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ANAL ISA 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 00 1 1 m' Pag ar Semen tara d ari Ka yu t ing gi 2 m 0.00 38,691.56 38,691.56
Bahan
Dolken Kayu Ø 8 - 10/400 cm 1.250 btg -Rp -RpSemen 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 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 00 2 1 m' Pag ar Sem entar a dar i Seng Gelom ban g ti ngg i 2 m 0.00 38,691.56 38,691.56
Bahan
Dolken Kayu Ø 8 - 10/400 cm 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 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 00 3 1 m' Pag ar Sem entar a dar i Kawat Duri tin ggi 1.8 m 0.00 33,111.76 33,111.76
Bahan
Dolken Kayu Ø 8 - 10/400 cm 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 65,734.00Rp 13,147
Perkerja 0.300 Oh 55,798.00Rp 16,739
Kepala Tukang 0.020 Oh 75,671.00Rp 1,513
Mandor 0.020 Oh 85,607.00Rp 1,712
ANALISA 00 4 1 m' Pek. Pengukur an kembali (site) & Pemasangan Bowplank 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 65,734.00Rp 6,573
Perkerja 0.100 Oh 55,798.00Rp 5,580
Kepala Tukang 0.010 Oh 75,671.00Rp 757
Mandor 0.005 Oh 85,607.00Rp 428
ANALISA 00 5 1 m² Pek. Kantor Direksi Keet , dengan lantai plester an 0.00 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 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 -
Tukang Batu 1.000 Oh -Rp -
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Perkerja 2.000 Oh -Rp -
Kepala Tukang 0.300 Oh -Rp -
Mandor 0.050 Oh -Rp -
ANALISA 00 6 1 m² Pembuatan Gudang Semen dan Alat - alat 0.00 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 Portland 10.500 Kg -Rp 0.00
Pasir Beton 0.030 m3 -Rp 0.00Koral 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 00 7 1 m² Pemb uatan Rumah Jaga / Konstr uksi Kayu 0.00 0.00 0.00
Bahan
Dolken Kayu Ø 8 - 10/400 cm 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 00 8 Member sih kan L apan gan d an Per ataan 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 00 9 1 m² Pembuatan Bedeng Buruh 547,485.00 116,050.00 663,535.00
Bahan
Dolken Kayu Ø 8 - 10/400 cm 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 01 0 1 m² Pembuatan Bak Aduk an ( 40 x 50 x 20 ) cm 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 01 1 1 m² Pembuatan Stegger d ari Bambu, ( 40 x 50 x 20 ) cm 17,600.00 116,050.00 133,650.00
Bahan
Bambu Ø 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 01 2 1 m² Pembuatan Jalan Sementara 55,280.00 30,250.00 85,530.00
BahanBatu 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 01 3 1 m³ Bongkaran Beton Bertulang 0.00 201,657.50 201,657.50
Tenaga
Perkerja 6.667 Oh 27,500.00 183,343
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Mandor 0.333 Oh 55,000.00 18,315
ANALISA 01 4 1 m³ Bongkaran Dinding Tembok Bata Merah 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 01 5 1 m3 Pek. Ga lian Tanah Biasa Max Ked alaman 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 01 6 1 m3 Pek. Ga lian Tanah Biasa Max Ked alaman 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 01 7 1 m3 Pek. Ga lian Tanah Biasa Max Ked alaman 3 m' 0.00 24,997.50 24,997.50
Tenaga
Perkerja 0.735 Oh 27,500.00 20,213
Tukang Gali 0.010 Oh 33,000.00 330
Kepala Tukang 0.010 Oh 44,000.00 440
Mandor 0.073 Oh 55,000.00 4,015
ANALISA 01 8 1 m3 Pek. Gal ian T anah Keras Max Ked alama n 1 m' 0.00 22,577.50 22,577.50
Tenaga
Perkerja 0.625 Oh 27,500.00 17,188 Tukang Gali 0.020 Oh 33,000.00 660
Kepala Tukang 0.030 Oh 44,000.00 1,320
Mandor 0.062 Oh 55,000.00 3,410
ANALISA 01 9 1 m3 Pek. Gal ian T anah Cadas Max Kedal aman 1 m' 0.00 42,020.00 42,020.00
Tenaga
Perkerja 1.250 Oh 27,500.00 34,375
Tukang Gali 0.010 Oh 33,000.00 330
Kepala Tukang 0.010 Oh 44,000.00 440
Mandor 0.125 Oh 55,000.00 6,875
ANALISA 02 0 1 m3 Pek. Ga lian Tanah Lum pur Max Ked alaman 1 m' 0.00 27,967.50 27,967.50
Tenaga
Perkerja 0.823 Oh 27,500.00 22,633
Tukang Gali 0.010 Oh 33,000.00 330
Kepala Tukang 0.010 Oh 44,000.00 440
Mandor 0.083 Oh 55,000.00 4,565
ANALISA 02 1 1 m² Pek. Stripping 1 m 0.00 2,860.00 2,860.00
Tenaga
Perkerja 0.050 Oh 27,500.00 1,375
Tukang Gali 0.010 Oh 33,000.00 330
Kepala Tukang 0.020 Oh 44,000.00 880
Mandor 0.005 Oh 55,000.00 275
ANALISA 02 2 1 m³ Pemb uangan Tanah sejauh 150 m 0.00 9,416.00 9,416.00
Tenaga
Perkerja 0.192 Oh 27,500.00 5,280
Tukang Gali 0.002 Oh 33,000.00 66
Kepala Tukang 0.030 Oh 44,000.00 1,320
Mandor 0.050 Oh 55,000.00 2,750
