Halaman 1

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )0.7200

I PEKERJAAN PERSIAPANANALISA 001 1 m' Pagar Sementara dari Kayu tinggi 2 m 54,038.00 15,364.80 69,402.80

BahanDolken Kayu 8 - 10/400 cm 1.250 1.2500 btg 8,800.00 11,000.00Semen Portland 2.500 2.5000 Kg 924.00 2,310.00Pasir Beton 0.005 0.0050 m3 120,000.00 600.00Koral Beton 0.009 0.0090 m3 132,000.00 1,188.00Kaso 5 / 7 ( albasiah ) 0.072 0.0720 m3 440,000.00 31,680.00Paku Biasa 2" - 5" 0.060 0.0600 Kg 11,000.00 660.00Residu 0.400 0.4000 Lt 16,500.00 6,600.00TenagaTukang Kayu 0.200 0.1440 Oh 41,250.00 5,940 Perkerja 0.400 0.2880 Oh 27,500.00 7,920 Kepala Tukang 0.020 0.0144 Oh 49,500.00 713 Mandor 0.020 0.0144 Oh 55,000.00 792

ANALISA 002 1 m' Pagar Sementara dari Seng Gelombang tinggi 2 m 198,263.00 15,364.80 213,627.80BahanDolken Kayu 8 - 10/400 cm 1.250 1.2500 btg 8,800.00 11,000.00Semen Portland 2.500 2.5000 Kg 924.00 2,310.00Pasir Beton 1.200 1.2000 m3 120,000.00 144,000.00Koral Beton 0.009 0.0090 m3 132,000.00 1,188.00Kaso 5 / 7 ( albasiah ) 0.072 0.0720 m3 440,000.00 31,680.00Paku Biasa 2" - 5" 0.060 0.0600 Kg 11,000.00 660.00Meni Besi 0.450 0.4500 Lt 16,500.00 7,425.00TenagaTukang Kayu 0.200 0.1440 Oh 41,250.00 5,940 Perkerja 0.400 0.2880 Oh 27,500.00 7,920 Kepala Tukang 0.020 0.0144 Oh 49,500.00 713 Mandor 0.020 0.0144 Oh 55,000.00 792

ANALISA 003 1 m' Pagar Sementara dari Kawat Duri tinggi 1.8 m 508,096.00 13,384.80 521,480.80BahanDolken Kayu 8 - 10/400 cm 1.000 1.0000 btg 8,800.00 8,800.00Semen Portland 2.000 2.0000 Kg 924.00 1,848.00Kawat Duri 25.000 25.0000 Kg 19,800.00 495,000.00Pasir Beton 0.005 0.0050 m3 120,000.00 600.00Koral Beton 0.009 0.0090 m3 132,000.00 1,188.00Paku Biasa 2" - 5" 0.060 0.0600 Kg 11,000.00 660.00

Halaman 2

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )TenagaTukang Kayu 0.200 0.1440 Oh 41,250.00 5,940 Perkerja 0.300 0.2160 Oh 27,500.00 5,940 Kepala Tukang 0.020 0.0144 Oh 49,500.00 713 Mandor 0.020 0.0144 Oh 55,000.00 792

ANALISA 004 1 m' Pek. Pengukuran kembali (site) & Pemasangan Bowplank 38,885.00 5,504.40 44,389.40BahanKayu Kaso 5 / 7 (borneo) 0.012 0.0120 m3 2,035,000.00 24,420.00Paku Biasa 2" - 5" 0.020 0.0200 Kg 11,000.00 220.00Kayu Papan 3 / 20 borneo 0.007 0.0070 m3 2,035,000.00 14,245.00TenagaTukang Kayu 0.100 0.0720 Oh 41,250.00 2,970 Perkerja 0.100 0.0720 Oh 27,500.00 1,980 Kepala Tukang 0.010 0.0072 Oh 49,500.00 356 Mandor 0.005 0.0036 Oh 55,000.00 198

ANALISA 005 1 m Pek. Kantor Direksi Keet , dengan lantai plesteran 528,449.00 139,392.00 667,841.00BahanDolken Kayu 8 - 10/400 cm 1.250 1.2500 btg 8,800.00 11,000.00Kayu Balok Borneo 0.180 0.1800 m3 1,815,000.00 326,700.00Paku 0.850 0.8500 Kg 34,100.00 28,985.00Besi Strip 1.100 1.1000 Kg 11,550.00 12,705.00Semen Portland 35.000 35.0000 Kg 924.00 32,340.00Pasir Pasang 0.150 0.1500 m3 80,000.00 12,000.00Pasir Beton 0.100 0.1000 m3 120,000.00 12,000.00Koral Beton 0.150 0.1500 m3 132,000.00 19,800.00Bata merah kelas I 30.000 30.0000 bh 275.00 8,250.00Seng Plat 0.250 0.2500 lbr 38,500.00 9,625.00Jendela Nako 2.000 2.0000 bh 11,000.00 22,000.00Kaca Polos 0.080 0.0800 m2 71,500.00 5,720.00Kunci Tanam 0.150 0.1500 bh 165,000.00 24,750.00Plywood 4 mm 0.060 0.0600 lbr 42,900.00 2,574.00TenagaTukang Kayu 2.000 1.4400 Oh 41,250.00 59,400 Tukang Batu 1.000 0.7200 Oh 38,500.00 27,720 Perkerja 2.000 1.4400 Oh 27,500.00 39,600 Kepala Tukang 0.300 0.2160 Oh 49,500.00 10,692 Mandor 0.050 0.0360 Oh 55,000.00 1,980

ANALISA 006 1 m Pembuatan Gudang Semen dan Alat - alat 516,992.00 88,308.00 605,300.00

Halaman 3

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )BahanDolken Kayu 8 - 10/400 cm 1.700 1.7000 btg 8,800.00 14,960.00Kayu Balok Borneo 0.210 0.2100 m3 1,815,000.00 381,150.00Paku 0.300 0.3000 Kg 34,100.00 10,230.00Semen Portland 10.500 10.5000 Kg 924.00 9,702.00Pasir Beton 0.030 0.0300 m3 120,000.00 3,600.00Koral Beton 0.050 0.0500 m3 132,000.00 6,600.00Seng Gelombang BJLS 32 1.500 1.5000 lbr 60,500.00 90,750.00TenagaTukang Kayu 2.000 1.4400 Oh 41,250.00 59,400 Perkerja 1.000 0.7200 Oh 27,500.00 19,800 Kepala Tukang 0.200 0.1440 Oh 49,500.00 7,128 Mandor 0.050 0.0360 Oh 55,000.00 1,980

ANALISA 007 1 m Pembuatan Rumah Jaga / Konstruksi Kayu 641,960.00 71,676.00 713,636.00BahanDolken Kayu 8 - 10/400 cm 3.000 3.0000 btg 8,800.00 26,400.00Kayu Balok Borneo 0.276 0.2760 m3 1,815,000.00 500,940.00Paku 0.700 0.7000 Kg 34,100.00 23,870.00Seng Gelombang BJLS 32 1.500 1.5000 lbr 60,500.00 90,750.00TenagaTukang Kayu 1.500 1.0800 Oh 41,250.00 44,550 Perkerja 1.000 0.7200 Oh 27,500.00 19,800 Kepala Tukang 0.150 0.1080 Oh 49,500.00 5,346 Mandor 0.050 0.0360 Oh 55,000.00 1,980

ANALISA 008 Membersihkan Lapangan dan Perataan 0.00 3,960.00 3,960.00TenagaPerkerja 0.100 0.0720 Oh 27,500.00 1,980 Mandor 0.050 0.0360 Oh 55,000.00 1,980

ANALISA 009 1 m Pembuatan Bedeng Buruh 534,317.00 88,308.00 622,625.00BahanDolken Kayu 8 - 10/400 cm 1.250 1.2500 btg 8,800.00 11,000.00Kayu Balok Borneo 0.186 0.1860 m3 1,815,000.00 337,590.00Paku 0.300 0.3000 Kg 34,100.00 10,230.00Semen Portland 18.000 18.0000 Kg 924.00 16,632.00Pasir Beton 0.030 0.0300 m3 120,000.00 3,600.00Koral Beton 0.050 0.0500 m3 132,000.00 6,600.00Seng Gelombang BJLS 32 1.500 1.5000 lbr 60,500.00 90,750.00Plywood 4 mm 1.350 1.3500 lbr 42,900.00 57,915.00

Halaman 4

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )TenagaTukang Kayu 2.000 1.4400 Oh 41,250.00 59,400 Perkerja 1.000 0.7200 Oh 27,500.00 19,800 Kepala Tukang 0.200 0.1440 Oh 49,500.00 7,128 Mandor 0.050 0.0360 Oh 55,000.00 1,980

ANALISA 010 1 m Pembuatan Bak Adukan ( 40 x 50 x 20 ) cm 2,331,670.00 61,380.00 2,393,050.00BahanKayu Terentang 0.186 0.1860 m3 1,540,000.00 286,440.00Paku 0.300 0.3000 Kg 34,100.00 10,230.00Kayu Kaso 5 / 7 (borneo) 1.000 1.0000 btg 2,035,000.00 2,035,000.00TenagaTukang Kayu 2.000 1.4400 Oh 41,250.00 59,400 Mandor 0.050 0.0360 Oh 55,000.00 1,980

ANALISA 011 1 m Pembuatan Stegger dari Bambu, ( 40 x 50 x 20 ) cm 17,600.00 88,308.00 105,908.00BahanBambu 6 - 8 / 600 cm 1.000 1.0000 btg 13,200.00 13,200.00Tali Ijuk 0.250 0.2500 Kg 17,600.00 4,400.00TenagaTukang Kayu 2.000 1.4400 Oh 41,250.00 59,400 Perkerja 1.000 0.7200 Oh 27,500.00 19,800 Kepala Tukang 0.200 0.1440 Oh 49,500.00 7,128 Mandor 0.050 0.0360 Oh 55,000.00 1,980

ANALISA 012 1 m Pembuatan Jalan Sementara 24,560.00 21,780.00 46,340.00BahanBatu Belah 5 / 20 0.150 0.1500 m3 99,000.00 14,850.00Batu Belah 5 / 7 0.090 0.0900 m3 99,000.00 8,910.00Pasir Pasang 0.010 0.0100 m3 80,000.00 800.00TenagaPerkerja 1.000 0.7200 Oh 27,500.00 19,800 Mandor 0.050 0.0360 Oh 55,000.00 1,980

ANALISA 013 1 m Bongkaran Beton Bertulang 0.00 145,193.40 145,193.40TenagaPerkerja 6.667 4.8002 Oh 27,500.00 132,007 Mandor 0.333 0.2398 Oh 55,000.00 13,187

ANALISA 014 1 m Bongkaran Dinding Tembok Bata Merah 0.00 133,313.40 133,313.40Tenaga

Halaman 5

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )Perkerja 6.667 4.8002 Oh 27,500.00 132,007 Mandor 0.033 0.0238 Oh 55,000.00 1,307

II PEKERJAAN TANAHANALISA 015 1 m3 Pek. Galian Tanah Biasa Max Kedalaman 1 m' 0.00 9,504.00 9,504.00

TenagaPerkerja 0.400 0.2880 Oh 27,500.00 7,920 Tukang Gali 0.0000 Oh 35,750.00 - Kepala Tukang 0.0000 Oh 49,500.00 - Mandor 0.040 0.0288 Oh 55,000.00 1,584

ANALISA 016 1 m3 Pek. Galian Tanah Biasa Max Kedalaman 2 m' 0.00 12,454.20 12,454.20TenagaPerkerja 0.525 0.3780 Oh 27,500.00 10,395 Tukang Gali 0.0000 Oh 35,750.00 - Kepala Tukang 0.0000 Oh 49,500.00 - Mandor 0.052 0.0374 Oh 55,000.00 2,059

ANALISA 017 1 m3 Pek. Galian Tanah Biasa Max Kedalaman 3 m' 0.00 17,443.80 17,443.80TenagaPerkerja 0.735 0.5292 Oh 27,500.00 14,553 Tukang Gali - 0.0000 Oh 35,750.00 - Kepala Tukang - 0.0000 Oh 49,500.00 - Mandor 0.073 0.0526 Oh 55,000.00 2,891

ANALISA 018 1 m3 Pek. Galian Tanah Keras Max Kedalaman 1 m' 0.00 14,830.20 14,830.20TenagaPerkerja 0.625 0.4500 Oh 27,500.00 12,375 Tukang Gali - 0.0000 Oh 35,750.00 - Kepala Tukang - 0.0000 Oh 49,500.00 - Mandor 0.062 0.0446 Oh 55,000.00 2,455

ANALISA 019 1 m3 Pek. Galian Tanah Cadas Max Kedalaman 1 m' 0.00 29,700.00 29,700.00TenagaPerkerja 1.250 0.9000 Oh 27,500.00 24,750 Tukang Gali - 0.0000 Oh 35,750.00 - Kepala Tukang - 0.0000 Oh 49,500.00 - Mandor 0.125 0.0900 Oh 55,000.00 4,950

