SNI-ANALISA
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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 h 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, Bahan Dolken Kayu Ø 8 - 10/400 cm 1.250 btg - Rp - Rp Semen Por tland 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 65,734.00 Rp 13,146.80 Rp Perkerja 0.400 Oh 55,798.00 Rp 22,319.20 Rp Kepala Tukang 0.020 Oh 75,671.00 Rp 1,513.42 Rp Mandor 0.020 Oh 85,607.00 Rp 1,712.14 Rp ANALISA 002 1 m' Pagar Sementara dari Seng Gelombang tinggi 2 m 0.00 38,691.56 38, Bahan Dolken Kayu Ø 8 - 10/400 cm 1.250 btg - Rp 0.00 Semen Por tland 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 65,734.00 Rp 13,146.80 Rp Perkerja 0.400 Oh 55,798.00 Rp 22,319.20 Rp Kepala Tukang 0.020 Oh 75,671.00 Rp 1,513.42 Rp Mandor 0.020 Oh 85,607.00 Rp 1,712.14 Rp ANALISA 003 1 m' Pagar Sementara dari Kawat Duri tinggi 1.8 m 0.00 33,111.76 33, Bahan Dolken Kayu Ø 8 - 10/400 cm 1.000 btg - Rp 0.00 Semen Por tland 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 65,734.00 Rp 13,147 Perkerja 0.300 Oh 55,798.00 Rp 16,739 Kepala Tukang 0.020 Oh 75,671.00 Rp 1,513 Mandor 0.020 Oh 85,607.00 Rp 1,712 ANALISA 004 1 m Pek. Pengukuran kembali (site) & Pemasangan Bowplank 0.00 13,337.95 13, 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 65,734.00 Rp 6,573 Perkerja 0.100 Oh 55,798.00 Rp 5,580 Kepala Tukang 0.010 Oh 75,671.00 Rp 757 Mandor 0.005 Oh 85,607.00 Rp 428 ANALISA 005 1 m² Pek. Kantor Direksi Keet , dengan lantai plesteran 0.00 0.00 Bahan Dolken Kayu Ø 8 - 10/400 cm 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 Por tland 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 - Tukang Batu 1.000 Oh - Rp - Perkerja 2.000 Oh - Rp - Kepala Tukang 0.300 Oh - Rp - Mandor 0.050 Oh - Rp - ANALISA 006 1 m² Pembuatan Gudang Semen dan Alat - alat 0.00 0.00 Bahan Dolken Kayu Ø 8 - 10/400 cm 1.700 btg - Rp 0.00 Kayu Balok Borneo 0.210 m3 - Rp 0.00 Paku 0.300 Kg - Rp 0.00 Semen Por tland 10.500 Kg - Rp 0.00 Pasir Beton 0.030 m3 Rp 0.00
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5/12/2018 SNI-ANALISA - slidepdf.com
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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
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
Dolken Kayu Ø 8 - 10/400 cm 1.250 btg -Rp -Rp Semen Por tland 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 65,734.00Rp 13,146.80Rp
Perkerja 0.400 Oh 55,798.00Rp 22,319.20Rp
KepalaT
ukang 0.020 Oh 75,671.00Rp 1,513.42Rp Mandor 0.020 Oh 85,607.00Rp 1,712.14Rp
ANALISA 002 1 m' Pagar Sementara dari Seng Gelombang tinggi 2 m 0.00 38,691.56
Bahan
Dolken Kayu Ø 8 - 10/400 cm 1.250 btg -Rp 0.00
Semen Por tland 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 65,734.00Rp 13,146.80Rp
Perkerja 0.400 Oh 55,798.00Rp 22,319.20Rp
Kepala Tukang 0.020 Oh 75,671.00Rp 1,513.42Rp
Mandor 0.020 Oh 85,607.00Rp 1,712.14Rp
ANALISA 003 1 m' Pagar Sementara dari Kawat Duri tinggi 1.8 m 0.00 33,111.76
Bahan
Dolken Kayu Ø 8 - 10/400 cm 1.000 btg -Rp 0.00
Semen Por tland 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 65 734 00Rp 13 147
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Tenaga
Tukang Kayu 2.000 Oh 38,500.00 77,000
Mandor 0.050 Oh 55,000.00 2,750
ANALISA 011 1 m² Pembuatan Stegger dari Bambu, ( 40 x 50 x 20 ) cm 17,600.00 116,050.00
Bahan
BambuØ 6 - 8 / 600 cm 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 1 m² Pembuatan Jalan Sementara 55,280.00 30,250.00
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
ANALISA 013 1 m³ Bongkaran Beton Bertulang 0.00 201,657.50
Tenaga
Perkerja 6.667 Oh 27,500.00 183,343
Mandor 0.333 Oh 55,000.00 18,315
ANALISA 014 1 m³ Bongkaran Dinding Tembok Bata Merah 0.00 185,157.50
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
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
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
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ANALISA 028 1 m3 Pasangan Batu kali 1 Pc : 3Ps 710,460.00 69,465.00
Bahan
Batu Belah 15 / 20 1.100 m3 192,500.00 211,750.00
Semen Por tland 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
Bahan
Batu Belah 15 / 20 1.100 m3 192,500.00 211,750.00
Semen Por tland 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
Bahan
Bata merah kelas I 140.000 bh 605.00 84,700.00
Semen Por tland 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
Bahan
Bata merah kelas I 140.000 bh 605.00 84,700.00