ANALISA 02 3 1 m3 Uru gan T anah Kemba li 0.00 16,115.00 16,115.00
Tenaga
Perkerja 0.192 Oh 27,500.00 5,280
Tukang Gali 0.030 Oh 33,000.00 990
Kepala Tukang 0.200 Oh 44,000.00 8,800
Mandor 0.019 Oh 55,000.00 1,045
ANALISA 02 4 1 m3 Pema datan tana h 0.00 17,402.00 17,402.00
TenagaPerkerja 0.500 Oh 27,500.00 13,750
Tukang Gali 0.010 Oh 33,000.00 330
Kepala Tukang 0.013 Oh 44,000.00 572
Mandor 0.050 Oh 55,000.00 2,750
ANALISA 02 5 1 m3 Pek. Ur uga n Pasi r 105,600.00 9,702.00 115,302.00
Bahan
Pasir Urug 1.200 m3 88,000.00 105,600.00
Tenaga
Perkerja 0.300 Oh 27,500.00 8,250
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Tukang Gali 0.010 Oh 33,000.00 330
Kepala Tukang 0.013 Oh 44,000.00 572
Mandor 0.010 Oh 55,000.00 550
ANALISA 02 6 1 m3 Pema sang an La pis an ij uk 19,800.00 5,852.00 25,652.00
Bahan
Ijuk 1.200 m3 16,500.00 19,800.00
Tenaga
Perkerja 0.150 Oh 27,500.00 4,125
Tukang Gali 0.010 Oh 33,000.00 330
Kepala Tukang 0.013 Oh 44,000.00 572 Mandor 0.015 Oh 55,000.00 825
III PEKERJAAN PONDASI
ANALISA 02 7 1 m' Pembuatan Tiang Pancang ( 35 x 35 ) cm, Beton Bertulan g 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 02 8 1 m3 Pasa nga n 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 02 9 1 m3 Pasa nga n 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 03 0 1 m2 Pasa nga n 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 03 1 1 m2 Pasa nga n 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
ANALISA 03 2 1 m2 Pasa ngan Bata Mer ah 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
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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 03 3 1 m2 Pasa nga n 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
TenagaPerkerja 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 03 2 1 m2 Ples teran Dind ing 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 03 3 1 m2 Ples teran Dind ing 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 03 4 1 m2 Ples tera n Dind ing 1Pc : 0. 5K p : 3 Ps , teba l 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 03 5 1 m2 Ples tera n Dind ing 1Pc : 3K p : 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 03 6 1 m2 Ples teran 0.5Pc : 1K p : 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 03 7 1 m2 Ples tera n 1Kp : 1 Sm : 1Ps, t ebal 15 mm 3,529.89 12,072.50 15,602.39
Bahan
Semen Merah 0.009 Kg 1,210.00 10.89Kapur Padam 0.009 m3 176,000.00 1,584.00
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 03 8 1 m2 Ples teran 1Kp : 1 Sm : 2Ps, t ebal 15 mm 4,465.47 12,072.50 16,537.97
Bahan
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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 04 7 1 m2 Ple ster an 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 8,170.00Tenaga
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 04 8 1 m2 Ples teran 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 04 9 1 m2 Ples teran 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 05 0 1 m2 Ple ster an 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 05 1 1 m2 Ple ster an 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 05 2 1 m2 Ples teran 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 05 3 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
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 05 4 1 m2 Ber apen 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
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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 05 5 1 m2 Pel ester an Bet on 1P c : 2Ps, t ebal 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 05 6 1 m2 Pele ster an Bet on 1P c : 3Ps, t ebal 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 05 7 1 m2 Pele ster an Sko rin g 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 05 8 1 m2 Pel ester an Gra nito 1Pc Warn a : 2 Gran ito , 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 05 9 1 m2 Pel ester an Ter aso 1P c Warn a : 2 Bat u Ter aso, t ebal 1 0 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 06 0 1 m2 Pele ster an Cip rat 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 06 1 1 m2 Pele ster an Sia r Ad ukan 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
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 06 2 1 m2 Pel ester an Water fro of Bat acot e 3 lap is 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
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Mandor 0.015 Oh 55,000.00 825
