AnalisaANALISA HARGA SATUAN1. MENGGALI 1M3 TANAH BIASANo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Pekerja0.750OHRp45,000.00Rp33,750.002Mandor0.025OHRp125,000.00Rp3,125.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp3,802.92Harga SatuanRp40,677.92

2. MENGURUG KEMBALI 1M3 GALIANNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Pekerja0.250OHRp45,000.00Rp11,250.002Mandor0.008OHRp125,000.00Rp1,041.67Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp1,267.64Harga SatuanRp13,559.31

3. MENGURUG 1M3 PASIR URUGNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Pasir urug1.200m3Rp145,800.00Rp174,960.002Pekerja0.083OHRp45,000.00Rp3,750.003Mandor0.003OHRp125,000.00Rp347.22Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp18,466.17Harga SatuanRp197,523.39

4. MEMASANG 1M3 BATU KOSONGNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Batu kali1.300m3Rp165,000.00Rp214,500.002Pasir Pasang0.008m3Rp212,750.00Rp1,702.003Tukang batu0.080OHRp70,000.00Rp5,600.004Kepala tukang0.008OHRp100,000.00Rp800.005Pekerja0.615OHRp45,000.00Rp27,675.006Mandor0.031OHRp125,000.00Rp3,875.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp26,210.70Harga SatuanRp280,362.70

5. MEMASANG 1M3 PONDASI BATU KALINo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Batu kali1,3m3Rp165,000.00Rp214,500.002Pasir Pasang0.226m3Rp212,750.00Rp48,081.503Semen portland1.412zakRp56,000.00Rp79,072.004Tukang batu1.200OHRp70,000.00Rp84,000.005Kepala tukang0.120OHRp100,000.00Rp12,000.006Pekerja3.600OHRp45,000.00Rp162,000.007Mandor0.180OHRp125,000.00Rp22,500.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp64,162.69Harga SatuanRp686,316.19

6. MEMASANG 1M3 SLOOF 15/25No.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Kaso 3/40.002m3Rp2,718,870.00Rp5,437.742Paku 5cm-12cm2.000kgRp10,320.00Rp20,640.003Besi beton 6 0.076kgRp10,126.00Rp769.584Besi beton 10 0.600kgRp10,126.00Rp6,075.605Multiplek 9mm0.208lbrRp120,750.00Rp25,116.006Kawat bendrat1.000kgRp12,000.00Rp12,000.007Split0.551m3Rp189,000.00Rp104,139.008Pasir Beton0.367m3Rp177,000.00Rp64,959.009Semen portland4.587zakRp56,000.00Rp256,872.0010Pekerja5.650OHRp45,000.00Rp254,250.0011Tukang batu0.275OHRp70,000.00Rp19,250.0012Tukang kayu1.650OHRp70,000.00Rp115,500.0013Tukang besi1.400OHRp70,000.00Rp98,000.0014Kepala tukang0.323OHRp100,000.00Rp32,300.0015Mandor0.283OHRp125,000.00Rp35,375.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp108,357.03Harga SatuanRp1,159,040.95

7. MEMASANG 1M3 KOLOM 15/25No.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Kaso 3/40.036m3Rp2,718,870.00Rp97,879.322Paku 5cm-12cm4.000kgRp10,320.00Rp41,280.003Besi beton 10 0.594kgRp10,126.00Rp6,014.844Besi beton 6 0.242kgRp10,126.00Rp2,450.495Kawat beton4.500kgRp12,000.00Rp54,000.006Split0.550m3Rp189,000.00Rp103,950.007Pasir Beton0.367m3Rp177,000.00Rp64,959.008Semen portland4.587zakRp56,000.00Rp256,872.009Kayu kelas II balok0.150m3Rp3,370,500.00Rp505,575.0010Multiplek 9mm0.279lbrRp120,750.00Rp33,689.2511Dolken kayu galam (8-10)cm20.000btgRp17,850.00Rp357,000.0012Pekerja7.050OHRp45,000.00Rp317,250.0013Tukang batu0.275OHRp70,000.00Rp19,250.0014Tukang kayu1.650OHRp70,000.00Rp115,500.0015Tukang besi2.100OHRp70,000.00Rp147,000.0016Kepala tukang0.403OHRp100,000.00Rp40,300.0017Mandor0.353OHRp125,000.00Rp44,125.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp227,617.70Harga SatuanRp2,434,712.60

8. MEMASANG 1M3 KOLOM 15/30No.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Kaso 3/40.036m3Rp2,718,870.00Rp97,879.322Paku 5cm-12cm4.000kgRp10,320.00Rp41,280.003Besi beton 8 0.383kgRp10,126.00Rp3,878.264Besi beton 12 0.891kgRp10,126.00Rp9,022.275Kawat beton4.500kgRp12,000.00Rp54,000.006Split0.550m3Rp189,000.00Rp103,950.007Pasir Beton0.367m3Rp177,000.00Rp64,959.008Semen portland4.587zakRp56,000.00Rp256,872.009Kayu kelas II balok0.150m3Rp3,370,500.00Rp505,575.0010Multiplek 9mm3.560lbrRp120,750.00Rp429,870.0011Dolken kayu galam (8-10)cm20.000btgRp17,850.00Rp357,000.0012Pekerja7.050OHRp45,000.00Rp317,250.0013Tukang batu0.275OHRp70,000.00Rp19,250.0014Tukang kayu1.650OHRp70,000.00Rp115,500.0015Tukang besi2.100OHRp70,000.00Rp147,000.0016Kepala tukang0.403OHRp100,000.00Rp40,300.0017Mandor0.353OHRp125,000.00Rp44,125.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp268,933.22Harga SatuanRp2,876,644.06

9. MEMASANG 1M3 RINGBALK 15/25No.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Kaso 3/40.011m3Rp2,718,870.00Rp29,907.572Paku 5cm-12cm2.000kgRp10,320.00Rp20,640.003Besi beton 6 0.223kgRp10,126.00Rp2,258.104Besi beton 10 0.597kgRp10,126.00Rp6,045.225Multiplek 9mm0.208lbrRp120,750.00Rp25,116.006Kawat beton3.000kgRp12,000.00Rp36,000.007Split0.550m3Rp189,000.00Rp103,950.008Pasir Beton0.367m3Rp177,000.00Rp64,959.009Semen portland4.587zakRp56,000.00Rp256,872.0010Pekerja5.650OHRp45,000.00Rp254,250.0011Tukang batu0.275OHRp70,000.00Rp19,250.0012Tukang kayu0.560OHRp70,000.00Rp39,200.0013Tukang besi1.400OHRp70,000.00Rp98,000.0014Kepala tukang0.323OHRp100,000.00Rp32,300.0015Mandor0.283OHRp125,000.00Rp35,375.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp105,617.79Harga SatuanRp1,129,740.68

10. MEMBUAT 1M3 SOFI-SOFI 15/25No.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Kaso 3/40.400m3Rp2,718,870.00Rp1,087,548.002Paku 5cm-12cm4.000kgRp10,320.00Rp41,280.003Besi beton 6 0.210kgRp10,126.00Rp2,126.464Besi beton 10 0.595kgRp10,126.00Rp6,024.975Kawat beton4.500kgRp12,000.00Rp54,000.006Split0.550m3Rp189,000.00Rp103,950.007Pasir Beton0.367m3Rp177,000.00Rp64,959.008Semen portland4.587zakRp56,000.00Rp256,872.009Kayu kelas II balok0.150m3Rp3,370,500.00Rp505,575.0010Tripleks 9mm0.278lbrRp120,750.00Rp33,568.5011Dolken kayu galam (8-10)cm20.000btgRp17,850.00Rp357,000.0012Pekerja7.050OHRp45,000.00Rp317,250.0013Tukang batu0.275OHRp70,000.00Rp19,250.0014Tukang kayu1.650OHRp70,000.00Rp115,500.0015Tukang besi2.100OHRp70,000.00Rp147,000.0016Kepala tukang0.403OHRp100,000.00Rp40,300.0017Mandor0.353OHRp125,000.00Rp44,125.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp329,637.40Harga SatuanRp3,525,966.33

11. MEMBUAT 1M2 PASANGAN BATANo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Batu bata450.000bhRp500.00Rp225,000.002Semen portland0.706zakRp56,000.00Rp39,536.003Pasir pasang0.113m3Rp212,750.00Rp24,040.754Pekerja4.500OHRp45,000.00Rp202,500.005Tukang batu1.500OHRp70,000.00Rp105,000.006Kepala tukang0.150OHRp100,000.00Rp15,000.007Mandor0.225OHRp125,000.00Rp28,125.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp65,920.88Harga SatuanRp705,122.63

