oh 38,500.00 4,813 Kepala Tukang 0.013 Oh 44,000.00 572 Mandor 0.004 Oh 55,000.00 220

1m' Pasang Nok Stel rata 0.92m 209,440.00 9,317.00 218,757.00

Bahan

Nok Stel rata 1.100 lbr 4,400.00 4,840.00 Paku Skrup 3.5" 6.000 bh 34,100.00 204,600.00 Tenaga

Perkerja 0.100 Oh 27,500.00 2,750 Tukang Kayu 0.150 Oh 38,500.00 5,775 Kepala Tukang 0.013 Oh 44,000.00 572 Mandor 0.004 Oh 55,000.00 220

1m' Pasang Nok Stel rata 1.05m 209,440.00 7,914.50 217,354.50

Bahan

Nok Stel rata 1.100 lbr 4,400.00 4,840.00 Paku Skrup 3.5" 6.000 bh 34,100.00 204,600.00 Tenaga

Perkerja 0.084 Oh 27,500.00 2,310 Tukang Kayu 0.125 Oh 38,500.00 4,813 Kepala Tukang 0.013 Oh 44,000.00 572 Mandor 0.004 Oh 55,000.00 220

Page 28: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

92,983.00 10,340.00 103,323.00

Bahan

Genteng Beton 11.000 lbr 8,360.00 91,960.00 Paku Biasa 2" - 5" 0.030 bh 34,100.00 1,023.00 Tenaga

Perkerja 0.200 Oh 27,500.00 5,500 Tukang Kayu 0.100 Oh 38,500.00 3,850 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.010 Oh 55,000.00 550

92,378.00 17,732.00 110,110.00

Bahan

Genteng Aspal 6.900 lbr 11,000.00 75,900.00 Plywood 4 mm 0.350 lbr 42,900.00 15,015.00 Paku Biasa 1/2" - 1" 0.030 Kg 34,100.00 1,023.00 Plastic Aerator 0.500 Bh 880.00 440.00 Tenaga

Perkerja 0.200 Oh 27,500.00 5,500 Tukang Kayu 0.300 Oh 38,500.00 11,550 Kepala Tukang 0.003 Oh 44,000.00 132 Mandor 0.010 Oh 55,000.00 550

51,475.60 9,845.00 61,320.60

Bahan

Genteng Metal 1.020 lbr 43,780.00 44,655.60 Paku Biasa 2" - 5" 0.200 Kg 34,100.00 6,820.00 Tenaga

Perkerja 0.200 Oh 27,500.00 5,500 Tukang Kayu 0.100 Oh 38,500.00 3,850 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.001 Oh 55,000.00 55

34,320.00 15,730.00 50,050.00

Bahan

Genteng Sirap 60.000 lbr 458.33 27,500.00 0.200 Kg 34,100.00 6,820.00

Tenaga

Perkerja 0.166 Oh 27,500.00 4,565 Tukang Kayu 0.250 Oh 38,500.00 9,625 Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.008 Oh 55,000.00 440

1m' Pasang Nok Genteng Beton 51,045.00 20,680.00 71,725.00

Bahan

Genteng Beton 3.500 lbr 8,360.00 29,260.00 Paku Biasa 2" - 5" 0.050 Kg 34,100.00 1,705.00 Semen abu -abu 10.800 Kg 1,100.00 11,880.00 Pasir Pasang 0.032 m3 215,000.00 6,880.00 Semen Warna 1.000 Kg 1,320.00 1,320.00 Tenaga

Perkerja 0.400 Oh 27,500.00 11,000 Tukang Kayu 0.200 Oh 38,500.00 7,700 Kepala Tukang 0.020 Oh 44,000.00 880 Mandor 0.020 Oh 55,000.00 1,100

1m' Pasang Nok Genteng Aspal 29,305.00 14,492.50 43,797.50

Bahan

Genteng Aspal 2.000 lbr 11,000.00 22,000.00 0.050 Kg 34,100.00 1,705.00

Balok Kayu Borneo 0.0035 Kg 1,600,000.00 5,600.00 Tenaga

Perkerja 0.125 Oh 27,500.00 3,438 Tukang Kayu 0.250 Oh 38,500.00 9,625 Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.006 Oh 55,000.00 330

1m' Pasang Nok Genteng Metal 44,055.00 14,025.00 58,080.00

Bahan

Genteng Decra Bond 1.100 lbr 38,500.00 42,350.00 0.050 Kg 34,100.00 1,705.00

Tenaga

Perkerja 0.250 Oh 27,500.00 6,875 Tukang Kayu 0.150 Oh 38,500.00 5,775 Kepala Tukang 0.015 Oh 44,000.00 660 Mandor 0.013 Oh 55,000.00 715

1m' Pasang Nok Genteng Metal 44,055.00 14,025.00 58,080.00

Bahan

Genteng Decra Bond 1.100 lbr 38,500.00 42,350.00 0.050 Kg 34,100.00 1,705.00

1m² Pasang Atap Genteng Beton

1m² Pasang Atap Genteng Aspal

1m² Pasang Atap Genteng Metal

1m² Pasang Atap Sirap

Paku Biasa ½" - 1"

Paku Biasa ½" - 1"

Paku Biasa ½" - 1"

Paku Biasa ½" - 1"

Page 29: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Tenaga

Perkerja 0.250 Oh 27,500.00 6,875 Tukang Kayu 0.150 Oh 38,500.00 5,775 Kepala Tukang 0.015 Oh 44,000.00 660 Mandor 0.013 Oh 55,000.00 715

1m' Pasang Nok Sirap 27,291.00 14,492.50 41,783.50

Bahan

Seng Plat 3" x 6" BJLS 28 0.400 Lbr 38,500.00 15,400.00 0.060 Kg 34,100.00 2,046.00

Paku Biasa 2" - 5" 0.050 Kg 34,100.00 1,705.00 Papan Kayu Borneo tebal 3cm 0.004 m3 2,035,000.00 8,140.00 Tenaga

Perkerja 0.125 Oh 27,500.00 3,438 Tukang Kayu 0.250 Oh 38,500.00 9,625 Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.006 Oh 55,000.00 330

35,332.00 6,204.00 41,536.00

Bahan

Seng Gelombang 3" x 6" BJLS 28 0.700 Lbr 49,500.00 34,650.00 0.020 Kg 34,100.00 682.00

Tenaga

Perkerja 0.120 Oh 27,500.00 3,300 Tukang Kayu 0.060 Oh 38,500.00 2,310 Kepala Tukang 0.006 Oh 44,000.00 264 Mandor 0.006 Oh 55,000.00 330

12,914.00 3,789.50 16,703.50

Bahan

Seng Plat 3" x 6" BJLS 28 0.300 Lbr 38,500.00 11,550.00 0.040 Kg 34,100.00 1,364.00

Tenaga

Perkerja 0.015 Oh 27,500.00 413 Tukang Kayu 0.070 Oh 38,500.00 2,695 Kepala Tukang 0.008 Oh 44,000.00 352 Mandor 0.006 Oh 55,000.00 330

46,882.00 3,982.00 50,864.00

Bahan

Atap Alluminium Gelombang tebal 0.55 1.050 m2 44,000.00 46,200.00 Paku Hak Pnjang 15 cm 0.020 Kg 34,100.00 682.00 Tenaga

Perkerja 0.015 Oh 27,500.00 413 Tukang Kayu 0.075 Oh 38,500.00 2,888 Kepala Tukang 0.008 Oh 44,000.00 352 Mandor 0.006 Oh 55,000.00 330

9,284.00 42,240.00 51,524.00

Bahan

Nok standar 40 cm 18, swg 22 1.200 m2 6,600.00 7,920.00 Paku Hak Pnjang 15 cm 0.040 Kg 34,100.00 1,364.00 Tenaga

Perkerja 0.100 Oh 27,500.00 2,750 Tukang Kayu 1.000 Oh 38,500.00 38,500 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.010 Oh 55,000.00 550

4,042.50 6,710.00 10,752.50

Bahan

Sisalation / Alluminium Foil 1.050 m2 3,850.00 4,042.50 Tenaga

Perkerja 0.150 Oh 27,500.00 4,125 Tukang Kayu 0.050 Oh 38,500.00 1,925 Kepala Tukang 0.005 Oh 44,000.00 220 Mandor 0.008 Oh 55,000.00 440

VII PEKERJAAN LANGIT - LANGIT

1 m2 Pas. Rangka Plapond Kayu Kls I (Hanya Rangka) 45,617.00 16,046.25 61,663.25

Bahan

Kayu Balok Borneo 0.0210 m3 1,815,000.00 38,115.00 Paku 0.2200 kg 34,100.00 7,502.00 Tenaga

Perkerja 0.1875 org 27,500.00 5,156 0.00 Tukang Kayu 0.2250 org 38,500.00 8,663 0.00 Kepala Tukang 0.0375 org 44,000.00 1,650 0.00 Mandor 0.0105 org 55,000.00 578 0.00

48,741.00 3,910.50 52,651.50

Bahan

Pelat Asbes tebal 5 mm 1.100 lbr 44,000.00 48,400.00

Paku Biasa ½" - 1"

1m² Pasang Atap Seng Gelombang

Paku Biasa ½" - 1"

1m² Pasang Atap Nok Seng

Paku Biasa ½" - 1"

1m² Pasang Atap Alluminium

1m² Pasang Nok Alluminium

1m² Pasang Alluminium Foil / Sisalation

1 m² Langit - langit Asbes ( 1.00 x 1.00 )m tebal 5 mm

Page 30: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Paku 0.010 Kg 34,100.00 341.00 Tenaga

Perkerja 0.030 Oh 27,500.00 825 Tukang Kayu 0.070 Oh 38,500.00 2,695 Kepala Tukang 0.007 Oh 44,000.00 308 Mandor 0.0015 Oh 55,000.00 83

42,691.00 3,910.50 46,601.50

Bahan

Pelat Asbes tebal 4 mm 1.100 lbr 38,500.00 42,350.00 Paku 0.010 Kg 34,100.00 341.00 Tenaga

Perkerja 0.030 Oh 27,500.00 825 Tukang Kayu 0.070 Oh 38,500.00 2,695 Kepala Tukang 0.007 Oh 44,000.00 308 Mandor 0.0015 Oh 55,000.00 83

42,691.00 3,910.50 46,601.50

Bahan

Pelat Asbes tebal 4 mm 1.100 lbr 38,500.00 42,350.00 Paku 0.010 Kg 34,100.00 341.00 Tenaga

Perkerja 0.030 Oh 27,500.00 825 Tukang Kayu 0.070 Oh 38,500.00 2,695 Kepala Tukang 0.007 Oh 44,000.00 308 Mandor 0.0015 Oh 55,000.00 83

570,955.00 6,963.00 577,918.00

Bahan

Akustik 30 x 30 cm 11.500 lbr 49,500.00 569,250.00 Paku 0.050 Kg 34,100.00 1,705.00 Tenaga

Perkerja 0.060 Oh 27,500.00 1,650 Tukang Kayu 0.120 Oh 38,500.00 4,620 Kepala Tukang 0.012 Oh 44,000.00 528 Mandor 0.0030 Oh 55,000.00 165

314,325.00 6,105.00 320,430.00

Bahan

Akustik 30 x 60 cm 5.800 lbr 53,900.00 312,620.00 Paku 0.050 Kg 34,100.00 1,705.00 Tenaga

Perkerja 0.060 Oh 27,500.00 1,650 Tukang Kayu 0.100 Oh 38,500.00 3,850 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.0030 Oh 55,000.00 165

100,705.00 6,105.00 106,810.00

Bahan

Akustik Arm Strong Ukuran 30 x 120 cm 1.500 lbr 66,000.00 99,000.00 Paku 0.050 Kg 34,100.00 1,705.00 Tenaga

Perkerja 0.060 Oh 27,500.00 1,650 Tukang Kayu 0.100 Oh 38,500.00 3,850 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.0030 Oh 55,000.00 165

16,467.00 6,407.50 22,874.50

Bahan

Plywood 4 mm 0.360 lbr 42,900.00 15,444.00 Paku 0.030 Kg 34,100.00 1,023.00 Tenaga

Perkerja 0.070 Oh 27,500.00 1,925 Tukang Kayu 0.100 Oh 38,500.00 3,850 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.0035 Oh 55,000.00 193

16,467.00 6,407.50 22,874.50

Bahan

Plywood 4 mm 0.360 lbr 42,900.00 15,444.00 Paku 0.030 Kg 34,100.00 1,023.00 Tenaga

Perkerja 0.070 Oh 27,500.00 1,925 Tukang Kayu 0.100 Oh 38,500.00 3,850 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.0035 Oh 55,000.00 193

16,467.00 6,407.50 22,874.50

Bahan

Plywood 4 mm 0.360 lbr 42,900.00 15,444.00 Paku 0.030 Kg 34,100.00 1,023.00

1 m² Langit - langit Asbes ( 1.00 x 1.00 )m tebal 4 mm

1 m² Langit - langit Asbes ( 1.00 x 1.00 )m tebal 3.5 mm

1 m² Langit - langit Akustik ( 30 x 30 )cm

1 m² Langit - langit Akustik ( 30 x 60 )cm

1 m² Langit - langit Akustik ( 60 x 120 )cm

1 m² Langit - langit Plywood ( 30 x 60 )cm, tebal 4 mm

1 m² Langit - langit Plywood ( 30 x 60 )cm, tebal 6 mm

1 m² Langit - langit Plywood ( 60 x 120 )cm, tebal 4 mm

Page 31: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Tenaga

Perkerja 0.070 Oh 27,500.00 1,925 Tukang Kayu 0.100 Oh 38,500.00 3,850 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.0035 Oh 55,000.00 193

16,467.00 6,407.50 22,874.50

Bahan

Plywood 4 mm 0.360 lbr 42,900.00 15,444.00 Paku 0.030 Kg 34,100.00 1,023.00 Tenaga

Perkerja 0.070 Oh 27,500.00 1,925 Tukang Kayu 0.100 Oh 38,500.00 3,850 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.0035 Oh 55,000.00 193

30,723.00 6,407.50 37,130.50

Bahan

Teakwood 4' x 8' x 4mm 0.360 lbr 82,500.00 29,700.00 Paku 0.030 Kg 34,100.00 1,023.00 Tenaga

Perkerja 0.070 Oh 27,500.00 1,925 Tukang Kayu 0.100 Oh 38,500.00 3,850 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.0035 Oh 55,000.00 193

30,723.00 6,407.50 37,130.50

Bahan

Teakwood 4' x 8' x 4mm 0.360 lbr 82,500.00 29,700.00 Paku 0.030 Kg 34,100.00 1,023.00 Tenaga

Perkerja 0.070 Oh 27,500.00 1,925 Tukang Kayu 0.100 Oh 38,500.00 3,850 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.0035 Oh 55,000.00 193

28,023.00 6,407.50 34,430.50

Bahan

Gypsum 0.360 lbr 75,000.00 27,000.00 Paku 0.030 Kg 34,100.00 1,023.00 Tenaga

Perkerja 0.070 Oh 27,500.00 1,925 Tukang Kayu 0.100 Oh 38,500.00 3,850 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.0035 Oh 55,000.00 193

662,046.00 31,790.00 693,836.00

Bahan

Papan Kayu Jati 0.024 m3 27,500,000.00 660,000.00 Paku 0.010 Kg 34,100.00 341.00 Paku Sekrup 0.050 Kg 34,100.00 1,705.00 Tenaga

Perkerja 0.200 Oh 27,500.00 5,500 Tukang Kayu 0.600 Oh 38,500.00 23,100 Kepala Tukang 0.060 Oh 44,000.00 2,640 Mandor 0.0100 Oh 55,000.00 550

3,804.24 31,790.00 35,594.24

Bahan

Papan Kayu Ramin 0.024 lbr 73,260.00 1,758.24 Paku 0.010 Kg 34,100.00 341.00 Paku Sekrup 0.050 Kg 34,100.00 1,705.00 Tenaga

Perkerja 0.200 Oh 27,500.00 5,500 Tukang Kayu 0.600 Oh 38,500.00 23,100 Kepala Tukang 0.060 Oh 44,000.00 2,640 Mandor 0.0100 Oh 55,000.00 550

50,886.00 31,790.00 82,676.00

Bahan

Papan Kayu Kamper 0.024 lbr 2,035,000.00 48,840.00 Paku 0.010 Kg 34,100.00 341.00 Paku Sekrup 0.050 Kg 34,100.00 1,705.00 Tenaga

Perkerja 0.200 Oh 27,500.00 5,500 Tukang Kayu 0.600 Oh 38,500.00 23,100 Kepala Tukang 0.060 Oh 44,000.00 2,640 Mandor 0.0100 Oh 55,000.00 550

33,748.00 20,955.00 54,703.00

Bahan

1 m² Langit - langit Plywood ( 60 x 120 )cm, tebal 6 mm

1 m² Langit - langit Teakwood ( 30 x 60 )cm, tebal 4 mm

1 m² Langit - langit Teakwood ( 60 x 120 )cm, tebal 4 mm

1 m² Langit - langit Gypsum

1 m² Langit - langit Kayu Jati

1 m² Langit - langit Kayu Ramin

1 m² Langit - langit Kayu Kamper

1 m² Langit - langit Softboard

Page 32: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Softboard 4' x 8' x 4mm 0.350 lbr 93,500.00 32,725.00 Paku 0.030 Kg 34,100.00 1,023.00 Tenaga

Perkerja 0.600 Oh 27,500.00 16,500 Tukang Kayu 0.100 Oh 38,500.00 3,850 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.0030 Oh 55,000.00 165

379,885.00 25,987.50 405,872.50

Bahan

Profil Alluminium " T " 3.600 m' 71,500.00 257,400.00 Kawat seng polos 0.150 Kg 20,900.00 3,135.00 Ramset / Dinabolt 1.000 bh 12,100.00 12,100.00 Akustik Armstrom 60 x 120cm 1.500 lbr 71,500.00 107,250.00 Tenaga