ANALISA 06 3 1 m2 Ple ster an Din din g 1 : 3 + A CIAN 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
1m³ Pasang Kusen Pintu dan Jendela Kayu Jati 3 0,25 0,00 0.0 0 1 ,0 39 ,50 0.00 3 1,2 89 ,5 00.0 0
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
1m³ Pasang Kusen Pintu dan Jendela Kayu Borneo 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
1m³ Pasang Kusen Pintu dan Jendela Kayu Damar Laut 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
1m² Pasang Pintu Klamp Kayu Kamper 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
1m² Pasang Pintu Klamp Kayu Borneo 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
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 1,512,500.00
Bahan
Papan Kayu Jati 0.050 m3 27,500,000.00 1,375,000.00Tenaga
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
1m² Pasang Pintu Panel Kayu Kamper 81,400.00 137,500.00 218,900.00
Bahan
Papan Kayu Kamper 0.040 m3 2,035,000.00 81,400.00
Tenaga
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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
1m² Pasang Pintu dan Jendela Kaca Kayu Jati 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
1m² Pasang Pintu dan Jendela Kaca Kayu Kamper 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
1m² Pasang Pintu dan Jendela Kaca Kayu Borneo 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
1m² Pasang Pintu dan Jendela Jalusi Kayu Borneo 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
1m² Pasang Pintu dan Jendela Jalusi Kayu Kamper 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
1m² Pasang Pintu Plywood rangkap, rangka kayu Jati 585,893.00 103,950.00 689,843.00
Bahan
Papan Kayu Jati 0.0196 m3 27,500,000.00 539,000.00
Paku Biasa ½" - 1" 0.030 Kg 34,100.00 1,023.00
LemKayu 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 Plywood rangkap, rangka kayu Kamper 585,893.00 103,950.00 689,843.00
Bahan
Papan Kayu Jati 0.0196 m3 27,500,000.00 539,000.00
Paku Biasa ½" - 1" 0.030 Kg 34,100.00 1,023.00
LemKayu 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 Jalusi Mati Kusen Kayu Jati 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
Paku Biasa ½" - 1" 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
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1m² Pasang Jalusi Mati Kusen Kayu Kamper 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
Paku Biasa ½" - 1" 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
1m² Pasang Pintu Plywood Rangkap, rangka Kayu Borneo 86,779.00 103,950.00 190,729.00
Bahan
Papan Kayu Borneo 0.0196 m3 2,035,000.00 39,886.00
Paku Biasa ½" - 1" 0.030 Kg 34,100.00 1,023.00
LemKayu 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 595,100.00 103,950.00 699,050.00
Bahan
Papan Kayu Jati 0.0196 m3 27,500,000.00 539,000.00
Paku Biasa ½" - 1" 0.300 Kg 34,100.00 10,230.00
LemKayu 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 595,100.00 103,950.00 699,050.00
Bahan
Papan Kayu Jati 0.0196 m3 27,500,000.00 539,000.00
Paku Biasa ½" - 1" 0.300 Kg 34,100.00 10,230.00
LemKayu 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 Plywood & Formika, rangka Kayu Jati 633,050.00 131,450.00 764,500.00
Bahan
Papan Kayu Jati 0.0196 m3 27,500,000.00 539,000.00
Paku Biasa ½" - 1" 0.300 Kg 34,100.00 10,230.00
LemKayu 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
1m² Pasang Pintu Plywood & Formika, rangka Kayu Kamper 133,936.00 131,450.00 265,386.00
Bahan
Papan Kayu Kamper 0.0196 m3 2,035,000.00 39,886.00
Paku Biasa ½" - 1" 0.300 Kg 34,100.00 10,230.00
LemKayu 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
1m² Pasang Pintu Teakwood & Formika, rangka Kayu Jati 633,050.00 131,450.00 764,500.00
Bahan
Papan Kayu Jati 0.0196 m3 27,500,000.00 539,000.00
Paku Biasa ½" - 1" 0.300 Kg 34,100.00 10,230.00
LemKayu 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
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Kepala Tukang 0.250 Oh 44,000.00 11,000
Mandor 0.040 Oh 55,000.00 2,200
1m² Pasang Pintu Teakwood & Formika, rangka Kayu Kamper ( divernis ) 611,600.00 131,450.00 743,050.00
Bahan
Papan Kayu Jati 0.0196 m3 27,500,000.00 539,000.00
Paku Biasa ½" - 1" 0.300 Kg 34,100.00 10,230.00
LemKayu 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
TenagaPerkerja 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
1m² Pasang Pintu Formika Double, rangka Kayu Jati 670,010.00 141,790.00 811,800.00
Bahan