Semen Por tland 22.200 Kg 1,100.00 24,420.00
Pasir Pasang 0.102 m3 215,000.00 21,930.00
TenagaPerkerja 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 032 1 m2 Pasangan Bata Merah 1Pc : 3Ps 1/2 Bata 66,757.00 13,640.00
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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
Bahan
Semen Por tland 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
Bahan
Semen Por tland 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
Bahan
Semen Por tland 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
Bahan
7.29 Semen Por tland 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
Bahan
Semen Por tland 6.240 Kg 1,100.00 6,864.00
P k j 0 320 Oh 27 500 00 8 800
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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
Bahan
Semen Por tland 7.070 Kg 1,100.00 7,777.00
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
Bahan
Semen Por tland 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
Bahan
Semen Por tland 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
Bahan
Semen Por tland 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
Bahan
Perkerja 6 000 Oh 27 500 00 165 000
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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
1m³ Pasang Kusen Pintu dan Jendela Kayu Damar Laut 2,442,000.00 962,500.00
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
1m² Pasang Pintu Klamp Kayu Kamper 74,965.00 55,660.00
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
1m² Pasang Pintu Klamp Kayu Borneo 74,965.00 55,660.00
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
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
1m² Pasang Pintu Panel Kayu Jati 1,375,000.00 137,500.00
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
KepalaT
ukang 0.250 Oh 44,000.00 11,000 Mandor 0.050 Oh 55,000.00 2,750
1m² Pasang Pintu Panel Kayu Kamper 81,400.00 137,500.00
Bahan
Papan Kayu Kamper 0.040 m3 2,035,000.00 81,400.00
Tenaga
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1m² Pasang Pintu Plywood Rangkap, rangka Kayu Borneo 86,779.00 103,950.00
Bahan
Papan Kayu Borneo 0.0196 m3 2,035,000.00 39,886.00
Paku Biasa½" - 1" 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
1m² Pasang Pintu Teakwood Rangkap, rangka Kayu Jati 595,100.00 103,950.00
Bahan
Papan Kayu Jati 0.0196 m3 27,500,000.00 539,000.00
Paku Biasa½" - 1" 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
1m² Pasang Pintu Teakwood Rangkap, rangka Kayu Kamper 595,100.00 103,950.00
Bahan
Papan Kayu Jati 0.0196 m3 27,500,000.00 539,000.00
Paku Biasa½" - 1" 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 42,900.00Tenaga
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
1m² Pasang Pintu Plywood & Formika, rangka Kayu Jati 633,050.00 131,450.00
Bahan
Papan Kayu Jati 0.0196 m3 27,500,000.00 539,000.00
Paku Biasa½
" - 1" 0.300 Kg 34,100.00 10,230.00Lem 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
Besi Strip 15 000 Kg 11 550 00 173 250 00
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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
1m3 Pasang Konstruksi Kuda - kuda Kayu Kruing 1,834,030.00 635,800.00
Bahan
Balok Kayu Kruing 1.100 m3 1,485,000.00 1,633,500.00Besi 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
1m² Pasang Kaso + Reng Genteng Kodok Kayu Kamper 24,915.00 7,315.00
BahanBalok 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
1m² Pasang Kaso + Reng Genteng Kodok Kayu Borneo 24,315.00 7,315.00
BahanBalok 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
1m² Pasang Kaso + Reng Genteng Monier Kayu Jati 390,115.00 7,315.00
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
Bahan
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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
1m² Pasang Rangka Langit - langit ( 30 x 60 )cm Kayu Borneo 41,915.00 18,920.00
BahanBalok 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
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
1m² Pasang Rangka Langit - langit ( 30 x 30 )cm Kayu Jati 749,320.00 22,577.50
BahanBalok 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
1m² Pasang Rangka Langit - langit ( 30 x 30 )cm Kayu Kamper 51,370.00 22,577.50
BahanBalok 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
1m² Pasang Rangka Langit - langit ( 30 x 30 )cm Kayu Borneo 50,020.00 22,577.50
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