Perkerja 0.150 Oh 27,500.00 4,125 Tukang Kayu 0.500 Oh 38,500.00 19,250 Kepala Tukang 0.050 Oh 44,000.00 2,200 Mandor 0.0075 Oh 55,000.00 413

16,071.00 3,685.00 19,756.00

Bahan

List Kayu Profil 1.100 m' 14,300.00 15,730.00 Paku 0.010 Kg 34,100.00 341.00 Tenaga

Perkerja 0.050 Oh 27,500.00 1,375 Tukang Kayu 0.050 Oh 38,500.00 1,925 Kepala Tukang 0.005 Oh 44,000.00 220 Mandor 0.0030 Oh 55,000.00 165

55,577.00 25,327.50 80,904.50

Bahan

Balok Kayu Borneo 0.023 m3 1,600,000.00 36,800.00 Paku 0.060 Kg 34,100.00 2,046.00 Plywood 4 mm 0.390 lbr 42,900.00 16,731.00 Tenaga

Perkerja 0.270 Oh 27,500.00 7,425 Tukang Kayu 0.400 Oh 38,500.00 15,400 Kepala Tukang 0.040 Oh 44,000.00 1,760 Mandor 0.0135 Oh 55,000.00 743

43,026.00 19,173.00 62,199.00

Bahan

Balok Kayu Borneo 0.012 m3 1,600,000.00 19,200.00 Paku 0.060 Kg 34,100.00 2,046.00 Asbes 1.100 lbr 19,800.00 21,780.00 Tenaga

Perkerja 0.180 Oh 27,500.00 4,950 Tukang Kayu 0.320 Oh 38,500.00 12,320 Kepala Tukang 0.032 Oh 44,000.00 1,408 Mandor 0.0090 Oh 55,000.00 495

351,466.00 25,025.00 376,491.00

Bahan

Balok Kayu Borneo 0.023 m3 1,600,000.00 36,800.00 Paku 0.060 Kg 34,100.00 2,046.00 Akustik 30 x 60 cm 5.800 lbr 53,900.00 312,620.00 Tenaga

Perkerja 0.260 Oh 27,500.00 7,150 Tukang Kayu 0.400 Oh 38,500.00 15,400 Kepala Tukang 0.040 Oh 44,000.00 1,760 Mandor 0.0130 Oh 55,000.00 715

614,496.00 29,540.50 644,036.50

Bahan

Balok Kayu Borneo 0.027 m3 1,600,000.00 43,200.00 Paku 0.060 Kg 34,100.00 2,046.00 Akustik 30 x 30 cm 11.500 lbr 49,500.00 569,250.00 Tenaga

Perkerja 0.310 Oh 27,500.00 8,525 Tukang Kayu 0.470 Oh 38,500.00 18,095 Kepala Tukang 0.047 Oh 44,000.00 2,068 Mandor 0.0155 Oh 55,000.00 853

IX PEKERJAAN SANITASI

Memasang 1 buah Kloset Duduk / Monoblok 1,859,000.00 138,919.00 1,997,919.00

Bahan

Kloset Duduk / Monoblok 1.000 bh 1,430,000.00 1,430,000.00 Perlengkapan 30% Dari bahan 429,000.00 429,000.00 Tenaga

Perkerja 3.300 Oh 27,500.00 90,750

1 m² Langit - langit Akustik 60 x 120 cm + rangka Alluminium

1 m² List Langit - langit Kayu Profil

1 m² Langit - langit Plywood 4 mm + RangkaKayu Borneo

1 m² Langit - langit Asbes ( 1.00 x 1.00 )m, tebal 3.2mm Rangka Borneo

1 m² Langit - langit Akustik ( 30 x 60 )cm + Rangka Kayu Borneo

1 m² Langit - langit Akustik ( 30 x 30 )cm + Rangka Kayu Borneo

Page 33: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Tukang Batu 1.100 Oh 35,750.00 39,325 Kepala Tukang 0.001 Oh 44,000.00 44 Mandor 0.1600 Oh 55,000.00 8,800

Memasang 1 buah Kloset Jongkok Porselen 173,750.00 155,925.00 329,675.00

Bahan

Kloset Jongkok Porselen 1.000 bh 165,000.00 165,000.00 Semen Portland 6.000 Kg 1,100.00 6,600.00 Pasir Pasang 0.010 m3 215,000.00 2,150.00 Tenaga

Perkerja 1.000 Oh 27,500.00 27,500 Tukang Batu 1.500 Oh 35,750.00 53,625 Kepala Tukang 1.500 Oh 44,000.00 66,000 Mandor 0.1600 Oh 55,000.00 8,800

Memasang 1 buah Kloset Jongkok Teraso 117,485.00 100,375.00 217,860.00

Bahan

Kloset Jongkok Teraso 1.000 bh 104,500.00 104,500.00 Bata merah kelas I 7.000 bh 605.00 4,235.00 Semen Portland 6.000 Kg 1,100.00 6,600.00 Pasir Pasang 0.010 m3 215,000.00 2,150.00 Tenaga

Perkerja 1.000 Oh 27,500.00 27,500 Tukang Batu 1.500 Oh 35,750.00 53,625 Kepala Tukang 0.300 Oh 44,000.00 13,200 Mandor 0.1100 Oh 55,000.00 6,050

Memasang 1 buah Urinoir 652,250.00 73,150.00 725,400.00

Bahan

Urinoir 1.000 bh 495,000.00 495,000.00 Perlengkapan 30% Harga Urinoir 148,500.00 148,500.00 Semen Portland 6.000 Kg 1,100.00 6,600.00 Pasir Pasang 0.010 m3 215,000.00 2,150.00 Tenaga

Perkerja 1.000 Oh 27,500.00 27,500 Tukang Batu 1.000 Oh 35,750.00 35,750 Kepala Tukang 0.100 Oh 44,000.00 4,400 Mandor 0.1000 Oh 55,000.00 5,500

Memasang 1 buah Wastafel 563,150.00 91,437.50 654,587.50

Bahan

Urinoir 1.000 bh 495,000.00 495,000.00 Perlengkapan 12% Harga Urinoir 59,400.00 59,400.00 Semen Abu -abu 6.000 Kg 1,100.00 6,600.00 Pasir Pasang 0.010 m3 215,000.00 2,150.00 Tenaga

Perkerja 1.000 Oh 27,500.00 27,500 Tukang Batu 1.450 Oh 35,750.00 51,838 Kepala Tukang 0.150 Oh 44,000.00 6,600 Mandor 0.1000 Oh 55,000.00 5,500

140,750.00 93,692.50 234,442.50

Bahan

Bak Teraso 1.000 bh 132,000.00 132,000.00 Semen Portland 6.000 Kg 1,100.00 6,600.00 Pasir Pasang 0.010 m3 215,000.00 2,150.00 Tenaga

Perkerja 2.100 Oh 27,500.00 57,750 Tukang Batu 0.750 Oh 35,750.00 26,813 Kepala Tukang 0.070 Oh 44,000.00 3,080 Mandor 0.1100 Oh 55,000.00 6,050

233,640.00 175,835.00 409,475.00

Bahan

Bak Fiberglass 1.000 bh 198,000.00 198,000.00 Perlengkapan 18% Harga Bak 35,640.00 35,640.00 Tenaga

Perkerja 1.800 Oh 27,500.00 49,500 Tukang Batu 2.700 Oh 35,750.00 96,525 Kepala Tukang 0.540 Oh 44,000.00 23,760 Mandor 0.1100 Oh 55,000.00 6,050

420,284.00 301,950.00 722,234.00

Bahan

Bata merah kelas I 0.400 m3 605.00 242.00 Semen Portland 120.000 Kg 1,100.00 132,000.00 Pasir Pasang 0.300 m3 215,000.00 64,500.00 Porselen ( 11 x 11 ) cm 360.000 bh 598.95 215,622.00 Semen Nat 6.000 Kg 1,320.00 7,920.00 Tenaga

Perkerja 6.000 Oh 27,500.00 165,000

Memasang 1 buah Bak Mandi Teraso, volume 0.30 m³

Memasang 1 buah Bak Mandi Fiberglass, volume 0.30 m³

Memasang 1 buah Bak Mandi Batu bata, volume 0.30 m³

Page 34: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Tukang Batu 3.000 Oh 35,750.00 107,250 Kepala Tukang 0.300 Oh 44,000.00 13,200 Mandor 0.3000 Oh 55,000.00 16,500

Memasang 1 buah Badkip Porselen 858,000.00 #VALUE! #VALUE!

Bahan

Badkip 1.000 bh 715,000.00 715,000.00 Perlengkapan 20% harga Badkip 143,000.00 143,000.00 Tenaga

Perkerja - Oh 27,500.00 #VALUE!Tukang Batu 0.075 Oh 35,750.00 2,681 Kepala Tukang 0.750 Oh 44,000.00 33,000 Mandor 0.2500 Oh 55,000.00 13,750

221,760.00 332,475.00 554,235.00

Bahan

Bak Fiberglass 1.000 bh 198,000.00 198,000.00 Perlengkapan 12% Harga Bak 23,760.00 Tenaga

Perkerja 3.000 Oh 27,500.00 82,500 Tukang Batu 4.500 Oh 35,750.00 160,875 Kepala Tukang 0.900 Oh 44,000.00 39,600 Mandor 0.9000 Oh 55,000.00 49,500

154,111.00 2,992.00 157,103.00

Bahan

Pipa Tanah 1.600 bh 93,500.00 149,600.00 Semen Portland 0.680 Kg 1,100.00 748.00 Pasir Pasang 0.013 m3 215,000.00 2,795.00 Pasir Urug 0.011 m3 88,000.00 968.00 Tenaga

Perkerja 0.060 Oh 27,500.00 1,650 Tukang Batu 0.030 Oh 35,750.00 1,073 Kepala Tukang 0.003 Oh 44,000.00 132 Mandor 0.0025 Oh 55,000.00 138

154,799.00 4,191.00 158,990.00

Bahan

Pipa Tanah 1.600 bh 93,500.00 149,600.00 Semen Portland 0.870 Kg 1,100.00 957.00 Pasir Pasang 0.014 m3 215,000.00 3,010.00 Pasir Urug 0.014 m3 88,000.00 1,232.00 Tenaga

Perkerja 0.080 Oh 27,500.00 2,200 Tukang Batu 0.040 Oh 35,750.00 1,430 Kepala Tukang 0.004 Oh 44,000.00 176 Mandor 0.0070 Oh 55,000.00 385

115,427.35 7,045.50 122,472.85

Bahan

Pipa Beton 1.100 bh 88,000.00 96,800.00 Bata merah kelas I 0.270 m3 605.00 163.35 Semen Portland 3.920 Kg 1,100.00 4,312.00 Pasir Pasang 0.056 m3 215,000.00 12,040.00 Pasir Urug 0.024 m3 88,000.00 2,112.00 Tenaga

Perkerja 0.140 Oh 27,500.00 3,850 Tukang Batu 0.070 Oh 35,750.00 2,503 Kepala Tukang 0.007 Oh 44,000.00 308 Mandor 0.0070 Oh 55,000.00 385

127,649.75 19,123.50 146,773.25

Bahan

Pipa Beton 1.100 bh 88,000.00 96,800.00 Bata merah kelas I 0.550 m3 605.00 332.75 Semen Portland 10.300 Kg 1,100.00 11,330.00 Pasir Pasang 0.061 m3 215,000.00 13,115.00 Pasir Urug 0.069 m3 88,000.00 6,072.00 Tenaga

Perkerja 0.380 Oh 27,500.00 10,450 Tukang Batu 0.190 Oh 35,750.00 6,793 Kepala Tukang 0.019 Oh 44,000.00 836 Mandor 0.0190 Oh 55,000.00 1,045

Memasang 1 m' buah Bak Kontrol pasangan Batu Bata ukuran (30 x 30 )cm, t = 35cm 121,287.73 125,232.25 246,519.98

Bahan

Bata merah kelas I 0.145 m3 605.00 87.73 Semen Portland 44.000 Kg 1,100.00 48,400.00 Pasir Pasang 0.070 m3 215,000.00 15,050.00 Batu Kerikil 0.070 m3 275,000.00 19,250.00

Memasang 1 buah Bak Fiberglass volume 1 m³ air

Memasang 1 m' Pipa Penyalur Air limbah jenis Pipa Tanah Ø15 cm

Memasang 1 m' Pipa Penyalur Air limbah jenis Pipa Tanah Ø 20 cm

Memasang 1 m' Pipa Beton Ø 5 cm - 20 cm

Memasang 1 m' Pipa Beton Ø 30 cm - 100 cm

Page 35: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Besi Beton 1.600 Kg 16,000.00 25,600.00 Pasir Beton 0.060 m3 215,000.00 12,900.00 Tenaga

Perkerja 3.200 Oh 27,500.00 88,000 Tukang Batu 1.015 Oh 35,750.00 36,286 Kepala Tukang 0.0015 Oh 44,000.00 66 Mandor 0.0160 Oh 55,000.00 880

Memasang 1 m' buah Bak Kontrol pasangan Batu Bata ukuran (45 x 45 )cm, t = 50cm 179,251.25 61,932.75 241,184.00

Bahan

Bata merah kelas I 0.250 m3 605.00 151.25 Semen Portland 77.000 Kg 1,100.00 84,700.00 Pasir Pasang 0.130 m3 215,000.00 27,950.00 Batu Kerikil 0.020 m3 275,000.00 5,500.00 Besi Beton 2.600 Kg 16,000.00 41,600.00 Pasir Beton 0.090 m3 215,000.00 19,350.00 Tenaga

Perkerja 1.420 Oh 27,500.00 39,050 Tukang Batu 0.473 Oh 35,750.00 16,910 Kepala Tukang 0.0470 Oh 44,000.00 2,068 Mandor 0.0710 Oh 55,000.00 3,905

Memasang 1 m' buah Bak Kontrol pasangan Batu Bata ukuran (60 x 60 )cm, t = 65cm 277,659.46 97,548.00 375,207.46

Bahan

Bata merah kelas I 0.371 m3 605.00 224.45 Semen Portland 114.000 Kg 1,100.00 125,400.00 Pasir Pasang 0.184 m3 215,000.00 39,560.00 Batu Koral 0.033 m3 275,000.00 9,075.00 Besi Beton 4.850 Kg 16,000.00 77,600.00 Pasir Beton 0.120 m3 215,000.00 25,800.00 Tenaga

Perkerja 2.160 Oh 27,500.00 59,400 Tukang Batu 0.720 Oh 35,750.00 25,740 Kepala Tukang 0.0720 Oh 44,000.00 3,168 Mandor 0.1080 Oh 55,000.00 5,940 Tukang Gali 0.1000 Oh 33,000.00 3,300

201,500.00 6,583.50 208,083.50

Bahan

Pipa Galvanis 1.200 m' 130,000.00 156,000.00 Perlengkapan 35% Harga Pipa 45,500.00 45,500.00 Tenaga

Perkerja 0.054 Oh 27,500.00 1,485 Tukang Batu 0.090 Oh 35,750.00 3,218 Kepala Tukang 0.0090 Oh 44,000.00 396 Mandor 0.0270 Oh 55,000.00 1,485

201,500.00 6,583.50 208,083.50

Bahan

Pipa Galvanis 1.200 m' 130,000.00 156,000.00 Perlengkapan 35% Harga Pipa 45,500.00 45,500.00 Tenaga

Perkerja 0.054 Oh 27,500.00 1,485 Tukang Batu 0.090 Oh 35,750.00 3,218 Kepala Tukang 0.0090 Oh 44,000.00 396 Mandor 0.0270 Oh 55,000.00 1,485

201,500.00 6,583.50 208,083.50

Bahan

Pipa Galvanis 1.200 m' 130,000.00 156,000.00 Perlengkapan 35% Harga Pipa 45,500.00 45,500.00 Tenaga

Perkerja 0.054 Oh 27,500.00 1,485 Tukang Batu 0.090 Oh 35,750.00 3,218 Kepala Tukang 0.0090 Oh 44,000.00 396 Mandor 0.0270 Oh 55,000.00 1,485

201,500.00 10,494.00 211,994.00

Bahan

Pipa Galvanis 1.200 m' 130,000.00 156,000.00 Perlengkapan 35% Harga Pipa 45,500.00 45,500.00 Tenaga

Perkerja 0.108 Oh 27,500.00 2,970 Tukang Batu 0.180 Oh 35,750.00 6,435 Kepala Tukang 0.0180 Oh 44,000.00 792 Mandor 0.0054 Oh 55,000.00 297

#VALUE! 10,494.00 #VALUE!

Bahan

Pipa Galvanis 1.200 m' 130,000.00 156,000.00 Perlengkapan 35% Harga Pipa 45,500.00 #VALUE!