12. MEMBUAT 1M2 PLESTERAN DINDING BATANo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Semen portland0.108zakRp56,000.00Rp6,048.002Pasir pasang0.013m3Rp212,750.00Rp2,765.753Pekerja0.400OHRp45,000.00Rp18,000.004Tukang batu0.200OHRp70,000.00Rp14,000.005Kepala tukang0.020OHRp100,000.00Rp2,000.006Mandor0.020OHRp125,000.00Rp2,500.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp4,673.21Harga SatuanRp49,986.96

13. MEMBUAT 1M3 TRASRAMNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Semen portland1.208zakRp56,000.00Rp67,648.002Pasir pasang0.097m3Rp212,750.00Rp20,636.753Pekerja0.400OHRp45,000.00Rp18,000.004Tukang batu0.200OHRp70,000.00Rp14,000.005Kepala tukang0.020OHRp100,000.00Rp2,000.006Mandor0.020OHRp125,000.00Rp2,500.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp12,869.05Harga SatuanRp137,653.80

14. MEMBUAT 1M2 PASANGAN KERAMIK DINDING 20/20No.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Keramik1.000m2Rp40,000.00Rp40,000.002Semen portland0.127zakRp56,000.00Rp7,112.003Pasir pasang0.020m3Rp212,750.00Rp4,255.004Pekerja0.900OHRp45,000.00Rp40,500.005Tukang batu0.450OHRp70,000.00Rp31,500.006Kepala tukang0.045OHRp100,000.00Rp4,500.007Mandor0.045OHRp125,000.00Rp5,625.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp13,767.03Harga SatuanRp147,259.03

15. MEMBUAT 1M2 PASANGAN KERAMIK 40/40No.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Keramik1.000m2Rp74,500.00Rp74,500.002Semen portland0.127kgRp56,000.00Rp7,112.003Pasir pasang0.020m3Rp212,750.00Rp4,255.004Pekerja0.250OHRp45,000.00Rp11,250.005Tukang batu0.125OHRp70,000.00Rp8,750.006Kepala tukang0.013OHRp100,000.00Rp1,300.007Mandor0.013OHRp125,000.00Rp1,625.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp11,219.72Harga SatuanRp120,011.72

16. MEMBUAT 1M2 PASANGAN KERAMIK 20/20No.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Keramik1.000m2Rp40,000.00Rp40,000.002Semen portland0.127kgRp56,000.00Rp7,112.003Pasir pasang0.020m3Rp212,750.00Rp4,255.004Pekerja0.250OHRp45,000.00Rp11,250.005Tukang batu0.125OHRp70,000.00Rp8,750.006Kepala tukang0.013OHRp100,000.00Rp1,300.007Mandor0.013OHRp125,000.00Rp1,625.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp7,661.73Harga SatuanRp81,953.73

17. MEMASANG 1M' RANGKA HOLLOWNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Hollow1.050m1Rp15,000.00Rp15,750.002Paku sekrup0.010kgRp16,200.00Rp162.003Pekerja0.050OHRp45,000.00Rp2,250.004Tukang besi0.050OHRp70,000.00Rp3,500.005Kepala tukang0.005OHRp100,000.00Rp500.006Mandor0.003OHRp125,000.00Rp375.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp2,324.24Harga SatuanRp24,861.24

18. MEMASANG 1M2 GYPSUM BOARDNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Gypsum board0.364m2Rp87,591.00Rp31,883.122Paku sekrup0.110kgRp16,200.00Rp1,782.003Pekerja0.100OHRp45,000.00Rp4,500.004Tukang Besi0.050OHRp70,000.00Rp3,500.005Kepala tukang0.005OHRp100,000.00Rp500.006Mandor0.005OHRp125,000.00Rp625.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp4,412.95Harga SatuanRp47,203.07

19. MEMASANG 1M3 KUSEN PINTU DAN JENDELANo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Kayu Kamper Samarinda1.100m3Rp5,136,000.00Rp5,649,600.002Paku 10 cm1.250kgRp9,675.00Rp12,093.753Lem Kayu1.000kgRp33,000.00Rp33,000.004Pekerja12.000OHRp45,000.00Rp540,000.005Tukang kayu36.000OHRp70,000.00Rp2,520,000.006Kepala tukang3.600OHRp100,000.00Rp360,000.007Mandor0.600OHRp125,000.00Rp75,000.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp947,733.12Harga SatuanRp10,137,426.87

20. MEMASANG 1M2 DAUN PINTU PANELNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Papan Kayu0.040m3Rp1,324,125.00Rp52,965.002Lem Kayu0.500kgRp33,000.00Rp16,500.003Pekerja1.000OHRp45,000.00Rp45,000.004Tukang kayu3.000OHRp70,000.00Rp210,000.005Kepala tukang0.300OHRp100,000.00Rp30,000.006Mandor0.050OHRp125,000.00Rp6,250.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp37,200.54Harga SatuanRp397,915.54

21. MEMASANG 1M2 DOUBLE TAEKWOODNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Papan Kayu0.025m1Rp1,324,125.00Rp33,103.132Paku 1cm-2,5cm0.030kgRp2,602.00Rp78.063Lem Kayu0.300kgRp33,000.00Rp9,900.004Taekwood 4mm(90x220)1.000lbrRp76,840.50Rp76,840.505Pekerja0.800OHRp45,000.00Rp36,000.006Tukang kayu2.400OHRp70,000.00Rp168,000.007Kepala tukang0.240OHRp100,000.00Rp24,000.008Mandor0.040OHRp125,000.00Rp5,000.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp36,396.81Harga SatuanRp389,318.50

22. MEMASANG 1M3 DAUN JENDELANo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Papan Kayu0.040m3Rp1,324,125.00Rp52,965.002Lem Kayu0.500kgRp33,000.00Rp16,500.003Pekerja1.000OHRp45,000.00Rp45,000.004Tukang kayu3.000OHRp70,000.00Rp210,000.005Kepala tukang0.300OHRp100,000.00Rp30,000.006Mandor0.050OHRp125,000.00Rp6,250.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp37,200.54Harga SatuanRp397,915.54

23. PEKERJAAN 1M2 PENGECATAN DINDING TEMBOKNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Cat Tembok0.300kgRp13,920.00Rp4,176.002Cat Plamur Tembok0.110kgRp17,000.00Rp1,870.003Kertas Amplas0.050lbrRp2,300.00Rp115.004Pekerja0.188OHRp45,000.00Rp8,460.005Tukang Cat0.120OHRp70,000.00Rp8,400.006Kepala Tukang0.012OHRp100,000.00Rp1,200.007Mandor0.009OHRp125,000.00Rp1,175.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp2,619.09Harga SatuanRp28,015.09

24. PEKERJAAN 1 M2 PENGECATAN LANGIT-LANGITNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Cat Tembok0.300kgRp13,920.00Rp4,176.002Cat Plamur Tembok0.110kgRp17,000.00Rp1,870.003Kertas Amplas0.050lbrRp2,300.00Rp115.004Pekerja0.188OHRp45,000.00Rp8,460.005Tukang Cat0.120OHRp70,000.00Rp8,400.006Kepala Tukang0.012OHRp100,000.00Rp1,200.007Mandor0.009OHRp125,000.00Rp1,175.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp2,619.09Harga SatuanRp28,015.09

25. PEKERJAAN 1M2 PENGECATAN KAYU KUSEN DAN PINTU/JENDELANo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Plitur Jadi0.350ltrRp43,125.00Rp15,093.752Kertas Amplas0.080lbrRp2,300.00Rp184.003Pekerja0.226OHRp45,000.00Rp10,170.004Tukang Cat0.204OHRp70,000.00Rp14,280.005Kepala Tukang0.020OHRp100,000.00Rp2,040.006Mandor0.013OHRp125,000.00Rp1,662.50Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp4,478.96Harga SatuanRp47,909.21

26. PEKERJAAN 1M2 PENGECATAN KAYU LISTPLANKNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Cat Minyak0.350kgRp18,750.00Rp6,562.502Thinner B0.080ltrRp28,525.00Rp2,282.003Cat Plamur Kayu0.110kgRp21,025.00Rp2,312.754Dempul Jadi0.075kgRp32,925.00Rp2,469.385Kertas Amplas0.100lbrRp2,300.00Rp230.006Pekerja0.188OHRp45,000.00Rp8,460.007Tukang Cat0.188OHRp70,000.00Rp13,160.008Kepala Tukang0.019OHRp100,000.00Rp1,880.009Mandor0.012OHRp125,000.00Rp1,500.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp4,007.28Harga SatuanRp42,863.91