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1m² Pasang Dinding Pemisah Teakwood Rangkap, RangkaKayu Kamper 49,830.00 27,555.00
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
1m² Pasang Dinding Pemisah Teakwood Rangkap, Rangka Kayu Kamper 49,830.00 27,555.00
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
1m² Pasang Dinding Pemisah Plywood Rangkap, Rangka Kayu Kamper 98,274.00 31,790.00
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
TenagaPerkerja 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
1m² Pasang Dinding Lambriziring dari papan Kayu jati 201,025.00 95,370.00
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
Perkerja 1.650 Oh 27,500.00 45,375
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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
1 m³ Membuat Beton Bertulang 1 Pc : 1.5 Ps : 3Kr 631,500.00 59,812.50
Bahan
Semen Por tland 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
TenagaPerkerja 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
1 m³ Membuat Beton Bertulang 1 Pc : 1.5 Ps : 2.5Kr 740,150.00 59,812.50
Bahan
Semen Por tland 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 275,000.00 214,500.00Tenaga
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
1 m³ Membuat Beton Bertulang 1 Pc : 1 Ps : 2Kr 809,950.00 59,812.50
Bahan
Semen Por tland 479.000 Kg 1,100.00 526,900.00
Pasir Beton 0.370 m3 215,000.00 79,550.00Koral 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
1 m³ Membuat Tiang Pancang Prestressed Beton 828,892.00 59,812.50
Bahan
Semen Por tland 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
Tukang Batu 0.350 Oh 35,750.00 12,513
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Mandor 0.003 Oh 55,000.00 165
1 m' Memasang PVC Waterstop lebar 250 mm 47,355.00 27,802.50
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
1 m' Memasang PVC Waterstop lebar 300 mm 53,130.00 27,802.50
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
1 m' Memasang PVC Waterstop lebar 320 mm 75,075.00 27,802.50
BahanWaterstop 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
Bahan
Besi Beton ( Polos / Ulir ) 1.050 Kg 16,500.00 17,325.00
Kawat Beton 0.015 Kg 21,450.00 321.75Tenaga
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
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
Tukang Batu 0.330 Oh 35,750.00 11,798
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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
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 17,325.00Dolken Kayu GalamØ 8 - 10 / 4m 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
BahanKayu Terentang 0.030 m3 1,540,000.00 46,200.00
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
Dolken Kayu GalamØ 8 - 10 / 4m 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
KepalaT
ukang 0.033 Oh 44,000.00 1,452 Mandor 0.006 Oh 55,000.00 330
1 m³ Membuat Pondasi Beton Bertulang ( 150 Kg + bekisting ) 3,490,992.50 217,195.00
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 Por tland 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
Pasir Beton 0.520 m3 215,000.00 111,800.00
K l B t 0 780 3 275 000 00 214 500 00
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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
DolkenØ 8 / 4 m 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
1 m³ Membuat Tangga Beton Bertulang ( 200 Kg + bekisting ) 4,876,715.00 334,042.50
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 Por tland 323.000 Kg 1,100.00 355,300.00Pasir 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
DolkenØ 8 / 4 m 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
1 m³ Membuat Kolom Penguat Beton Bertulang (11 x 11) cm 69,238.50 4,279.00
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 Por tland 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
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
Bahan
Asbes Gelombang 0 500 lbr 19 800 00 9 900 00
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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
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
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
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
1m² Pasang Atap Asbes Gelombang ( 300 x 1.05 m ) X 4mm 11,022.00 7,238.00
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
Bahan
Asbes Gelombang 2 400 lbr 19 800 00 47 520 00
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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