Memasang 1 m' Pipa Galvanis Ø ½"

Memasang 1 m' Pipa Galvanis Ø ¾"

Memasang 1 m' Pipa Galvanis Ø 1"

Memasang 1 m' Pipa Galvanis Ø 1½"

Memasang 1 m' Pipa Galvanis Ø 3"

Page 36: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Tenaga

Perkerja 0.108 Oh 27,500.00 2,970 Tukang Batu 0.180 Oh 35,750.00 6,435 Kepala Tukang 0.0180 Oh 44,000.00 792 Mandor 0.0054 Oh 55,000.00 297

28,416.67 13,120.25 41,536.92

Bahan

Pipa Galvanis D 4" 1.200 m' 18,333.33 22,000.00 Perlengkapan 35% Harga Pipa 6,416.67 6,416.67 Tenaga

Perkerja 0.135 Oh 27,500.00 3,713 Tukang Batu 0.225 Oh 35,750.00 8,044 Kepala Tukang 0.0225 Oh 44,000.00 990 Mandor 0.0068 Oh 55,000.00 374

3,912.98 3,498.00 7,410.98

Bahan

Pipa PVC D 1/2" 1.200 m' 2,524.50 3,029.40 Perlengkapan 35% Harga Pipa 883.57 883.57 Tenaga

Perkerja 0.036 Oh 27,500.00 990 Tukang Batu 0.060 Oh 35,750.00 2,145 Kepala Tukang 0.0060 Oh 44,000.00 264 Mandor 0.0018 Oh 55,000.00 99

6,146.53 3,498.00 9,644.53

Bahan

Pipa PVC tipe AW Ø ¾" 1.200 m' 3,965.50 4,758.60 Perlengkapan 35% Harga Pipa 1,387.93 1,387.93 Tenaga

Perkerja 0.036 Oh 27,500.00 990 Tukang Batu 0.060 Oh 35,750.00 2,145 Kepala Tukang 0.0060 Oh 44,000.00 264 Mandor 0.0018 Oh 55,000.00 99

8,439.75 3,498.00 11,937.75

Bahan

Pipa PVC tipe AW Ø 1" 1.200 m' 5,445.00 6,534.00 Perlengkapan 35% Harga Pipa 1,905.75 1,905.75 Tenaga

Perkerja 0.036 Oh 27,500.00 990 Tukang Batu 0.060 Oh 35,750.00 2,145 Kepala Tukang 0.0060 Oh 44,000.00 264 Mandor 0.0018 Oh 55,000.00 99

28,626.95 3,498.00 32,124.95

Bahan

Pipa PVC tipe AW Ø 1½" 1.200 m' 18,469.00 22,162.80 Perlengkapan 35% Harga Pipa 6,464.15 6,464.15 Tenaga

Perkerja 0.036 Oh 27,500.00 990 Tukang Batu 0.060 Oh 35,750.00 2,145 Kepala Tukang 0.0060 Oh 44,000.00 264 Mandor 0.0018 Oh 55,000.00 99

31,073.63 5,247.00 36,320.63

Bahan

Pipa PVC tipe AW Ø 2" 1.200 m' 20,047.50 24,057.00 Perlengkapan 35% Harga Pipa 7,016.63 7,016.63 Tenaga

Perkerja 0.054 Oh 27,500.00 1,485 Tukang Batu 0.090 Oh 35,750.00 3,218 Kepala Tukang 0.0090 Oh 44,000.00 396 Mandor 0.0027 Oh 55,000.00 149

51,150.00 3,498.00 54,648.00

Bahan

Pipa PVC tipe AW Ø 2½" 1.200 m' 33,000.00 39,600.00 Perlengkapan 35% Harga Pipa 11,550.00 11,550.00 Tenaga

Perkerja 0.036 Oh 27,500.00 990 Tukang Batu 0.060 Oh 35,750.00 2,145 Kepala Tukang 0.0060 Oh 44,000.00 264 Mandor 0.0018 Oh 55,000.00 99

61,763.63 7,873.25 69,636.88

Bahan

Pipa PVC tipe AW Ø 3" 1.200 m' 39,847.50 47,817.00 Perlengkapan 35% Harga Pipa 13,946.63 13,946.63 Tenaga

Memasang 1 m' Pipa Galvanis Ø 4"

Memasang 1 m' Pipa PVC tipe AW Ø ½"

Memasang 1 m' Pipa PVC tipe AW Ø ¾"

Memasang 1 m' Pipa PVC tipe AW Ø 1"

Memasang 1 m' Pipa PVC tipe AW Ø 1½"

Memasang 1 m' Pipa PVC tipe AW Ø 2"

Memasang 1 m' Pipa PVC tipe AW Ø 2½"

Memasang 1 m' Pipa PVC tipe AW Ø 3"

Page 37: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Perkerja 0.081 Oh 27,500.00 2,228 Tukang Batu 0.135 Oh 35,750.00 4,826 Kepala Tukang 0.0135 Oh 44,000.00 594 Mandor 0.0041 Oh 55,000.00 226

90,365.00 7,873.25 98,238.25

Bahan

Pipa PVC tipe AW Ø 4" 1.200 m' 58,300.00 69,960.00 Perlengkapan 35% Harga Pipa 20,405.00 20,405.00 Tenaga

Perkerja 0.081 Oh 27,500.00 2,228 Tukang Batu 0.135 Oh 35,750.00 4,826 Kepala Tukang 0.0135 Oh 44,000.00 594 Mandor 0.0041 Oh 55,000.00 226

Memasang 1 bh Bak Cuci Piring Stainles Steel 566,500.00 12,952.50 579,452.50

Bahan

Bak cuci Stainless steel 1.000 bh 495,000.00 495,000.00 Water Drain + Asesories 1.000 set 71,500.00 71,500.00 Tenaga

Perkerja 0.030 Oh 27,500.00 825 Tukang Batu 0.300 Oh 35,750.00 10,725 Kepala Tukang 0.0300 Oh 44,000.00 1,320 Mandor 0.0015 Oh 55,000.00 83

Memasang 1 bh Bak Cuci Piring Teraso 489,250.00 21,587.50 510,837.50

Bahan

Bak cuci Teraso 1.000 bh 385,000.00 385,000.00 Water Drain + Asesories 1.000 set 71,500.00 71,500.00 Semen Portland 20.000 Kg 1,100.00 22,000.00 Pasir Pasang 0.050 m3 215,000.00 10,750.00 Tenaga

Perkerja 0.050 Oh 27,500.00 1,375 Tukang Batu 0.500 Oh 35,750.00 17,875 Kepala Tukang 0.0500 Oh 44,000.00 2,200 Mandor 0.0025 Oh 55,000.00 138

33,123.75 4,565.00 37,688.75

Bahan

Kran Air 1.000 bh 33,000.00 33,000.00 Seal tape 0.025 bh 4,950.00 123.75 Tenaga

Perkerja 0.010 Oh 27,500.00 275 Tukang Batu 0.100 Oh 35,750.00 3,575 Kepala Tukang 0.0100 Oh 44,000.00 440 Mandor 0.0050 Oh 55,000.00 275

Memasang 1 bh Floor Drain 33,000.00 4,565.00 37,565.00

Bahan

Kran Air 1.000 bh 33,000.00 33,000.00 Tenaga

Perkerja 0.010 Oh 27,500.00 275 Tukang Batu 0.100 Oh 35,750.00 3,575 Kepala Tukang 0.0100 Oh 44,000.00 440 Mandor 0.0050 Oh 55,000.00 275

VII PEKERJAAN BESI DAN ALLUMINIUM

1 Kg Pasang Rangka Atap Baja 23,100.00 2,590.50 25,690.50

Bahan

Besi Profil WF 1.100 Kg 19,800.00 21,780.00 Meni Besi 0.080 Kg 16,500.00 1,320.00 Tenaga

Perkerja 0.006 Oh 27,500.00 165 Tukang Besi 0.060 Oh 35,750.00 2,145 Kepala Tukang 0.0060 Oh 44,000.00 264 Mandor 0.0003 Oh 55,000.00 17

495,000.00 47,520.00 542,520.00

Bahan

Pintu Besi Baja 1.000 m2 495,000.00 495,000.00 Tenaga

Perkerja 0.650 Oh 27,500.00 17,875 Tukang Besi Konstruksi 0.650 Oh 38,500.00 25,025 Kepala Tukang 0.0650 Oh 44,000.00 2,860 Mandor 0.0320 Oh 55,000.00 1,760

495,000.00 74,208.75 569,208.75

Bahan

Jendela Besi 1.000 m2 495,000.00 495,000.00 Tenaga

Perkerja 1.050 Oh 27,500.00 28,875

Memasang 1 m' Pipa PVC tipe AW Ø 4"

Memasang 1 bh Kran Ø ¾" atau ½"

1 m² Pasang Pintu Besi Baja

1 m² Pasang Jendela Besi

Page 38: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Tukang Besi Konstruksi 1.050 Oh 38,500.00 40,425 Kepala Tukang 0.1050 Oh 44,000.00 4,620 Mandor 0.00525 Oh 55,000.00 289

715,000.00 79,915.00 794,915.00

Bahan

Jendela Besi Tahan Api 1.000 m2 715,000.00 715,000.00 Tenaga

Perkerja 1.022 Oh 27,500.00 28,105 Tukang Besi Konstruksi 1.200 Oh 38,500.00 46,200 Kepala Tukang 0.1200 Oh 44,000.00 5,280 Mandor 0.0060 Oh 55,000.00 330

495,000.00 84,810.00 579,810.00

Bahan

Pintu gulung besi 1.000 m2 495,000.00 495,000.00 Tenaga

Perkerja 1.200 Oh 27,500.00 33,000 Tukang Besi Konstruksi 1.200 Oh 38,500.00 46,200 Kepala Tukang 0.1200 Oh 44,000.00 5,280 Mandor 0.0060 Oh 55,000.00 330

715,000.00 74,206.00 789,206.00

Bahan

Pintu Lipat 1.000 m2 715,000.00 715,000.00 Tenaga

Perkerja 1.050 Oh 27,500.00 28,875 Tukang Besi Konstruksi 1.050 Oh 38,500.00 40,425 Kepala Tukang 0.1050 Oh 44,000.00 4,620 Mandor 0.0052 Oh 55,000.00 286

385,000.00 36,740.00 421,740.00

Bahan

Suncreen Allumunium 1.000 m2 385,000.00 385,000.00 Tenaga

Perkerja 0.080 Oh 27,500.00 2,200 Tukang Besi Konstruksi 0.800 Oh 38,500.00 30,800 Kepala Tukang 0.080 Oh 44,000.00 3,520 Mandor 0.004 Oh 55,000.00 220

715,000.00 91,531.00 806,531.00

Bahan

Rolling Door 1.000 m2 715,000.00 715,000.00 Tenaga

Perkerja 1.050 Oh 27,500.00 28,875 Tukang Besi Konstruksi 1.500 Oh 38,500.00 57,750 Kepala Tukang 0.105 Oh 44,000.00 4,620 Mandor 0.0052 Oh 55,000.00 286

385,000.00 74,206.00 459,206.00

Bahan

Pintu Allumunium 1.000 m2 385,000.00 385,000.00 Tenaga

Perkerja 1.050 Oh 27,500.00 28,875 Tukang Besi Konstruksi 1.050 Oh 38,500.00 40,425 Kepala Tukang 0.105 Oh 44,000.00 4,620 Mandor 0.0052 Oh 55,000.00 286

143,000.00 24,736.25 167,736.25

Bahan

Venetions Blinds 1.000 m2 143,000.00 143,000.00 Tenaga

Perkerja 0.350 Oh 27,500.00 9,625 Tukang Kayu 0.350 Oh 38,500.00 13,475 Kepala Tukang 0.035 Oh 44,000.00 1,540 Mandor 0.00175 Oh 55,000.00 96

143,000.00 24,736.25 167,736.25

Bahan

Venetions Blinds 1.000 m2 143,000.00 143,000.00 Tenaga

Perkerja 0.350 Oh 27,500.00 9,625 Tukang Kayu 0.350 Oh 38,500.00 13,475 Kepala Tukang 0.035 Oh 44,000.00 1,540 Mandor 0.00175 Oh 55,000.00 96

202,400.00 79,761.00 282,161.00

Bahan

Terali Besi 2 x 3 11.500 m' 17,600.00 202,400.00 Tenaga

Perkerja 1.200 Oh 27,500.00 33,000

1 m² Pasang Jendela Besi Tahan Api

1 m² Pasang Pintu gulung besi

1 m² Pasang Pintu Lipat

1 m² Pasang Pintu Suncreen Allumunium

1 m² Pasang Rolling Door

1 m² Pasang Pintu Allumunium

1 m² Pasang Venetions Blinds

1 m² Pasang Vertikals Blinds

1 m² Pasang Terali Besi

Page 39: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Tukang Las 1.200 Oh 38,500.00 46,200 Kepala Tukang 0.012 Oh 44,000.00 528 Mandor 0.0006 Oh 55,000.00 33

197,945.00 7,067.50 205,012.50

Bahan

Kawat Harmonika 1.100 m2 176,000.00 193,600.00 0.020 Kg 34,100.00 682.00

Papan Kayu Kamper 0.0018 m3 2,035,000.00 3,663.00 Tenaga

Perkerja 0.100 Oh 27,500.00 2,750 Tukang Kayu 0.100 Oh 38,500.00 3,850 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.0005 Oh 55,000.00 28

52,745.00 7,067.50 59,812.50

Bahan

Kawat Nyamuk 1.100 m2 44,000.00 48,400.00 0.020 Kg 34,100.00 682.00

Papan Kayu Kamper 0.0018 m3 2,035,000.00 3,663.00 Tenaga

Perkerja 0.100 Oh 27,500.00 2,750 Tukang Kayu 0.100 Oh 38,500.00 3,850 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.0005 Oh 55,000.00 28

76,945.00 7,067.50 84,012.50

Bahan

Kawat Kassa 1.100 m2 66,000.00 72,600.00 0.020 Kg 34,100.00 682.00

Papan Kayu Kamper 0.0018 m3 2,035,000.00 3,663.00 Tenaga

Perkerja 0.100 Oh 27,500.00 2,750 Tukang Kayu 0.100 Oh 38,500.00 3,850 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.0005 Oh 55,000.00 28

46,695.00 7,067.50 53,762.50

Bahan

Kawat Burung 1.100 m2 38,500.00 42,350.00 0.020 Kg 34,100.00 682.00

Papan Kayu Kamper 0.0018 m3 2,035,000.00 3,663.00 Tenaga

Perkerja 0.100 Oh 27,500.00 2,750 Tukang Kayu 0.100 Oh 38,500.00 3,850 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.0005 Oh 55,000.00 28

11,860.75 14,135.00 25,995.75

Bahan

Jendela Nako 1.100 m2 9,900.00 10,890.00 0.020 Kg 34,100.00 682.00

Besi Strip 0.0250 m2 11,550.00 288.75 Tenaga

Perkerja 0.200 Oh 27,500.00 5,500 Tukang Kayu 0.200 Oh 38,500.00 7,700 Kepala Tukang 0.020 Oh 44,000.00 880 Mandor 0.0010 Oh 55,000.00 55

46,447.50 20,693.75 67,141.25

Bahan

Seng Plat 3" x 6" BJLS 28 0.500 Lbr 38,500.00 19,250.00 0.015 Kg 34,100.00 511.50

Papan Kayu Borneo 0.0096 m3 2,035,000.00 19,536.00 Flincote / Meni Besi 0.2500 Kg 28,600.00 7,150.00 Tenaga

Perkerja 0.150 Oh 27,500.00 4,125 Tukang Kayu 0.400 Oh 38,500.00 15,400 Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.00125 Oh 55,000.00 69

67,006.50 17,668.75 84,675.25

Bahan

Seng Plat 3" x 6" BJLS 28 0.500 Lbr 38,500.00 19,250.00 0.015 Kg 34,100.00 511.50

Papan Kayu Borneo 0.0190 m3 2,035,000.00 38,665.00 Flincote / Meni Besi 0.3000 Kg 28,600.00 8,580.00 Tenaga

Perkerja 0.040 Oh 27,500.00 1,100 Tukang Kayu 0.400 Oh 38,500.00 15,400

1 m² Pasang Kawat Harmonika

Paku Biasa ½" - 1"

1 m² Pasang Kawat Nyamuk

Paku Biasa ½" - 1"

1 m² Pasang Kawat Kassa

Paku Biasa ½" - 1"

1 m² Pasang Kawat Burung

Paku Biasa ½" - 1"

1 m² Pasang Jendela Nako & Tralis

Paku Biasa ½" - 1" atau Sekrup

1 m² Pasang Talang Datar , Seng BJLS 28

Paku Biasa ½" - 1" atau Sekrup

1 m² Pasang Talang Miring , Seng BJLS 28

Paku Biasa ½" - 1" atau Sekrup

Page 40: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.00125 Oh 55,000.00 69

62,700.00 14,918.75 77,618.75

Bahan

Seng Gelombang 3" x 6" BJLS 28 0.300 Lbr 49,500.00 14,850.00 0.100 Kg 34,100.00 3,410.00

Papan Kayu Borneo 0.0190 m3 2,035,000.00 38,665.00 Besi Strip 0.5000 Kg 11,550.00 5,775.00 Tenaga

Perkerja 0.150 Oh 27,500.00 4,125 Tukang Kayu 0.250 Oh 38,500.00 9,625 Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.00125 Oh 55,000.00 69

57,750.00 14,918.75 72,668.75

Bahan

Seng Plat 3 x 6 BJLS 24 0.300 Lbr 33,000.00 9,900.00 0.100 Kg 34,100.00 3,410.00

Papan Kayu Borneo 0.0190 m3 2,035,000.00 38,665.00 Besi Strip 0.5000 Kg 11,550.00 5,775.00 Tenaga

Perkerja 0.150 Oh 27,500.00 4,125 Tukang Kayu 0.250 Oh 38,500.00 9,625 Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.00125 Oh 55,000.00 69

VI PEKERJAAN KUNCI DAN KACA

1 Buah Pasang Kunsi Tanam Antik 220,000.00 27,555.00 247,555.00

Bahan

Kunsi Tanam Antik 1.000 Bh 220,000.00 220,000.00 Tenaga

Perkerja 0.060 Oh 27,500.00 1,650 Tukang Kayu 0.600 Oh 38,500.00 23,100 Kepala Tukang 0.060 Oh 44,000.00 2,640 Mandor 0.003 Oh 55,000.00 165