27. PEKERJAAN 1M2 GENTENG MORANDONo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Genteng morando25.000bhRp2,750.00Rp68,750.002Tukang batu0.100OHRp70,000.00Rp7,000.003Kepala tukang 0.010OHRp100,000.00Rp1,000.004Pekerja0.200OHRp45,000.00Rp9,000.005Mandor0.010OHRp125,000.00Rp1,250.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp8,972.31Harga SatuanRp95,972.31

28. PEKERJAAN 1M2 GENTENG BUBUNGANNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Genteng bubungan25.000bhRp7,624.00Rp190,600.002Semen Portland0.209zakRp56,000.00Rp11,704.003Pasir pasang0.017m3Rp212,750.00Rp3,616.754Tukang batu0.200OHRp70,000.00Rp14,000.005Kepala tukang 0.020OHRp100,000.00Rp2,000.006Pekerja0.400OHRp45,000.00Rp18,000.007Mandor0.020OHRp125,000.00Rp2,500.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp25,000.85Harga SatuanRp267,421.60

29. PEKERJAAN 1M2 PAVING BLOCKNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Paving block1.020bhRp82,300.00Rp83,946.002Pasir pasang0.055m3Rp212,750.00Rp11,701.253Pekerja0.250zakRp45,000.00Rp11,250.004Tukang batu0.100OHRp70,000.00Rp7,000.005Kepala tukang0.050OHRp100,000.00Rp5,000.006Mandor0.025OHRp125,000.00Rp3,125.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp12,584.15Harga SatuanRp134,606.40

30. PEKERJAAN PAPAN NAMA PROYEKNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Kaso 3/40.065m3Rp2,718,870.00Rp176,726.552Triplek 4 mm1.000m3Rp37,539.00Rp37,539.003Paku 5-120.250kgRp10,320.00Rp2,580.004Cat Minyak1.000kgRp18,750.00Rp18,750.005Penulisan0.125LsRp15,000.00Rp1,875.006Ongkos Pasang0.125LsRp300,000.00Rp37,500.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp28,357.71Harga SatuanRp303,328.26

31. PEMASANGAN 1 BH GAGANG PINTUNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Gagang pintu1.000bhRp248,750.00Rp248,750.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp25,653.59Harga SatuanRp274,403.5932. PEMASANGAN 1 BH ENGSEL PINTUNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Engsel Pintu1.000bhRp10,000.00Rp10,000.002Tukang kayu terampil0.150OHRp70,000.00Rp10,500.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp2,114.17Harga SatuanRp22,614.17

33. PEMASANGAN 1 BH ENGSEL JENDELANo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Engsel Jendela1.000bhRp7,500.00Rp7,500.002Tukang kayu terampil0.150OHRp70,000.00Rp10,500.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp1,856.34Harga SatuanRp19,856.34

34. PEMASANGAN 1 BH KACA POLOSNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Kaca Polos Tebal 5 mm1.000mRp80,000.00Rp80,000.002Tukang Kayu Terampil0.150OHRp70,000.00Rp10,500.003Pekerja0.150OHRp45,000.00Rp6,750.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp10,029.39Harga SatuanRp107,279.39

35. PEMASANGAN BATU CANDI (BATU TEMPEL)No.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Batu Candi (Tempel)1.100mRp80,000.00Rp88,000.002Semen portland0.127zakRp56,000.00Rp7,112.003Pasir Pasang0.020mRp212,750.00Rp4,255.004Pekerja0.188OHRp45,000.00Rp8,437.505Tukang Batu0.225OHRp70,000.00Rp15,750.006Kepala Tukang0.038OHRp100,000.00Rp3,750.007Mandor0.034OHRp125,000.00Rp4,225.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp13,564.64Harga SatuanRp145,094.14

36. PEKERJAAN BOWPLANKNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Kayu Kelas III0.010mRp2,718,870.00Rp27,188.702Papan 3x20cm0.016lbrRp1,324,125.00Rp21,186.003Paku 5-70.038kgRp10,320.00Rp392.164Pekerja0.155LsRp45,000.00Rp6,975.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp5,748.66Harga SatuanRp61,490.52

37. PEKERJAAN PEMBERSIHAN SITENo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Ongkos Pembersihan1.000LsRp500,000.00Rp500,000.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp51,565.00Harga SatuanRp551,565.00

43. PEKERJAAN 1 M1LISTPLANK 3/20No.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Kayu Kamper Banjar0.007mRp4,666,667.00Rp32,666.672Paku 5-70.010kgRp10,320.00Rp103.203Tukang Kayu0.200OHRp70,000.00Rp14,000.004Kepala Tukang0.020OHRp100,000.00Rp2,000.005Mandor0.004OHRp125,000.00Rp500.006Pekerja0.070OHRp45,000.00Rp3,150.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp5,406.06Harga SatuanRp57,825.93

44. MEMASANG 1 M3 BADAN SEPTICTANKNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Buis Beton 100 cm1.000mRp341,339.00Rp341,339.002Mandor0.047OHRp125,000.00Rp5,875.003Pekerja0.140OHRp45,000.00Rp6,300.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp36,457.90Harga SatuanRp389,971.90

45. MEMASANG 1 M3 PLAT BETON PENUTUP SEPTICTANKNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Plat Beton Penutup T.10cm Tul 8mm0.500mRp3,561,620.00Rp1,780,810.002Mandor0.047OHRp125,000.00Rp5,875.003Pekerja0.140OHRp45,000.00Rp6,300.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp184,910.54Harga SatuanRp1,977,895.54

46. MEMASANG 1 M3 BATU KORALNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Batu koral0.525m3Rp122,000.00Rp64,050.002Semen portland0.400zakRp56,000.00Rp22,400.003Pasir Pasang0.008m3Rp212,750.00Rp1,702.004Ongkos Pasang0.250LsRp300,000.00Rp75,000.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp16,825.87Harga SatuanRp179,977.87

47. MEMASANG 1 M3 BATU BELAHNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Batu Belah1.300m3Rp183,750.00Rp238,875.002Semen portland0.400zakRp56,000.00Rp22,400.003Pasir Pasang0.008m3Rp212,750.00Rp1,702.004Ongkos Pasang0.250LsRp300,000.00Rp75,000.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp34,855.57Harga SatuanRp372,832.57

48. MEMASANG 1 M3 IJUKNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Pasangan Ijuk2.700kgRp10,000.00Rp27,000.002Ongkos Pasang0.250LsRp300,000.00Rp75,000.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp10,519.26Harga SatuanRp112,519.26

49. MEMASANG 1 M PAGAR SEMENTARANo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Seng gelombang 180x901.430lbrRp50,000.00Rp71,500.002Kayu Kelas III0.036m3Rp2,718,870.00Rp97,879.323Paku Seng0.200kgRp30,000.00Rp6,000.004Ongkos Pasang0.200LsRp300,000.00Rp60,000.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp24,274.67Harga SatuanRp259,653.99

50. MEMASANG 1 UNIT KAIT ANGINNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Kait Angin 1.000bhRp11,000.00Rp11,000.002Tukang Kayu0.15OHRp70,000.00Rp10,500.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp2,217.30Harga SatuanRp23,717.30

51. MEMASANG 1 BH KRAN AIRNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Kran Air1.000bhRp87,500.00Rp87,500.002Pekerja0.178OHRp45,000.00Rp8,010.003Mandor0.024OHRp125,000.00Rp3,000.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp10,159.34Harga SatuanRp108,669.34

52. PEMASANGAN 1 M PIPA 0.5"No.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Pipa PVC 0.5" 0.333mRp13,720.00Rp4,568.762Ongkos Pasang0.058LsRp300,000.00Rp17,400.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp2,265.64Harga SatuanRp21,968.76

53. PEMASANGAN 1 M PIPA 2"No.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Pipa PVC 2" 0.333mRp56,850.00Rp18,931.052Ongkos Pasang0.058LsRp300,000.00Rp17,400.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp3,746.82Harga SatuanRp40,077.87

54. PEMASANGAN 1 M PIPA 3"No.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Pipa PVC 3" 0.333mRp112,120.00Rp37,335.962Ongkos Pasang0.058LsRp300,000.00Rp17,400.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp5,644.92Harga SatuanRp60,380.88

55. PEMASANGAN 1 BH LAMPU DOWNLIGHTNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Lampu Downlight 25 Watt1.000bhRp93,345.00Rp93,345.002Ongkos Pasang0.017LsRp300,000.00Rp5,100.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp10,152.63Harga SatuanRp108,597.63