Mandor 0.004 Oh 55,000.00 220
1m' Pasang Nok Stel Gelombang 0.92m 252,120.00 7,914.50
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
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
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
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
Tukang Kayu 0.200 Oh 38,500.00 7,700 Kepala Tukang 0 020 Oh 44 000 00 880
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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
Bahan
Genteng Aspal 2.000 lbr 11,000.00 22,000.00
Paku Biasa½" - 1" 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
Bahan
Genteng Decra Bond 1.100 lbr 38,500.00 42,350.00
Paku Biasa½" - 1" 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
Bahan
Genteng Decra Bond 1.100 lbr 38,500.00 42,350.00
Paku Biasa½" - 1" 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 Sirap 27,291.00 14,492.50
Bahan
Seng Plat 3" x 6" BJLS 28 0.400 Lbr 38,500.00 15,400.00
Paku Biasa½" - 1" 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
Paku 0.050 Kg 34,100.00 1,705.00Tenaga
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g
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
1 m² Langit - langit Akustik ( 30 x 60 )cm 314,325.00 6,105.00
Bahan
Akustik 30 x 60 cm 5.800 lbr 53,900.00 312,620.00
Paku 0.050 Kg 34,100.00 1,705.00Tenaga
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
1 m² Langit - langit Akustik ( 60 x 120 )cm 100,705.00 6,105.00
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 1,705.00Tenaga
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
1 m² Langit - langit Plywood ( 30 x 60 )cm, tebal 4 mm 16,467.00 6,407.50
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
1 m² Langit - langit Plywood ( 30 x 60 )cm, tebal 6 mm 16,467.00 6,407.50
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
1 m² Langit - langit Akustik 60 x 120 cm + rangka Alluminium 379,885.00 25,987.50Bahan
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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
1 m² List Langit - langit Kayu Profil 16,071.00 3,685.00
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
1 m² Langit - langit Plywood 4 mm + RangkaKayu Borneo 55,577.00 25,327.50
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
1 m² Langit - langit Asbes ( 1.00 x 1.00 )m, tebal 3.2mm Rangka Borneo 43,026.00 19,173.00
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
1 m² Langit - langit Akustik ( 30 x 60 )cm + Rangka Kayu Borneo 351,466.00 25,025.00
Bahan
Balok Kayu Borneo 0.023 m3 1,600,000.00 36,800.00
Perkerja 1.800 Oh 27,500.00 49,500 Tukang Batu 2.700 Oh 35,750.00 96,525
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Kepala Tukang 0.540 Oh 44,000.00 23,760
Mandor 0.1100 Oh 55,000.00 6,050
Memasang 1 buah Bak Mandi Batu bata, volume 0.30 m³ 420,284.00 301,950.00
Bahan
Bata merah kelas I 0.400 m3 605.00 242.00
Semen Por tland 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 598.95 215,622.00Semen Nat 6.000 Kg 1,320.00 7,920.00
Tenaga
Perkerja 6.000 Oh 27,500.00 165,000
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 #V ALUE!
Bahan
Badkip 1.000 bh 715,000.00 715,000.00Perlengkapan 143,000.00 143,000.00
Tenaga
Perkerja - Oh 27,500.00 #V ALUE!
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
Memasang 1 buah Bak Fiberglass volume 1 m³ air 221,760.00 332,475.00
Bahan
Bak Fiber glass 1.000 bh 198,000.00 198,000.00
Perlengkapan 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
Memasang 1 m' Pipa Penyalur Air limbah jenis Pipa TanahØ15 cm 154,111.00 2,992.00
Bahan
Pipa Tanah 1.600 bh 93,500.00 149,600.00
Semen Por tland 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
20% har ga Badkip
12% Har ga Bak
Mandor 0.0270 Oh 55,000.00 1,485
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Memasang 1 m' Pipa GalvanisØ ¾" 201,500.00 6,583.50
Bahan
Pipa Galvanis 1.200 m' 130,000.00 156,000.00
Perlengkapan 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
Memasang 1 m' Pipa GalvanisØ 1" 201,500.00 6,583.50
Bahan
Pipa Galvanis 1.200 m' 130,000.00 156,000.00
Perlengkapan 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
Memasang 1 m' Pipa GalvanisØ 1½" 201,500.00 10,494.00
Bahan
Pipa Galvanis 1.200 m' 130,000.00 156,000.00
Perlengkapan 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
Memasang 1 m' Pipa GalvanisØ 3" #V ALUE! 10,494.00
Bahan
Pipa Galvanis 1.200 m' 130,000.00 156,000.00
Perlengkapan 45,500.00 #V ALUE!