1 Buah Pasang Kunsi Tanam Biasa 99,000.00 20,240.00 119,240.00

Bahan

Kunsi Tanam Biasa 1.000 Bh 99,000.00 99,000.00 Tenaga

Perkerja 0.010 Oh 27,500.00 275 Tukang Kayu 0.500 Oh 38,500.00 19,250 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.005 Oh 55,000.00 275

1 Buah Pasang Kunsi Tanam Kamar Mandi 132,000.00 19,745.00 151,745.00

Bahan

Kunsi Tanam Kamar Mandi 1.000 Bh 132,000.00 132,000.00 Tenaga

Perkerja 0.005 Oh 27,500.00 138 Tukang Kayu 0.500 Oh 38,500.00 19,250 Kepala Tukang 0.005 Oh 44,000.00 220 Mandor 0.0025 Oh 55,000.00 138

1 Buah Pasang Kunsi Silinder 165,000.00 19,621.25 184,621.25

Bahan

Kunsi Silinder 1.000 Bh 165,000.00 165,000.00 Tenaga

Perkerja 0.005 Oh 27,500.00 138 Tukang Kayu 0.500 Oh 38,500.00 19,250 Kepala Tukang 0.005 Oh 44,000.00 220 Mandor 0.00025 Oh 55,000.00 14

1 Buah Pasang Engsel Pintu 30,250.00 6,888.75 37,138.75

Bahan

Engsel Pintu 1.000 Bh 30,250.00 30,250.00 Tenaga

Perkerja 0.015 Oh 27,500.00 413 Tukang Kayu 0.150 Oh 38,500.00 5,775 Kepala Tukang 0.015 Oh 44,000.00 660 Mandor 0.00075 Oh 55,000.00 41

1 Buah Pasang Engsel Jendela Kupu - kupu 27,500.00 4,592.50 32,092.50

Bahan

Engsel Jendela 1.000 Bh 27,500.00 27,500.00 Tenaga

Perkerja 0.010 Oh 27,500.00 275 Tukang Kayu 0.100 Oh 38,500.00 3,850 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.00050 Oh 55,000.00 28

1 m² Pasang Talang ½ Lingkaran Ø 10 cm, Seng BJLS 28

Paku Biasa ½" - 1" atau Sekrup

1 m² Pasang Talang ½ Lingkaran Ø 10 cm, Seng BJLS 24

Paku Biasa ½" - 1" atau Sekrup

Page 41: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

1 Buah Pasang Engsel Angin 33,000.00 9,680.00 42,680.00

Bahan

Engsel Angin 1.000 Bh 33,000.00 33,000.00 Tenaga

Perkerja 0.020 Oh 27,500.00 550 Tukang Kayu 0.200 Oh 38,500.00 7,700 Kepala Tukang 0.020 Oh 44,000.00 880 Mandor 0.01000 Oh 55,000.00 550

1 Buah Pasang Spring Knip 3,850.00 6,888.75 10,738.75

Bahan

Spring Knip 1.000 Bh 3,850.00 3,850.00 Tenaga

Perkerja 0.015 Oh 27,500.00 413 Tukang Kayu 0.150 Oh 38,500.00 5,775 Kepala Tukang 0.015 Oh 44,000.00 660 Mandor 0.00075 Oh 55,000.00 41

1 Buah Pasang Kait angin 38,500.00 6,888.75 45,388.75

Bahan

Kait Angin 1.000 Bh 38,500.00 38,500.00 Tenaga

Perkerja 0.015 Oh 27,500.00 413 Tukang Kayu 0.150 Oh 38,500.00 5,775 Kepala Tukang 0.015 Oh 44,000.00 660 Mandor 0.00075 Oh 55,000.00 41

1 Buah Pasang Door Closer 165,000.00 22,962.50 187,962.50

Bahan

Door Closer 1.000 Bh 165,000.00 165,000.00 Tenaga

Perkerja 0.050 Oh 27,500.00 1,375 Tukang Kayu 0.500 Oh 38,500.00 19,250 Kepala Tukang 0.050 Oh 44,000.00 2,200 Mandor 0.00250 Oh 55,000.00 138

1 Buah Pasang Kunci Selot 22,000.00 9,185.00 31,185.00

Bahan

Kunci Selot 1.000 Bh 22,000.00 22,000.00 Tenaga

Perkerja 0.020 Oh 27,500.00 550 Tukang Kayu 0.200 Oh 38,500.00 7,700 Kepala Tukang 0.020 Oh 44,000.00 880 Mandor 0.001 Oh 55,000.00 55

1 Buah Pasang Pegangan Pintu / Door Holder 231,000.00 22,962.50 253,962.50

Bahan

Door Holder 1.000 Bh 231,000.00 231,000.00 Tenaga

Perkerja 0.050 Oh 27,500.00 1,375 Tukang Kayu 0.500 Oh 38,500.00 19,250 Kepala Tukang 0.050 Oh 44,000.00 2,200 Mandor 0.0025 Oh 55,000.00 138

1 Buah Pasang Door Stop 165,000.00 4,592.50 169,592.50

Bahan

Door Stop 1.000 Bh 165,000.00 165,000.00 Tenaga

Perkerja 0.010 Oh 27,500.00 275 Tukang Kayu 0.100 Oh 38,500.00 3,850 Kepala Tukang 0.010 Oh 44,000.00 440 Mandor 0.0005 Oh 55,000.00 28

1 Buah Pasang Rel Pintu Dorong 275,000.00 27,555.00 302,555.00

Bahan

Rel Pintu Dorong 1.000 Bh 275,000.00 275,000.00 Tenaga

Perkerja 0.060 Oh 27,500.00 1,650 Tukang Kayu 0.600 Oh 38,500.00 23,100 Kepala Tukang 0.060 Oh 44,000.00 2,640 Mandor 0.0030 Oh 55,000.00 165

1 Buah Pasang Kunci Lemari 27,500.00 11,481.25 38,981.25

Bahan

Kunci Lemari 1.000 Bh 27,500.00 27,500.00 Tenaga

Perkerja 0.025 Oh 27,500.00 688 Tukang Kayu 0.250 Oh 38,500.00 9,625 Kepala Tukang 0.025 Oh 44,000.00 1,100 Mandor 0.00125 Oh 55,000.00 69

Page 42: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

1 Buah Pasang Kaca tebal 3 mm 78,650.00 6,888.75 85,538.75

Bahan

Kaca Polos 1.100 m2 71,500.00 78,650.00 Tenaga

Perkerja 0.015 Oh 27,500.00 413 Tukang Kayu 0.150 Oh 38,500.00 5,775 Kepala Tukang 0.015 Oh 44,000.00 660 Mandor 0.00075 Oh 55,000.00 41

1 Buah Pasang Kaca tebal 5 mm 78,650.00 6,888.75 85,538.75

Bahan

Kaca Polos 1.100 m2 71,500.00 78,650.00 Tenaga

Perkerja 0.015 Oh 27,500.00 413 Tukang Kayu 0.150 Oh 38,500.00 5,775 Kepala Tukang 0.015 Oh 44,000.00 660 Mandor 0.00075 Oh 55,000.00 41

1 Buah Pasang Kaca tebal 8 mm 78,650.00 7,576.25 86,226.25

Bahan

Kaca Polos 1.100 m2 71,500.00 78,650.00 Tenaga

Perkerja 0.0165 Oh 27,500.00 454 Tukang Kayu 0.165 Oh 38,500.00 6,353 Kepala Tukang 0.0165 Oh 44,000.00 726 Mandor 0.00080 Oh 55,000.00 44

1 Buah Pasang Kaca Buram tebal 12 mm 102,850.00 11,481.25 114,331.25

Bahan

Kaca Buram 1.100 m2 93,500.00 102,850.00 Tenaga

Perkerja 0.0250 Oh 27,500.00 688 Tukang Kayu 0.250 Oh 38,500.00 9,625 Kepala Tukang 0.0250 Oh 44,000.00 1,100 Mandor 0.00125 Oh 55,000.00 69

1 Buah Pasang Kaca Cermin tebal 5 mm 96,800.00 6,888.75 103,688.75

Bahan

Kaca Cermin 1.100 m2 88,000.00 96,800.00 Tenaga

Perkerja 0.0150 Oh 27,500.00 413 Tukang Kayu 0.150 Oh 38,500.00 5,775 Kepala Tukang 0.0150 Oh 44,000.00 660 Mandor 0.00075 Oh 55,000.00 41

1 Buah Pasang Kaca Cermin tebal 6 mm 96,800.00 6,888.75 103,688.75

Bahan

Kaca Cermin 1.100 m2 88,000.00 96,800.00 Tenaga

Perkerja 0.0150 Oh 27,500.00 413 Tukang Kayu 0.150 Oh 38,500.00 5,775 Kepala Tukang 0.0150 Oh 44,000.00 660 Mandor 0.00075 Oh 55,000.00 41

1 Buah Pasang Kaca Cermin tebal 8 mm 96,800.00 7,576.25 104,376.25

Bahan

Kaca Cermin 1.100 m2 88,000.00 96,800.00 Tenaga

Perkerja 0.0165 Oh 27,500.00 454 Tukang Kayu 0.165 Oh 38,500.00 6,353 Kepala Tukang 0.0165 Oh 44,000.00 726 Mandor 0.00080 Oh 55,000.00 44

1 Buah Pasang Kaca Wireglass tebal 5 mm 145,200.00 6,888.75 152,088.75

Bahan

Kaca Wireglass 1.100 m2 132,000.00 145,200.00 Tenaga

Perkerja 0.0150 Oh 27,500.00 413 Tukang Kayu 0.150 Oh 38,500.00 5,775 Kepala Tukang 0.0150 Oh 44,000.00 660 Mandor 0.00075 Oh 55,000.00 41

1 Buah Pasang Kaca Patri tebal 5 mm 423,500.00 6,888.75 430,388.75

Bahan

Kaca Patri 1.100 m2 385,000.00 423,500.00 Tenaga

Perkerja 0.0150 Oh 27,500.00 413 Tukang Kayu 0.150 Oh 38,500.00 5,775 Kepala Tukang 0.0150 Oh 44,000.00 660 Mandor 0.00075 Oh 55,000.00 41

Page 43: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

VI PEKERJAAN PENUTUP LANTAI DAN DINDING

56,243.30 12,380.50 68,623.80

Bahan

Ubin Abu -abu 40 x40 cm 6.630 bh 6,160.00 40,840.80 Semen Portland 9.800 Kg 1,100.00 10,780.00 Pasir Pasang 0.0215 m3 215,000.00 4,622.50

Tenaga

Perkerja 0.2500 Oh 27,500.00 6,875 Tukang Batu 0.120 Oh 35,750.00 4,290 Kepala Tukang 0.0120 Oh 44,000.00 528 Mandor 0.0125 Oh 55,000.00 688

56,752.05 12,883.75 69,635.80

Bahan

Ubin Abu -abu 30 x 30 cm 11.870 bh 3,465.00 41,129.55 Semen Portland 10.000 Kg 1,100.00 11,000.00 Pasir Pasang 0.0215 m3 215,000.00 4,622.50

Tenaga

Perkerja 0.2600 Oh 27,500.00 7,150 Tukang Batu 0.125 Oh 35,750.00 4,469 Kepala Tukang 0.0125 Oh 44,000.00 550 Mandor 0.0130 Oh 55,000.00 715

55,152.50 13,387.00 68,539.50

Bahan

Ubin Abu -abu 20 x 20 cm 26.500 bh 1,540.00 40,810.00 Semen Portland 10.400 Kg 1,100.00 11,440.00 Pasir Pasang 0.0135 m3 215,000.00 2,902.50

Tenaga

Perkerja 0.2700 Oh 27,500.00 7,425 Tukang Batu 0.130 Oh 35,750.00 4,648 Kepala Tukang 0.0130 Oh 44,000.00 572 Mandor 0.0135 Oh 55,000.00 743

55,949.80 12,380.50 68,330.30

Bahan

Ubin Warna 40 x 40 cm 6.630 bh 6,160.00 40,840.80 Semen Portland 8.160 Kg 1,100.00 8,976.00 Pasir Pasang 0.0230 m3 215,000.00 4,945.00 Semen Warna 0.9000 Kg 1,320.00 1,188.00

Tenaga

Perkerja 0.2500 Oh 27,500.00 6,875 Tukang Batu 0.120 Oh 35,750.00 4,290 Kepala Tukang 0.0120 Oh 44,000.00 528 Mandor 0.0125 Oh 55,000.00 688

56,458.55 12,380.50 68,839.05

Bahan

Ubin Warna 30 x 30 cm 11.870 bh 3,465.00 41,129.55 Semen Portland 8.360 Kg 1,100.00 9,196.00 Pasir Pasang 0.0230 m3 215,000.00 4,945.00 Semen Warna 0.9000 Kg 1,320.00 1,188.00

Tenaga

Perkerja 0.2500 Oh 27,500.00 6,875 Tukang Batu 0.120 Oh 35,750.00 4,290 Kepala Tukang 0.0120 Oh 44,000.00 528 Mandor 0.0125 Oh 55,000.00 688

56,579.00 13,387.00 69,966.00

Bahan

Ubin Warna 20 x 20 cm 26.500 bh 1,540.00 40,810.00 Semen Portland 8.760 Kg 1,100.00 9,636.00 Pasir Pasang 0.0230 m3 215,000.00 4,945.00 Semen Warna 0.9000 Kg 1,320.00 1,188.00

Tenaga

Perkerja 0.2700 Oh 27,500.00 7,425 Tukang Batu 0.130 Oh 35,750.00 4,648 Kepala Tukang 0.0130 Oh 44,000.00 572 Mandor 0.0135 Oh 55,000.00 743

48,490.50 12,380.50 60,871.00

Bahan

Ubin Teraso 40 x 40 cm 6.250 bh 5,280.00 33,000.00 Semen Portland 8.800 Kg 1,100.00 9,680.00

1 m² Pasang Lantai Ubin PC Abu - abu ukuran 40 x 40 cm

1 m² Pasang Lantai Ubin PC Abu - abu ukuran 30 x 30 cm

1 m² Pasang Lantai Ubin PC Abu - abu ukuran 20 x 20 cm

1 m² Pasang Lantai Ubin Warna ukuran 40 x 40 cm

1 m² Pasang Lantai Ubin Warna ukuran 30 x 30 cm

1 m² Pasang Lantai Ubin Warna ukuran 20 x 20 cm

1 m² Pasang Lantai Ubin Teraso ukuran 40 x 40 cm

Page 44: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Pasir Pasang 0.0215 m3 215,000.00 4,622.50 Semen Warna 0.9000 Kg 1,320.00 1,188.00

Tenaga

Perkerja 0.2500 Oh 27,500.00 6,875 Tukang Batu 0.120 Oh 35,750.00 4,290 Kepala Tukang 0.0120 Oh 44,000.00 528 Mandor 0.0125 Oh 55,000.00 688

23,209.20 12,883.75 36,092.95

Bahan

Ubin Teraso 30 x 30 cm 1.870 bh 2,970.00 5,553.90 Semen Portland 10.000 Kg 1,100.00 11,000.00 Pasir Pasang 0.0215 m3 215,000.00 4,622.50 Semen Warna 1.5400 Kg 1,320.00 2,032.80

Tenaga

Perkerja 0.2600 Oh 27,500.00 7,150 Tukang Batu 0.125 Oh 35,750.00 4,469 Kepala Tukang 0.0125 Oh 44,000.00 550 Mandor 0.0130 Oh 55,000.00 715

224,464.10 12,402.50 236,866.60

Bahan

Ubin Granito 40 x 40 cm 6.930 bh 29,920.00 207,345.60 Semen Portland 9.800 Kg 1,100.00 10,780.00 Pasir Pasang 0.0215 m3 215,000.00 4,622.50 Semen Warna 1.3000 Kg 1,320.00 1,716.00

Tenaga

Perkerja 0.2500 Oh 27,500.00 6,875 Tukang Batu 0.120 Oh 35,750.00 4,290 Kepala Tukang 0.0125 Oh 44,000.00 550 Mandor 0.0125 Oh 55,000.00 688

217,374.60 12,883.75 230,258.35

Bahan

Ubin Granito 30 x 30 cm 11.870 bh 16,830.00 199,772.10 Semen Portland 10.000 Kg 1,100.00 11,000.00 Pasir Pasang 0.0215 m3 215,000.00 4,622.50 Semen Warna 1.5000 Kg 1,320.00 1,980.00

Tenaga

Perkerja 0.2600 Oh 27,500.00 7,150 Tukang Batu 0.125 Oh 35,750.00 4,469 Kepala Tukang 0.0125 Oh 44,000.00 550 Mandor 0.0130 Oh 55,000.00 715

98,518.50 12,380.50 110,899.00

Bahan

Ubin Teralux Kerang 40 x 40 cm 6.250 bh 13,200.00 82,500.00 Semen Portland 8.800 Kg 1,100.00 9,680.00 Pasir Pasang 0.0215 m3 215,000.00 4,622.50 Semen Warna 1.3000 Kg 1,320.00 1,716.00

Tenaga

Perkerja 0.2500 Oh 27,500.00 6,875 Tukang Batu 0.120 Oh 35,750.00 4,290 Kepala Tukang 0.0120 Oh 44,000.00 528 Mandor 0.0125 Oh 55,000.00 688

104,774.48 12,380.50 117,154.98

Bahan

Ubin Teralux Kerang 30 x 30 cm 11.807 bh 7,425.00 87,666.98 Semen Portland 10.000 Kg 1,100.00 11,000.00 Pasir Pasang 0.0215 m3 215,000.00 4,622.50 Semen Warna 1.1250 Kg 1,320.00 1,485.00

Tenaga

Perkerja 0.2500 Oh 27,500.00 6,875 Tukang Batu 0.120 Oh 35,750.00 4,290 Kepala Tukang 0.0120 Oh 44,000.00 528 Mandor 0.0125 Oh 55,000.00 688