Papan Kayu Jati 0.0196 m3 27,500,000.00 539,000.00
Paku Biasa ½" - 1" 0.300 Kg 34,100.00 10,230.00
LemKayu 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
1m² Pasang Pintu Formika Double, rangka Kayu Kamper 170,896.00 141,790.00 312,686.00
Bahan
Papan Kayu Kamper 0.0196 m3 2,035,000.00 39,886.00Paku Biasa ½" - 1" 0.300 Kg 34,100.00 10,230.00
LemKayu 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
1m3 Pasang Konstruksi Kuda - kuda Kayu Jati 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
1m3 Pasang Konstruksi Kuda - kuda Kayu Kamper 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
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 Borneo 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
1m3 Pasang Konstruksi Kuda - kuda Kayu Kruing 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
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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 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
1m² Pasang Kaso + Reng Genteng Kodok Kayu Borneo 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
1m² Pasang Kaso + Reng Genteng Monier Kayu Jati 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
1m² Pasang Kaso + Reng Genteng Monier Kayu Kamper 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
1m² Pasang Kaso + Reng Genteng Beton Kayu Borneo 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
1m² Pasang Kaso + Reng Atap Sirap Kayu Kamper 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
1m² Pasang Kaso + Reng Atap Sirap Kayu Borneo 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
1m² Pasang Rangka Langit - langit ( 1 x 1 ) m Kayu Jati 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
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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
1m² Pasang Rangka Langit - langit ( 1 x 1 ) m Kayu Kamper 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
1m² Pasang Rangka Langit - langit ( 1 x 1 ) m Kayu Borneo 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
1m² Pasang Rangka Langit - langit ( 30 x 60 )cm Kayu Jati 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
1m² Pasang Rangka Langit - langit ( 30 x 60 )cm Kayu Kamper 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
1m² Pasang Rangka Langit - langit ( 30 x 60 )cm Kayu Borneo 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
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 22,577.50 771,897.50
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
1m² Pasang Rangka Langit - langit ( 30 x 30 )cm Kayu Kamper 51,370.00 22,577.50 73,947.50
Bahan
Balok Kayu Kamper 0.027 m3 1,650,000.00 44,550.00Paku 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 72,597.50
Bahan
Balok Kayu Borneo 0.027 m3 1,600,000.00 43,200.00
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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 1,705.00Tenaga
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
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
1m² Pasang Rangka Dinding Pemisah Kayu Kamper 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
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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 Rangka Dinding Pemisah Kayu Borneo 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
TenagaPerkerja 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, RangkaKayu Kamper 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
1m² Pasang Dinding Pemisah Teakwood Rangkap, Rangka Kayu Kamper 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 3,410.00Tenaga
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 31,790.00 130,064.00
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
LemKayu 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
1m² Pasang Dinding Lambriziring dari papan Kayu jati 201,025.00 95,370.00 296,395.00
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
1m² Pasang Plywood tebal 4mm, untuk dinding 18,865.00 3,976.50 22,841.50
Bahan
Plywood 4 mm 0.400 lbr 42,900.00 17,160.00
Paku Biasa ½" - 1" 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
1m² Pasang List Plafond Kayu Profil 18,480.00 1,529.00 20,009.00Bahan
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
1 m2 Membuat Lantai Kerja Beton Tu mbuk 1 Pc : 3 Ps : 5 Kr 28,690.00 32,758.00 61,448.00
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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