ANALISA 020 1 m3 Pek. Galian Tanah Lumpur Max Kedalaman 1 m' 0.00 19,582.20 19,582.20

Halaman 6

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )TenagaPerkerja 0.823 0.5926 Oh 27,500.00 16,295 Tukang Gali - 0.0000 Oh 35,750.00 - Kepala Tukang - 0.0000 Oh 49,500.00 - Mandor 0.083 0.0598 Oh 55,000.00 3,287

ANALISA 021 1 m Pek. Stripping 1 m 0.00 1,188.00 1,188.00TenagaPerkerja 0.050 0.0360 Oh 27,500.00 990 Tukang Gali - 0.0000 Oh 35,750.00 - Kepala Tukang - 0.0000 Oh 49,500.00 - Mandor 0.005 0.0036 Oh 55,000.00 198

ANALISA 022 1 m Pembuangan Tanah sejauh 150 m 0.00 5,781.60 5,781.60TenagaPerkerja 0.192 0.1382 Oh 27,500.00 3,802 Tukang Gali - 0.0000 Oh 35,750.00 - Kepala Tukang - 0.0000 Oh 49,500.00 - Mandor 0.050 0.0360 Oh 55,000.00 1,980

ANALISA 023 1 m3 Urugan Tanah Kembali 0.00 4,554.00 4,554.00TenagaPerkerja 0.192 0.1382 Oh 27,500.00 3,802 Tukang Gali - 0.0000 Oh 35,750.00 - Kepala Tukang - 0.0000 Oh 49,500.00 - Mandor 0.019 0.0137 Oh 55,000.00 752

ANALISA 024 1 m3 Pemadatan tanah 0.00 11,880.00 11,880.00TenagaPerkerja 0.500 0.3600 Oh 27,500.00 9,900 Tukang Gali - 0.0000 Oh 35,750.00 - Kepala Tukang - 0.0000 Oh 49,500.00 - Mandor 0.050 0.0360 Oh 55,000.00 1,980

ANALISA 025 1 m3 Pek. Urugan Pasir 92,400.00 6,336.00 98,736.00BahanPasir Urug 1.200 1.2000 m3 77,000.00 92,400.00TenagaPerkerja 0.300 0.2160 Oh 27,500.00 5,940 Tukang Gali - 0.0000 Oh 35,750.00 - Kepala Tukang - 0.0000 Oh 49,500.00 -

Halaman 7

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )Mandor 0.010 0.0072 Oh 55,000.00 396

ANALISA 026 1 m3 Pemasangan Lapisan ijuk 19,800.00 3,564.00 23,364.00BahanIjuk 1.200 1.2000 m3 16,500.00 19,800.00TenagaPerkerja 0.150 0.1080 Oh 27,500.00 2,970 Tukang Gali - 0.0000 Oh 35,750.00 - Kepala Tukang - 0.0000 Oh 49,500.00 - Mandor 0.015 0.0108 Oh 55,000.00 594

III PEKERJAAN PONDASIANALISA 027 1 m' Pembuatan Tiang Pancang ( 35 x 35 ) cm, Beton Bertulang 845,550.50 33,066.00 878,616.50

BahanPasir Urug Darat 0.016 0.0160 m3 35,750.00 572.00Pasir Beton 0.080 0.0800 m3 120,000.00 9,600.00Koral Beton 0.125 0.1250 m3 132,000.00 16,500.00Semen Portland 49.000 49.0000 Kg 924.00 45,276.00Besi Beton 34.500 34.5000 Kg 6,050.00 208,725.00Kawat Beton 0.700 0.7000 Kg 9,900.00 6,930.00Kayu Kaso 5 / 7 (borneo) 0.270 0.2700 m3 2,035,000.00 549,450.00Paku 0.120 0.1200 Kg 34,100.00 4,092.00Minyak Bekisting 0.090 0.0900 lt 4,950.00 445.50Plamuur Tembok 0.200 0.2000 Kg 19,800.00 3,960.00TenagaPerkerja 0.800 0.5760 Oh 27,500.00 15,840 Tukang Batu 0.500 0.3600 Oh 38,500.00 13,860 Kepala Tukang 0.050 0.0360 Oh 49,500.00 1,782 Mandor 0.040 0.0288 Oh 55,000.00 1,584

ANALISA 028 1 m3 Pasangan Batu kali 1 Pc : 3Ps 496,228.00 51,440.40 547,668.40BahanBatu Belah 15 / 20 1.100 1.1000 m3 99,000.00 108,900.00Semen Portland 392.000 392.0000 Kg 924.00 362,208.00Pasir Pasang 0.314 0.3140 m3 80,000.00 25,120.00TenagaPerkerja 1.500 1.0800 Oh 27,500.00 29,700 Tukang Batu 0.600 0.4320 Oh 38,500.00 16,632 Kepala Tukang 0.060 0.0432 Oh 49,500.00 2,138 Mandor 0.075 0.0540 Oh 55,000.00 2,970

Halaman 8

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

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

ANALISA 029 1 m3 Pasangan Batu kali 1 Pc : 5Ps 278,084.00 51,440.40 329,524.40BahanBatu Belah 15 / 20 1.100 1.1000 m3 99,000.00 108,900.00Semen Portland 136.000 136.0000 Kg 924.00 125,664.00Pasir Pasang 0.544 0.5440 m3 80,000.00 43,520.00TenagaPerkerja 1.500 1.0800 Oh 27,500.00 29,700 Tukang Batu 0.600 0.4320 Oh 38,500.00 16,632 Kepala Tukang 0.060 0.0432 Oh 49,500.00 2,138 Mandor 0.075 0.0540 Oh 55,000.00 2,970

IV PEKERJAAN DINDINGANALISA 030 1 m2 Pasangan Bata Merah 1Pc : 3Ps 1 Bata 76,225.80 20,314.80 96,540.60

BahanBata merah kelas I 140.000 140.0000 bh 275.00 38,500.00Semen Portland 32.950 32.9500 Kg 924.00 30,445.80Pasir Pasang 0.091 0.0910 m3 80,000.00 7,280.00TenagaPerkerja 0.650 0.4680 Oh 27,500.00 12,870 Tukang Batu 0.200 0.1440 Oh 38,500.00 5,544 Kepala Tukang 0.020 0.0144 Oh 49,500.00 713 Mandor 0.030 0.0216 Oh 55,000.00 1,188

ANALISA 031 1 m2 Pasangan Bata Merah 1Pc : 5Ps 1 Bata 67,172.80 20,314.80 87,487.60BahanBata merah kelas I 140.000 140.0000 bh 275.00 38,500.00Semen Portland 22.200 22.2000 Kg 924.00 20,512.80Pasir Pasang 0.102 0.1020 m3 80,000.00 8,160.00TenagaPerkerja 0.650 0.4680 Oh 27,500.00 12,870 Tukang Batu 0.200 0.1440 Oh 38,500.00 5,544 Kepala Tukang 0.020 0.0144 Oh 49,500.00 713 Mandor 0.030 0.0216 Oh 55,000.00 1,188

ANALISA 032 1 m2 Pasangan Bata Merah 1Pc : 3Ps 1/2 Bata 35,727.88 10,058.40 45,786.28BahanBata merah kelas I 70.000 70.0000 bh 275.00 19,250.00Semen Portland 14.370 14.3700 Kg 924.00 13,277.88Pasir Pasang 0.040 0.0400 m3 80,000.00 3,200.00

Halaman 9

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )TenagaPerkerja 0.320 0.2304 Oh 27,500.00 6,336 Tukang Batu 0.100 0.0720 Oh 38,500.00 2,772 Kepala Tukang 0.010 0.0072 Oh 49,500.00 356 Mandor 0.015 0.0108 Oh 55,000.00 594

ANALISA 033 1 m2 Pasangan Bata Merah 1Pc : 5Ps 1/2 Bata 31,794.32 8,046.72 39,841.04BahanBata merah kelas I 70.000 70.0000 bh 275.00 19,250.00Semen Portland 9.680 9.6800 Kg 924.00 8,944.32Pasir Pasang 0.045 0.0450 m3 80,000.00 3,600.00Tenaga 0.8000Perkerja 0.320 0.1843 Oh 27,500.00 5,069 Tukang Batu 0.100 0.0576 Oh 38,500.00 2,218 Kepala Tukang 0.010 0.0058 Oh 49,500.00 285 Mandor 0.015 0.0086 Oh 55,000.00 475

V PEKERJAAN PELESTERANANALISA 034 1 m2 Plesteran Dinding 1Pc : 3Ps 7,507.52 9,048.60 16,556.12

BahanSemen Portland 6.480 6.4800 Kg 924.00 5,987.52Pasir Pasang 0.019 0.0190 m3 80,000.00 1,520.00TenagaPerkerja 0.200 0.1440 Oh 27,500.00 3,960 Tukang Batu 0.150 0.1080 Oh 38,500.00 4,158 Kepala Tukang 0.015 0.0108 Oh 49,500.00 535 Mandor 0.010 0.0072 Oh 55,000.00 396

ANALISA 035 1 m2 Plesteran Dinding 1Pc : 5Ps 5,751.68 9,048.60 14,800.28BahanSemen Portland 4.320 4.3200 Kg 924.00 3,991.68Pasir Pasang 0.022 0.0220 m3 80,000.00 1,760.00TenagaPerkerja 0.200 0.1440 Oh 27,500.00 3,960 Tukang Batu 0.150 0.1080 Oh 38,500.00 4,158 Kepala Tukang 0.015 0.0108 Oh 49,500.00 535 Mandor 0.010 0.0072 Oh 55,000.00 396

ANALISA 036 1 m2 Plesteran Dinding 1Pc : 0. 5Kp : 3 Ps, tebal 15 mm 5,559.68 9,048.60 14,608.28Bahan

Halaman 10

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )Semen Portland 4.320 4.3200 Kg 924.00 3,991.68Kapur Padam 0.003 0.0030 m3 176,000.00 528.00Pasir Pasang 0.013 0.0130 m3 80,000.00 1,040.00TenagaPerkerja 0.200 0.1440 Oh 27,500.00 3,960 Tukang Batu 0.150 0.1080 Oh 38,500.00 4,158 Kepala Tukang 0.015 0.0108 Oh 49,500.00 535 Mandor 0.010 0.0072 Oh 55,000.00 396

ANALISA 037 1 m2 Plesteran Dinding 1Pc : 3Kp : 10Ps, tebal 15 mm 3,876.16 9,048.60 12,924.76BahanSemen Portland 1.840 1.8400 Kg 924.00 1,700.16Kapur Padam 0.006 0.0060 m3 176,000.00 1,056.00Pasir Pasang 0.014 0.0140 m3 80,000.00 1,120.00TenagaPerkerja 0.200 0.1440 Oh 27,500.00 3,960 Tukang Batu 0.150 0.1080 Oh 38,500.00 4,158 Kepala Tukang 0.015 0.0108 Oh 49,500.00 535 Mandor 0.010 0.0072 Oh 55,000.00 396

ANALISA 038 1 m2 Plesteran 0.5Pc : 1Kp : 4Ps, tebal 15 mm 5,172.00 9,048.60 14,220.60BahanSemen Portland 3.000 3.0000 Kg 924.00 2,772.00Kapur Padam 0.005 0.0050 m3 176,000.00 880.00Pasir Pasang 0.019 0.0190 m3 80,000.00 1,520.00TenagaPerkerja 0.200 0.1440 Oh 27,500.00 3,960 Tukang Batu 0.150 0.1080 Oh 38,500.00 4,158 Kepala Tukang 0.015 0.0108 Oh 49,500.00 535 Mandor 0.010 0.0072 Oh 55,000.00 396

ANALISA 039 1 m2 Plesteran 1Kp : 1 Sm : 1Ps, tebal 15 mm 2,314.89 9,048.60 11,363.49BahanSemen Merah 0.009 0.0090 Kg 1,210.00 10.89Kapur Padam 0.009 0.0090 m3 176,000.00 1,584.00Pasir Pasang 0.009 0.0090 m3 80,000.00 720.00TenagaPerkerja 0.200 0.1440 Oh 27,500.00 3,960 Tukang Batu 0.150 0.1080 Oh 38,500.00 4,158 Kepala Tukang 0.015 0.0108 Oh 49,500.00 535 Mandor 0.010 0.0072 Oh 55,000.00 396

Halaman 11

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

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

ANALISA 040 1 m2 Plesteran 1Kp : 1 Sm : 2Ps, tebal 15 mm 2,440.47 9,048.60 11,489.07BahanSemen Merah 0.007 0.0070 Kg 1,210.00 8.47Kapur Padam 0.007 0.0070 m3 176,000.00 1,232.00Pasir Pasang 0.015 0.0150 m3 80,000.00 1,200.00TenagaPerkerja 0.200 0.1440 Oh 27,500.00 3,960 Tukang Batu 0.150 0.1080 Oh 38,500.00 4,158 Kepala Tukang 0.015 0.0108 Oh 49,500.00 535 Mandor 0.010 0.0072 Oh 55,000.00 396