286,116.00 12,380.50 298,496.50

Bahan

Ubin Teralux Marmer 60 x 60 cm 5.600 bh 47,520.00 266,112.00 Semen Portland 8.190 Kg 1,100.00 9,009.00 Pasir Pasang 0.0450 m3 215,000.00 9,675.00 Semen Warna 1.0000 Kg 1,320.00 1,320.00

1 m² Pasang Lantai Ubin Teraso ukuran 30 x 30 cm

1 m² Pasang Lantai Ubin Granito ukuran 40 x 40 cm

1 m² Pasang Lantai Ubin Granito ukuran 30 x 30 cm

1 m² Pasang Lantai Ubin Teralux Kerang ukuran 40 x 40 cm

1 m² Pasang Lantai Ubin Teralux Kerang ukuran 30 x 30 cm

1 m² Pasang Lantai Ubin Teralux Marmer ukuran 60 x 60 cm

Page 45: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Tenaga

Perkerja 0.2500 Oh 27,500.00 6,875 Tukang Batu 0.120 Oh 35,750.00 4,290 Kepala Tukang 0.0120 Oh 44,000.00 528 Mandor 0.0125 Oh 55,000.00 688

148,018.50 29,326.00 177,344.50

Bahan

Ubin Teralux Marmer 40 x 40 cm 6.250 bh 21,120.00 132,000.00 Semen Portland 8.800 Kg 1,100.00 9,680.00 Pasir Pasang 0.0215 m3 215,000.00 4,622.50 Semen Warna 1.3000 Kg 1,320.00 1,716.00

Tenaga

Perkerja 0.6720 Oh 27,500.00 18,480 Tukang Batu 0.224 Oh 35,750.00 8,008 Kepala Tukang 0.0220 Oh 44,000.00 968 Mandor 0.0340 Oh 55,000.00 1,870

158,618.10 34,826.00 193,444.10

Bahan

Ubin Teralux Marmer 30 x 30 cm 11.870 bh 11,880.00 141,015.60 Semen Portland 10.000 Kg 1,100.00 11,000.00 Pasir Pasang 0.0215 m3 215,000.00 4,622.50 Semen Warna 1.5000 Kg 1,320.00 1,980.00

Tenaga

Perkerja 0.7000 Oh 27,500.00 19,250 Tukang Batu 0.340 Oh 35,750.00 12,155 Kepala Tukang 0.0340 Oh 44,000.00 1,496 Mandor 0.0350 Oh 55,000.00 1,925

8,697.50 3,019.50 11,717.00

Bahan

Plint Ubin PC Abu - abu 15 x 20 cm 5.300 bh 1,155.00 6,121.50 Semen Portland 1.560 Kg 1,100.00 1,716.00 Pasir Pasang 0.0040 m3 215,000.00 860.00

Tenaga

Perkerja 0.0600 Oh 27,500.00 1,650 Tukang Batu 0.030 Oh 35,750.00 1,073 Kepala Tukang 0.0030 Oh 44,000.00 132 Mandor 0.0030 Oh 55,000.00 165

6,438.15 3,019.50 9,457.65

Bahan

Plint Ubin PC Abu -abu 10 x 30 cm 3.530 bh 1,155.00 4,077.15 Semen Portland 1.560 Kg 1,100.00 1,716.00 Pasir Pasang 0.0030 m3 215,000.00 645.00

Tenaga

Perkerja 0.0600 Oh 27,500.00 1,650 Tukang Batu 0.030 Oh 35,750.00 1,073 Kepala Tukang 0.0030 Oh 44,000.00 132 Mandor 0.0030 Oh 55,000.00 165

5,859.00 3,019.50 8,878.50

Bahan

Plint Ubin PC Abu - abu 10 x 40 cm 2.650 bh 1,320.00 3,498.00 Semen Portland 1.560 Kg 1,100.00 1,716.00 Pasir Pasang 0.0030 m3 215,000.00 645.00

Tenaga

Perkerja 0.0600 Oh 27,500.00 1,650 Tukang Batu 0.030 Oh 35,750.00 1,073 Kepala Tukang 0.0030 Oh 44,000.00 132 Mandor 0.0030 Oh 55,000.00 165

6,879.80 3,019.50 9,899.30

Bahan

Plint Ubin PC Warna 10 x 20 cm 5.300 bh 880.00 4,664.00 Semen Portland 1.200 Kg 1,100.00 1,320.00 Pasir Pasang 0.0030 m3 215,000.00 645.00 Semen Warna 0.1900 Kg 1,320.00 250.80

Tenaga

Perkerja 0.0600 Oh 27,500.00 1,650 Tukang Batu 0.030 Oh 35,750.00 1,073 Kepala Tukang 0.0030 Oh 44,000.00 132 Mandor 0.0030 Oh 55,000.00 165

1 m² Pasang Lantai Ubin Teralux Marmer ukuran 40 x 40 cm

1 m² Pasang Lantai Ubin Teralux Marmer ukuran 30 x 30 cm

1 m² Pasang Plint Ubin PC Abu - abu ukuran 15 x 20 cm

1 m² Pasang Plint Ubin PC Abu - abu ukuran 10 x 30 cm

1 m² Pasang Plint Ubin PC Abu - abu ukuran 10 x 40 cm

1 m² Pasang Plint Ubin PC Warna ukuran 10 x 20 cm

Page 46: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

7,030.60 3,019.50 10,050.10

Bahan

Plint Ubin PC Warna 10 x 30 cm 3.330 bh 1,320.00 4,395.60 Semen Portland 1.650 Kg 1,100.00 1,815.00 Pasir Pasang 0.0032 m3 215,000.00 688.00 Semen Warna 0.1000 Kg 1,320.00 132.00

Tenaga

Perkerja 0.0600 Oh 27,500.00 1,650 Tukang Batu 0.030 Oh 35,750.00 1,073 Kepala Tukang 0.0030 Oh 44,000.00 132 Mandor 0.0030 Oh 55,000.00 165

6,761.00 4,026.00 10,787.00

Bahan

Plint Ubin PC Warna 10 x 40 cm 2.650 bh 1,760.00 4,664.00 Semen Portland 1.200 Kg 1,100.00 1,320.00 Pasir Pasang 0.0030 m3 215,000.00 645.00 Semen Warna 0.1000 Kg 1,320.00 132.00

Tenaga

Perkerja 0.0800 Oh 27,500.00 2,200 Tukang Batu 0.040 Oh 35,750.00 1,430 Kepala Tukang 0.0040 Oh 44,000.00 176 Mandor 0.0040 Oh 55,000.00 220

6,688.95 4,026.00 10,714.95

Bahan

Plint Ubin Teraso 10 x 30 cm 3.530 bh 1,155.00 4,077.15 Semen Portland 1.560 Kg 1,100.00 1,716.00 Pasir Pasang 0.0030 m3 215,000.00 645.00 Semen Warna 0.1900 Kg 1,320.00 250.80

Tenaga

Perkerja 0.0800 Oh 27,500.00 2,200 Tukang Batu 0.040 Oh 35,750.00 1,430 Kepala Tukang 0.0040 Oh 44,000.00 176 Mandor 0.0040 Oh 55,000.00 220

6,178.00 4,026.00 10,204.00

Bahan

Plint Ubin Teraso 10 x 40 cm 2.650 bh 1,540.00 4,081.00 Semen Portland 1.200 Kg 1,100.00 1,320.00 Pasir Pasang 0.0030 m3 215,000.00 645.00 Semen Warna 0.1000 Kg 1,320.00 132.00

Tenaga

Perkerja 0.0800 Oh 27,500.00 2,200 Tukang Batu 0.040 Oh 35,750.00 1,430 Kepala Tukang 0.0040 Oh 44,000.00 176 Mandor 0.0040 Oh 55,000.00 220

21,919.00 3,019.50 24,938.50

Bahan

Plint Ubin Granito 10 x 40 cm 2.650 bh 7,480.00 19,822.00 Semen Portland 1.200 Kg 1,100.00 1,320.00 Pasir Pasang 0.0030 m3 215,000.00 645.00 Semen Warna 0.1000 Kg 1,320.00 132.00

Tenaga

Perkerja 0.0600 Oh 27,500.00 1,650 Tukang Batu 0.030 Oh 35,750.00 1,073 Kepala Tukang 0.0030 Oh 44,000.00 132 Mandor 0.0030 Oh 55,000.00 165

21,316.30 28,611.00 49,927.30

Bahan

Plint Ubin Granito 10 x 30 cm 3.330 bh 5,610.00 18,681.30 Semen Portland 1.650 Kg 1,100.00 1,815.00 Pasir Pasang 0.0032 m3 215,000.00 688.00 Semen Warna 0.1000 Kg 1,320.00 132.00

Tenaga

Perkerja 0.9000 Oh 27,500.00 24,750 Tukang Batu 0.090 Oh 35,750.00 3,218 Kepala Tukang 0.0090 Oh 44,000.00 396 Mandor 0.0045 Oh 55,000.00 248

10,885.00 28,611.00 39,496.00

Bahan

Plint Ubin Teralux Kerang 10 x 40 cm 2.500 bh 3,300.00 8,250.00

1 m² Pasang Plint Ubin PC Warna ukuran 10 x 30 cm

1 m² Pasang Plint Ubin PC Warna ukuran 10 x 40 cm

1 m² Pasang Plint Ubin Teraso ukuran 10 x 30 cm

1 m² Pasang Plint Ubin Teraso ukuran 10 x 40 cm

1 m² Pasang Plint Ubin Granito ukuran 10 x 40 cm

1 m² Pasang Plint Ubin Granito ukuran 10 x 30 cm

1 m² Pasang Plint Ubin Teralux Kerang ukuran 10 x 40 cm

Page 47: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Semen Portland 1.650 Kg 1,100.00 1,815.00 Pasir Pasang 0.0032 m3 215,000.00 688.00 Semen Warna 0.1000 Kg 1,320.00 132.00

Tenaga

Perkerja 0.9000 Oh 27,500.00 24,750 Tukang Batu 0.090 Oh 35,750.00 3,218 Kepala Tukang 0.0090 Oh 44,000.00 396 Mandor 0.0045 Oh 55,000.00 248

10,876.75 28,611.00 39,487.75

Bahan

Plint Ubin Teralux Kerang 10 x 30 cm 3.330 bh 2,475.00 8,241.75 Semen Portland 1.650 Kg 1,100.00 1,815.00 Pasir Pasang 0.0032 m3 215,000.00 688.00 Semen Warna 0.1000 Kg 1,320.00 132.00

Tenaga

Perkerja 0.9000 Oh 27,500.00 24,750 Tukang Batu 0.090 Oh 35,750.00 3,218 Kepala Tukang 0.0090 Oh 44,000.00 396 Mandor 0.0045 Oh 55,000.00 248

16,099.00 28,611.00 44,710.00

Bahan

Plint Ubin Teralux Marmer 10 x 60 cm 1.700 bh 7,920.00 13,464.00 Semen Portland 1.650 Kg 1,100.00 1,815.00 Pasir Pasang 0.0032 m3 215,000.00 688.00 Semen Warna 0.1000 Kg 1,320.00 132.00

Tenaga

Perkerja 0.9000 Oh 27,500.00 24,750 Tukang Batu 0.090 Oh 35,750.00 3,218 Kepala Tukang 0.0090 Oh 44,000.00 396 Mandor 0.0045 Oh 55,000.00 248

15,835.00 28,611.00 44,446.00

Bahan

Plint Ubin Teralux Marmer 10 x 40 cm 2.500 bh 5,280.00 13,200.00 Semen Portland 1.650 Kg 1,100.00 1,815.00 Pasir Pasang 0.0032 m3 215,000.00 688.00 Semen Warna 0.1000 Kg 1,320.00 132.00

Tenaga

Perkerja 0.9000 Oh 27,500.00 24,750 Tukang Batu 0.090 Oh 35,750.00 3,218 Kepala Tukang 0.0090 Oh 44,000.00 396 Mandor 0.0045 Oh 55,000.00 248

15,821.80 28,611.00 44,432.80

Bahan

Plint Ubin Teralux Marmer 10 x 30 cm 3.330 bh 3,960.00 13,186.80 Semen Portland 1.650 Kg 1,100.00 1,815.00 Pasir Pasang 0.0032 m3 215,000.00 688.00 Semen Warna 0.1000 Kg 1,320.00 132.00

Tenaga

Perkerja 0.9000 Oh 27,500.00 24,750 Tukang Batu 0.090 Oh 35,750.00 3,218 Kepala Tukang 0.0090 Oh 44,000.00 396 Mandor 0.0045 Oh 55,000.00 248

118.80 28,611.00 28,729.80

Bahan

Bahan Teraso Cor 0.0036 m3 33,000.00 118.80

Tenaga

Perkerja 0.9000 Oh 27,500.00 24,750 Tukang Batu 0.090 Oh 35,750.00 3,218 Kepala Tukang 0.0090 Oh 44,000.00 396 Mandor 0.0045 Oh 55,000.00 248

118.80 28,611.00 28,729.80

Bahan

Bahan Teraso Cor 0.0036 m3 33,000.00 118.80

Tenaga

Perkerja 0.9000 Oh 27,500.00 24,750 Tukang Batu 0.090 Oh 35,750.00 3,218 Kepala Tukang 0.0090 Oh 44,000.00 396 Mandor 0.0045 Oh 55,000.00 248

1 m² Pasang Plint Ubin Teralux Kerang ukuran 10 x 30 cm

1 m² Pasang Plint Ubin Teralux Marmer ukuran 10 x 60 cm

1 m² Pasang Plint Ubin Teralux Marmer ukuran 10 x 40 cm

1 m² Pasang Plint Ubin Teralux Marmer ukuran 10 x 30 cm

1 m² Pasang Teraso Cor ditempat

1 m² Pasang Teralux Cor ditempat, tebal 3 cm

Page 48: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

178,970.20 14,190.00 193,160.20

Bahan

Ubin Tahan Asam 1.0500 m2 143,000.00 150,150.00 Semen Tanam Asam 14.1400 Kg 1,430.00 20,220.20 Pasir Pasang 0.0400 m3 215,000.00 8,600.00

Tenaga

Perkerja 0.2700 Oh 27,500.00 7,425 Tukang Batu 0.150 Oh 35,750.00 5,363 Kepala Tukang 0.0150 Oh 44,000.00 660 Mandor 0.0135 Oh 55,000.00 743

32,108.00 32,752.50 64,860.50

Bahan

Ubin Keramik Artistik 10 x 20 cm 5.0000 bh 1,716.00 8,580.00 Semen Portland 11.3800 Kg 1,100.00 12,518.00 Pasir Pasang 0.0420 m3 215,000.00 9,030.00 Semen Warna 1.5000 Kg 1,320.00 1,980.00

Tenaga

Perkerja 0.6200 Oh 27,500.00 17,050 Tukang Batu 0.350 Oh 35,750.00 12,513 Kepala Tukang 0.0350 Oh 44,000.00 1,540 Mandor 0.0300 Oh 55,000.00 1,650

1 m' Pasang Plint Keramik Artistik ukuran 10 x 20 cm 9,235.00 6,336.00 15,571.00

Bahan

Plint Keramik Artistik 10 x 20 cm 5.000 bh 1,320.00 6,600.00 Semen Portland 1.650 Kg 1,100.00 1,815.00 Pasir Pasang 0.0032 m3 215,000.00 688.00 Semen Warna 0.1000 Kg 1,320.00 132.00

Tenaga

Perkerja 0.0900 Oh 27,500.00 2,475 Tukang Batu 0.090 Oh 35,750.00 3,218 Kepala Tukang 0.0090 Oh 44,000.00 396 Mandor 0.0045 Oh 55,000.00 248

1 m' Pasang Plint Keramik Artistik ukuran 10 x 10 cm 35,661.40 6,336.00 41,997.40

Bahan

Plint Keramik Artistik 10 x 10 cm 5.000 bh 6,600.00 33,000.00 Semen Portland 1.650 Kg 1,100.00 1,815.00 Pasir Pasang 0.0032 m3 215,000.00 688.00 Semen Warna 0.1200 Kg 1,320.00 158.40

Tenaga

Perkerja 0.0900 Oh 27,500.00 2,475 Tukang Batu 0.090 Oh 35,750.00 3,218 Kepala Tukang 0.0090 Oh 44,000.00 396 Mandor 0.0045 Oh 55,000.00 248

1 m' Pasang Plint Keramik Artistik ukuran 5 x 20 cm 4,813.60 6,336.00 11,149.60

Bahan

Plint Keramik Artistik 5 x 20 cm 5.000 bh 660.00 3,300.00 Semen Portland 0.850 Kg 1,100.00 935.00 Pasir Pasang 0.0022 m3 215,000.00 473.00 Semen Warna 0.0800 Kg 1,320.00 105.60

Tenaga

Perkerja 0.0900 Oh 27,500.00 2,475 Tukang Batu 0.090 Oh 35,750.00 3,218 Kepala Tukang 0.0090 Oh 44,000.00 396 Mandor 0.0045 Oh 55,000.00 248

1 m' Pasang Plint Vinyl tanpa adukan 15,620.00 5,632.00 21,252.00

Bahan

Lt. Vinyl Karet 30 x 30 kwl I 3.500 bh 2,200.00 7,700.00 Lem Vinyl 0.080 Kg 99,000.00 7,920.00

Tenaga

Perkerja 0.0800 Oh 27,500.00 2,200 Tukang Batu 0.080 Oh 35,750.00 2,860 Kepala Tukang 0.0080 Oh 44,000.00 352 Mandor 0.0040 Oh 55,000.00 220

62,028.00 32,752.50 94,780.50

Bahan

Ubin Keramik 10 x 20 cm 50.000 bh 770.00 38,500.00 Semen Portland 11.380 Kg 1,100.00 12,518.00