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
Memasang 1 m' Pipa GalvanisØ 4" 28,416.67 13,120.25
Bahan
Pipa Galvanis D 4" 1.200 m' 18,333.33 22,000.00
Perlengkapan 6,416.67 6,416.67
Tenaga
35% Har ga Pipa
35% Har ga Pipa
35% Har ga Pipa
35% Har ga Pipa
35% Har ga Pipa
Mandor 0.0015 Oh 55,000.00 83
M 1 bh B k C i Pi i T 489 250 00 21 587 50
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Memasang 1 bh Bak Cuci Piring Teraso 489,250.00 21,587.50
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 Por tland 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
Memasang 1 bh KranØ ¾" atau½" 33,123.75 4,565.00
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
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
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
1 m² Pasang Pintu Besi Baja 495,000.00 47,520.00
Bahan
Pintu Besi Baja 1.000 m2 495,000.00 495,000.00
Kepala Tukang 0.012 Oh 44,000.00 528 Mandor 0.0006 Oh 55,000.00 33
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1 m² Pasang Kawat Harmonika 197,945.00 7,067.50
Bahan
Kawat Harmonika 1.100 m2 176,000.00 193,600.00
Paku Biasa½" - 1" 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
1 m² Pasang Kawat Nyamuk 52,745.00 7,067.50
Bahan
Kawat Nyamuk 1.100 m2 44,000.00 48,400.00
Paku Biasa½" - 1" 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
1 m² Pasang Kawat Kassa 76,945.00 7,067.50
Bahan
Kawat Kassa 1.100 m2 66,000.00 72,600.00
Paku Biasa½" - 1" 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
1 m² Pasang Kawat Burung 46,695.00 7,067.50
Bahan
Kawat Burung 1.100 m2 38,500.00 42,350.00
Paku Biasa½" - 1" 0.020 Kg 34,100.00 682.00
Papan Kayu Kamper 0.0018 m3 2,035,000.00 3,663.00Tenaga
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
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
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Mandor 0.00025 Oh 55,000.00 14
1 Buah Pasang Engsel Pintu 30,250.00 6,888.75
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
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 Buah Pasang Engsel Angin 33,000.00 9,680.00
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
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
BahanKait 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
BahanKaca Cermin 1.100 m2 88,000.00 96,800.00
Tenaga
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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
Bahan
Kaca Cermin 1.100 m2 88,000.00 96,800.00Tenaga
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
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
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
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
VI PEKERJAAN PENUTUP LANTAI DAN DINDING
1 m² Pasang Lantai Ubin PC Abu - abu ukuran 40 x 40 cm 56,243.30 12,380.50
Bahan
TenagaPerkerja 0.2600 Oh 27,500.00 7,150
Tukang Batu 0.125 Oh 35,750.00 4,469
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g , ,
Kepala Tukang 0.0125 Oh 44,000.00 550
Mandor 0.0130 Oh 55,000.00 715
1 m² Pasang Lantai Ubin Granito ukuran 40 x 40 cm 224,464.10 12,402.50
Bahan
Ubin Granito 40 x 40 cm 6.930 bh 29,920.00 207,345.60
Semen Por tland 9.800 Kg 1,100.00 10,780.00
Pasir Pasang 0.0215 m3 215,000.00 4,622.50Semen 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
1 m² Pasang Lantai Ubin Granito ukuran 30 x 30 cm 217,374.60 12,883.75
Bahan
Ubin Granito 30 x 30 cm 11.870 bh 16,830.00 199,772.10
Semen Por tland 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
1 m² Pasang Lantai Ubin Teralux Kerang ukuran 40 x 40 cm 98,518.50 12,380.50
Bahan
Ubin Teralux Kerang 40 x 40 cm 6.250 bh 13,200.00 82,500.00
Semen Por tland 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
1 m² Pasang Lantai Ubin Teralux Kerang ukuran 30 x 30 cm 104,774.48 12,380.50
Bahan
TenagaPerkerja 0.0600 Oh 27,500.00 1,650
Tukang Batu 0.030 Oh 35,750.00 1,073
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g