ANALISA 041 1 m2 Plesteran 1Pc : 2 Ps, tebal 20 mm 15,034.72 11,701.80 26,736.52BahanSemen Portland 14.280 14.2800 Kg 924.00 13,194.72Pasir Pasang 0.023 0.0230 m3 80,000.00 1,840.00TenagaPerkerja 0.250 0.1800 Oh 27,500.00 4,950 Tukang Batu 0.200 0.1440 Oh 38,500.00 5,544 Kepala Tukang 0.020 0.0144 Oh 49,500.00 713 Mandor 0.0125 0.0090 Oh 55,000.00 495

ANALISA 042 1 m2 Plesteran 1Pc : 3 Ps, tebal 20 mm 12,059.20 11,701.80 23,761.00BahanSemen Portland 10.800 10.8000 Kg 924.00 9,979.20Pasir Pasang 0.026 0.0260 m3 80,000.00 2,080.00TenagaPerkerja 0.250 0.1800 Oh 27,500.00 4,950 Tukang Batu 0.200 0.1440 Oh 38,500.00 5,544 Kepala Tukang 0.020 0.0144 Oh 49,500.00 713 Mandor 0.0125 0.0090 Oh 55,000.00 495

ANALISA 043 1 m2 Plesteran 1Pc : 4Ps, tebal 20 mm 10,260.32 11,701.80 21,962.12BahanSemen Portland 8.680 8.6800 Kg 924.00 8,020.32Pasir Pasang 0.028 0.0280 m3 80,000.00 2,240.00TenagaPerkerja 0.250 0.1800 Oh 27,500.00 4,950 Tukang Batu 0.200 0.1440 Oh 38,500.00 5,544 Kepala Tukang 0.020 0.0144 Oh 49,500.00 713 Mandor 0.0125 0.0090 Oh 55,000.00 495

Halaman 12

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

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

ANALISA 044 1 m2 Plesteran 1Pc : 5Ps, tebal 20 mm 8,975.96 11,701.80 20,677.76Bahan

7.29 Semen Portland 7.290 7.2900 Kg 924.00 6,735.96Pasir Pasang 0.028 0.0280 m3 80,000.00 2,240.00TenagaPerkerja 0.250 0.1800 Oh 27,500.00 4,950 Tukang Batu 0.200 0.1440 Oh 38,500.00 5,544 Kepala Tukang 0.020 0.0144 Oh 49,500.00 713 Mandor 0.0125 0.0090 Oh 55,000.00 495

ANALISA 045 1 m2 Plesteran 1Pc : 6Ps, tebal 20 mm 8,165.76 11,701.80 19,867.56BahanSemen Portland 6.240 6.2400 Kg 924.00 5,765.76Pasir Pasang 0.030 0.0300 m3 80,000.00 2,400.00TenagaPerkerja 0.250 0.1800 Oh 27,500.00 4,950 Tukang Batu 0.200 0.1440 Oh 38,500.00 5,544 Kepala Tukang 0.020 0.0144 Oh 49,500.00 713 Mandor 0.0125 0.0090 Oh 55,000.00 495

ANALISA 046 1 m2 Plesteran 1Kp : 1 Sm : 2Ps, tebal 15 mm 3,034.89 11,701.80 14,736.69BahanSemen Merah 0.009 0.0090 Kg 1,210.00 10.89Kapur Padam 0.009 0.0090 m3 176,000.00 1,584.00Pasir Pasang 0.018 0.0180 m3 80,000.00 1,440.00TenagaPerkerja 0.250 0.1800 Oh 27,500.00 4,950 Tukang Batu 0.200 0.1440 Oh 38,500.00 5,544 Kepala Tukang 0.020 0.0144 Oh 49,500.00 713 Mandor 0.0125 0.0090 Oh 55,000.00 495

ANALISA 047 1 m2 Plesteran 1Pc : 2Ps, tebal 25 mm 15,362.00 12,711.60 28,073.60BahanSemen Portland 15.500 15.5000 Kg 924.00 14,322.00Pasir Pasang 0.013 0.0130 m3 80,000.00 1,040.00TenagaPerkerja 0.300 0.2160 Oh 27,500.00 5,940 Tukang Batu 0.200 0.1440 Oh 38,500.00 5,544 Kepala Tukang 0.020 0.0144 Oh 49,500.00 713 Mandor 0.013 0.0094 Oh 55,000.00 515

Halaman 13

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

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

ANALISA 048 1 m2 Plesteran 1Pc : 3Ps, tebal 25 mm 13,657.00 12,711.60 26,368.60BahanSemen Portland 11.750 11.7500 Kg 924.00 10,857.00Pasir Pasang 0.035 0.0350 m3 80,000.00 2,800.00TenagaPerkerja 0.300 0.2160 Oh 27,500.00 5,940 Tukang Batu 0.200 0.1440 Oh 38,500.00 5,544 Kepala Tukang 0.020 0.0144 Oh 49,500.00 713 Mandor 0.013 0.0094 Oh 55,000.00 515

ANALISA 049 1 m2 Plesteran 1Pc : 4Ps, tebal 25 mm 11,799.52 12,711.60 24,511.12BahanSemen Portland 9.480 9.4800 Kg 924.00 8,759.52Pasir Pasang 0.038 0.0380 m3 80,000.00 3,040.00TenagaPerkerja 0.300 0.2160 Oh 27,500.00 5,940 Tukang Batu 0.200 0.1440 Oh 38,500.00 5,544 Kepala Tukang 0.020 0.0144 Oh 49,500.00 713 Mandor 0.013 0.0094 Oh 55,000.00 515

ANALISA 050 1 m2 Plesteran 1Pc : 5Ps, tebal 25 mm 10,456.56 12,711.60 23,168.16BahanSemen Portland 7.940 7.9400 Kg 924.00 7,336.56Pasir Pasang 0.039 0.0390 m3 80,000.00 3,120.00TenagaPerkerja 0.300 0.2160 Oh 27,500.00 5,940 Tukang Batu 0.200 0.1440 Oh 38,500.00 5,544 Kepala Tukang 0.020 0.0144 Oh 49,500.00 713 Mandor 0.013 0.0094 Oh 55,000.00 515

ANALISA 051 1 m2 Plesteran 1Pc : 2Ps, tebal 30 mm 20,032.60 14,751.00 34,783.60BahanSemen Portland 18.650 18.6500 Kg 924.00 17,232.60Pasir Pasang 0.035 0.0350 m3 80,000.00 2,800.00TenagaPerkerja 0.320 0.2304 Oh 27,500.00 6,336 Tukang Batu 0.250 0.1800 Oh 38,500.00 6,930 Kepala Tukang 0.025 0.0180 Oh 49,500.00 891 Mandor 0.015 0.0108 Oh 55,000.00 594

Halaman 14

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )ANALISA 052 1 m2 Plesteran 1Pc : 3Ps, tebal 30 mm 16,194.60 14,751.00 30,945.60

BahanSemen Portland 14.150 14.1500 Kg 924.00 13,074.60Pasir Pasang 0.039 0.0390 m3 80,000.00 3,120.00TenagaPerkerja 0.320 0.2304 Oh 27,500.00 6,336 Tukang Batu 0.250 0.1800 Oh 38,500.00 6,930 Kepala Tukang 0.025 0.0180 Oh 49,500.00 891 Mandor 0.015 0.0108 Oh 55,000.00 594

ANALISA 053 1 m2 Plesteran 1Pc : 4Ps, tebal 30 mm 13,875.12 14,751.00 28,626.12BahanSemen Portland 11.380 11.3800 Kg 924.00 10,515.12Pasir Pasang 0.042 0.0420 m3 80,000.00 3,360.00TenagaPerkerja 0.320 0.2304 Oh 27,500.00 6,336 Tukang Batu 0.250 0.1800 Oh 38,500.00 6,930 Kepala Tukang 0.025 0.0180 Oh 49,500.00 891 Mandor 0.015 0.0108 Oh 55,000.00 594

ANALISA 054 1 m2 Plesteran 1Pc : 5Ps, tebal 30 mm 11,167.56 14,751.00 25,918.56BahanSemen Portland 8.190 8.1900 Kg 924.00 7,567.56Pasir Pasang 0.045 0.0450 m3 80,000.00 3,600.00TenagaPerkerja 0.320 0.2304 Oh 27,500.00 6,336 Tukang Batu 0.250 0.1800 Oh 38,500.00 6,930 Kepala Tukang 0.025 0.0180 Oh 49,500.00 891 Mandor 0.015 0.0108 Oh 55,000.00 594

ANALISA 055 1 m2 Berapen 1Pc : 3Ps, tebal 30 mm 8,212.68 5,476.68 13,689.36BahanSemen Portland 7.070 7.0700 Kg 924.00 6,532.68Pasir Pasang 0.021 0.0210 m3 80,000.00 1,680.00TenagaPerkerja 0.150 0.1080 Oh 27,500.00 2,970 Tukang Batu 0.070 0.0504 Oh 38,500.00 1,940 Kepala Tukang 0.007 0.0050 Oh 49,500.00 249 Mandor 0.008 0.0058 Oh 55,000.00 317

ANALISA 056 1 m2 Berapen 1Pc : 5Ps, tebal 15 mm 7,079.08 5,476.68 12,555.76

Halaman 15

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )BahanSemen Portland 5.670 5.6700 Kg 924.00 5,239.08Pasir Pasang 0.023 0.0230 m3 80,000.00 1,840.00TenagaPerkerja 0.150 0.1080 Oh 27,500.00 2,970 Tukang Batu 0.070 0.0504 Oh 38,500.00 1,940 Kepala Tukang 0.007 0.0050 Oh 49,500.00 249 Mandor 0.008 0.0058 Oh 55,000.00 317

ANALISA 057 1 m2 Pelesteran Beton 1Pc : 2Ps, tebal 15 mm 10,033.20 11,919.60 21,952.80BahanSemen Portland 9.300 9.3000 Kg 924.00 8,593.20Pasir Pasang 0.018 0.0180 m3 80,000.00 1,440.00TenagaPerkerja 0.260 0.1872 Oh 27,500.00 5,148 Tukang Batu 0.200 0.1440 Oh 38,500.00 5,544 Kepala Tukang 0.020 0.0144 Oh 49,500.00 713 Mandor 0.013 0.0094 Oh 55,000.00 515

ANALISA 058 1 m2 Pelesteran Beton 1Pc : 3Ps, tebal 15 mm 8,212.68 11,919.60 20,132.28BahanSemen Portland 7.070 7.0700 Kg 924.00 6,532.68Pasir Pasang 0.021 0.0210 m3 80,000.00 1,680.00TenagaPerkerja 0.260 0.1872 Oh 27,500.00 5,148 Tukang Batu 0.200 0.1440 Oh 38,500.00 5,544 Kepala Tukang 0.020 0.0144 Oh 49,500.00 713 Mandor 0.013 0.0094 Oh 55,000.00 515

ANALISA 059 1 m2 Pelesteran Skoring 1Pc : 2Ps 622.00 3,615.48 4,237.48BahanSemen Portland 0.500 0.5000 Kg 924.00 462.00Pasir Pasang 0.002 0.0020 m3 80,000.00 160.00TenagaPerkerja 0.057 0.0410 Oh 27,500.00 1,129 Tukang Batu 0.038 0.0274 Oh 38,500.00 1,053 Kepala Tukang 0.038 0.0274 Oh 49,500.00 1,354 Mandor 0.002 0.0014 Oh 55,000.00 79

ANALISA 060 1 m2 Pelesteran Granito 1Pc Warna : 2 Granito, tebal 10 mm 330,190.08 1,813.68 332,003.76Bahan

Halaman 16

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )PC Warna 0.144 0.1440 Kg 1,320.00 190.08Batu Granito 15.000 15.0000 Kg 22,000.00 330,000.00TenagaPerkerja 0.050 0.0360 Oh 27,500.00 990 Tukang Batu 0.020 0.0144 Oh 38,500.00 554 Kepala Tukang 0.002 0.0014 Oh 49,500.00 71 Mandor 0.005 0.0036 Oh 55,000.00 198

ANALISA 061 1 m2 Pelesteran Teraso 1Pc Warna : 2 Batu Teraso, tebal 10 mm 202,980.80 16,156.80 219,137.60BahanPC Warna 0.440 0.4400 Kg 1,320.00 580.80Batu Teraso 11.500 11.5000 Kg 17,600.00 202,400.00TenagaPerkerja 0.450 0.3240 Oh 27,500.00 8,910 Tukang Batu 0.200 0.1440 Oh 38,500.00 5,544 Kepala Tukang 0.020 0.0144 Oh 49,500.00 713 Mandor 0.025 0.0180 Oh 55,000.00 990