1 m² Pasang Ubin Tahan Asam

1 m² Pasang Lantai Keramik Artistik 10 x 20 cm

1 m² Pasang Lantai Keramik 10 x 20 cm

Page 49: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Pasir Pasang 0.042 m3 215,000.00 9,030.00 Semen Warna 1.500 Kg 1,320.00 1,980.00

Tenaga

Perkerja 0.6200 Oh 27,500.00 17,050 Tukang Batu 0.350 Oh 35,750.00 12,513 Kepala Tukang 0.0350 Oh 44,000.00 1,540 Mandor 0.0300 Oh 55,000.00 1,650

72,533.00 32,752.50 105,285.50

Bahan

Ubin Keramik 15 x 15 cm 44.000 bh 1,113.75 49,005.00 Semen Portland 11.380 Kg 1,100.00 12,518.00 Pasir Pasang 0.042 m3 215,000.00 9,030.00 Semen Warna 1.500 Kg 1,320.00 1,980.00

Tenaga

Perkerja 0.6200 Oh 27,500.00 17,050 Tukang Batu 0.350 Oh 35,750.00 12,513 Kepala Tukang 0.0350 Oh 44,000.00 1,540 Mandor 0.0300 Oh 55,000.00 1,650

73,028.00 32,752.50 105,780.50

Bahan

Ubin Keramik 20 x 20 cm 25.000 bh 1,980.00 49,500.00 Semen Portland 11.380 Kg 1,100.00 12,518.00 Pasir Pasang 0.042 m3 215,000.00 9,030.00 Semen Warna 1.500 Kg 1,320.00 1,980.00

Tenaga

Perkerja 0.6200 Oh 27,500.00 17,050 Tukang Batu 0.350 Oh 35,750.00 12,513 Kepala Tukang 0.0350 Oh 44,000.00 1,540 Mandor 0.0300 Oh 55,000.00 1,650

73,028.00 32,752.50 105,780.50

Bahan

Ubin Keramik 25 x 25 cm 16.000 bh 3,093.75 49,500.00 Semen Portland 11.380 Kg 1,100.00 12,518.00 Pasir Pasang 0.042 m3 215,000.00 9,030.00 Semen Warna 1.500 Kg 1,320.00 1,980.00

Tenaga

Perkerja 0.6200 Oh 27,500.00 17,050 Tukang Batu 0.350 Oh 35,750.00 12,513 Kepala Tukang 0.0350 Oh 44,000.00 1,540 Mandor 0.0300 Oh 55,000.00 1,650

75,503.00 32,752.50 108,255.50

Bahan

Ubin Keramik 15 x 20 cm 35.000 bh 1,485.00 51,975.00 Semen Portland 11.380 Kg 1,100.00 12,518.00 Pasir Pasang 0.042 m3 215,000.00 9,030.00 Semen Warna 1.500 Kg 1,320.00 1,980.00

Tenaga

Perkerja 0.6200 Oh 27,500.00 17,050 Tukang Batu 0.350 Oh 35,750.00 12,513 Kepala Tukang 0.0350 Oh 44,000.00 1,540 Mandor 0.0300 Oh 55,000.00 1,650

77,433.50 32,752.50 110,186.00

Bahan

Ubin Keramik 33 x 33 cm 10.000 bh 5,390.55 53,905.50 Semen Portland 11.380 Kg 1,100.00 12,518.00 Pasir Pasang 0.042 m3 215,000.00 9,030.00 Semen Warna 1.500 Kg 1,320.00 1,980.00

Tenaga

Perkerja 0.6200 Oh 27,500.00 17,050 Tukang Batu 0.350 Oh 35,750.00 12,513 Kepala Tukang 0.0350 Oh 44,000.00 1,540 Mandor 0.0300 Oh 55,000.00 1,650

89,412.50 32,752.50 122,165.00

Bahan

Ubin Keramik 33 x 33 cm anti slip 10.000 bh 6,588.45 65,884.50 Semen Portland 11.380 Kg 1,100.00 12,518.00 Pasir Pasang 0.042 m3 215,000.00 9,030.00 Semen Warna 1.500 Kg 1,320.00 1,980.00

1 m² Pasang Lantai Keramik 15 x 15 cm

1 m² Pasang Lantai Keramik 20 x 20 cm

1 m² Pasang Lantai Keramik 25 x 25 cm

1 m² Pasang Lantai Keramik 15 x 20 cm

1 m² Pasang Lantai Keramik 33 x 33 cm

1 m² Pasang Lantai Keramik 33 x 33 cm anti slip

Page 50: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Tenaga

Perkerja 0.6200 Oh 27,500.00 17,050 Tukang Batu 0.350 Oh 35,750.00 12,513 Kepala Tukang 0.0350 Oh 44,000.00 1,540 Mandor 0.0300 Oh 55,000.00 1,650

77,433.50 32,752.50 110,186.00

Bahan

Ubin Keramik 10 x 33 cm 33.000 bh 1,633.50 53,905.50 Semen Portland 11.380 Kg 1,100.00 12,518.00 Pasir Pasang 0.042 m3 215,000.00 9,030.00 Semen Warna 1.500 Kg 1,320.00 1,980.00

Tenaga

Perkerja 0.6200 Oh 27,500.00 17,050 Tukang Batu 0.350 Oh 35,750.00 12,513 Kepala Tukang 0.0350 Oh 44,000.00 1,540 Mandor 0.0300 Oh 55,000.00 1,650

92,590.00 32,752.50 125,342.50

Bahan

Mozaik 30 x 30 cm 12.000 bh 5,500.00 66,000.00 Semen Portland 14.150 Kg 1,100.00 15,565.00 Pasir Pasang 0.039 m3 215,000.00 8,385.00 Semen Warna 2.000 Kg 1,320.00 2,640.00

Tenaga

Perkerja 0.6200 Oh 27,500.00 17,050 Tukang Batu 0.350 Oh 35,750.00 12,513 Kepala Tukang 0.0350 Oh 44,000.00 1,540 Mandor 0.0300 Oh 55,000.00 1,650

177,026.00 32,752.50 209,778.50

Bahan

Marmer 1.052 M2 143,000.00 150,436.00 Semen Portland 14.150 Kg 1,100.00 15,565.00 Pasir Pasang 0.039 m3 215,000.00 8,385.00 Semen Warna 2.000 Kg 1,320.00 2,640.00

Tenaga

Perkerja 0.6200 Oh 27,500.00 17,050 Tukang Batu 0.350 Oh 35,750.00 12,513 Kepala Tukang 0.0350 Oh 44,000.00 1,540 Mandor 0.0300 Oh 55,000.00 1,650

219,450.00 11,968.00 231,418.00

Bahan

Feltex 100% Wool - T - 21 1.050 m2 176,000.00 184,800.00 Lem Vinyl 0.350 Kg 99,000.00 34,650.00

Tenaga

Perkerja 0.1700 Oh 27,500.00 4,675 Tukang Batu 0.170 Oh 35,750.00 6,078 Kepala Tukang 0.0170 Oh 44,000.00 748 Mandor 0.0085 Oh 55,000.00 468

127,050.00 11,968.00 139,018.00

Bahan

Carpet 80% Wool, 20% Nylon 1.050 m2 88,000.00 92,400.00 Lem Vinyl 0.350 Kg 99,000.00 34,650.00

Tenaga

Perkerja 0.1700 Oh 27,500.00 4,675 Tukang Batu 0.170 Oh 35,750.00 6,078 Kepala Tukang 0.0170 Oh 44,000.00 748 Mandor 0.0085 Oh 55,000.00 468

99,330.00 8,448.00 107,778.00

Bahan

Underlyer, tebal 6 mm / Rubber Corrugated 1.050 m2 94,600.00 99,330.00

Tenaga

Perkerja 0.1200 Oh 27,500.00 3,300 Tukang Batu 0.120 Oh 35,750.00 4,290 Kepala Tukang 0.0120 Oh 44,000.00 528 Mandor 0.0060 Oh 55,000.00 330

63,525.00 11,968.00 75,493.00

Bahan

Carpet 1.050 m2 27,500.00 28,875.00 Lem Vinyl 0.350 Kg 99,000.00 34,650.00

1 m² Pasang Lantai Keramik 10 x 33 cm

1 m² Pasang Lantai Mozaik 30 x 30 cm, ex lokal

1 m² Pasang Lantai Marmer

1 m² Pasang Lantai Karpet 100% Wool

1 m² Pasang Lantai Karpet 100% Wool, 20% Nylon

1 m² Pasang Underlyer, tebal 6 mm

1 m² Pasang Lantai Karpet

Page 51: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Tenaga

Perkerja 0.1700 Oh 27,500.00 4,675 Tukang Batu 0.170 Oh 35,750.00 6,078 Kepala Tukang 0.0170 Oh 44,000.00 748 Mandor 0.0085 Oh 55,000.00 468

244,200.00 33,715.00 277,915.00

Bahan

Parquet Jati 1.050 m2 176,000.00 184,800.00 Lem Vinyl 0.600 Kg 99,000.00 59,400.00

Tenaga

Perkerja 0.6500 Oh 27,500.00 17,875 Tukang Batu 0.350 Oh 35,750.00 12,513 Kepala Tukang 0.0350 Oh 44,000.00 1,540 Mandor 0.0325 Oh 55,000.00 1,788

57,165.00 38,775.00 95,940.00

Bahan

Porselen 11 x 11 cm putih 83.000 Bh 495.00 41,085.00 Semen Abu -abu 9.300 Kg 1,100.00 10,230.00 Pasir Pasang 0.018 m3 215,000.00 3,870.00 Semen Warna 1.500 Kg 1,320.00 1,980.00 Tenaga

Perkerja 0.6200 Oh 27,500.00 17,050 Tukang Batu 0.500 Oh 35,750.00 17,875 Kepala Tukang 0.0500 Oh 44,000.00 2,200 Mandor 0.0300 Oh 55,000.00 1,650

66,295.00 38,775.00 105,070.00

Bahan

Porselen 11 x 11 cm warna 83.000 Bh 605.00 50,215.00 Semen Abu -abu 9.300 Kg 1,100.00 10,230.00 Pasir Pasang 0.018 m3 215,000.00 3,870.00 Semen Warna 1.500 Kg 1,320.00 1,980.00 Tenaga

Perkerja 0.6200 Oh 27,500.00 17,050 Tukang Batu 0.500 Oh 35,750.00 17,875 Kepala Tukang 0.0500 Oh 44,000.00 2,200 Mandor 0.0300 Oh 55,000.00 1,650

66,198.75 36,217.50 102,416.25

Bahan

Porselen 15 x 15 cm putih 45.000 Bh 1,113.75 50,118.75 Semen Abu -abu 9.300 Kg 1,100.00 10,230.00 Pasir Pasang 0.018 m3 215,000.00 3,870.00 Semen Warna 1.500 Kg 1,320.00 1,980.00 Tenaga

Perkerja 0.6000 Oh 27,500.00 16,500 Tukang Batu 0.450 Oh 35,750.00 16,088 Kepala Tukang 0.0450 Oh 44,000.00 1,980 Mandor 0.0300 Oh 55,000.00 1,650

77,336.25 36,217.50 113,553.75

Bahan

Porselen 15 x 15 cm warna 45.000 Bh 1,361.25 61,256.25 Semen Abu -abu 9.300 Kg 1,100.00 10,230.00 Pasir Pasang 0.018 m3 215,000.00 3,870.00 Semen Warna 1.500 Kg 1,320.00 1,980.00 Tenaga

Perkerja 0.6000 Oh 27,500.00 16,500 Tukang Batu 0.450 Oh 35,750.00 16,088 Kepala Tukang 0.0450 Oh 44,000.00 1,980 Mandor 0.0300 Oh 55,000.00 1,650

76,580.00 36,217.50 112,797.50

Bahan

Porselen 10 x 20 cm warna 50.000 Bh 1,210.00 60,500.00 Semen Abu -abu 9.300 Kg 1,100.00 10,230.00 Pasir Pasang 0.018 m3 215,000.00 3,870.00 Semen Warna 1.500 Kg 1,320.00 1,980.00 Tenaga

Perkerja 0.6000 Oh 27,500.00 16,500 Tukang Batu 0.450 Oh 35,750.00 16,088 Kepala Tukang 0.0450 Oh 44,000.00 1,980 Mandor 0.0300 Oh 55,000.00 1,650

76,580.00 36,217.50 112,797.50

Bahan

1 m² Pasang Lantai Parquet Jati

1 m² Pasang Dinding Porselen 11 x 11 cm, putih

1 m² Pasang Dinding Porselen 11 x 11 cm, warna

1 m² Pasang Dinding Porselen 15 x 15 cm, putih

1 m² Pasang Dinding Porselen 15 x 15 cm, warna

1 m² Pasang Dinding Porselen 10 x 20 cm, warna

1 m² Pasang Dinding Porselen 20 x 20 cm, warna

Page 52: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Porselen 20 x 20 cm warna 25.000 Bh 2,420.00 60,500.00 Semen Abu -abu 9.300 Kg 1,100.00 10,230.00 Pasir Pasang 0.018 m3 215,000.00 3,870.00 Semen Warna 1.500 Kg 1,320.00 1,980.00 Tenaga

Perkerja 0.6000 Oh 27,500.00 16,500 Tukang Batu 0.450 Oh 35,750.00 16,088 Kepala Tukang 0.0450 Oh 44,000.00 1,980 Mandor 0.0300 Oh 55,000.00 1,650

786,080.00 36,217.50 822,297.50

Bahan

Keramik Artistik 10 x 20 cm 100.000 Bh 7,700.00 770,000.00 Semen Abu -abu 9.300 Kg 1,100.00 10,230.00 Pasir Pasang 0.018 m3 215,000.00 3,870.00 Semen Warna 1.500 Kg 1,320.00 1,980.00 Tenaga

Perkerja 0.6000 Oh 27,500.00 16,500 Tukang Batu 0.450 Oh 35,750.00 16,088 Kepala Tukang 0.0450 Oh 44,000.00 1,980 Mandor 0.0300 Oh 55,000.00 1,650

731,080.00 36,217.50 767,297.50

Bahan

Keramik Artistik 5 x 20 cm 100.000 Bh 7,150.00 715,000.00 Semen Abu -abu 9.300 Kg 1,100.00 10,230.00 Pasir Pasang 0.018 m3 215,000.00 3,870.00 Semen Warna 1.500 Kg 1,320.00 1,980.00 Tenaga

Perkerja 0.6000 Oh 27,500.00 16,500 Tukang Batu 0.450 Oh 35,750.00 16,088 Kepala Tukang 0.0450 Oh 44,000.00 1,980 Mandor 0.0300 Oh 55,000.00 1,650

208,580.00 36,217.50 244,797.50

Bahan

Keramik 10 x 20 cm 50.000 Bh 3,850.00 192,500.00 Semen Abu -abu 9.300 Kg 1,100.00 10,230.00 Pasir Pasang 0.018 m3 215,000.00 3,870.00 Semen Warna 1.500 Kg 1,320.00 1,980.00 Tenaga

Perkerja 0.6000 Oh 27,500.00 16,500 Tukang Batu 0.450 Oh 35,750.00 16,088 Kepala Tukang 0.0450 Oh 44,000.00 1,980 Mandor 0.0300 Oh 55,000.00 1,650

189,330.00 36,217.50 225,547.50

Bahan

Keramik 15 x 15 cm 45.000 Bh 3,850.00 173,250.00 Semen Abu -abu 9.300 Kg 1,100.00 10,230.00 Pasir Pasang 0.018 m3 215,000.00 3,870.00 Semen Warna 1.500 Kg 1,320.00 1,980.00 Tenaga

Perkerja 0.6000 Oh 27,500.00 16,500 Tukang Batu 0.450 Oh 35,750.00 16,088 Kepala Tukang 0.0450 Oh 44,000.00 1,980 Mandor 0.0300 Oh 55,000.00 1,650

112,330.00 23,705.00 136,035.00

Bahan

Keramik 20 x 20 cm 25.000 Bh 3,850.00 96,250.00 Semen Abu -abu 9.300 Kg 1,100.00 10,230.00 Pasir Pasang 0.018 m3 215,000.00 3,870.00 Semen Warna 1.500 Kg 1,320.00 1,980.00 Tenaga

Perkerja 0.6000 Oh 27,500.00 16,500 Tukang Batu 0.100 Oh 35,750.00 3,575 Kepala Tukang 0.0450 Oh 44,000.00 1,980 Mandor 0.0300 Oh 55,000.00 1,650

208,580.00 23,168.75 231,748.75

Bahan

Keramik 10 x 20 cm 50.000 Bh 3,850.00 192,500.00 Semen Abu -abu 9.300 Kg 1,100.00 10,230.00 Pasir Pasang 0.018 m3 215,000.00 3,870.00 Semen Warna 1.500 Kg 1,320.00 1,980.00 Tenaga

Perkerja 0.6000 Oh 27,500.00 16,500 Tukang Batu 0.125 Oh 35,750.00 4,469 Kepala Tukang 0.0125 Oh 44,000.00 550 Mandor 0.0300 Oh 55,000.00 1,650

1 m² Pasang Dinding Keramik Artistik 10 x 20 cm, warna

1 m² Pasang Dinding Keramik Artistik 5 x 20 cm, warna

1 m² Pasang Dinding Keramik 10 x 20 cm

1 m² Pasang Dinding Keramik 15 x 15 cm

1 m² Pasang Dinding Keramik 20 x 20 cm

1 m² Pasang Dinding Keramik 10 x 20 cm

Page 53: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

166,899.00 47,822.50 214,721.50

Bahan

Marmer 1.020 M2 143,000.00 145,860.00 Semen Abu -abu 12.440 Kg 1,100.00 13,684.00 Pasir Pasang 0.025 m3 215,000.00 5,375.00 Semen Warna 1.500 Kg 1,320.00 1,980.00 Tenaga