56. PEMASANGAN 1 BH LAMPU BARETNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Lampu Baret 11 Watt1.000bhRp303,345.00Rp303,345.002Ongkos Pasang0.017LsRp300,000.00Rp5,100.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp31,809.93Harga SatuanRp340,254.93

57. PEMASANGAN 1 BH SAKLAR TUNGGALNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Saklar Tunggal1.000bhRp14,175.00Rp14,175.002Ongkos Pasang0.025LsRp300,000.00Rp7,500.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp2,235.34Harga SatuanRp23,910.34

58. PEMASANGAN 1 BH SAKLAR GANDANo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Saklar Ganda1.000bhRp18,900.00Rp18,900.002Ongkos Pasang0.025LsRp300,000.00Rp7,500.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp2,722.63Harga SatuanRp29,122.63

59. PEMASANGAN 1 BH STOP KONTAKNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Stop Kontak1.000bhRp37,680.00Rp37,680.002Ongkos Pasang0.025LsRp300,000.00Rp7,500.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp4,659.41Harga SatuanRp49,839.41

60. PEMASANGAN 1 BH AC (AIR CONDITIONER)No.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1AC (Air Conditioner) LG1.000bhRp3,000,000.00Rp3,000,000.002Ongkos Pasang0.335LsRp300,000.00Rp100,500.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp319,754.57Harga SatuanRp3,420,254.57

61. PEMASANGAN 1 BH PANEL LISTRIKNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Fuse Box 3 group1.000bhRp325,600.00Rp325,600.002MCB 10 A4.000bhRp170,000.00Rp680,000.003Ongkos Pasang 0.667LsRp300,000.00Rp200,100.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp124,343.84Harga SatuanRp1,330,043.84

62. PEMASANGAN 1 M KABELNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Kabel 3x2.5 mm1.000mRp16,770.00Rp16,770.002Ongkos Pasang 0.007LsRp300,000.00Rp2,100.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp1,946.06Harga SatuanRp20,816.06

63. PEMASANGAN 1 UNIT KLOSET DUDUKNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Kloset Duduk1.000bhRp1,500,000.00Rp1,500,000.002Pekerja1.000OHRp45,000.00Rp45,000.003Tukang Batu1.500OHRp70,000.00Rp105,000.004Kep.Tukang0.15OHRp100,000.00Rp15,000.005Mandor0.16OHRp125,000.00Rp20,000.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp173,774.05Harga SatuanRp1,858,774.05

64. MEMASANG 1M2 CALSI BOARDNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Calsi board0.364m2Rp40,000.00Rp14,560.002Paku sekrup0.110kgRp16,200.00Rp1,782.003Pekerja0.100OHRp45,000.00Rp4,500.004Tukang kayu0.050OHRp70,000.00Rp3,500.005Kepala tukang0.005OHRp100,000.00Rp500.006Mandor0.005OHRp125,000.00Rp625.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp2,626.41Harga SatuanRp28,093.41

65. PEMASANGAN 1 M2 RANGKA ATAP BAJA RINGANNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Rangka Atap Baja Ringan1.000m2Rp225,000.00Rp225,000.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp23,204.25Harga SatuanRp248,204.25

66. PEKERJAAN PEMBERSIHAN AKHIRNo.KebutuhanKoefisienSatuanHarga Satuan DasarHarga1Ongkos Pembersihan1.000LsRp350,000.00Rp350,000.00Keuntungan Management 5%, Resiko 3% dan Jasa 2%Rp36,095.50Harga SatuanRp386,095.50

Bahan dan UpahDAFTAR HARGA SATUAN DASAR BAHAN DAN UPAH

NOBAHAN DAN UPAHSATUANHARGA SATUAN

A.BAHAN1Semen PortlandzakRp56,000.002Pasir Urugm3Rp145,800.003Pasir Pasangm3Rp212,750.004Pasir Betonm3Rp177,000.005Batu Pecah/Split 2-3 cmm3Rp189,000.006Batu Kali Belahm3Rp165,000.007Besi Beton 6kgRp10,126.008Besi Beton 8kgRp10,126.008Besi Beton 10kgRp10,126.009Besi Beton 12kgRp10,126.0010Kawat BetonkgRp12,000.0011Kaso 3/4m3Rp2,718,870.0012Kayu Kelas II Balokm3Rp3,370,500.0013Paku 5cm-12cmkgRp10,320.0014Tripleks 9mmlbrRp120,750.0015Dolken kayu galam (8-10)cm, panjang 4mbtgRp17,850.0016Batu Bata MerahbhRp500.0017Keramik uk. 20x20 cmm2Rp40,000.0018Keramik uk. 40x40 cmm3Rp74,500.0019Hollowm1Rp15,000.0020Paku SekrupkgRp16,200.0021Gypsum Boardm2Rp87,591.0022Calsiboardm2Rp40,000.0023Kayu Kamper Samarindam3Rp5,136,000.0024Paku 10 cmkgRp9,675.0025Paku 1-2,5 cmkgRp2,602.0026Lem KayukgRp33,000.0027Papan Kayu untuk DaunlbrRp1,324,125.0028Taekwood 4mm(90x220)lbrRp76,840.5029Cat TemboklbrRp13,920.0030Cat Plamur TembokkgRp17,000.0031Cat Plamur KayukgRp21,025.0032AmplaslbrRp2,300.0033Plitur JadikgRp43,125.0034Cat MinyakkgRp18,750.0035Thinner BltrRp28,525.0036Dempul JadikgRp32,925.0037Genteng Morando bhRp2,750.0038Genteng BubunganbhRp7,624.0039Gagang PintubhRp248,750.0040Paving Block Warna 8cmmRp82,300.0041Kaca Polos tebal 5 mmmRp80,000.0042Engsel Pintu Unilon StandardbhRp10,000.0043Engsel Jendela UnilonbhRp7,500.0044Batu Candi (Tempel)mRp80,000.0045Papan 3x20 cmlbrRp1,324,125.0046Tripleks 4mmlbrRp37,539.0047Papan Kayu Kamper Banjar m3Rp4,666,667.0048Buist Beton 100 cmmRp341,339.0049Plat Beton Penutup T.10 cm tul.8 mmm3Rp3,561,620.0050Batu Koralm3Rp122,000.0051Batu Belah m3Rp183,750.0052IjukkgRp10,000.0053Seng gelombang 180x90x0.3lbrRp50,000.0054Kait Angin uk.10-20 cm (lokal) kuninganbhRp11,000.0055Closet Duduk Warna Standar Lengkap INAbhRp1,500,000.0056Kran Tembok Sun Eui 0.5"bhRp87,500.0057Pipa PVC 0.5" AWbtgRp13,720.0058Pipa PVC 2" AWbtgRp56,850.0059Pipa PVC 3" AWbtgRp112,120.0060Paku SengkgRp30,000.0061Saklar Broco Tunggal StandardbhRp14,175.0062Saklar Broco Seri StandardbhRp18,900.0063Stop Kontak BrocobhRp37,680.0064AC (Air Condotioner) panasonic 1.5 pkbhRp3,000,000.0065Kabel NYM (SNI,SPLN) 3x2.5mm2mRp16,770.0066MCB 3 fas 10 AbhRp170,000.0067Fuse Box 3 groupbhRp325,600.0068Baret IDB 185 Cylinder Jeruk PL 11 WbhRp303,345.0069SL 15 Watt + Exhaus FanbhRp250,000.0070Mesin Jet PumpbhRp4,000,000.0071Bor Sumur + PipaLsRp500,000.0072Lampu Downlight 25 wattbhRp93,345.0073Rangka Atap Baja Ringan Union Trustm2Rp225,000.0074Closet JongkokbhRp172,250.0075Bak Cuci PiringbhRp215,250.0076Bak Kamar MandibhRp1,100,000.0077Bath TubbhRp980,000.00B.UPAH1PekerjaOHRp45,000.002MandorOHRp125,000.003Tukang BatuOHRp70,000.004Tukang KayuOHRp70,000.005Tukang CatOHRp70,000.006Tukang BesiOHRp70,000.007Kepala TukangOHRp100,000.008Ongkos Pembersihan AwalLsRp500,000.009Ongkos Pembersihan AkhirLsRp350,000.0010Ongkos PasangLsRp300,000.0011Tukang Gali SumurLsRp3,500,000.00

ScheduleTIME SCHEDULE

BOBOTBULAN IBULAN IIBULAN IIIBULAN IVBULAN VBULAN VIBULAN VIINo.Uraian PekerjaanPEK.Minggu ke :Minggu ke :Minggu ke :Minggu ke :Minggu ke :Minggu ke :Minggu ke :( % )IIIIIIIVIIIIIIIVIIIIIIIVIIIIIIIVIIIIIIIVIIIIIIIVIIIIIIIV 1PEKERJAAN PERSIAPAN2.772.150.62