ANALISA 062 1 m2 Pelesteran Ciprat 1 Pc : 2 Ps 5,271.68 8,672.40 13,944.08BahanSemen Portland 4.320 4.3200 Kg 924.00 3,991.68Pasir Pasang 0.016 0.0160 m3 80,000.00 1,280.00TenagaPerkerja 0.250 0.1800 Oh 27,500.00 4,950 Tukang Batu 0.100 0.0720 Oh 38,500.00 2,772 Kepala Tukang 0.010 0.0072 Oh 49,500.00 356 Mandor 0.015 0.0108 Oh 55,000.00 594

ANALISA 063 1 m2 Pelesteran Siar Adukan 1 Pc : 2 Ps 5,271.68 5,476.68 10,748.36BahanSemen Portland 4.320 4.3200 Kg 924.00 3,991.68Pasir Pasang 0.016 0.0160 m3 80,000.00 1,280.00TenagaPerkerja 0.150 0.1080 Oh 27,500.00 2,970 Tukang Batu 0.070 0.0504 Oh 38,500.00 1,940 Kepala Tukang 0.007 0.0050 Oh 49,500.00 249 Mandor 0.008 0.0058 Oh 55,000.00 317

ANALISA 064 1 m2 Pelesteran Waterfroof Batacote 3 lapis 58,362.00 12,790.80 71,152.80BahanSemen Portland 0.500 0.5000 Kg 924.00 462.00

Halaman 17

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )Batacote 2.900 2.9000 Kg 19,800.00 57,420.00Pasir Pasang 0.006 0.0060 m3 80,000.00 480.00TenagaPerkerja 0.300 0.2160 Oh 27,500.00 5,940 Tukang Batu 0.200 0.1440 Oh 38,500.00 5,544 Kepala Tukang 0.020 0.0144 Oh 49,500.00 713 Mandor 0.015 0.0108 Oh 55,000.00 594

ANALISA 001 1 m2 Plesteran Dinding 1 : 3 + ACIAN 9,472.00 9,355.50 18,827.50BahanSemen Portland 8.0000 8.0000 kg 924.00 7,392.00Pasir Pasang 0.0260 0.0260 m3 80,000.00 2,080.00TenagaPerkerja 0.2250 0.1620 org 27,500.00 4,455 Tukang Batu 0.1525 0.1098 org 38,500.00 4,227 Kepala Tukang 0.0100 0.0072 org 49,500.00 356 Mandor 0.0080 0.0058 org 55,000.00 317

ANALISA 002 1 m2 Plesteran Dinding 1 : 5 + ACIAN 7,229.60 9,355.50 16,585.10BahanSemen Portland 5.4000 5.4000 kg 924.00 4,989.60Pasir Pasang 0.0280 0.0280 m3 80,000.00 2,240.00TenagaPerkerja 0.2250 0.1620 org 27,500.00 4,455 Tukang Batu 0.1525 0.1098 org 38,500.00 4,227 Kepala Tukang 0.0100 0.0072 org 49,500.00 356 Mandor 0.0080 0.0058 org 55,000.00 317

ANALISA 001 1 m2 Floor lantai kramik 1Pc : 5Ps, tebal 5 mm 15,057.45 25,423.20 40,480.65BahanSemen Portland 15.880 11.4336 Kg 924.00 10,564.65Pasir Pasang 0.078 0.0562 m3 80,000.00 4,492.80TenagaPerkerja 0.600 0.4320 Oh 27,500.00 11,880 Tukang Batu 0.400 0.2880 Oh 38,500.00 11,088 Kepala Tukang 0.040 0.0288 Oh 49,500.00 1,426 Mandor 0.026 0.0187 Oh 55,000.00 1,030

VI PEKERJAAN KAYUANALISA 001 1m Pasang Kusen Pintu dan Jendela Kayu Jati 30,250,000.00 795,960.00 31,045,960.00

Halaman 18

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )BahanKayu Balok Jati 1.100 1.1000 m3 27,500,000.00 30,250,000.00TenagaPerkerja 6.000 4.3200 Oh 27,500.00 118,800 Tukang Kayu 20.000 14.4000 Oh 41,250.00 594,000 Kepala Tukang 2.000 1.4400 Oh 49,500.00 71,280 Mandor 0.300 0.2160 Oh 55,000.00 11,880

ANALISA 001 1m Pasang Kusen Pintu dan Jendela Kayu Borneo 2,178,000.00 736,560.00 2,914,560.00BahanKayu Balok Borneo 1.200 1.2000 m3 1,815,000.00 2,178,000.00TenagaPerkerja 6.000 4.3200 Oh 27,500.00 118,800 Tukang Kayu 18.000 12.9600 Oh 41,250.00 534,600 Kepala Tukang 2.000 1.4400 Oh 49,500.00 71,280 Mandor 0.300 0.2160 Oh 55,000.00 11,880

ANALISA 001 1m Pasang Kusen Pintu dan Jendela Kayu Damar Laut 2,442,000.00 736,560.00 3,178,560.00BahanKayu Balok Damar Laut 1.200 1.2000 m3 2,035,000.00 2,442,000.00TenagaPerkerja 6.000 4.3200 Oh 27,500.00 118,800 Tukang Kayu 18.000 12.9600 Oh 41,250.00 534,600 Kepala Tukang 2.000 1.4400 Oh 49,500.00 71,280 Mandor 0.300 0.2160 Oh 55,000.00 11,880

ANALISA 001 1m Pasang Pintu Klamp Kayu Kamper 73,810.00 42,570.00 116,380.00BahanPapan Kayu Kamper 0.036 0.0360 m3 2,035,000.00 73,260.00Paku Biasa 2" - 5" 0.050 0.0500 Kg 11,000.00 550.00TenagaPerkerja 0.350 0.2520 Oh 27,500.00 6,930 Tukang Kayu 1.050 0.7560 Oh 41,250.00 31,185 Kepala Tukang 0.105 0.0756 Oh 49,500.00 3,742 Mandor 0.018 0.0130 Oh 55,000.00 713

ANALISA 002 1m Pasang Pintu Klamp Kayu Borneo 73,810.00 42,570.00 116,380.00BahanPapan Kayu Borneo 0.036 0.0360 m3 2,035,000.00 73,260.00Paku Biasa 2" - 5" 0.050 0.0500 Kg 11,000.00 550.00Tenaga

Halaman 19

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )Perkerja 0.350 0.2520 Oh 27,500.00 6,930 Tukang Kayu 1.050 0.7560 Oh 41,250.00 31,185 Kepala Tukang 0.105 0.0756 Oh 49,500.00 3,742 Mandor 0.018 0.0130 Oh 55,000.00 713

ANALISA 003 1m Pasang Pintu Panel Kayu Jati 1,375,000.00 104,940.00 1,479,940.00BahanPapan Kayu Jati 0.050 0.0500 m3 27,500,000.00 1,375,000.00TenagaPerkerja 1.000 0.7200 Oh 27,500.00 19,800 Tukang Kayu 2.500 1.8000 Oh 41,250.00 74,250 Kepala Tukang 0.250 0.1800 Oh 49,500.00 8,910 Mandor 0.050 0.0360 Oh 55,000.00 1,980

ANALISA 001 1m Pasang Pintu Panel Kayu Kamper 81,400.00 104,940.00 186,340.00BahanPapan Kayu Kamper 0.040 0.0400 m3 2,035,000.00 81,400.00TenagaPerkerja 1.000 0.7200 Oh 27,500.00 19,800 Tukang Kayu 2.500 1.8000 Oh 41,250.00 74,250 Kepala Tukang 0.250 0.1800 Oh 49,500.00 8,910 Mandor 0.050 0.0360 Oh 55,000.00 1,980

ANALISA 001 1m Pasang Pintu dan Jendela Kaca Kayu Jati 962,500.00 83,952.00 1,046,452.00BahanPapan Kayu Jati 0.035 0.0350 m3 27,500,000.00 962,500.00TenagaPerkerja 0.800 0.5760 Oh 27,500.00 15,840 Tukang Kayu 2.000 1.4400 Oh 41,250.00 59,400 Kepala Tukang 0.200 0.1440 Oh 49,500.00 7,128 Mandor 0.040 0.0288 Oh 55,000.00 1,584

ANALISA 001 1m Pasang Pintu dan Jendela Kaca Kayu Kamper 71,225.00 83,952.00 155,177.00BahanPapan Kayu Kamper 0.035 0.0350 m3 2,035,000.00 71,225.00TenagaPerkerja 0.800 0.5760 Oh 27,500.00 15,840 Tukang Kayu 2.000 1.4400 Oh 41,250.00 59,400 Kepala Tukang 0.200 0.1440 Oh 49,500.00 7,128 Mandor 0.040 0.0288 Oh 55,000.00 1,584

Halaman 20

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )ANALISA 001 1m Pasang Pintu dan Jendela Kaca Kayu Borneo 71,225.00 83,952.00 155,177.00

BahanPapan Kayu Borneo 0.035 0.0350 m3 2,035,000.00 71,225.00TenagaPerkerja 0.800 0.5760 Oh 27,500.00 15,840 Tukang Kayu 2.000 1.4400 Oh 41,250.00 59,400 Kepala Tukang 0.200 0.1440 Oh 49,500.00 7,128 Mandor 0.040 0.0288 Oh 55,000.00 1,584

ANALISA 001 1m Pasang Pintu dan Jendela Jalusi Kayu Borneo 130,240.00 131,472.00 261,712.00BahanPapan Kayu Borneo 0.064 0.0640 m3 2,035,000.00 130,240.00TenagaPerkerja 1.000 0.7200 Oh 27,500.00 19,800 Tukang Kayu 3.000 2.1600 Oh 41,250.00 89,100 Kepala Tukang 0.300 0.2160 Oh 49,500.00 10,692 Mandor 0.300 0.2160 Oh 55,000.00 11,880

ANALISA 001 1m Pasang Pintu dan Jendela Jalusi Kayu Kamper 130,240.00 139,392.00 269,632.00BahanPapan Kayu Borneo 0.064 0.0640 m3 2,035,000.00 130,240.00TenagaPerkerja 1.000 0.7200 Oh 27,500.00 19,800 Tukang Kayu 3.000 2.1600 Oh 41,250.00 89,100 Kepala Tukang 0.300 0.2160 Oh 49,500.00 10,692 Mandor 0.500 0.3600 Oh 55,000.00 19,800

ANALISA 001 1m Pasang Pintu Plywood rangkap, rangka kayu Jati 585,200.00 79,596.00 664,796.00BahanPapan Kayu Jati 0.0196 0.0196 m3 27,500,000.00 539,000.00Paku Biasa" - 1" 0.030 0.0300 Kg 11,000.00 330.00Lem Kayu 0.300 0.3000 Lt 9,900.00 2,970.00Plywood 4 mm 1.000 1.0000 Lbr 42,900.00 42,900.00TenagaPerkerja 0.600 0.4320 Oh 27,500.00 11,880 Tukang Kayu 2.000 1.4400 Oh 41,250.00 59,400 Kepala Tukang 0.200 0.1440 Oh 49,500.00 7,128 Mandor 0.030 0.0216 Oh 55,000.00 1,188

ANALISA 001 1m Pasang Pintu Plywood rangkap, rangka kayu Kamper 585,200.00 79,596.00 664,796.00Bahan

Halaman 21

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )Papan Kayu Jati 0.0196 0.0196 m3 27,500,000.00 539,000.00Paku Biasa" - 1" 0.030 0.0300 Kg 11,000.00 330.00Lem Kayu 0.300 0.3000 Lt 9,900.00 2,970.00Plywood 4 mm 1.000 1.0000 Lbr 42,900.00 42,900.00TenagaPerkerja 0.600 0.4320 Oh 27,500.00 11,880 Tukang Kayu 2.000 1.4400 Oh 41,250.00 59,400 Kepala Tukang 0.200 0.1440 Oh 49,500.00 7,128 Mandor 0.030 0.0216 Oh 55,000.00 1,188

ANALISA 001 1m Pasang Jalusi Mati Kusen Kayu Jati 1,651,650.00 77,418.00 1,729,068.00BahanPapan Kayu Jati 0.0600 0.0600 m3 27,500,000.00 1,650,000.00Paku Biasa" - 1" 0.150 0.1500 Kg 11,000.00 1,650.00TenagaPerkerja 0.500 0.3600 Oh 27,500.00 9,900 Tukang Kayu 2.000 1.4400 Oh 41,250.00 59,400 Kepala Tukang 0.200 0.1440 Oh 49,500.00 7,128 Mandor 0.025 0.0180 Oh 55,000.00 990

ANALISA 002 1m Pasang Jalusi Mati Kusen Kayu Kamper 1,651,650.00 77,418.00 1,729,068.00BahanPapan Kayu Jati 0.0600 0.0600 m3 27,500,000.00 1,650,000.00Paku Biasa" - 1" 0.150 0.1500 Kg 11,000.00 1,650.00TenagaPerkerja 0.500 0.3600 Oh 27,500.00 9,900 Tukang Kayu 2.000 1.4400 Oh 41,250.00 59,400 Kepala Tukang 0.200 0.1440 Oh 49,500.00 7,128 Mandor 0.025 0.0180 Oh 55,000.00 990