1 m³ Membuat Beton Tumbu k 1 Pc : 3 Ps : 5 Kr 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
1 m³ Membuat Beton Tumbu k 1 Pc : 3 Ps : 6 Kr 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
1 m³ Membuat Beton Tumbu k 1 Pc : 4 Ps : 6 Kr 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
1 m³ Membuat Beton 1 Pc : 2 Ps : 3 Kr 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
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 Bertul ang 1 Pc : 2 Ps : 4 Kr 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
1 m³ Membuat Beton Bertul ang 1 Pc : 2 Ps : 2.5 Kr 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
1 m³ Membuat Beton Bertul ang 1 Pc : 1.5 Ps : 3Kr 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
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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 Bertul ang 1 Pc : 1.5 Ps : 2.5Kr 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
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 Bertul ang 1 Pc : 1 Ps : 2Kr 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
1 m³ Membuat Tiang Pancang Prestressed Beton 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 275,000.00 203,500.00Rapidrant 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
1 m³ Membuat Beton Bertulang 1 Pc : 2Ps : 3 Splt 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
Mandor 1.000 Oh 55,000.00 55,000
1 m³ Membuat Beton Bertulang 1 Pc : 2Ps : 4 Splt 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
1 m³ Membuat Beton Bertul ang 1 Pc : 1.5Ps : 3 Splt 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
1 m³ Membuat Beton Bertul ang 1 Pc : 1.5Ps : 2.5 Splt 763,200.00 124,052.50 887,252.50Bahan
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
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1 m³ Membuat Beton Bertulang 1 Pc : 1Ps : 1Splt 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
1 m³ Membuat Beton Kedap Air dengan Strorox - 100 769,140.00 124,052.50 893,192.50
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
1 m' Memasang PVC Waterstop lebar 150 mm 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
1 m' Memasang PVC Waterstop lebar 200 mm 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
1 m' Memasang PVC Waterstop lebar 230 mm 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
Tukang Batu 0.350 Oh 35,750.00 12,513
Mandor 0.003 Oh 55,000.00 165
1 m' Memasang PVC Waterstop lebar 250 mm 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
1 m' Memasang PVC Waterstop lebar 300 mm 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
1 m' Memasang PVC Waterstop lebar 320 mm 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
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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 41,481.00Bahan
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
Dolken Kayu GalamØ 8 - 10 / 4m 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 Pasan gan St oo t Wer k 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
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
Dolken Kayu GalamØ 8 - 10 / 4m 2.000 btg 7,700.00 15,400.00Tenaga
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
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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
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
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 22,379.50 186,134.50Bahan
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
Dolken Kayu GalamØ 8 - 10 / 4m 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
Dolken Kayu GalamØ 8 - 10 / 4m 6.000 btg 7,700.00 46,200.00Formtie / 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
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
Kepala Tukang 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 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
1 m³ Membuat Sloof Beton Bertulang ( 200 Kg + bekisting ) 4,432,920.00 279,911.50 4,712,831.50
BahanKayu 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
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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
1 m³ Membuat Kolom Beton Bertulang ( 300 Kg + bekisting ) 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 9,900.00Besi 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
Dolken Ø 8 / 4 m 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