Kepala Tukang 0.0030 Oh 44,000.00 132
Mandor 0.0030 Oh 55,000.00 165
1 m² Pasang Plint Ubin PC Warna ukuran 10 x 30 cm 7,030.60 3,019.50
Bahan
Plint Ubin PC Warna 10 x 30 cm 3.330 bh 1,320.00 4,395.60
Semen Por tland 1.650 Kg 1,100.00 1,815.00
Pasir Pasang 0.0032 m3 215,000.00 688.00Semen 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
1 m² Pasang Plint Ubin PC Warna ukuran 10 x 40 cm 6,761.00 4,026.00
Bahan
Plint Ubin PC Warna 10 x 40 cm 2.650 bh 1,760.00 4,664.00
Semen Por tland 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
1 m² Pasang Plint Ubin Teraso ukuran 10 x 30 cm 6,688.95 4,026.00
Bahan
Plint Ubin Teraso 10 x 30 cm 3.530 bh 1,155.00 4,077.15
Semen Por tland 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
1 m² Pasang Plint Ubin Teraso ukuran 10 x 40 cm 6,178.00 4,026.00
Bahan
Pasir Pasang 0.0032 m3 215,000.00 688.00Semen Warna 0.1000 Kg 1,320.00 132.00
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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 Teraso Cor ditempat 118.80 28,611.00
BahanBahan 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 Teralux Cor ditempat, tebal 3 cm 118.80 28,611.00
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 Ubin Tahan Asam 178,970.20 14,190.00
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
1 m² Pasang Lantai Keramik Artistik 10 x 20 cm 32,108.00 32,752.50Bahan
Ubin Keramik Ar tistik 10 x 20 cm 5.0000 bh 1,716.00 8,580.00
Semen Por tland 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
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
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1 m² Pasang Lantai Keramik 25 x 25 cm 73,028.00 32,752.50
Bahan
Ubin Keramik 25 x 25 cm 16.000 bh 3,093.75 49,500.00
Semen Por tland 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
1 m² Pasang Lantai Keramik 15 x 20 cm 75,503.00 32,752.50
Bahan
Ubin Keramik 15 x 20 cm 35.000 bh 1,485.00 51,975.00
Semen Por tland 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
1 m² Pasang Lantai Keramik 33 x 33 cm 77,433.50 32,752.50
Bahan
Ubin Keramik 33 x 33 cm 10.000 bh 5,390.55 53,905.50
Semen Por tland 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
1 m² Pasang Lantai Keramik 33 x 33 cm anti slip 89,412.50 32,752.50
Bahan
Ubin Keramik 33 x 33 cm anti slip 10.000 bh 6,588.45 65,884.50
Semen Por tland 11.380 Kg 1,100.00 12,518.00
Parquet Jati 1.050 m2 176,000.00 184,800.00Lem Vinyl 0.600 Kg 99,000.00 59,400.00
T
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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
1 m²
Pasang Dinding Porselen 11 x 11 cm, putih 57,165.00 38,775.00Bahan
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
1 m² Pasang Dinding Porselen 11 x 11 cm, warna 66,295.00 38,775.00
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
1 m² Pasang Dinding Porselen 15 x 15 cm, putih 66,198.75 36,217.50
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
1 m² Pasang Dinding Porselen 15 x 15 cm, warna 77,336.25 36,217.50
Mandor 0.0300 Oh 55,000.00 1,650
1 m² Pasang Dinding Keramik 10 x 20 cm 208,580.00 23,168.75
B h
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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 Marmer 166,899.00 47,822.50
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
1 m² Pasang Dinding Bata Klinker 5 x 5 x 24 cm 107,059.00 32,752.50
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 5,375.00Tenaga
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 m² Pasang Dinding Batu Paros 309,200.00 32,752.50
Bahan
Batu Paros 1.050 Bh 275,000.00 288,750.00
Semen Abu -abu 11.750 Kg 1,100.00 12,925.00Pasir 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
BahanSoda Api 0.050 Kg 7,150.00 357.50
Tenaga
Perkerja 0 1500 Oh 27 500 00 4 125
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Perkerja 0.1500 Oh 27,500.00 4,125
Tukang Cat - Oh 33,000.00 #V ALUE!
Kepala Tukang - Oh 44,000.00 #V ALUE!