ANALISA 003 1m Pasang Pintu Plywood Rangkap, rangka Kayu Borneo 86,086.00 79,596.00 165,682.00BahanPapan Kayu Borneo 0.0196 0.0196 m3 2,035,000.00 39,886.00Paku Biasa" - 1" 0.030 0.0300 Kg 11,000.00 330.00Lem Kayu 0.300 0.3000 Lt 9,900.00 2,970.00Plywood 4 mm 1.000 1.0000 lbr 42,900.00 42,900.00TenagaPerkerja 0.600 0.4320 Oh 27,500.00 11,880 Tukang Kayu 2.000 1.4400 Oh 41,250.00 59,400 Kepala Tukang 0.200 0.1440 Oh 49,500.00 7,128 Mandor 0.030 0.0216 Oh 55,000.00 1,188

Halaman 22

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

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

ANALISA 001 1m Pasang Pintu Teakwood Rangkap, rangka Kayu Jati 588,170.00 79,596.00 667,766.00BahanPapan Kayu Jati 0.0196 0.0196 m3 27,500,000.00 539,000.00Paku Biasa" - 1" 0.300 0.3000 Kg 11,000.00 3,300.00Lem Kayu 0.300 0.3000 Lt 9,900.00 2,970.00Plywood 4 mm 1.000 1.0000 lbr 42,900.00 42,900.00TenagaPerkerja 0.600 0.4320 Oh 27,500.00 11,880 Tukang Kayu 2.000 1.4400 Oh 41,250.00 59,400 Kepala Tukang 0.200 0.1440 Oh 49,500.00 7,128 Mandor 0.030 0.0216 Oh 55,000.00 1,188

ANALISA 001 1m Pasang Pintu Teakwood Rangkap, rangka Kayu Kamper 588,170.00 79,596.00 667,766.00BahanPapan Kayu Jati 0.0196 0.0196 m3 27,500,000.00 539,000.00Paku Biasa" - 1" 0.300 0.3000 Kg 11,000.00 3,300.00Lem Kayu 0.300 0.3000 Lt 9,900.00 2,970.00Plywood 4 mm 1.000 1.0000 lbr 42,900.00 42,900.00TenagaPerkerja 0.600 0.4320 Oh 27,500.00 11,880 Tukang Kayu 2.000 1.4400 Oh 41,250.00 59,400 Kepala Tukang 0.200 0.1440 Oh 49,500.00 7,128 Mandor 0.030 0.0216 Oh 55,000.00 1,188

ANALISA 001 1m Pasang Pintu Plywood & Formika, rangka Kayu Jati 626,120.00 100,584.00 726,704.00BahanPapan Kayu Jati 0.0196 0.0196 m3 27,500,000.00 539,000.00Paku Biasa" - 1" 0.300 0.3000 Kg 11,000.00 3,300.00Lem Kayu 0.800 0.8000 Lt 9,900.00 7,920.00Plywood 4 mm 1.000 1.0000 lbr 42,900.00 42,900.00Formika 4' x 3' 0.500 0.5000 lbr 66,000.00 33,000.00TenagaPerkerja 0.800 0.5760 Oh 27,500.00 15,840 Tukang Kayu 2.500 1.8000 Oh 41,250.00 74,250 Kepala Tukang 0.250 0.1800 Oh 49,500.00 8,910 Mandor 0.040 0.0288 Oh 55,000.00 1,584

ANALISA 001 1m Pasang Pintu Plywood & Formika, rangka Kayu Kamper 127,006.00 100,584.00 227,590.00BahanPapan Kayu Kamper 0.0196 0.0196 m3 2,035,000.00 39,886.00

Halaman 23

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )Paku Biasa" - 1" 0.300 0.3000 Kg 11,000.00 3,300.00Lem Kayu 0.800 0.8000 Lt 9,900.00 7,920.00Plywood 4 mm 1.000 1.0000 lbr 42,900.00 42,900.00Formika 4' x 3' 0.500 0.5000 lbr 66,000.00 33,000.00TenagaPerkerja 0.800 0.5760 Oh 27,500.00 15,840 Tukang Kayu 2.500 1.8000 Oh 41,250.00 74,250 Kepala Tukang 0.250 0.1800 Oh 49,500.00 8,910 Mandor 0.040 0.0288 Oh 55,000.00 1,584

ANALISA 001 1m Pasang Pintu Teakwood & Formika, rangka Kayu Jati 626,120.00 100,584.00 726,704.00BahanPapan Kayu Jati 0.0196 0.0196 m3 27,500,000.00 539,000.00Paku Biasa" - 1" 0.300 0.3000 Kg 11,000.00 3,300.00Lem Kayu 0.800 0.8000 Lt 9,900.00 7,920.00Plywood 4 mm 1.000 1.0000 lbr 42,900.00 42,900.00Formika 4' x 3' 0.500 0.5000 lbr 66,000.00 33,000.00TenagaPerkerja 0.800 0.5760 Oh 27,500.00 15,840 Tukang Kayu 2.500 1.8000 Oh 41,250.00 74,250 Kepala Tukang 0.250 0.1800 Oh 49,500.00 8,910 Mandor 0.040 0.0288 Oh 55,000.00 1,584

ANALISA 001 1m Pasang Pintu Teakwood & Formika, rangka Kayu Kamper ( divernis ) 604,670.00 100,584.00 705,254.00BahanPapan Kayu Jati 0.0196 0.0196 m3 27,500,000.00 539,000.00Paku Biasa" - 1" 0.300 0.3000 Kg 11,000.00 3,300.00Lem Kayu 0.800 0.8000 Lt 9,900.00 7,920.00Plywood 4 mm 0.500 0.5000 lbr 42,900.00 21,450.00Formika 4' x 3' 0.500 0.5000 lbr 66,000.00 33,000.00TenagaPerkerja 0.800 0.5760 Oh 27,500.00 15,840 Tukang Kayu 2.500 1.8000 Oh 41,250.00 74,250 Kepala Tukang 0.250 0.1800 Oh 49,500.00 8,910 Mandor 0.040 0.0288 Oh 55,000.00 1,584

ANALISA 001 1m Pasang Pintu Formika Double, rangka Kayu Jati 663,080.00 108,266.40 771,346.40BahanPapan Kayu Jati 0.0196 0.0196 m3 27,500,000.00 539,000.00Paku Biasa" - 1" 0.300 0.3000 Kg 11,000.00 3,300.00Lem Kayu 1.200 1.2000 Lt 9,900.00 11,880.00

Halaman 24

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )Plywood 4 mm 1.000 1.0000 lbr 42,900.00 42,900.00Formika 4' x 3' 1.000 1.0000 lbr 66,000.00 66,000.00TenagaPerkerja 1.000 0.7200 Oh 27,500.00 19,800 Tukang Kayu 2.600 1.8720 Oh 41,250.00 77,220 Kepala Tukang 0.260 0.1872 Oh 49,500.00 9,266 Mandor 0.050 0.0360 Oh 55,000.00 1,980

ANALISA 001 1m Pasang Pintu Formika Double, rangka Kayu Kamper 163,966.00 108,266.40 272,232.40BahanPapan Kayu Kamper 0.0196 0.0196 m3 2,035,000.00 39,886.00Paku Biasa" - 1" 0.300 0.3000 Kg 11,000.00 3,300.00Lem Kayu 1.200 1.2000 Lt 9,900.00 11,880.00Plywood 4 mm 1.000 1.0000 lbr 42,900.00 42,900.00Formika 4' x 3' 1.000 1.0000 lbr 66,000.00 66,000.00TenagaPerkerja 1.000 0.7200 Oh 27,500.00 19,800 Tukang Kayu 2.600 1.8720 Oh 41,250.00 77,220 Kepala Tukang 0.260 0.1872 Oh 49,500.00 9,266 Mandor 0.050 0.0360 Oh 55,000.00 1,980

ANALISA 001 1m3 Pasang Konstruksi Kuda - kuda Kayu Jati 30,432,050.00 486,288.00 30,918,338.00BahanBalok Kayu Jati 1.100 1.1000 m3 27,500,000.00 30,250,000.00Besi Strip 15.000 15.0000 11,550.00 173,250.00Paku Biasa 2" - 5" 0.800 0.8000 Kg 11,000.00 8,800.00TenagaPerkerja 4.000 2.8800 Oh 27,500.00 79,200 Tukang Kayu 12.000 8.6400 Oh 41,250.00 356,400 Kepala Tukang 1.200 0.8640 Oh 49,500.00 42,768 Mandor 0.200 0.1440 Oh 55,000.00 7,920

ANALISA 001 1m3 Pasang Konstruksi Kuda - kuda Kayu Kamper 1,997,050.00 486,288.00 2,483,338.00BahanBalok Kayu Kamper 1.100 1.1000 m3 1,650,000.00 1,815,000.00Besi Strip 15.000 15.0000 Kg 11,550.00 173,250.00Paku Biasa 2" - 5" 0.800 0.8000 Kg 11,000.00 8,800.00TenagaPerkerja 4.000 2.8800 Oh 27,500.00 79,200 Tukang Kayu 12.000 8.6400 Oh 41,250.00 356,400 Kepala Tukang 1.200 0.8640 Oh 49,500.00 42,768

Halaman 25

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )Mandor 0.200 0.1440 Oh 55,000.00 7,920

ANALISA 001 1m3 Pasang Konstruksi Kuda - kuda Kayu Borneo 1,942,050.00 486,288.00 2,428,338.00BahanBalok Kayu Borneo 1.100 1.1000 m3 1,600,000.00 1,760,000.00Besi Strip 15.000 15.0000 Kg 11,550.00 173,250.00Paku Biasa 2" - 5" 0.800 0.8000 Kg 11,000.00 8,800.00TenagaPerkerja 4.000 2.8800 Oh 27,500.00 79,200 Tukang Kayu 12.000 8.6400 Oh 41,250.00 356,400 Kepala Tukang 1.200 0.8640 Oh 49,500.00 42,768 Mandor 0.200 0.1440 Oh 55,000.00 7,920

ANALISA 001 1m3 Pasang Konstruksi Kuda - kuda Kayu Kruing 1,815,550.00 486,288.00 2,301,838.00BahanBalok Kayu Kruing 1.100 1.1000 m3 1,485,000.00 1,633,500.00Besi Strip 15.000 15.0000 Kg 11,550.00 173,250.00Paku Biasa 2" - 5" 0.800 0.8000 Kg 11,000.00 8,800.00TenagaPerkerja 4.000 2.8800 Oh 27,500.00 79,200 Tukang Kayu 12.000 8.6400 Oh 41,250.00 356,400 Kepala Tukang 1.200 0.8640 Oh 49,500.00 42,768 Mandor 0.200 0.1440 Oh 55,000.00 7,920

ANALISA 001 1m Pasang Kaso + Reng Genteng Kodok Kayu Kamper 21,450.00 5,504.40 26,954.40BahanBalok Kayu Kamper 0.012 0.0120 m3 1,650,000.00 19,800.00Paku Biasa 2" - 5" 0.150 0.1500 Kg 11,000.00 1,650.00TenagaPerkerja 0.100 0.0720 Oh 27,500.00 1,980 Tukang Kayu 0.100 0.0720 Oh 41,250.00 2,970 Kepala Tukang 0.010 0.0072 Oh 49,500.00 356 Mandor 0.005 0.0036 Oh 55,000.00 198

ANALISA 002 1m Pasang Kaso + Reng Genteng Kodok Kayu Borneo 20,850.00 5,504.40 26,354.40BahanBalok Kayu Borneo 0.012 0.0120 m3 1,600,000.00 19,200.00Paku Biasa 2" - 5" 0.150 0.1500 Kg 11,000.00 1,650.00TenagaPerkerja 0.100 0.0720 Oh 27,500.00 1,980 Tukang Kayu 0.100 0.0720 Oh 41,250.00 2,970

Halaman 26

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )Kepala Tukang 0.010 0.0072 Oh 49,500.00 356 Mandor 0.005 0.0036 Oh 55,000.00 198

ANALISA 003 1m Pasang Kaso + Reng Genteng Monier Kayu Jati 386,650.00 5,504.40 392,154.40BahanBalok Kayu Jati 0.014 0.0140 m3 27,500,000.00 385,000.00Paku Biasa 2" - 5" 0.150 0.1500 Kg 11,000.00 1,650.00TenagaPerkerja 0.100 0.0720 Oh 27,500.00 1,980 Tukang Kayu 0.100 0.0720 Oh 41,250.00 2,970 Kepala Tukang 0.010 0.0072 Oh 49,500.00 356 Mandor 0.005 0.0036 Oh 55,000.00 198