1 m³ Membuat Balok Beton Bertulang ( 200 Kg + bekisting ) 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 7,920.00Besi 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
Dolken Ø 8 / 4 m 16.000 btg 8,800.00 140,800.00
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
1 m³ Membuat Balok Beton Bertulang ( 150 Kg + bekisting ) 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
Dolken Ø 8 / 4 m 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
1 m³ Membuat Dinding Beton Bertulang ( 150 Kg + bekisting ) 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 34,100.00 109,120.00Minyak 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
Dolken Ø 8 / 4 m 24.000 btg 8,800.00 211,200.00
Tenaga
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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 5,210,757.50
Bahan
Kayu Terentang 0.250 m3 1,540,000.00 385,000.00
Paku Biasa 2" - 5" 3.000 Kg 34,100.00 102,300.00Minyak 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
Dolken Ø 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 73,517.50
Bahan
Kayu Terentang 0.002 m3 1,540,000.00 3,080.00
Paku Biasa 2" - 5" 0.010 Kg 34,100.00 341.00Besi 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
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
1 m³ Membuat Ring Balok Beton Bertulang (10 x 15) cm 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
1m² Pasang Atap Genteng Palentong Kecil 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
1m² Pasang Atap Genteng Kodok / Glazzur 126,500.00 7,804.50 134,304.50Bahan
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
1m² Pasang Atap Genteng Palentong Super / Besar 29,040.00 7,139.00 36,179.00
Bahan
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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' Pas an g Gen ten g B ub un g Palen to ng 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 8,800.00Pasir 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 19,800.00Semen 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 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 11,880.00Paku 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
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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 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 4,092.00Tenaga
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 ( 270 x 1.05 m ) X 4mm 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
1m² Pasang Atap Asbes Gelombang ( 240 x 1.05 m ) X 4mm 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
Kepala Tukang 0.007 Oh 44,000.00 308
Mandor 0.007 Oh 55,000.00 385
1m² Pasang Atap Asbes Gelombang ( 210 x 1.05 m ) X 4mm 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
1m² Pasang Atap Asbes Gelombang ( 1.5 x 1.05 m ) X 4mm 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
1m² Pasang Atap Asbes Gelombang ( 3.00 x 1.08 m ) X 6mm 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
1m² Pasang Atap Asbes Gelombang ( 2.7 x 1.08 m ) X 6mm 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
1m² Pasang Atap Asbes Gelombang ( 2.4 x 1.08 m ) X 6mm 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
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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
1m² Pasang Atap Asbes Gelombang ( 2.1 x 1.08 m ) X 6mm 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
1m² Pasang Atap Asbes Gelombang ( 1.80 x 1.08 m ) X 6mm 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 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
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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
1m² Pasang Atap Genteng Beton 92,983.00 10,340.00 103,323.00Bahan
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
1m² Pasang Atap Genteng Aspal 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
1m² Pasang Atap Genteng Metal 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
1m² Pasang Atap Sirap 34,320.00 15,730.00 50,050.00
Bahan
Genteng Sirap 60.000 lbr 458.33 27,500.00
Paku Biasa ½" - 1" 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
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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 43,797.50
Bahan
Genteng Aspal 2.000 lbr 11,000.00 22,000.00
Paku Biasa ½" - 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 58,080.00
Bahan
Genteng Decra Bond 1.100 lbr 38,500.00 42,350.0