2PEKERJAAN TANAH1.750.670.940.14

3PEKERJAAN PONDASI11.423.604.213.60

4PEKERJAAN PEMBETONAN8.731.257.47

5PEKERJAAN DINDING14.440.473.263.263.263.260.92

6PEKERJAAN LANTAI8.342.313.242.78

7PEKERJAAN ATAP23.391.812.68.99

8PEKERJAAN PLAFOND4.480.893.130.45

9PEKERJAAN PINTU DAN JENDELA12.003.283.813.811.1

10PEKERJAAN PENGECATAN5.231.311.831.830.25

12PEKERJAAN SANITASI2.210.281.96

13PEKERJAAN SEPTICTANK DAN REMBESAN1.601.6

14PEKERJAAN INSTALASI LISTRIK3.571.781.78

15PEKERJAAN PEMBERSIHAN AKHIR0.100.1

100.002.151.290.943.744.214.857.470.473.263.263.263.263.233.244.5812.609.883.133.733.813.812.411.831.830.535.341.88 K e m a j u a n ( % )2.153.454.398.1312.3417.1924.6625.1328.3931.6534.9138.1741.4044.6449.2261.8271.7074.8378.5682.3786.1888.5990.4292.2592.7898.12100.00

B.QBILL OF QUANTITYNOJENIS PEKERJAANQUANTITYSATUANHARGA SATUANHARGA1PEKERJAAN PERSIAPANa. Pembersihan Site1.000LsRp551,565.00Rp551,565.00b. Papan Proyek3.000m2Rp303,328.26Rp909,984.79c. Pagar Sementara17.000mRp259,653.99Rp4,414,117.82d. Bowplank78.000mRp61,490.52Rp4,796,260.41Jumlah 1Rp10,671,928.012PEKERJAAAN TANAHa. Galian Pondasi 186.510m3Rp40,677.92Rp3,519,046.75b. Galian Pondasi 251.200m3Rp40,677.92Rp2,082,709.44c. Galian Pondasi Tapak5.460m3Rp40,677.92Rp222,101.44d. Urugan Tanah Pondasi 141.860m3Rp13,559.31Rp567,592.56e. Urugan Tanah Pondasi 221.310m3Rp13,559.31Rp288,948.82f. Urugan Tanah Pondasi Tapak4.516m3Rp13,559.31Rp61,233.83Jumlah 2Rp6,741,632.833PEKERJAAN PONDASIa. Urugan Pasir Pondasi 13.460m3Rp197,523.39Rp683,430.94b. Urugan Pasir Pondasi 22.150m3Rp197,523.39Rp424,675.30c. Urugan Pasir Pondasi Tapak0.612m3Rp197,523.39Rp120,884.32d. Pas. Anstamping Pondasi 110.950m3Rp280,362.70Rp3,069,971.52e. Pas. Anstamping Pondasi 27.020m3Rp280,362.70Rp1,968,146.12f. Pas Anstamping Pondasi Tapak0.332m3Rp280,362.70Rp93,080.41g. Pas. Batu Kali Pondasi 130.240m3Rp686,316.19Rp20,754,201.60h. Pas. Batu kali Pondasi 220.720m3Rp686,316.19Rp14,220,471.47i. Pas. Batu Kali Pondasi Tapak3.861m3Rp686,316.19Rp2,649,866.81Jumlah 3Rp43,984,728.494PEKERJAAN PEMBETONANa . Beton sloof ( 15/25 )7.360m3Rp1,159,040.95Rp8,530,541.38b . Ring balk ( 15/25 )5.370m3Rp1,129,740.68Rp6,066,707.47c . Kolom I ( 15/25 )4.560m3Rp2,434,712.60Rp11,102,289.47d . Kolom II ( 15/30 )0.480m3Rp2,876,644.06Rp1,380,789.15e. Sofi-sofi ( 15/20 )1.855m3Rp3,525,966.33Rp6,540,667.55Jumlah 4Rp33,620,995.025PEKERJAAN DINDINGa . Pemasangan bata dinding28.644m3Rp705,122.63Rp20,197,532.51b . Plesteran dinding luar58.500m2Rp49,986.96Rp2,924,236.99c . Plesteran dinding dalam337.404m2Rp49,986.96Rp16,865,799.25d . Trasram kamar mandi48.400m2Rp137,653.80Rp6,662,443.98e . Trasram seluruh bangunan40.800m2Rp137,653.80Rp5,616,275.09f . Pas . Keramik dinding ( 20x20 )22.800m2Rp147,259.03Rp3,357,505.88Jumlah 5Rp55,623,793.716PEKERJAAN LANTAIa . Urugan tanah di bawah lantai98.340m3Rp13,559.31Rp1,333,422.18b . Urugan pasir di bawah lantai24.580m3Rp197,523.39Rp4,855,125.01c . Pemasangan keramik 40 x 40175.560m2Rp120,011.72Rp21,069,257.38d . Pemasangan keramik 20 x 2019.140m2Rp81,953.73Rp1,568,594.47e . Pemasangan paving blok24.468m2Rp134,606.40Rp3,293,549.51Jumlah 6Rp32,119,948.557PEKERJAAN ATAPa . Rangka Atap Baja Ringan249.200m2Rp248,204.25Rp61,852,499.10b . Penutup atap genteng keramik morando249.200m2Rp95,972.31Rp23,916,299.65c . Pemasangan genteng bubungan13.100mRp267,421.60Rp3,503,222.99d . Pemasangan lisplank15.000mRp57,825.93Rp867,388.95Jumlah 7Rp90,139,410.698PEKERJAAN PLAFONDa . Pemasangan rangka hollow233.800mRp24,861.24Rp5,812,558.10b . Plafon gypsum 9mm ( 60 x 60 )242.200m2Rp47,203.07Rp11,432,583.43Jumlah 8Rp17,245,141.539PEKERJAAN PINTU DAN JENDELAa . Pekerjaan kusen pintu1.175m3Rp10,137,426.87Rp11,911,476.57b . Pemasangan daun pintu panel11.000m2Rp397,915.54Rp4,377,070.92d . Pekerjaan kusen jendela1.999m3Rp10,137,426.87Rp20,264,716.31e . Pemasangan daun jendela7.326m2Rp397,915.54Rp2,915,129.23f . Pemasangan kaca polos 5mm15.464m2Rp107,279.39Rp1,658,968.53g . Pemasangan gagang pintu13.000bhRp274,403.59Rp3,567,246.64h . Pemasangan engsel pintu26.000bhRp22,614.17Rp587,968.29i . Pemasangan engsel jendela48.000bhRp19,856.34Rp953,104.32Jumlah 9Rp46,235,680.8010PEKERJAAN PENGECATANa . Pengecatan dinding tembok409.204m2Rp28,015.09Rp11,463,886.68b . Pengecatan langit - langit242.200m2Rp28,015.09Rp6,785,254.67c . Pengecatan kusen pintu dan jendela36.646m2Rp47,909.21Rp1,755,680.97d . Pengecatan kayu lisplank3.000m2Rp42,863.91Rp128,591.73Jumlah 10Rp20,133,414.0511PEKERJAAN SANITASIb . Pemasangan keran air7.000bhRp108,669.34Rp760,685.35c . Pemasangan closet duduk1.000bhRp1,858,774.05Rp1,858,774.05d . Pipa air bersih 0,5 "61.800mRp21,968.76Rp1,357,669.37e . Pipa air kotor 2 "49.800mRp40,077.87Rp1,995,877.99f . Pipa air kotor padat 3 "42.000mRp60,380.88Rp2,535,996.94Jumlah 12Rp8,509,003.7012PEKERJAAN SEPTICTANK DAN REMBESANASEPTICTANK Galian septictank3.661m3Rp40,677.92Rp148,921.86 urugan pasir septictank1.047m3Rp197,523.39Rp206,806.99 badan septictank ( beton )13.135m3Rp389,971.90Rp5,122,280.89 tutup septictank ( beton )0.087m3Rp1,977,895.54Rp172,472.49Rp5,650,482.24BREMBESAN Galian rembesan2.730m3Rp40,677.92Rp111,050.72 Pasangan batu belah0.508m3Rp372,832.57Rp189,398.94 pasangan koral0.270m3Rp179,977.87Rp48,594.02 urugan pasir0.500m3Rp197,523.39Rp98,761.70 pasangan ijuk0.417m3Rp112,519.26Rp46,920.53 urugan tanah0.461m3Rp13,559.31Rp6,250.84Jumlah 13Rp500,976.7513PEKERJAAN INSTALASI LISTRIKa . Pemasangan lampu downlight6.000bhRp108,597.63Rp651,585.80b . Pemasangan lampu fitting17.000bhRp340,254.93Rp5,784,333.86d . Saklar tunggal5.000bhRp23,910.34Rp119,551.71e . Saklar ganda5.000bhRp29,122.63Rp145,613.16f . Stop kontak9.000bhRp49,839.41Rp448,554.72g . Pemasangan ac1.000bhRp3,420,254.57Rp3,420,254.57h . Pemasangan panel listrik1.000bhRp1,330,043.84Rp1,330,043.84I . Pemasangan kabel89.000mRp20,816.06Rp1,852,629.62Jumlah 14Rp13,752,567.2714PEKERJAAN PEMBERSIHAN AKHIRa . Pembersihan Akhir1.000LsRp386,095.50Rp386,095.50Jumlah 15Rp386,095.50