ANALISA 004 1m Pasang Kaso + Reng Genteng Monier Kayu Kamper 24,750.00 5,504.40 30,254.40BahanBalok Kayu Kamper 0.014 0.0140 m3 1,650,000.00 23,100.00Paku Biasa 2" - 5" 0.150 0.1500 Kg 11,000.00 1,650.00TenagaPerkerja 0.100 0.0720 Oh 27,500.00 1,980 Tukang Kayu 0.100 0.0720 Oh 41,250.00 2,970 Kepala Tukang 0.010 0.0072 Oh 49,500.00 356 Mandor 0.005 0.0036 Oh 55,000.00 198

ANALISA 005 1m Pasang Kaso + Reng Genteng Beton Kayu Borneo 24,050.00 5,504.40 29,554.40BahanBalok Kayu Borneo 0.014 0.0140 m3 1,600,000.00 22,400.00Paku Biasa 2" - 5" 0.150 0.1500 Kg 11,000.00 1,650.00TenagaPerkerja 0.100 0.0720 Oh 27,500.00 1,980 Tukang Kayu 0.100 0.0720 Oh 41,250.00 2,970 Kepala Tukang 0.010 0.0072 Oh 49,500.00 356 Mandor 0.005 0.0036 Oh 55,000.00 198

ANALISA 006 1m Pasang Kaso + Reng Atap Sirap Kayu Kamper 274,450.00 6,605.28 281,055.28BahanBalok Kayu Kamper 0.165 0.1650 m3 1,650,000.00 272,250.00Paku Biasa 2" - 5" 0.200 0.2000 Kg 11,000.00 2,200.00TenagaPerkerja 0.120 0.0864 Oh 27,500.00 2,376 Tukang Kayu 0.120 0.0864 Oh 41,250.00 3,564 Kepala Tukang 0.012 0.0086 Oh 49,500.00 428

Halaman 27

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )Mandor 0.006 0.0043 Oh 55,000.00 238

ANALISA 007 1m Pasang Kaso + Reng Atap Sirap Kayu Borneo 274,450.00 6,605.28 281,055.28BahanBalok Kayu Kamper 0.165 0.1650 m3 1,650,000.00 272,250.00Paku Biasa 2" - 5" 0.200 0.2000 Kg 11,000.00 2,200.00TenagaPerkerja 0.120 0.0864 Oh 27,500.00 2,376 Tukang Kayu 0.120 0.0864 Oh 41,250.00 3,564 Kepala Tukang 0.012 0.0086 Oh 49,500.00 428 Mandor 0.006 0.0043 Oh 55,000.00 238

ANALISA 008 1m Pasang Rangka Langit - langit ( 1 x 1 ) m Kayu Jati 331,100.00 14,256.00 345,356.00BahanBalok Kayu Jati 0.012 0.0120 m3 27,500,000.00 330,000.00Paku Biasa 2" - 5" 0.100 0.1000 Kg 11,000.00 1,100.00TenagaPerkerja 0.150 0.1080 Oh 27,500.00 2,970 Tukang Kayu 0.250 0.1800 Oh 41,250.00 7,425 Kepala Tukang 0.025 0.0180 Oh 49,500.00 891 Mandor 0.075 0.0540 Oh 55,000.00 2,970

ANALISA 009 1m' Pasang papan ruiter ( 3 x 20 )cm Kayu Borneo 15,202.00 9,009.00 24,211.00BahanKayu Papan 3 / 20 borneo 0.0072 0.0072 m3 2,035,000.00 14,652.00Paku Biasa 2" - 5" 0.050 0.0500 Kg 11,000.00 550.00TenagaPerkerja 0.100 0.0720 Oh 27,500.00 1,980 Tukang Kayu 0.200 0.1440 Oh 41,250.00 5,940 Kepala Tukang 0.025 0.0180 Oh 49,500.00 891 Mandor 0.005 0.0036 Oh 55,000.00 198

ANALISA 010 1m Pasang Rangka Langit - langit ( 1 x 1 ) m Kayu Kamper 20,900.00 14,256.00 35,156.00BahanBalok Kayu Kamper 0.012 0.0120 m3 1,650,000.00 19,800.00Paku Biasa 2" - 5" 0.100 0.1000 Kg 11,000.00 1,100.00TenagaPerkerja 0.150 0.1080 Oh 27,500.00 2,970 Tukang Kayu 0.250 0.1800 Oh 41,250.00 7,425 Kepala Tukang 0.025 0.0180 Oh 49,500.00 891 Mandor 0.075 0.0540 Oh 55,000.00 2,970

Halaman 28

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

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

ANALISA 011 1m Pasang Rangka Langit - langit ( 1 x 1 ) m Kayu Borneo 20,900.00 14,256.00 35,156.00BahanBalok Kayu Kamper 0.012 0.0120 m3 1,650,000.00 19,800.00Paku Biasa 2" - 5" 0.100 0.1000 Kg 11,000.00 1,100.00TenagaPerkerja 0.150 0.1080 Oh 27,500.00 2,970 Tukang Kayu 0.250 0.1800 Oh 41,250.00 7,425 Kepala Tukang 0.025 0.0180 Oh 49,500.00 891 Mandor 0.075 0.0540 Oh 55,000.00 2,970

ANALISA 012 1m Pasang Rangka Langit - langit ( 30 x 60 )cm Kayu Jati 634,150.00 14,335.20 648,485.20BahanBalok Kayu Jati 0.023 0.0230 m3 27,500,000.00 632,500.00Paku Biasa 2" - 5" 0.150 0.1500 Kg 11,000.00 1,650.00TenagaPerkerja 0.200 0.1440 Oh 27,500.00 3,960 Tukang Kayu 0.300 0.2160 Oh 41,250.00 8,910 Kepala Tukang 0.030 0.0216 Oh 49,500.00 1,069 Mandor 0.010 0.0072 Oh 55,000.00 396

ANALISA 013 1m Pasang Rangka Langit - langit ( 30 x 60 )cm Kayu Kamper 39,600.00 14,335.20 53,935.20BahanBalok Kayu Kamper 0.023 0.0230 m3 1,650,000.00 37,950.00Paku Biasa 2" - 5" 0.150 0.1500 Kg 11,000.00 1,650.00TenagaPerkerja 0.200 0.1440 Oh 27,500.00 3,960 Tukang Kayu 0.300 0.2160 Oh 41,250.00 8,910 Kepala Tukang 0.030 0.0216 Oh 49,500.00 1,069 Mandor 0.010 0.0072 Oh 55,000.00 396

ANALISA 014 1m Pasang Rangka Langit - langit ( 30 x 60 )cm Kayu Borneo 38,450.00 14,335.20 52,785.20BahanBalok Kayu Borneo 0.023 0.0230 m3 1,600,000.00 36,800.00Paku Biasa 2" - 5" 0.150 0.1500 Kg 11,000.00 1,650.00TenagaPerkerja 0.200 0.1440 Oh 27,500.00 3,960 Tukang Kayu 0.300 0.2160 Oh 41,250.00 8,910 Kepala Tukang 0.030 0.0216 Oh 49,500.00 1,069 Mandor 0.010 0.0072 Oh 55,000.00 396

Halaman 29

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )ANALISA 015 1m Pasang Rangka Langit - langit ( 30 x 30 )cm Kayu Jati 744,700.00 17,087.40 761,787.40

BahanBalok Kayu Jati 0.027 0.0270 m3 27,500,000.00 742,500.00Paku Biasa 2" - 5" 0.200 0.2000 Kg 11,000.00 2,200.00TenagaPerkerja 0.250 0.1800 Oh 27,500.00 4,950 Tukang Kayu 0.350 0.2520 Oh 41,250.00 10,395 Kepala Tukang 0.035 0.0252 Oh 49,500.00 1,247 Mandor 0.0125 0.0090 Oh 55,000.00 495

ANALISA 016 1m Pasang Rangka Langit - langit ( 30 x 30 )cm Kayu Kamper 46,750.00 17,087.40 63,837.40BahanBalok Kayu Kamper 0.027 0.0270 m3 1,650,000.00 44,550.00Paku Biasa 2" - 5" 0.200 0.2000 Kg 11,000.00 2,200.00TenagaPerkerja 0.250 0.1800 Oh 27,500.00 4,950 Tukang Kayu 0.350 0.2520 Oh 41,250.00 10,395 Kepala Tukang 0.035 0.0252 Oh 49,500.00 1,247 Mandor 0.0125 0.0090 Oh 55,000.00 495

ANALISA 017 1m Pasang Rangka Langit - langit ( 30 x 30 )cm Kayu Borneo 45,400.00 17,087.40 62,487.40BahanBalok Kayu Borneo 0.027 0.0270 m3 1,600,000.00 43,200.00Paku Biasa 2" - 5" 0.200 0.2000 Kg 11,000.00 2,200.00TenagaPerkerja 0.250 0.1800 Oh 27,500.00 4,950 Tukang Kayu 0.350 0.2520 Oh 41,250.00 10,395 Kepala Tukang 0.035 0.0252 Oh 49,500.00 1,247 Mandor 0.0125 0.0090 Oh 55,000.00 495

ANALISA 018 1m' Pasang Lisplank ( 3 x 20 )cm Kayu Jati 198,550.00 9,009.00 207,559.00BahanPapan Kayu Jati 0.0072 0.0072 m3 27,500,000.00 198,000.00Paku Biasa 2" - 5" 0.050 0.0500 Kg 11,000.00 550.00TenagaPerkerja 0.100 0.0720 Oh 27,500.00 1,980 Tukang Kayu 0.200 0.1440 Oh 41,250.00 5,940 Kepala Tukang 0.025 0.0180 Oh 49,500.00 891 Mandor 0.005 0.0036 Oh 55,000.00 198

ANALISA 019 1m' Pasang Lisplank ( 3 x 20 )cm Kayu Kamper 15,202.00 9,009.00 24,211.00

Halaman 30

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )BahanPapan Kayu Kamper 0.0072 0.0072 m3 2,035,000.00 14,652.00Paku Biasa 2" - 5" 0.050 0.0500 Kg 11,000.00 550.00TenagaPerkerja 0.100 0.0720 Oh 27,500.00 1,980 Tukang Kayu 0.200 0.1440 Oh 41,250.00 5,940 Kepala Tukang 0.025 0.0180 Oh 49,500.00 891 Mandor 0.005 0.0036 Oh 55,000.00 198

ANALISA 020 1m' Pasang Lisplank ( 3 x 30 )cm Kayu Jati 303,050.00 9,694.08 312,744.08BahanPapan Kayu Jati 0.0110 0.0110 m3 27,500,000.00 302,500.00Paku Biasa 2" - 5" 0.050 0.0500 Kg 11,000.00 550.00TenagaPerkerja 0.110 0.0792 Oh 27,500.00 2,178 Tukang Kayu 0.220 0.1584 Oh 41,250.00 6,534 Kepala Tukang 0.022 0.0158 Oh 49,500.00 784 Mandor 0.005 0.0036 Oh 55,000.00 198

ANALISA 021 1m' Pasang Lisplank ( 3 x 30 )cm Kayu Kamper 22,935.00 9,694.08 32,629.08BahanPapan Kayu Kamper 0.0110 0.0110 m3 2,035,000.00 22,385.00Paku Biasa 2" - 5" 0.050 0.0500 Kg 11,000.00 550.00TenagaPerkerja 0.110 0.0792 Oh 27,500.00 2,178 Tukang Kayu 0.220 0.1584 Oh 41,250.00 6,534 Kepala Tukang 0.022 0.0158 Oh 49,500.00 784 Mandor 0.005 0.0036 Oh 55,000.00 198

ANALISA 022 1m' Pasang Lisplank 2 x( 3 x 20 )cm Kayu Kamper 30,167.50 14,256.00 44,423.50BahanPapan Kayu Kamper 0.0145 0.0145 m3 2,035,000.00 29,507.50Paku Biasa 2" - 5" 0.060 0.0600 Kg 11,000.00 660.00TenagaPerkerja 0.150 0.1080 Oh 27,500.00 2,970 Tukang Kayu 0.250 0.1800 Oh 41,250.00 7,425 Kepala Tukang 0.025 0.0180 Oh 49,500.00 891 Mandor 0.075 0.0540 Oh 55,000.00 2,970

ANALISA 023 1m' Pasang Lisplank 2 x( 2 x 20 )cm Kayu Kamper 18,161.00 7,286.40 25,447.40Bahan

Halaman 31

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )Papan Kayu Kamper 0.0086 0.0086 m3 2,035,000.00 17,501.00Paku Biasa 2" - 5" 0.060 0.0600 Kg 11,000.00 660.00TenagaPerkerja 0.100 0.0720 Oh 27,500.00 1,980 Tukang Kayu 0.100 0.0720 Oh 41,250.00 2,970 Kepala Tukang 0.010 0.0072 Oh 49,500.00 356 Mandor 0.050 0.0360 Oh 55,000.00 1,980