Mandor 0.0025 Oh 55,000.00 138
1 m² Mencuci Bidang Permukaan Tembok yang Pernah dicat 192.50 #V ALUE!
Bahan
Sabun 0.050 Kg 3,850.00 192.50Tenaga
Perkerja 0.1500 Oh 27,500.00 4,125
Tukang Cat - Oh 33,000.00 #V ALUE!
Kepala Tukang - Oh 44,000.00 #V ALUE!
Mandor 0.0025 Oh 55,000.00 138
1 m² Mengerok Karat Cat Lama Permukaan Baja dengan Cara Manual 192.50 #V ALUE!
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 #V ALUE!
Kepala Tukang - Oh 44,000.00 #V ALUE!
Mandor 0.0025 Oh 55,000.00 138
1 m² Menyabun Permukaan Tembok Lama 192.50 #V ALUE!
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 #V ALUE!Kepala Tukang - Oh 44,000.00 #V ALUE!
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. 577,500.00 159,500.00
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
TenagaPerkerja 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
sewa / Hr
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
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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
1 m² Pengecatan Tembok Baru ( 1 Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup ) 6,512.00 3,043.70
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
1 m² Melabur Tembok dengan Kapur Sirih 5,302.00 4,299.90
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
1 m² Melabur Tembok Lama dengan Kapur Sirih ( untuk pemeliharaan ) 3,234.00 1,424.50
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
1 m² Pemasangan Wall Paper 47,960.00 7,375.50
Bahan
Wall Paper 1.200 m3 38,500.00 46,200.00
Perekat 0.200 Kg 8,800.00 1,760.00
Tenaga
NO JENIS UPAH SPESIFIKASI harga real SATUAN
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Pekerja / knek 55,798.00Rp Oh
Tukang gali 65,734.00Rp Oh
Kepala tukang batu 75,671.00Rp Oh
Tukang batu 65,734.00Rp Oh
Kepala tukang kayu 75,671.00Rp Oh
Tukang kayu 65,734.00Rp Oh
Kepala tukang besi 75,671.00Rp Oh
Tukang besi 65,718.00Rp Oh
Kepala tukang cat 75,671.00Rp Oh
Tukang Cat 65,734.00Rp Oh
Tukang aspalt 65,734.00Rp Oh
Mandor/ pengawas 85,607.00Rp Oh
Instalator 75,671.00Rp Oh
Pembantu instalator 65,718.00Rp Oh
Tukang babat r umput 55,798.00Rp Oh
Tukang taman 65,734.00Rp Oh
Kepala tukang pasang pipa 65,734.00Rp Oh
Tukang pasang pipa 55,798.00Rp OhOperator alat besar 85,607.00Rp Oh
Pembantu operator alat besar 65,734.00Rp Oh
Tukang las 65,734.00Rp Oh
NO JENIS BAHAN SPESIFIKASI harga real SATUAN
Flincote / Meni Besi-
Rp KgFloor Hardener Ferrovax -Rp Kg
Formika 4' x 3' -Rp lbr
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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 bhGenteng Decra Bond -Rp lbr
Genteng Kodok -Rp bh
Genteng Metal -Rp lbr
Genteng Palentong -Rp bh
Genteng Palentong Super -Rp bh
Genteng Sirap -Rp lbr
Gypsu
m-
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 Bur ung-
Rp m2
Kawat Duri -Rp Kg
Kawat Harmonika -Rp m2
Kawat Kassa -Rp m2
Pasir Ur ug-
Rp m3Pasir Ur ug Darat -Rp m3
PC Warna -Rp Kg
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p g
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 bhPipa Galvanis -Rp m'
Pipa Tanah -Rp bh
Plamir -Rp Kg
Plamuur Tembok -Rp Kg
Plastic Aerator -Rp Bh
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
Ubin Teralux Marmer 40 x 40 cm-
Rp bhUbin Teralux Marmer 60 x 60 cm -Rp bh
Ubin Teraso 30 x 30 cm -Rp bh
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p
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 Corr ugated-
Rp m2Urinoir -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 BhVinyl Wall Covering lebar 50 cm -Rp m2
Wall Paper -Rp m3
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'
Pipa PVC tipe AW Ø 2½" -Rp m'
Pipa PVC tipe AW Ø 3" -Rp m'
Pipa PVC tipe AW Ø 4" -Rp m'