TOTALRp385,315,799.13PPN 10 %Rp38,531,579.91JUMLAHRp423,847,379.04

TOTAL PEK&HARIJUMLAH HARI DAN TENAGA KERJA

NOJENIS PEKERJAANJUMLAHHARIPEKERJAT. KAYUT. BATUT. BESIT. CATK. TUKANGMANDOR1PEKERJAAN PERSIAPAN9120000002PEKERJAAAN TANAH13170000023PEKERJAAN PONDASI19200600234PEKERJAAN PEMBETONAN7217470445PEKERJAAN DINDING314502200556PEKERJAAN LANTAI18150500247PEKERJAAN ATAP13193500338PEKERJAAN PLAFOND1080060229PEKERJAAN PINTU DAN JENDELA2215420005310PEKERJAAN PENGECATAN201200090312PEKERJAAN SANITASI8902001213PEKERJAAN SEPTICTANK DAN REMBESAN3100000014PEKERJAAN INSTALASI LISTRIK6800000015PEKERJAAN PEMBERSIHAN AKHIR13000000JUMLAH18020552441392431

A-TeknikANALISA TEKNIK1PEKERJAAN PERSIAPANa. Pembersihan Site Volume Pembersihan Site1.000Ls Rencana Waktu Pelaksanaan2.000Hari Kebutuhan Tenaga per hari4.000Orang

b. Papan Proyek Volume Pembuatan Papan Proyek3.000m3 Rencana Waktu Pelaksanaan2.000hari Kebutuhan Tenaga per hari - Ongkos Pasang0.125X3.000/2=0.188Orang=1Orang/Hari

c. Pagar Sementara Volume Pembersihan Site17.000m Rencana Waktu Pelaksanaan2.000hari Kebutuhan Tenaga per hari - Ongkos Pasang0.200X17.000/2=1.700Orang=2Orang/Hari

d. Bowplank Volume Bowplank78.000m Rencana Waktu Pelaksanaan3.000hari Kebutuhan Tenaga per hari - Ongkos Pasang0.155X78.000/3=4.030Orang=5Orang/Hari

2PEKERJAAAN TANAHa. Galian Pondasi Volume Galian143.170m3 Rencana Waktu Pelaksanaan10.000hari Kebutuhan Tenaga per hari - Pekerja0.750X143.170/10=10.738Orang=11Orang/Hari - Mandor0.025X143.170/10=0.358Orang=1Orang/Hari

b. Urugan Tanah Pondasi Volume Urugan67.686m3 Rencana Waktu Pelaksanaan3.000hari Kebutuhan Tenaga per hari - Pekerja0.250X67.686/3=5.641Orang=6Orang/Hari - Mandor0.008X67.686/3=0.188Orang=1Orang/Hari

3PEKERJAAN PONDASIa. Urugan Pasir Pondasi Volume Urugan6.222m3 Rencana Waktu Pelaksanaan2.000hari Kebutuhan Tenaga per hari - Pekerja0.083X6.222/2=0.259Orang=1Orang/Hari - Mandor0.003X6.222/2=0.009Orang=1Orang/Hari

b. Pas. Anstamping Pondasi Volume Pas. Anstamping18.302m3 Rencana Waktu Pelaksanaan3.000hari Kebutuhan Tenaga per hari - Pekerja0.615X18.302/3=3.752Orang=4Orang/Hari - Mandor0.031X18.302/3=0.189Orang=1Orang/Hari - Tukang Batu0.080X18.302/3=0.488Orang=1Orang/Hari - Kepala Tukang0.008X18.302/3=0.049Orang=1Orang/Hari

c. Pas. Batu Kali Pondasi Volume Pas. Batu Kali54.821m3 Rencana Waktu Pelaksanaan14.000hari Kebutuhan Tenaga per hari - Pekerja3.600X54.821/14=14.097Orang=15Orang/Hari - Mandor0.180X54.821/14=0.705Orang=1Orang/Hari - Tukang Batu1.200X54.821/14=4.699Orang=5Orang/Hari - Kepala Tukang0.120X54.821/14=0.470Orang=1Orang/Hari

4PEKERJAAN PEMBETONANa . Beton sloof ( 15/20 ) Volume Sloof7.360m3 Rencana Waktu Pelaksanaan7.000hari Kebutuhan Tenaga per hari - Pekerja5.650X7.360/7=5.941Orang=6Orang/Hari - Mandor0.283X7.360/7=0.298Orang=1Orang/Hari - Tukang Batu0.275X7.360/7=0.289Orang=1Orang/Hari - Tukang Kayu1.650X7.360/7=1.735Orang=2Orang/Hari - Tukang Besi1.400X7.360/7=1.472Orang=2Orang/Hari - Kepala Tukang0.323X7.360/7=0.340Orang=1Orang/Hari

b . Ring balk Volume Ringbalk5.370m3 Rencana Waktu Pelaksanaan7.000hari Kebutuhan Tenaga per hari - Pekerja5.650X5.370/7=4.334Orang=5Orang/Hari - Mandor0.283X5.370/7=0.217Orang=1Orang/Hari - Tukang Batu0.275X5.370/7=0.211Orang=1Orang/Hari - Tukang Kayu1.650X5.370/7=1.266Orang=2Orang/Hari - Tukang Besi1.400X5.370/7=1.074Orang=2Orang/Hari - Kepala Tukang0.323X5.370/7=0.248Orang=1Orang/Hari

c . Kolom Volume Kolom5.040m3 Rencana Waktu Pelaksanaan7.000hari Kebutuhan Tenaga per hari - Pekerja7.050X5.040/7=5.076Orang=6Orang/Hari - Mandor0.353X5.040/7=0.254Orang=1Orang/Hari - Tukang Batu0.275X5.040/7=0.198Orang=1Orang/Hari - Tukang Kayu1.650X5.040/7=1.188Orang=2Orang/Hari - Tukang Besi2.100X5.040/7=1.512Orang=2Orang/Hari - Kepala Tukang0.403X5.040/7=0.290Orang=1Orang/Hari

e. Sofi-sofi ( 15/15 ) Volume Sofi-sofi1.855m3 Rencana Waktu Pelaksanaan4.000hari Kebutuhan Tenaga per hari - Pekerja7.050X1.855/4=3.269Orang=4Orang/Hari - Mandor0.353X1.855/4=0.164Orang=1Orang/Hari - Tukang Batu0.275X1.855/4=0.128Orang=1Orang/Hari - Tukang Kayu1.650X1.855/4=0.765Orang=1Orang/Hari - Tukang Besi2.100X1.855/4=0.974Orang=1Orang/Hari - Kepala Tukang0.403X1.855/4=0.187Orang=1Orang/Hari