ANALISA 024 1m' Pasang Lisplank 2 x( 2 x 20 )cm Kayu Borneo 18,568.00 7,286.40 25,854.40BahanPapan Kayu Borneo 0.0088 0.0088 m3 2,035,000.00 17,908.00Paku Biasa 2" - 5" 0.060 0.0600 Kg 11,000.00 660.00TenagaPerkerja 0.100 0.0720 Oh 27,500.00 1,980 Tukang Kayu 0.100 0.0720 Oh 41,250.00 2,970 Kepala Tukang 0.010 0.0072 Oh 49,500.00 356 Mandor 0.050 0.0360 Oh 55,000.00 1,980

ANALISA 025 1m Pasang Rangka Dinding Pemisah Kayu Kamper 47,520.00 20,908.80 68,428.80BahanBalok Kayu Kamper 0.0195 0.0195 m3 1,650,000.00 32,175.00Papan Kayu Kamper 0.007 0.0070 m3 2,035,000.00 14,245.00Paku Biasa 2" - 5" 0.100 0.1000 Kg 11,000.00 1,100.00TenagaPerkerja 0.150 0.1080 Oh 27,500.00 2,970 Tukang Kayu 0.450 0.3240 Oh 41,250.00 13,365 Kepala Tukang 0.045 0.0324 Oh 49,500.00 1,604 Mandor 0.075 0.0540 Oh 55,000.00 2,970

ANALISA 001 1m Pasang Rangka Dinding Pemisah Kayu Borneo 46,545.00 20,908.80 67,453.80BahanBalok Kayu Borneo 0.0195 0.0195 m3 1,600,000.00 31,200.00Papan Kayu Borneo 0.007 0.0070 m3 2,035,000.00 14,245.00Paku Biasa 2" - 5" 0.100 0.1000 Kg 11,000.00 1,100.00TenagaPerkerja 0.150 0.1080 Oh 27,500.00 2,970 Tukang Kayu 0.450 0.3240 Oh 41,250.00 13,365 Kepala Tukang 0.045 0.0324 Oh 49,500.00 1,604 Mandor 0.075 0.0540 Oh 55,000.00 2,970

ANALISA 001 1m Pasang Dinding Pemisah Teakwood Rangkap, RangkaKayu Kamper 47,520.00 20,908.80 68,428.80

Halaman 32

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )BahanBalok Kayu Kamper 0.0195 0.0195 m3 1,650,000.00 32,175.00Papan Kayu Kamper 0.007 0.0070 m3 2,035,000.00 14,245.00Paku Biasa 2" - 5" 0.100 0.1000 Kg 11,000.00 1,100.00TenagaPerkerja 0.150 0.1080 Oh 27,500.00 2,970 Tukang Kayu 0.450 0.3240 Oh 41,250.00 13,365 Kepala Tukang 0.045 0.0324 Oh 49,500.00 1,604 Mandor 0.075 0.0540 Oh 55,000.00 2,970

ANALISA 001 1m Pasang Dinding Pemisah Teakwood Rangkap, Rangka Kayu Kamper 47,520.00 20,908.80 68,428.80BahanBalok Kayu Kamper 0.0195 0.0195 m3 1,650,000.00 32,175.00Papan Kayu Kamper 0.007 0.0070 m3 2,035,000.00 14,245.00Paku Biasa 2" - 5" 0.100 0.1000 Kg 11,000.00 1,100.00TenagaPerkerja 0.150 0.1080 Oh 27,500.00 2,970 Tukang Kayu 0.450 0.3240 Oh 41,250.00 13,365 Kepala Tukang 0.045 0.0324 Oh 49,500.00 1,604 Mandor 0.075 0.0540 Oh 55,000.00 2,970

ANALISA 001 1m Pasang Dinding Pemisah Plywood Rangkap, Rangka Kayu Kamper 95,964.00 24,314.40 120,278.40BahanBalok Kayu Kamper 0.0195 0.0195 m3 1,650,000.00 32,175.00Papan Kayu Kamper 0.007 0.0070 m3 2,035,000.00 14,245.00Paku Biasa 2" - 5" 0.100 0.1000 Kg 11,000.00 1,100.00Lem Kayu 0.560 0.5600 lt 9,900.00 5,544.00Plywood 4 mm 1.000 1.0000 lbr 42,900.00 42,900.00TenagaPerkerja 0.200 0.1440 Oh 27,500.00 3,960 Tukang Kayu 0.600 0.4320 Oh 41,250.00 17,820 Kepala Tukang 0.060 0.0432 Oh 49,500.00 2,138 Mandor 0.010 0.0072 Oh 55,000.00 396

ANALISA 001 1m Pasang Dinding Lambriziring dari papan Kayu jati 195,250.00 72,943.20 268,193.20BahanPapan Kayu Jati 0.007 0.0070 m3 27,500,000.00 192,500.00Paku Biasa 2" - 5" 0.100 0.1000 Kg 11,000.00 1,100.00Paku Skrup 3.5" 0.150 0.1500 Kg 11,000.00 1,650.00TenagaPerkerja 0.600 0.4320 Oh 27,500.00 11,880

Halaman 33

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )Tukang Kayu 1.800 1.2960 Oh 41,250.00 53,460 Kepala Tukang 0.180 0.1296 Oh 49,500.00 6,415 Mandor 0.030 0.0216 Oh 55,000.00 1,188

ANALISA 001 1m Pasang Plywood tebal 4mm, untuk dinding 17,710.00 3,041.28 20,751.28BahanPlywood 4 mm 0.400 0.4000 lbr 42,900.00 17,160.00Paku Biasa" - 1" 0.050 0.0500 Kg 11,000.00 550.00TenagaPerkerja 0.025 0.0180 Oh 27,500.00 495 Tukang Kayu 0.075 0.0540 Oh 41,250.00 2,228 Kepala Tukang 0.0075 0.0054 Oh 49,500.00 267 Mandor 0.0013 0.0009 Oh 55,000.00 51

ANALISA 002 1m Pasang List Plafond Kayu Profil 18,480.00 1,150.38 19,630.38BahanKayu Profil 1.050 1.0500 m' 17,600.00 18,480.00TenagaPerkerja 0.021 0.0151 Oh 27,500.00 416 Tukang Kayu 0.021 0.0151 Oh 41,250.00 624 Kepala Tukang 0.0020 0.0014 Oh 49,500.00 71 Mandor 0.0010 0.0007 Oh 55,000.00 40

VI PEKERJAAN BETONANALISA 003 1 m2 Membuat Lantai Kerja Beton Tumbuk 1 Pc : 3 Ps : 5 Kr 18,168.00 23,633.28 41,801.28

BahanSemen Portland 10.000 10.0000 Kg 924.00 9,240.00Pasir Beton 0.026 0.0260 m3 120,000.00 3,120.00Koral Beton 0.044 0.0440 m3 132,000.00 5,808.00TenagaPerkerja 1.150 0.8280 Oh 27,500.00 22,770 Tukang Batu 0.020 0.0144 Oh 38,500.00 554 Kepala Tukang 0.002 0.0014 Oh 49,500.00 71 Mandor 0.006 0.0043 Oh 55,000.00 238

ANALISA 001 1 m Membuat Beton Tumbuk 1 Pc : 3 Ps : 5 Kr 378,672.00 43,659.00 422,331.00BahanSemen Portland 218.000 218.0000 Kg 924.00 201,432.00Pasir Beton 0.520 0.5200 m3 120,000.00 62,400.00Koral Beton 0.870 0.8700 m3 132,000.00 114,840.00

Halaman 34

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )TenagaPerkerja 1.650 1.1880 Oh 27,500.00 32,670 Tukang Batu 0.250 0.1800 Oh 38,500.00 6,930 Kepala Tukang 0.025 0.0180 Oh 49,500.00 891 Mandor 0.080 0.0576 Oh 55,000.00 3,168

ANALISA 001 1 m Membuat Beton Tumbuk 1 Pc : 3 Ps : 6 Kr 362,508.00 43,659.00 406,167.00BahanSemen Portland 197.000 197.0000 Kg 924.00 182,028.00Pasir Beton 0.470 0.4700 m3 120,000.00 56,400.00Koral Beton 0.940 0.9400 m3 132,000.00 124,080.00TenagaPerkerja 1.650 1.1880 Oh 27,500.00 32,670 Tukang Batu 0.250 0.1800 Oh 38,500.00 6,930 Kepala Tukang 0.025 0.0180 Oh 49,500.00 891 Mandor 0.080 0.0576 Oh 55,000.00 3,168

ANALISA 001 1 m Membuat Beton Tumbuk 1 Pc : 4 Ps : 6 Kr 343,092.00 43,659.00 386,751.00BahanSemen Portland 173.000 173.0000 Kg 924.00 159,852.00Pasir Beton 0.570 0.5700 m3 120,000.00 68,400.00Koral Beton 0.870 0.8700 m3 132,000.00 114,840.00TenagaPerkerja 1.650 1.1880 Oh 27,500.00 32,670 Tukang Batu 0.250 0.1800 Oh 38,500.00 6,930 Kepala Tukang 0.025 0.0180 Oh 49,500.00 891 Mandor 0.080 0.0576 Oh 55,000.00 3,168

ANALISA 001 1 m Membuat Beton 1 Pc : 2 Ps : 3 Kr 379,728.00 43,659.00 423,387.00BahanSemen Portland 232.000 232.0000 Kg 924.00 214,368.00Pasir Beton 0.520 0.5200 m3 120,000.00 62,400.00Koral Beton 0.780 0.7800 m3 132,000.00 102,960.00TenagaPerkerja 1.650 1.1880 Oh 27,500.00 32,670 Tukang Batu 0.250 0.1800 Oh 38,500.00 6,930 Kepala Tukang 0.025 0.0180 Oh 49,500.00 891 Mandor 0.080 0.0576 Oh 55,000.00 3,168

ANALISA 001 1 m Membuat Beton Bertulang 1 Pc : 2 Ps : 4 Kr 431,520.00 43,659.00 475,179.00

Halaman 35

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )BahanSemen Portland 280.000 280.0000 Kg 924.00 258,720.00Pasir Beton 0.450 0.4500 m3 120,000.00 54,000.00Koral Beton 0.900 0.9000 m3 132,000.00 118,800.00TenagaPerkerja 1.650 1.1880 Oh 27,500.00 32,670 Tukang Batu 0.250 0.1800 Oh 38,500.00 6,930 Kepala Tukang 0.025 0.0180 Oh 49,500.00 891 Mandor 0.080 0.0576 Oh 55,000.00 3,168

ANALISA 001 1 m Membuat Beton Bertulang 1 Pc : 2 Ps : 2.5 Kr 484,848.00 43,659.00 528,507.00BahanSemen Portland 352.000 352.0000 Kg 924.00 325,248.00Pasir Beton 0.560 0.5600 m3 120,000.00 67,200.00Koral Beton 0.700 0.7000 m3 132,000.00 92,400.00TenagaPerkerja 1.650 1.1880 Oh 27,500.00 32,670 Tukang Batu 0.250 0.1800 Oh 38,500.00 6,930 Kepala Tukang 0.025 0.0180 Oh 49,500.00 891 Mandor 0.080 0.0576 Oh 55,000.00 3,168

ANALISA 001 1 m Membuat Beton Bertulang 1 Pc : 1.5 Ps : 3Kr 451,548.00 43,659.00 495,207.00BahanSemen Portland 357.000 357.0000 Kg 924.00 329,868.00Pasir Beton 0.420 0.4200 m3 120,000.00 50,400.00Koral Beton 0.540 0.5400 m3 132,000.00 71,280.00TenagaPerkerja 1.650 1.1880 Oh 27,500.00 32,670 Tukang Batu 0.250 0.1800 Oh 38,500.00 6,930 Kepala Tukang 0.025 0.0180 Oh 49,500.00 891 Mandor 0.080 0.0576 Oh 55,000.00 3,168

ANALISA 001 1 m Membuat Beton Bertulang 1 Pc : 1.5 Ps : 2.5Kr 516,024.00 43,659.00 559,683.00BahanSemen Portland 386.000 386.0000 Kg 924.00 356,664.00Pasir Beton 0.470 0.4700 m3 120,000.00 56,400.00Koral Beton 0.780 0.7800 m3 132,000.00 102,960.00TenagaPerkerja 1.650 1.1880 Oh 27,500.00 32,670 Tukang Batu 0.250 0.1800 Oh 38,500.00 6,930 Kepala Tukang 0.025 0.0180 Oh 49,500.00 891

Halaman 36

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )Mandor 0.080 0.0576 Oh 55,000.00 3,168

ANALISA 001 1 m Membuat Beton Bertulang 1 Pc : 1 Ps : 2Kr 584,676.00 43,659.00 628,335.00BahanSemen Portland 479.000 479.0000 Kg 924.00 442,596.00Pasir Beton 0.370 0.3700 m3 120,000.00 44,400.00Koral Beton 0.740 0.7400 m3 132,000.00 97,680.00TenagaPerkerja 1.650 1.1880 Oh 27,500.00 32,670 Tukang Batu 0.250 0.1800 Oh 38,500.00 6,930 Kepala Tukang 0.025 0.0180 Oh 49,500.00 891 Mandor 0.080 0.0576 Oh 55,000.00 3,168