Perkerja 0.7200 Oh 27,500.00 19,800 Tukang Batu 0.650 Oh 35,750.00 23,238 Kepala Tukang 0.0650 Oh 44,000.00 2,860 Mandor 0.0350 Oh 55,000.00 1,925

107,059.00 32,752.50 139,811.50

Bahan

Bata Pelapis Klinker 80.000 Bh 1,100.00 88,000.00 Semen Abu -abu 12.440 Kg 1,100.00 13,684.00 Pasir Pasang 0.025 m3 215,000.00 5,375.00 Tenaga

Perkerja 0.6200 Oh 27,500.00 17,050 Tukang Batu 0.350 Oh 35,750.00 12,513 Kepala Tukang 0.0350 Oh 44,000.00 1,540 Mandor 0.0300 Oh 55,000.00 1,650

309,200.00 32,752.50 341,952.50

Bahan

Batu Paros 1.050 Bh 275,000.00 288,750.00 Semen Abu -abu 11.750 Kg 1,100.00 12,925.00 Pasir Pasang 0.035 m3 215,000.00 7,525.00 Tenaga

Perkerja 0.6200 Oh 27,500.00 17,050 Tukang Batu 0.350 Oh 35,750.00 12,513 Kepala Tukang 0.0350 Oh 44,000.00 1,540 Mandor 0.0300 Oh 55,000.00 1,650

112,850.00 32,752.50 145,602.50

Bahan

Batu Tempel Hitam 1.050 Bh 88,000.00 92,400.00 Semen Abu -abu 11.750 Kg 1,100.00 12,925.00 Pasir Pasang 0.035 m3 215,000.00 7,525.00 Tenaga

Perkerja 0.6200 Oh 27,500.00 17,050 Tukang Batu 0.350 Oh 35,750.00 12,513 Kepala Tukang 0.0350 Oh 44,000.00 1,540 Mandor 0.0300 Oh 55,000.00 1,650

144,045.00 10,560.00 154,605.00

Bahan

Vinyl Karet 30 x 30 cm KL I 11.050 Bh 9,900.00 109,395.00 Lem Vinyl 0.350 Kg 99,000.00 34,650.00 Tenaga

Perkerja 0.1500 Oh 27,500.00 4,125 Tukang Batu 0.150 Oh 35,750.00 5,363 Kepala Tukang 0.0150 Oh 44,000.00 660 Mandor 0.0075 Oh 55,000.00 413

131,890.00 10,560.00 142,450.00

Bahan

Vinyl Karet 30 x 30 cm KL II 11.050 Bh 8,800.00 97,240.00 Lem Vinyl 0.350 Kg 99,000.00 34,650.00 Tenaga

Perkerja 0.1500 Oh 27,500.00 4,125 Tukang Batu 0.150 Oh 35,750.00 5,363 Kepala Tukang 0.0150 Oh 44,000.00 660 Mandor 0.0075 Oh 55,000.00 413

107,580.00 10,560.00 118,140.00

Bahan

Vinyl Asbes 30 x 30 cm 11.050 Bh 6,600.00 72,930.00 Lem Vinyl 0.350 Kg 99,000.00 34,650.00 Tenaga

Perkerja 0.1500 Oh 27,500.00 4,125 Tukang Batu 0.150 Oh 35,750.00 5,363 Kepala Tukang 0.0150 Oh 44,000.00 660 Mandor 0.0075 Oh 55,000.00 413

125,812.50 10,560.00 136,372.50

Bahan

Vinyl Motif Kembang ex DN 11.050 Bh 8,250.00 91,162.50 Lem Vinyl 0.350 Kg 99,000.00 34,650.00

1 m² Pasang Dinding Marmer

1 m² Pasang Dinding Bata Klinker 5 x 5 x 24 cm

1 m² Pasang Dinding Batu Paros

1 m² Pasang Dinding Batu Tempel Hitam

1 m² Pasang Lantai Vinyl Karet 30 x 30 cm KL I

1 m² Pasang Lantai Vinyl Karet 30 x 30 cm KL II

1 m² Pasang Lantai Vinyl Asbes 30 x 30 cm

1 m² Pasang Lantai Vinyl Motif Kembang 30 x 30 cm

Page 54: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Tenaga

Perkerja 0.1500 Oh 27,500.00 4,125 Tukang Batu 0.150 Oh 35,750.00 5,363 Kepala Tukang 0.0150 Oh 44,000.00 660 Mandor 0.0075 Oh 55,000.00 413

23,188.00 27,918.00 51,106.00

Bahan

Vinyl Wall Covering lebar 50 cm 1.100 m2 19,580.00 21,538.00 Lem 0.250 Kg 6,600.00 1,650.00 Tenaga

Perkerja 0.7500 Oh 27,500.00 20,625 Tukang Batu 0.170 Oh 35,750.00 6,078 Kepala Tukang 0.0170 Oh 44,000.00 748 Mandor 0.0085 Oh 55,000.00 468

92,400.00 8,448.00 100,848.00

Bahan

Floor Hardener Ferrovax 3.000 Kg 30,800.00 92,400.00 Tenaga

Perkerja 0.1200 Oh 27,500.00 3,300 Tukang Batu 0.120 Oh 35,750.00 4,290 Kepala Tukang 0.0120 Oh 44,000.00 528 Mandor 0.0060 Oh 55,000.00 330

154,000.00 8,448.00 162,448.00

Bahan

Floor Hardener Ferrovax 5.000 Kg 30,800.00 154,000.00 Tenaga

Perkerja 0.1200 Oh 27,500.00 3,300 Tukang Batu 0.120 Oh 35,750.00 4,290 Kepala Tukang 0.0120 Oh 44,000.00 528 Mandor 0.0060 Oh 55,000.00 330

67,705.00 8,778.00 76,483.00

Bahan

Papan Kayu Jati 0.002 m3 27,500,000.00 66,000.00 Paku Skrup 3.5" 0.050 Kg 34,100.00 1,705.00 Tenaga

Perkerja 0.1200 Oh 27,500.00 3,300 Tukang Kayu 0.120 Oh 38,500.00 4,620 Kepala Tukang 0.0120 Oh 44,000.00 528 Mandor 0.0060 Oh 55,000.00 330

VI PEKERJAAN PENGECATAN

357.50 #VALUE! #VALUE!

Bahan

Soda Api 0.050 Kg 7,150.00 357.50 Tenaga

Perkerja 0.1500 Oh 27,500.00 4,125 Tukang Cat - Oh 33,000.00 #VALUE!Kepala Tukang - Oh 44,000.00 #VALUE!Mandor 0.0025 Oh 55,000.00 138

192.50 #VALUE! #VALUE!

Bahan

Sabun 0.050 Kg 3,850.00 192.50 Tenaga

Perkerja 0.1500 Oh 27,500.00 4,125 Tukang Cat - Oh 33,000.00 #VALUE!Kepala Tukang - Oh 44,000.00 #VALUE!Mandor 0.0025 Oh 55,000.00 138

192.50 #VALUE! #VALUE!

Bahan

Sabun 0.050 Kg 3,850.00 192.50 Tenaga

Perkerja 0.1500 Oh 27,500.00 4,125 Tukang Cat - Oh 33,000.00 #VALUE!Kepala Tukang - Oh 44,000.00 #VALUE!Mandor 0.0025 Oh 55,000.00 138

192.50 #VALUE! #VALUE!

Bahan

Sabun 0.050 Kg 3,850.00 192.50 Tenaga

Perkerja 0.1500 Oh 27,500.00 4,125 Tukang Cat - Oh 33,000.00 #VALUE!Kepala Tukang - Oh 44,000.00 #VALUE!Mandor 0.0025 Oh 55,000.00 138

1 m² Pasang Wall Covering lebar 50 cm

1 m² Floor Hardener Ferrovax

1 m² Floor Hardener Mastercron

1 m² Plint Kayu 2 x 10 cm

1 m² Mengikis / Mengerok Permukaan Cat Tembok Lama

1 m² Mencuci Bidang Permukaan Tembok yang Pernah dicat

1 m² Mengerok Karat Cat Lama Permukaan Baja dengan Cara Manual

1 m² Menyabun Permukaan Tembok Lama

Page 55: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

577,500.00 159,500.00 737,000.00

Bahan

Pasir Silika 40.000 Kg 13,200.00 528,000.00 BBM 10.000 Ltr 4,950.00 49,500.00 Peralatan

Kompresor, Blasting Pot , Selang Dan Nozzle sewa / HrTenaga

Perkerja 1.6000 Oh 27,500.00 44,000 Tukang Cat 1.600 Oh 33,000.00 52,800 Kepala Tukang 0.8000 Oh 44,000.00 35,200 Mandor 0.5000 Oh 55,000.00 27,500

2,464.00 2,733.50 5,197.50

Bahan

Dempul Jadi 0.080 Kg 23,100.00 1,848.00 Minyak Cat 0.020 Kg 27,500.00 550.00 Batu Apung 0.010 Kg 6,600.00 66.00 Tenaga

Perkerja 0.0400 Oh 27,500.00 1,100 Tukang Cat 0.040 Oh 33,000.00 1,320 Kepala Tukang 0.0040 Oh 44,000.00 176 Mandor 0.0025 Oh 55,000.00 138

7,084.00 4,867.50 11,951.50

Bahan

Plamir 0.150 Kg 19,800.00 2,970.00 Cat Dasar 0.170 Kg 11,000.00 1,870.00 Cat Penutup 0.170 Kg 13,200.00 2,244.00 Tenaga

Perkerja 0.0700 Oh 27,500.00 1,925 Tukang Cat 0.075 Oh 33,000.00 2,475 Kepala Tukang 0.0075 Oh 44,000.00 330 Mandor 0.0025 Oh 55,000.00 138

15,290.00 2,623.50 17,913.50

Bahan

Cat Meni 0.200 Kg 16,500.00 3,300.00 Plamir 0.150 Kg 19,800.00 2,970.00 Cat Dasar 0.170 Kg 11,000.00 1,870.00 Cat Kayu glotek 0.260 Kg 27,500.00 7,150.00

Tenaga

Perkerja 0.0700 Oh 27,500.00 1,925 Tukang Cat 0.009 Oh 33,000.00 297 Kepala Tukang 0.0060 Oh 44,000.00 264 Mandor 0.0025 Oh 55,000.00 138

17,765.00 5,703.50 23,468.50

Bahan

Cat Meni 0.200 Kg 16,500.00 3,300.00 Plamir 0.150 Kg 19,800.00 2,970.00 Cat Dasar 0.170 Kg 11,000.00 1,870.00 Cat Kayu glotek 0.350 Kg 27,500.00 9,625.00

Tenaga

Perkerja 0.0700 Oh 27,500.00 1,925 Tukang Cat 0.105 Oh 33,000.00 3,465 Kepala Tukang 0.0040 Oh 44,000.00 176 Mandor 0.0025 Oh 55,000.00 138

17,765.00 5,703.50 23,468.50

Bahan

Cat Meni 0.200 Kg 16,500.00 3,300.00 Plamir 0.150 Kg 19,800.00 2,970.00 Cat Dasar 0.170 Kg 11,000.00 1,870.00 Cat Kayu glotek 0.350 Kg 27,500.00 9,625.00

Tenaga

Perkerja 0.0700 Oh 27,500.00 1,925 Tukang Cat 0.105 Oh 33,000.00 3,465 Kepala Tukang 0.0040 Oh 44,000.00 176 Mandor 0.0025 Oh 55,000.00 138

7,920.00 6,088.50 14,008.50

Bahan

Teak Oil 0.360 Ltr 22,000.00 7,920.00 Tenaga

Perkerja 0.0400 Oh 27,500.00 1,100 Tukang Cat 0.063 Oh 33,000.00 2,079 Kepala Tukang 0.0630 Oh 44,000.00 2,772 Mandor 0.0025 Oh 55,000.00 138

1 m² Mengerok Karat atau Cat Lama Permukaan Baja dgn Pancar Pasir ( Sanblasting ) dgn Tingkat Kebersihan Sa 2½.

1 m² Mendempul dan Menggosok Kayu

1 m² Mengecatan Bidang Kayu Lama

1 m² Mengecatan Bidang Kayu Baru ( 1 Lapis Plamir ), 1 Lapis Cat Dasar, 2 Lapis Cat Penutup

1 m² Mengecatan Bidang Kayu Baru ( 1 Lapis Plamir ), 1 Lapis Cat Dasar, 3 Lapis Cat Penutup

1 m² Mengecatan Bidang Kayu Baru ( 1 Lapis Plamir ), 1 Lapis Cat Dasar, 3 Lapis Cat Penutup

1 m² Pelaburan Bidang Kayu dengan Teak Oil

Page 56: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

49,511.00 6,088.50 55,599.50

Bahan

Pelitur 0.150 Ltr 38,500.00 5,775.00 Pelitur Jadi 0.372 Ltr 88,000.00 32,736.00 Ampelas 2.000 Lbr 5,500.00 11,000.00 Tenaga

Perkerja 0.0400 Oh 27,500.00 1,100 Tukang Cat 0.063 Oh 33,000.00 2,079 Kepala Tukang 0.0630 Oh 44,000.00 2,772 Mandor 0.0025 Oh 55,000.00 138

5,390.00 #VALUE! #VALUE!

Bahan

Residu atau Ter 0.350 Ltr 15,400.00 5,390.00 Tenaga

Perkerja 0.1000 Oh 27,500.00 2,750 Tukang Cat - Oh 33,000.00 #VALUE!Kepala Tukang - Oh 44,000.00 #VALUE!Mandor 0.0060 Oh 55,000.00 330

6,897.00 10,521.50 17,418.50

Bahan

Vernis 0.150 Ltr 34,100.00 5,115.00 Dempul 0.050 Kg 23,100.00 1,155.00 Ampelas 0.100 Lbr 5,500.00 550.00 Kuas 0.010 Bh 7,700.00 77.00 Tenaga

Perkerja 0.1600 Oh 27,500.00 4,400 Tukang Cat 0.160 Oh 33,000.00 5,280 Kepala Tukang 0.0160 Oh 44,000.00 704 Mandor 0.0025 Oh 55,000.00 138

6,512.00 3,043.70 9,555.70

Bahan

Plamir 0.100 Kg 19,800.00 1,980.00 Cat Dasar 0.100 Kg 11,000.00 1,100.00 Cat Tembok vinilex 0.260 Kg 13,200.00 3,432.00 Tenaga

Perkerja 0.0200 Oh 27,500.00 550 Tukang Cat 0.063 Oh 33,000.00 2,079 Kepala Tukang 0.0063 Oh 44,000.00 277 Mandor 0.0025 Oh 55,000.00 138

5,302.00 4,299.90 9,601.90

Bahan

Ampelas 0.100 Lbr 5,500.00 550.00 Alang - alang 0.250 ikat 6,600.00 1,650.00 Perancah Kayu 0.002 m3 1,485,000.00 2,970.00 Kapur Sirih 0.150 Kg 880.00 132.00 Tenaga

Perkerja 0.1500 Oh 27,500.00 4,125 Tukang Cat 0.001 Oh 33,000.00 33 Kepala Tukang 0.0001 Oh 44,000.00 4 Mandor 0.0025 Oh 55,000.00 138

3,234.00 1,424.50 4,658.50

Bahan

Perancah Kayu 0.002 m3 1,485,000.00 2,970.00 Kapur Sirih 0.300 Kg 880.00 264.00 Tenaga

Perkerja 0.0400 Oh 27,500.00 1,100 Tukang Cat 0.005 Oh 33,000.00 165 Kepala Tukang 0.0005 Oh 44,000.00 22 Mandor 0.0025 Oh 55,000.00 138

47,960.00 7,375.50 55,335.50

Bahan

Wall Paper 1.200 m3 38,500.00 46,200.00 Perekat 0.200 Kg 8,800.00 1,760.00 Tenaga

Perkerja 0.0200 Oh 27,500.00 550 Tukang Cat 0.200 Oh 33,000.00 6,600 Kepala Tukang 0.0020 Oh 44,000.00 88 Mandor 0.0025 Oh 55,000.00 138

1,727.00 8,580.00 10,307.00

Bahan

Meni Besi 0.100 Kg 16,500.00 1,650.00 Kuas 0.010 Bh 7,700.00 77.00 Tenaga

1 m² Pelaburan Bidang Kayu dengan Pelitur

1 m² Pelaburan Bidang Kayu dengan Cat Residu dan Ter

1 m² Pelaburan Bidang Kayu dengan Vernis

1 m² Pengecatan Tembok Baru ( 1 Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup )

1 m² Melabur Tembok dengan Kapur Sirih

1 m² Melabur Tembok Lama dengan Kapur Sirih ( untuk pemeliharaan )

1 m² Pemasangan Wall Paper

1 m² Pengecatan Permukaan Baja dengan Meni Besi

Page 57: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Perkerja 0.0200 Oh 27,500.00 550 Tukang Cat 0.200 Oh 33,000.00 6,600 Kepala Tukang 0.0200 Oh 44,000.00 880 Mandor 0.0100 Oh 55,000.00 550

4,697.00 15,702.50 20,399.50

Bahan

Meni Besi 0.100 Kg 16,500.00 1,650.00 Kuas 0.010 Bh 7,700.00 77.00 Perancah Kayu 0.002 m3 1,485,000.00 2,970.00 Tenaga

Perkerja 0.2500 Oh 27,500.00 6,875 Tukang Cat 0.225 Oh 33,000.00 7,425 Kepala Tukang 0.0225 Oh 44,000.00 990 Mandor 0.0075 Oh 55,000.00 413