5PEKERJAAN DINDINGa . Pemasangan bata Volume Bata28.644m3 Rencana Waktu Pelaksanaan10.000hari Kebutuhan Tenaga per hari - Pekerja4.500X28.644/10=12.890Orang=13Orang/Hari - Mandor0.225X28.644/10=0.644Orang=1Orang/Hari - Tukang Batu1.500X28.644/10=4.297Orang=5Orang/Hari - Kepala Tukang0.150X28.644/10=0.430Orang=1Orang/Hari

b . Plesteran dinding Volume Plesteran395.904m2 Rencana Waktu Pelaksanaan10.000hari Kebutuhan Tenaga per hari - Pekerja0.400X395.904/10=15.836Orang=16Orang/Hari - Mandor0.020X395.904/10=0.792Orang=1Orang/Hari - Tukang Batu0.200X395.904/10=7.918Orang=8Orang/Hari - Kepala Tukang0.020X395.904/10=0.792Orang=1Orang/Hari

d . Trasram kamar mandi Volume Trasram48.400 Rencana Waktu Pelaksanaan3.000 Kebutuhan Tenaga per hari - Pekerja0.400X48.400/3=6.453Orang=7Orang/Hari - Mandor0.020X48.400/3=0.323Orang=1Orang/Hari - Tukang Batu0.200X48.400/3=3.227Orang=4Orang/Hari - Kepala Tukang0.020X48.400/3=0.323Orang=1Orang/Hari

e . Trasram seluruh bangunan Volume Trasram40.800m2 Rencana Waktu Pelaksanaan5.000hari Kebutuhan Tenaga per hari - Pekerja0.400X40.800/5=3.264Orang=4Orang/Hari - Mandor0.020X40.800/5=0.163Orang=1Orang/Hari - Tukang Batu0.200X40.800/5=1.632Orang=2Orang/Hari - Kepala Tukang0.020X40.800/5=0.163Orang=1Orang/Hari

f . Pas . Keramik dinding ( 20x20 ) Volume Keramik Dinding22.800m2 Rencana Waktu Pelaksanaan3.000hari Kebutuhan Tenaga per hari - Pekerja0.900X22.800/3=6.840Orang=5Orang/Hari - Mandor0.045X22.800/3=0.342Orang=1Orang/Hari - Tukang Batu0.450X22.800/3=3.420Orang=3Orang/Hari - Kepala Tukang0.045X22.800/3=0.342Orang=1Orang/Hari

6PEKERJAAN LANTAIa . Urugan tanah di bawah lantai Volume Urugan Tanah98.340m3 Rencana Waktu Pelaksanaan7.000hari Kebutuhan Tenaga per hari - Pekerja0.250X98.340/7=3.512Orang=4Orang/Hari - Mandor0.008X98.340/7=0.117Orang=1Orang/Hari

b . Urugan pasir di bawah lantai Volume Urugan Pasir24.580m3 Rencana Waktu Pelaksanaan1.000hari Kebutuhan Tenaga per hari - Pekerja0.083X24.580/1=2.048Orang=2Orang/Hari - Mandor0.003X24.580/1=0.068Orang=1Orang/Hari

c . Pemasangan keramik 40 x 40 Volume Keramik 40 x 40175.560m2 Rencana Waktu Pelaksanaan8.000hari Kebutuhan Tenaga per hari - Pekerja0.250X175.560/8=5.486Orang=6Orang/Hari - Mandor0.013X175.560/8=0.285Orang=1Orang/Hari - Tukang Batu0.125X175.560/8=2.743Orang=3Orang/Hari - Kepala Tukang0.013X175.560/8=0.285Orang=1Orang/Hari

d . Pemasangan keramik 20 x 20 Volume Keramik 20 x 2019.140m2 Rencana Waktu Pelaksanaan2.000hari Kebutuhan Tenaga per hari - Pekerja0.250X19.140/2=2.393Orang=3Orang/Hari - Mandor0.013X19.140/2=0.124Orang=1Orang/Hari - Tukang Batu0.125X19.140/2=1.196Orang=2Orang/Hari - Kepala Tukang0.013X19.140/2=0.124Orang=1Orang/Hari

7PEKERJAAN ATAPa . Rangka Atap Baja Ringan Volume Rangka Atap Baja Ringan233.800m2 Rencana Waktu Pelaksanaan1.000hari Kebutuhan Tenaga per hari8.000Orang

b . Penutup atap genteng keramik morando Volume Atap Genteng Keramik Morando249.200m2 Rencana Waktu Pelaksanaan9.000hari Kebutuhan Tenaga per hari - Pekerja0.200X249.200/9=5.538Orang=6Orang/Hari - Mandor0.010X249.200/9=0.277Orang=1Orang/Hari - Tukang Batu0.100X249.200/9=2.769Orang=3Orang/Hari - Kepala Tukang0.010X249.200/9=0.277Orang=1Orang/Hari

c . Pemasangan genteng bubungan Volume Genteng Bubungan13.100m2 Rencana Waktu Pelaksanaan2.000hari Kebutuhan Tenaga per hari - Pekerja0.400X13.100/2=2.620Orang=3Orang/Hari - Mandor0.020X13.100/2=0.131Orang=1Orang/Hari - Tukang Batu0.200X13.100/2=1.310Orang=2Orang/Hari - Kepala Tukang0.020X13.100/2=0.131Orang=1Orang/Hari

d . Pemasangan lisplank Volume Lisplank15.000 Rencana Waktu Pelaksanaan1.000hari Kebutuhan Tenaga per hari - Pekerja0.070X15.000/1=1.050Orang=2Orang/Hari - Mandor0.004X15.000/1=0.060Orang=1Orang/Hari - Tukang Kayu0.200X15.000/1=3.000Orang=3Orang/Hari - Kepala Tukang0.020X15.000/1=0.300Orang=1Orang/Hari

8PEKERJAAN PLAFONDa . Pemasangan rangka hollow Volume Hollow233.800m2 Rencana Waktu Pelaksanaan5.000hari Kebutuhan Tenaga per hari - Pekerja0.050X233.800/5=2.338Orang=3Orang/Hari - Mandor0.003X233.800/5=0.140Orang=1Orang/Hari - Tukang Besi0.050X233.800/5=2.338Orang=3Orang/Hari - Kepala Tukang0.005X233.800/5=0.234Orang=1Orang/Hari

b . Plafon gypsum 9mm ( 60 x 60 ) Volume Plafond Gypsum242.200m2 Rencana Waktu Pelaksanaan5.000hari Kebutuhan Tenaga per hari - Pekerja0.100X242.200/5=4.844Orang=5Orang/Hari - Mandor0.005X242.200/5=0.242Orang=1Orang/Hari - Tukang Besi0.050X242.200/5=2.422Orang=3Orang/Hari - Kepala Tukang0.005X242.200/5=0.242Orang=1Orang/Hari

9PEKERJAAN PINTU DAN JENDELAa . Pekerjaan kusen pintu dan Jendela Volume Kusen3.174m3 Rencana Waktu Pelaksanaan5.000hari Kebutuhan Tenaga per hari - Pekerja12.000X3.174/5=7.618Orang=8Orang/Hari - Mandor0.600X3.174/5=0.381Orang=1Orang/Hari - Tukang Kayu36.000X3.174/5=22.853Orang=23Orang/Hari - Kepala Tukang3.600X3.174/5=2.285Orang=3Orang/Hari

b . Pemasangan daun pintu panel Volume Daun Pintu Panel11.000m2 Rencana Waktu Pelaksanaan5.000hari Kebutuhan Tenaga per hari - Pekerja1.000X11.000/5=2.200Orang=3Orang/Hari - Mandor0.050X11.000/5=0.110Orang=1Orang/Hari - Tukang Kayu3.000X11.000/5=6.600Orang=7Orang/Hari - Kepala Tukang0.300X11.000/5=0.660Orang=1Orang/Hari

d . Pemasangan daun jendela Volume Daun Jendela7.326m2 Rencana Waktu Pelaksanaan5.000hari Kebutuhan Tenaga per hari - Pekerja1.000X7.326/5=1.465Orang=2Orang/Hari - Mandor0.050X7.326/5=0.073Orang=1Orang/Hari - Tukang Kayu3.000X7.326/5=4.396Orang=5Orang/Hari - Kepala Tukang0.300X7.326/5=0.440Orang=1Orang/Hari

e . Pemasangan kaca polos 5mm Volume Kaca15.464m2 Rencana Waktu Pelaksanaan2.000hari Kebutuhan Tenaga per hari - Pekerja0.150X15.464/2=1.160Orang=2Orang/Hari - Tukang Kayu0.150X15.464/2=1.160Orang=2Orang/Hari

g . Pemasangan engsel pintu Volume Engsel Pintu26.000bh Rencana Waktu Pelaksanaan2.000hari Kebutuhan Tenaga per hari - Tukang Kayu0.150X26.000/2=1.950Orang=2Orang/Hari

h . Pemasangan engsel jendela Volume Engsel Jendela48.000bh Rencana Waktu Pelaksanaan3.000hari Kebutuhan Tenaga per hari - Tukang Kayu0.150X48.000/3=2.400Orang=3Orang/Hari