ANALISA 001 1 m Membuat Tiang Pancang Prestressed Beton 603,618.00 43,659.00 647,277.00BahanSemen Portland 479.000 479.0000 Kg 924.00 442,596.00Pasir Beton 0.370 0.3700 m3 120,000.00 44,400.00Koral Beton 0.740 0.7400 m3 132,000.00 97,680.00Rapidrant 2.460 2.4600 gln 7,700.00 18,942.00TenagaPerkerja 1.650 1.1880 Oh 27,500.00 32,670 Tukang Batu 0.250 0.1800 Oh 38,500.00 6,930 Kepala Tukang 0.025 0.0180 Oh 49,500.00 891 Mandor 0.080 0.0576 Oh 55,000.00 3,168

ANALISA 001 1 m Membuat Beton Bertulang 1 Pc : 2Ps : 3 Splt 482,184.00 90,149.40 572,333.40BahanSemen Portland 336.000 336.0000 Kg 924.00 310,464.00Pasir Beton 0.540 0.5400 m3 120,000.00 64,800.00Koral Beton 0.810 0.8100 m3 132,000.00 106,920.00TenagaPerkerja 2.000 1.4400 Oh 27,500.00 39,600 Tukang Batu 0.350 0.2520 Oh 38,500.00 9,702 Kepala Tukang 0.035 0.0252 Oh 49,500.00 1,247 Mandor 1.000 0.7200 Oh 55,000.00 39,600

ANALISA 001 1 m Membuat Beton Bertulang 1 Pc : 2Ps : 4 Splt 448,044.00 90,149.40 538,193.40BahanSemen Portland 291.000 291.0000 Kg 924.00 268,884.00Pasir Beton 0.470 0.4700 m3 120,000.00 56,400.00Koral Beton 0.930 0.9300 m3 132,000.00 122,760.00

Halaman 37

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )TenagaPerkerja 2.000 1.4400 Oh 27,500.00 39,600 Tukang Batu 0.350 0.2520 Oh 38,500.00 9,702 Kepala Tukang 0.035 0.0252 Oh 49,500.00 1,247 Mandor 1.000 0.7200 Oh 55,000.00 39,600

ANALISA 001 1 m Membuat Beton Bertulang 1 Pc : 1.5Ps : 3 Splt 508,068.00 90,149.40 598,217.40BahanSemen Portland 367.000 367.0000 Kg 924.00 339,108.00Pasir Beton 0.440 0.4400 m3 120,000.00 52,800.00Koral Beton 0.880 0.8800 m3 132,000.00 116,160.00TenagaPerkerja 2.000 1.4400 Oh 27,500.00 39,600 Tukang Batu 0.350 0.2520 Oh 38,500.00 9,702 Kepala Tukang 0.035 0.0252 Oh 49,500.00 1,247 Mandor 1.000 0.7200 Oh 55,000.00 39,600

ANALISA 001 1 m Membuat Beton Bertulang 1 Pc : 1.5Ps : 2.5 Splt 532,800.00 90,149.40 622,949.40BahanSemen Portland 400.000 400.0000 Kg 924.00 369,600.00Pasir Beton 0.480 0.4800 m3 120,000.00 57,600.00Koral Beton 0.800 0.8000 m3 132,000.00 105,600.00TenagaPerkerja 2.000 1.4400 Oh 27,500.00 39,600 Tukang Batu 0.350 0.2520 Oh 38,500.00 9,702 Kepala Tukang 0.035 0.0252 Oh 49,500.00 1,247 Mandor 1.000 0.7200 Oh 55,000.00 39,600

ANALISA 001 1 m Membuat Beton Bertulang 1 Pc : 1Ps : 1Splt 699,300.00 90,149.40 789,449.40BahanSemen Portland 615.000 615.0000 Kg 924.00 568,260.00Pasir Beton 0.520 0.5200 m3 120,000.00 62,400.00Koral Beton 0.520 0.5200 m3 132,000.00 68,640.00TenagaPerkerja 2.000 1.4400 Oh 27,500.00 39,600 Tukang Batu 0.350 0.2520 Oh 38,500.00 9,702 Kepala Tukang 0.035 0.0252 Oh 49,500.00 1,247 Mandor 1.000 0.7200 Oh 55,000.00 39,600

ANALISA 001 1 m Membuat Beton Kedap Air dengan Strorox - 100 538,740.00 90,149.40 628,889.40Bahan

Halaman 38

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )Semen Portland 400.000 400.0000 Kg 924.00 369,600.00Pasir Beton 0.480 0.4800 m3 120,000.00 57,600.00Koral Beton 0.800 0.8000 m3 132,000.00 105,600.00Strorox - 100 1.200 1.2000 Kg 4,950.00 5,940.00TenagaPerkerja 2.000 1.4400 Oh 27,500.00 39,600 Tukang Batu 0.350 0.2520 Oh 38,500.00 9,702 Kepala Tukang 0.035 0.0252 Oh 49,500.00 1,247 Mandor 1.000 0.7200 Oh 55,000.00 39,600

ANALISA 001 1 m' Memasang PVC Waterstop lebar 150 mm 36,960.00 2,007.72 38,967.72BahanWaterstop lebar 150 mm 1.050 1.0500 m' 35,200.00 36,960.00TenagaPerkerja 0.050 0.0360 Oh 27,500.00 990 Tukang Batu 0.030 0.0216 Oh 38,500.00 832 Kepala Tukang 0.003 0.0022 Oh 49,500.00 107 Mandor 0.002 0.0014 Oh 55,000.00 79

ANALISA 001 1 m' Memasang PVC Waterstop lebar 200 mm 40,425.00 2,025.54 42,450.54BahanWaterstop lebar 200 mm 1.050 1.0500 m' 38,500.00 40,425.00TenagaPerkerja 0.050 0.0360 Oh 27,500.00 990 Tukang Batu 0.030 0.0216 Oh 38,500.00 832 Kepala Tukang 0.0035 0.0025 Oh 49,500.00 125 Mandor 0.002 0.0014 Oh 55,000.00 79

ANALISA 001 1 m' Memasang PVC Waterstop lebar 230 mm 42,735.00 20,710.80 63,445.80BahanWaterstop lebar 230 mm 1.050 1.0500 m' 40,700.00 42,735.00TenagaPerkerja 0.550 0.3960 Oh 27,500.00 10,890 Tukang Batu 0.350 0.2520 Oh 38,500.00 9,702 Mandor 0.003 0.0022 Oh 55,000.00 119

ANALISA 001 1 m' Memasang PVC Waterstop lebar 250 mm 47,355.00 20,710.80 68,065.80BahanWaterstop lebar 250 mm 1.050 1.0500 m' 45,100.00 47,355.00TenagaPerkerja 0.550 0.3960 Oh 27,500.00 10,890

Halaman 39

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )Tukang Batu 0.350 0.2520 Oh 38,500.00 9,702 Mandor 0.003 0.0022 Oh 55,000.00 119

ANALISA 001 1 m' Memasang PVC Waterstop lebar 300 mm 53,130.00 20,710.80 73,840.80BahanWaterstop lebar 300 mm 1.050 1.0500 m' 50,600.00 53,130.00TenagaPerkerja 0.550 0.3960 Oh 27,500.00 10,890 Tukang Batu 0.350 0.2520 Oh 38,500.00 9,702 Mandor 0.003 0.0022 Oh 55,000.00 119

ANALISA 001 1 m' Memasang PVC Waterstop lebar 320 mm 75,075.00 20,710.80 95,785.80BahanWaterstop lebar 320 mm 1.050 1.0500 m' 71,500.00 75,075.00TenagaPerkerja 0.550 0.3960 Oh 27,500.00 10,890 Tukang Batu 0.350 0.2520 Oh 38,500.00 9,702 Mandor 0.003 0.0022 Oh 55,000.00 119

ANALISA 001 1 Kg Pembesian dengan Besi Polos atau Besi Ulir 6,501.00 1,347.39 7,848.39BahanBesi Beton ( Polos / Ulir ) 1.050 1.0500 Kg 6,050.00 6,352.50Kawat Beton 0.015 0.0150 Kg 9,900.00 148.50TenagaPerkerja 0.010 0.0072 Oh 27,500.00 198 Tukang Besi 0.040 0.0288 Oh 38,500.00 1,109 Kepala Tukang 0.0008 0.0005 Oh 49,500.00 27 Mandor 0.0004 0.0003 Oh 55,000.00 14

ANALISA 002 1 Kg Kabel Presstressed Polos / Strands 6,451.50 267.30 6,718.80BahanBesi Beton ( Polos / Ulir ) 1.050 1.0500 Kg 6,050.00 6,352.50Kawat Beton 0.010 0.0100 Kg 9,900.00 99.00TenagaPerkerja 0.005 0.0036 Oh 27,500.00 99 Tukang Besi 0.005 0.0036 Oh 38,500.00 139 Kepala Tukang 0.0005 0.0004 Oh 49,500.00 18 Mandor 0.0003 0.0002 Oh 55,000.00 12

ANALISA 003 1 Kg Jaring Kawat Baja 30,409.50 1,336.50 31,746.00Bahan

Halaman 40

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

A B C C' D E F G = ( C X E ) H = (C X F ) I = ( G + H )Besi Jaring Kawat Baja 1.020 1.0200 Kg 22,000.00 22,440.00Kawat Beton 0.805 0.8050 Kg 9,900.00 7,969.50TenagaPerkerja 0.025 0.0180 Oh 27,500.00 495 Tukang Besi 0.025 0.0180 Oh 38,500.00 693 Kepala Tukang 0.0025 0.0018 Oh 49,500.00 89 Mandor 0.0015 0.0011 Oh 55,000.00 59

ANALISA 004 1 m2 Pasang Bekisting 51,315.00 17,154.72 68,469.72BahanKayu Albasiah 0.040 0.0400 m3 330,000.00 13,200.00Paku Biasa 2" - 5" 0.400 0.4000 Kg 11,000.00 4,400.00Minyak Bekisting 0.200 0.2000 Lt 4,950.00 990.00Plywood 9 mm 0.350 0.3500 lbr 49,500.00 17,325.00Dolken Kayu Galam 8 - 10 / 4m 2.000 2.0000 btg 7,700.00 15,400.00TenagaPerkerja 0.300 0.2160 Oh 27,500.00 5,940 Tukang Kayu 0.330 0.2376 Oh 41,250.00 9,801 Kepala Tukang 0.0330 0.0238 Oh 49,500.00 1,176 Mandor 0.0060 0.0043 Oh 55,000.00 238

ANALISA 001 1 m2 Pasangan Stoot Werk 196,537.00 16,711.20 213,248.20BahanKayu Kaso 5 / 7 (borneo) 0.0882 0.0882 m3 2,035,000.00 179,487.00Paku 0.5000 0.5000 kg 34,100.00 17,050.00TenagaPerkerja 0.1500 0.1080 org 27,500.00 2,970 Tukang Kayu 0.2000 0.1440 org 41,250.00 5,940 Kepala Tukang 0.2000 0.1440 org 49,500.00 7,128 Mandor 0.0170 0.0122 org 55,000.00 673

ANALISA 002 1 m2 Pasang Bekisting untuk Pondasi 65,395.00 14,786.64 80,181.64BahanKayu Terentang 0.040 0.0400 m3 1,540,000.00 61,600.00Paku Biasa 2" - 5" 0.300 0.3000 Kg 11,000.00 3,300.00Minyak Bekisting 0.100 0.1000 Lt 4,950.00 495.00TenagaPerkerja 0.300 0.2160 Oh 27,500.00 5,940 Tukang Kayu 0.260 0.1872 Oh 41,250.00 7,722 Kepala Tukang 0.0260 0.0187 Oh 49,500.00 927 Mandor 0.0050 0.0036 Oh 55,000.00 198

Halaman 41

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

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

ANALISA 001 1 m2 Pasang Bekisting untuk Sloof 65,395.00 14,786.64 80,181.64BahanKayu Terentang 0.040 0.0400 m3 1,540,000.00 61,600.00Paku Biasa 2" - 5" 0.300 0.3000 Kg 11,000.00 3,300.00Minyak Bekisting 0.100 0.1000 Lt 4,950.00 495.00TenagaPerkerja 0.300 0.2160 Oh 27,500.00 5,940 Tukang Kayu 0.260 0.1872 Oh 41,250.00 7,722 Kepala Tukang 0.0260 0.0187 Oh 49,500.00 927 Mandor 0.0050 0.0036 Oh 55,000.00 198

ANALISA 001 1 m2 Pasang Bekisting untuk Kolom 123,715.00 17,154.72 140,869.72BahanKayu