7,524.00 1,765.50 9,289.50

Bahan

Meni ( Read Lead ) A 0.100 Kg 9,900.00 990.00 Meni ( Read Lead ) B 0.100 Kg 12,100.00 1,210.00 Alluminium C 0.040 Kg 27,500.00 1,100.00 Alluminium B 0.040 Kg 29,700.00 1,188.00 Pengencer 0.010 Ltr 6,600.00 66.00 Perancah Kayu 0.002 m3 1,485,000.00 2,970.00 Tenaga

Perkerja 0.0060 Oh 27,500.00 165 Tukang Cat 0.006 Oh 33,000.00 198 Kepala Tukang 0.0225 Oh 44,000.00 990 Mandor 0.0075 Oh 55,000.00 413

4,950.00 3,003.00 7,953.00

Bahan

Meni Besi 0.300 Kg 16,500.00 4,950.00 Tenaga

Perkerja 0.0060 Oh 27,500.00 165 Tukang Cat 0.060 Oh 33,000.00 1,980 Kepala Tukang 0.0120 Oh 44,000.00 528 Mandor 0.0060 Oh 55,000.00 330

4,136.00 64,350.00 68,486.00

Bahan

Cat Dasar 0.110 Kg 11,000.00 1,210.00 Cat Antara 0.170 Kg 11,000.00 1,870.00 Cat Penutup 0.080 Kg 13,200.00 1,056.00 Tenaga

Perkerja 0.5000 Oh 27,500.00 13,750 Tukang Cat 0.800 Oh 33,000.00 26,400 Kepala Tukang 0.3000 Oh 44,000.00 13,200 Mandor 0.2000 Oh 55,000.00 11,000

3,300.00 53,900.00 57,200.00

Bahan

Cat Dasar 0.300 Kg 11,000.00 3,300.00 Tenaga

Perkerja 0.4000 Oh 27,500.00 11,000 Tukang Cat 0.700 Oh 33,000.00 23,100 Kepala Tukang 0.2000 Oh 44,000.00 8,800 Mandor 0.2000 Oh 55,000.00 11,000

1 m² Pengecatan Permukaan Baja dengan Meni Besi dan Perancah

1 m² Pengecatan Permukaan Baja Lapis Seng ( Galbani ) secara Manual Sistem 4 Lapis Cat Konvensional, tebal 200 um

1 m² Pengecatan Permukaan Baja Lapis Seng ( Galbani ) secara Manual Sistem 1 Lapis Cat Mutakhir, tebal 200 um

1 m² Pengecatan Permukaan Baja Lapis Seng ( Galbani ) secara Manual Sistem 3 Lapis Cat Konvensional, tebal 200 um

1 m² Pengecatan Permukaan Baja Lapis Seng ( Galbani ) secara Semprot ( Airless Spray ) dgn Sistem 1 Lapis Cat Mutakhir, tebal 200 um

Page 58: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

NO JENIS UPAH SPESIFIKASI harga real SATUAN

Pekerja / knek Rp 55,798.00 Oh

Tukang gali Rp 65,734.00 Oh

Kepala tukang batu Rp 75,671.00 Oh

Tukang batu Rp 65,734.00 Oh

Kepala tukang kayu Rp 75,671.00 Oh

Tukang kayu Rp 65,734.00 Oh

Kepala tukang besi Rp 75,671.00 Oh

Tukang besi Rp 65,718.00 Oh

Kepala tukang cat Rp 75,671.00 Oh

Tukang Cat Rp 65,734.00 Oh

Tukang aspalt Rp 65,734.00 Oh

Mandor/ pengawas Rp 85,607.00 Oh

Instalator Rp 75,671.00 Oh

Pembantu instalator Rp 65,718.00 Oh

Tukang babat rumput Rp 55,798.00 Oh

Tukang taman Rp 65,734.00 Oh

Kepala tukang pasang pipa Rp 65,734.00 Oh

Tukang pasang pipa Rp 55,798.00 Oh

Operator alat besar Rp 85,607.00 Oh

Pembantu operator alat besar Rp 65,734.00 Oh

Tukang las Rp 65,734.00 Oh

NO JENIS BAHAN SPESIFIKASI harga real SATUAN

Akustik 30 x 30 cm Rp - lbr

Akustik 30 x 60 cm Rp - lbr

Akustik Arm Strong Ukuran 30 x 120 cm Rp - lbr

Akustik Armstrom 60 x 120cm Rp - lbr

Alang - alang Rp - ikat

Alluminium B Rp - Kg

Alluminium C Rp - Kg

Ampelas Rp - Lbr

Asbes Rp - lbr

Asbes Gelombang Rp - lbr

Atap Alluminium Gelombang tebal 0.55 Rp - m2

Badkip Rp - bh

Bahan Teraso Cor Rp - m3

Bak Teraso Rp - bh

Bak cuci Stainless steel Rp - bh

Bak cuci Teraso Rp - bh

Bak Fiberglass Rp - bh

Balok Kayu Borneo Rp - m3

Balok Kayu Jati Rp - m3

Page 59: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Balok Kayu Kamper Rp - m3

Balok Kayu Kruing Rp - m3

Rp - btg

Bata merah kelas I Rp - bh

Bata Pelapis Klinker Rp - Bh

Batacote Rp - Kg

Batu Apung Rp - Kg

Batu Belah 15 / 20 Rp - m3

Batu Belah 5 / 20 Rp - m3

Batu Belah 5 / 7 Rp - m3

Batu Granito Rp - Kg

Batu Kerikil Rp - m3

Batu Koral Rp - m3

Batu Paros Rp - Bh

Batu Tempel Hitam Rp - Bh

Batu Teraso Rp - Kg

BBM Rp - Ltr

Besi Beton Rp - Kg

Besi Beton ( Polos / Ulir ) Rp - Kg

Besi Beton Polos Rp - Kg

Besi Jaring Kawat Baja Rp - Kg

Besi Profil WF Rp - Kg

Besi Strip Rp - Kg

Carpet Rp - m2

Carpet 80% Wool, 20% Nylon Rp - m2

Cat Tembok vinilex vinilex Rp - Kg

Cat Antara Rp - Kg

Cat Dasar Rp - Kg

Cat Meni Rp - Kg

Cat Penutup Rp - Kg

Cat Kayu glotek Rp - Kg

Dempul Rp - Kg

Dempul Jadi Rp - Kg

Rp - btg

Rp - btg

Rp - btg

Door Closer Rp - Bh

Door Holder Rp - Bh

Door Stop Rp - Bh

Engsel Angin Rp - Bh

Engsel Jendela Rp - Bh

Engsel Pintu Rp - Bh

Feltex 100% Wool - T - 21 Rp - m2

Flincote / Meni Besi Rp - Kg

Floor Hardener Ferrovax Rp - Kg

Formika 4' x 3' Rp - lbr

Formtie / penjaga jarak bekisting Rp - bh

Genteng Aspal Rp - lbr

Genteng Beton Rp - lbr

Genteng Bubung Kodok Rp - bh

Genteng Bubung Palentong Rp - bh

Genteng Decra Bond Rp - lbr

Genteng Kodok Rp - bh

Bambu Ø 6 - 8 / 600 cm

Dolken Kayu Galam Ø 8 - 10 / 4mDolken Kayu Ø 8 - 10/400 cm

Dolken Ø 8 / 4 m

Page 60: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Genteng Metal Rp - lbr

Genteng Palentong Rp - bh

Genteng Palentong Super Rp - bh

Genteng Sirap Rp - lbr

Gypsum Rp - lbr

Ijuk Rp - m3

Jendela Besi Rp - m2

Jendela Besi Tahan Api Rp - m2

Jendela Nako Rp - bh

Kaca Buram Rp - m2

Kaca Cermin Rp - m2

Kaca Patri Rp - m2

Kaca Polos Rp - m2

Kaca Wireglass Rp - m2

Kait Angin Rp - Bh

Kapur Padam Rp - m3

Kapur Sirih Rp - Kg

Kaso 5 / 7 ( albasiah ) Rp - m3

Kawat Beton Rp - Kg

Kawat Burung Rp - m2

Kawat Duri Rp - Kg

Kawat Harmonika Rp - m2

Kawat Kassa Rp - m2

Kawat Nyamuk Rp - m2

Kawat seng polos Rp - Kg

Kayu Albasiah Rp - m3

Kayu Balok Borneo Rp - m3

Kayu Balok Damar Laut Rp - m3

Kayu Balok Jati Rp - m3

Kayu Kaso 5 / 7 (borneo) Rp - m3

Kayu Papan 3 / 20 borneo Rp - m3

Kayu Profil Rp - m'

Kayu Terentang Rp - m3

Keramik 10 x 20 cm Rp - Bh

Keramik 15 x 15 cm Rp - Bh

Keramik 20 x 20 cm Rp - Bh

Keramik Artistik 10 x 20 cm Rp - Bh

Keramik Artistik 5 x 20 cm Rp - Bh

Kloset Duduk / Monoblok Rp - bh

Kloset Jongkok Porselen Rp - bh

Kloset Jongkok Teraso Rp - bh

Kompresor, Blasting Pot , Selang Dan Nozzle Rp - hr

Koral Beton Rp - m3

Kran Air Rp - bh

Kuas Rp - Bh

Kunci Lemari Rp - Bh

Kunci Selot Rp - Bh

Kunci Tanam Rp - bh

Kunsi Silinder Rp - Bh

Kunsi Tanam Antik Rp - Bh

Kunsi Tanam Biasa Rp - Bh

Kunsi Tanam Kamar Mandi Rp - Bh

Lem Rp - Kg

Page 61: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Lem Kayu Rp - Lt

Lem Vinyl Rp - Kg

List Kayu Profil Rp - m'

Lt. Vinyl Karet 30 x 30 kwl I Rp - bh

Marmer Rp - M2

Meni ( Read Lead ) A Rp - Kg

Meni ( Read Lead ) B Rp - Kg

Meni Besi Rp - Lt

Minyak Bekisting Rp - lt

Minyak Cat Rp - Kg

Mozaik 30 x 30 cm Rp - bh

Nok Paten Rp - lbr

Nok standar 40 cm 18, swg 22 Rp - m2

Nok Stel rata Rp - lbr

Paku Rp - Kg

Rp - Kg

Rp - Kg

Paku Biasa 1/2" - 1" Rp - Kg

Paku Biasa 2" - 5" Rp - Kg

Paku Hak Pnjang 15 cm Rp - Kg

Paku Hak Pnjang 15 cm Rp - Kg

Paku Pancing 60 x 230 Rp - Kg

Paku Sekrup Rp - Kg

Paku Skrup 3.5" Rp - Kg

Papan Kayu Borneo Rp - m3

Papan Kayu Borneo tebal 3cm Rp - m3

Papan Kayu Jati Rp - m3

Papan Kayu Kamper Rp - m3

Papan Kayu Ramin Rp - lbr

Parquet Jati Rp - m2

Pasir Beton Rp - m3

Pasir Pasang Rp - m3

Pasir Silika Rp - Kg

Pasir Urug Rp - m3

Pasir Urug Darat Rp - m3

PC Warna Rp - Kg

Pelat Asbes tebal 4 mm Rp - lbr

Pelat Asbes tebal 5 mm Rp - lbr

Pelitur Rp - Ltr

Pelitur Jadi Rp - Ltr

Pengencer Rp - Ltr

Perancah Kayu Rp - m3

Perekat Rp - Kg

Pintu Allumunium Rp - m2

Pintu Besi Baja Rp - m2

Pintu gulung besi Rp - m2

Pintu Lipat Rp - m2

Pipa Beton Rp - bh

Pipa Galvanis Rp - m'

Pipa Tanah Rp - bh

Plamir Rp - Kg

Plamuur Tembok Rp - Kg

Plastic Aerator Rp - Bh

Paku Biasa ½" - 1"Paku Biasa ½" - 1" atau Sekrup

Page 62: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Plint Keramik Artistik 10 x 10 cm Rp - bh

Plint Keramik Artistik 10 x 20 cm Rp - bh

Plint Keramik Artistik 5 x 20 cm Rp - bh

Plint Ubin PC Abu - abu 10 x 40 cm Rp - bh

Plint Ubin Granito 10 x 30 cm Rp - bh

Plint Ubin Granito 10 x 40 cm Rp - bh

Plint Ubin PC Abu - abu 15 x 20 cm Rp - bh

Plint Ubin PC Abu -abu 10 x 30 cm Rp - bh

Plint Ubin PC Warna 10 x 20 cm Rp - bh

Plint Ubin PC Warna 10 x 30 cm Rp - bh

Plint Ubin PC Warna 10 x 40 cm Rp - bh

Plint Ubin Teralux Kerang 10 x 30 cm Rp - bh

Plint Ubin Teralux Kerang 10 x 40 cm Rp - bh

Plint Ubin Teralux Marmer 10 x 30 cm Rp - bh

Plint Ubin Teralux Marmer 10 x 40 cm Rp - bh

Plint Ubin Teralux Marmer 10 x 60 cm Rp - bh

Plint Ubin Teraso 10 x 30 cm Rp - bh

Plint Ubin Teraso 10 x 40 cm Rp - bh

Plywood 4 mm Rp - lbr

Plywood 9 mm Rp - lbr

Porselen ( 11 x 11 ) cm Rp - bh

Porselen 10 x 20 cm warna Rp - Bh

Porselen 11 x 11 cm putih Rp - Bh

Porselen 11 x 11 cm warna Rp - Bh

Porselen 15 x 15 cm putih Rp - Bh

Porselen 15 x 15 cm warna Rp - Bh

Porselen 20 x 20 cm warna Rp - Bh

Profil Alluminium " T " Rp - m'

Ramset / Dinabolt Rp - bh

Rapidrant Rp - gln

Rel Pintu Dorong Rp - Bh

Residu Rp - Lt

Residu atau Ter Rp - Ltr

Rolling Door Rp - m2

Roof Light Fiberglass Rp - lbr

Sabun Rp - Kg

Seal tape Rp - bh

Semen Abu -abu Rp - Kg

Semen Merah Rp - Kg

Semen Nat Rp - Kg

Semen Portland Rp - Kg

Semen Tanam Asam Rp - Kg

Semen Warna Rp - Kg

Seng Gelombang 3" x 6" BJLS 28 Rp - Lbr

Seng Gelombang BJLS 32 Rp - lbr

Seng Plat Rp - lbr

Seng Plat 3 x 6 BJLS 24 Rp - Lbr

Seng Plat 3" x 6" BJLS 28 Rp - Lbr

Sisalation / Alluminium Foil Rp - m2

Soda Api Rp - Kg

Softboard 4' x 8' x 4mm Rp - lbr

Spring Knip Rp - Bh

Strorox - 100 Rp - Kg

Page 63: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Suncreen Allumunium Rp - m2

Tali Ijuk Rp - Kg

Teak Oil Rp - Ltr

Teakwood 4' x 8' x 4mm Rp - lbr

Terali Besi 2 x 3 Rp - m'

Ubin Abu -abu 20 x 20 cm Rp - bh

Ubin Abu -abu 30 x 30 cm Rp - bh

Ubin Abu -abu 40 x40 cm Rp - bh

Ubin Granito 30 x 30 cm Rp - bh

Ubin Granito 40 x 40 cm Rp - bh

Ubin Keramik 10 x 33 cm Rp - bh

Ubin Keramik 15 x 15 cm Rp - bh

Ubin Keramik 15 x 20 cm Rp - bh

Ubin Keramik 20 x 20 cm Rp - bh

Ubin Keramik 25 x 25 cm Rp - bh

Ubin Keramik 33 x 33 cm Rp - bh

Ubin Keramik 33 x 33 cm anti slip Rp - bh

Ubin Keramik 10 x 20 cm Rp - bh

Ubin Keramik Artistik 10 x 20 cm Rp - bh

Ubin Tahan Asam Rp - m2

Ubin Teralux Kerang 30 x 30 cm Rp - bh

Ubin Teralux Kerang 40 x 40 cm Rp - bh

Ubin Teralux Marmer 30 x 30 cm Rp - bh

Ubin Teralux Marmer 40 x 40 cm Rp - bh

Ubin Teralux Marmer 60 x 60 cm Rp - bh

Ubin Teraso 30 x 30 cm Rp - bh

Ubin Teraso 40 x 40 cm Rp - bh

Ubin Warna 20 x 20 cm Rp - bh

Ubin Warna 30 x 30 cm Rp - bh

Ubin Warna 40 x 40 cm Rp - bh

Underlyer, tebal 6 mm / Rubber Corrugated Rp - m2

Urinoir Rp - bh

Venetions Blinds Rp - m2

Vernis Rp - Ltr

Vinyl Asbes 30 x 30 cm Rp - Bh

Vinyl Karet 30 x 30 cm KL I Rp - Bh

Vinyl Karet 30 x 30 cm KL II Rp - Bh

Vinyl Motif Kembang ex DN Rp - Bh

Vinyl Wall Covering lebar 50 cm Rp -

Wall Paper Rp -

Water Drain + Asesories Rp - set

Waterstop lebar 150 mm Rp - m'

Waterstop lebar 200 mm Rp - m'

Waterstop lebar 230 mm Rp - m'

Waterstop lebar 250 mm Rp - m'

Waterstop lebar 300 mm Rp - m'

Waterstop lebar 320 mm Rp - m'

Pipa Galvanis D 4" Rp - m'

Pipa PVC D 1/2" Rp - m'

Pipa PVC tipe AW Ø ¾" Rp - m'

Pipa PVC tipe AW Ø 1½" Rp - m'

Pipa PVC tipe AW Ø 1" Rp - m'

Pipa PVC tipe AW Ø 2" Rp - m'

m2

m3

Page 64: Sni Analisa ANALISA BAHAN DAN ANALISA UPAH

Pipa PVC tipe AW Ø 2½" Rp - m'

Pipa PVC tipe AW Ø 3" Rp - m'

Pipa PVC tipe AW Ø 4" Rp - m'