10PEKERJAAN PENGECATANa . Pengecatan dinding tembok dan langit-langit Volume Pengecatan Dinding dan Langit-langit651.404m2 Rencana Waktu Pelaksanaan16.000hari Kebutuhan Tenaga per hari - Pekerja0.188X651.404/16=7.654Orang=8Orang/Hari - Mandor0.009X651.404/16=0.383Orang=1Orang/Hari - Tukang Cat0.120X651.404/16=4.886Orang=5Orang/Hari - Kepala Tukang0.012X651.404/16=0.489Orang=1Orang/Hari

b . Pengecatan kusen, pintu, jendela Volume Pengecatan Kusen, Pintu, Jendela36.646m2 Rencana Waktu Pelaksanaan3.000hari Kebutuhan Tenaga per hari - Pekerja0.226X36.646/3=2.761Orang=3Orang/Hari - Mandor0.013X36.646/3=0.162Orang=1Orang/Hari - Tukang Cat0.204X36.646/3=2.492Orang=3Orang/Hari - Kepala Tukang0.020X36.646/3=0.249Orang=1Orang/Hari

c . Pengecatan kayu lisplank Volume Pengecatan Kayu Lisplank3.000m2 Rencana Waktu Pelaksanaan1.000hari Kebutuhan Tenaga per hari - Pekerja0.188X3.000/1=0.564Orang=1Orang/Hari - Mandor0.012X3.000/1=0.036Orang=1Orang/Hari - Tukang Cat0.188X3.000/1=0.564Orang=1Orang/Hari - Kepala Tukang0.019X3.000/1=0.056Orang=1Orang/Hari

12PEKERJAAN SANITASIb . Pemasangan keran air Volume Keran Air7.000bh Rencana Waktu Pelaksanaan1.000hari Kebutuhan Tenaga per hari - Pekerja0.178X7.000/1=1.246Orang=2Orang/Hari - Mandor0.024X7.000/1=0.168Orang=1Orang/Hari

c . Pemasangan closet duduk Volume closet duduk1.000bh Rencana Waktu Pelaksanaan1.000hari Kebutuhan Tenaga per hari - Pekerja1.000X1.000/1=1.000Orang=1Orang/Hari - Mandor0.160X1.000/1=0.160Orang=1Orang/Hari - Tukang Batu1.500X1.000/1=1.500Orang=2Orang/Hari - Kepala Tukang0.150X1.000/1=0.150Orang=1Orang/Hari

d . Pipa air bersih 0,5 " Volume Pipa 0,5"61.800m Rencana Waktu Pelaksanaan2.000hari Kebutuhan Tenaga per hari - Ongkos Pemasangan (Pekerja)0.058X61.800/2=1.792Orang=2Orang/Hari

e . Pipa air kotor 2 " Volume Pipa 2"49.800m Rencana Waktu Pelaksanaan2.000hari Kebutuhan Tenaga per hari - Ongkos Pemasangan (Pekerja)0.058X49.800/2=1.444Orang=2Orang/Hari

f . Pipa air kotor padat 3 " Volume Pipa 3"42.000m Rencana Waktu Pelaksanaan2.000hari Kebutuhan Tenaga per hari - Ongkos Pemasangan (Pekerja)0.058X42.000/2=1.218Orang=2Orang/Hari

13PEKERJAAN SEPTICTANK DAN REMBESAN Septictank dan Rembesan Volume Septictank dan Rembesan1.000Ls Rencana Waktu Pelaksanaan3.000hari Kebutuhan Tenaga per hari - Ongkos Pemasangan (Pekerja)0.250X1.000/3=0.083Orang=1Orang/Hari

14PEKERJAAN INSTALASI LISTRIKa . Pemasangan lampu downlight Volume Lampu downlight6.000bh Rencana Waktu Pelaksanaan1.000hari Kebutuhan Tenaga per hari - Ongkos Pemasangan (Pekerja)0.017X6.000/1=0.102Orang=1Orang/Hari

b . Pemasangan lampu baret Volume Lampu baret17.000bh Rencana Waktu Pelaksanaan1.000hari Kebutuhan Tenaga per hari - Ongkos Pemasangan (Pekerja)0.017X17.000/1=0.289Orang=1Orang/Hari

d . Saklar tunggal Volume Saklar Tunggal5.000bh Rencana Waktu Pelaksanaan1.000hari Kebutuhan Tenaga per hari - Ongkos Pemasangan (Pekerja)0.025X5.000/1=0.125Orang=1Orang/Hari

e . Saklar ganda Volume Saklar Ganda5.000bh Rencana Waktu Pelaksanaan1.000hari Kebutuhan Tenaga per hari - Ongkos Pemasangan (Pekerja)0.025X5.000/1=0.125Orang=1Orang/Hari

f . Stop kontak Volume Stop kontak9.000bh Rencana Waktu Pelaksanaan1.000hari Kebutuhan Tenaga per hari - Ongkos Pemasangan (Pekerja)0.025X9.000/1=0.225Orang=1Orang/Hari

g . Pemasangan AC Volume AC1.000bh Rencana Waktu Pelaksanaan1.000hari Kebutuhan Tenaga per hari - Ongkos Pemasangan (Pekerja)0.335X1.000/1=0.335Orang=1Orang/Hari

h . Pemasangan panel listrik Volume panel listrik1.000bh Rencana Waktu Pelaksanaan1.000hari Kebutuhan Tenaga per hari - Ongkos Pemasangan (Pekerja)0.667X1.000/1=0.667Orang=1Orang/Hari

I . Pemasangan kabel Volume Kabel89.000m Rencana Waktu Pelaksanaan1.000hari Kebutuhan Tenaga per hari - Ongkos Pemasangan (Pekerja)0.007X89.000/1=0.623Orang=1Orang/Hari15PEKERJAAN PEMBERSIHAN AKHIR Volume Pembersihan Akhir1.000Ls Rencana Waktu Pelaksanaan1.000hari Kebutuhan Tenaga per hari - Ongkos Pemasangan (Pekerja)3.000X1.000/1=3.000Orang=3Orang/Hari

Matriks

NOJENIS PEKERJAANQUANTITYSATUANBAHANPEKERJAALATSemen Portland (sak)Pasir Urug (m3)Pasir Pasang (m3)Pasir Beton (m3)Batu Pecah/ Split 2-3 cm (m3)Batu Kali Belah (m3)Besi Beton 6 (m3)Besi Beton 8 (m3)Besi Beton 10 (m3)Besi Beton 12 (m3)Kawat Beton (m3)Kaso 3/4 (m3)Kayu Kelas II Balok (m3)Paku 5cm-12cm (kg)Triplek 9mm (lbr)Triplek 4mm (lbr)Dolken kayu galam (8 -10)cm, panjang 4m (btg)Batu Bata Merah (bh)Keramik uk. 20x20 cm (m2)Keramik uk. 40x40 cm (m2)Hollow (m)Paku Sekrup (kg)Gypsum Board (m2)Kayu Kamper Samarinda (m3)Paku 10 cm (kg)Lem Kayu (kg)Papan Kayu untuk Daun (m3)Cat Tembok (kg)Cat Plamur Tembok (kg)Cat Plamur Kayu (kg)Amplas (lbr)Plitur Jadi (ltr)Cat Minyak (kg)Thinner B (ltr)Dempul Jadi (kg)Genteng Morando (bh)Genteng Bubungan (bh)Gagang Pintu (bh)Paving Block Warna 8cm (bh)Kaca Polos tebal 5 mm (m2)Engsel Pintu Unilon Standard (bh)Engsel Jendela Unilon (bh)Papan 3x20 cm (lbr)Tripleks 4mm (m3)Papan Kayu Kamper Banjar (m3)Buist Beton 100 cm (m)Plat Beton Penutup T.10 cm tul.8 mm (m3)Batu Koral (m3)Batu Belah (m3)Ijuk (kg)Seng gelombang 180x90x0.3 (lbr)Closet Duduk Warna Standar Lengkap INA (bh)Kran Tembok Sun Eui 0.5" (bh)Pipa PVC 0.5" AW (m)Pipa PVC 2" AW (m)Pipa PVC 3" AW (m)Paku Seng (kg)Saklar Broco Tunggal Standard (bh)Saklar Broco Seri Standard (bh)Stop Kontak Broco (bh)AC (Air Condotioner) panasonic 1.5 pk (bh)Lampu Fitting (bh)Kabel NYM (SNI,SPLN) 3x2.5mm2 (m)MCB 3 fas 10 A (bh)Lampu Downlight 25 watt (bh)Rangka Atap Baja Ringan Union Trust (m2)Closet Jongkok (bh)PekerjaMandorTukang BatuTukang KayuTukang CatTukang BesiKepala TukangOngkos Pembersihan AwalOngkos Pembersihan AkhirOngkos PasangGrass cutterMobil PengangkutGerobakCangkulGolok/ParangSekopPaluSendok SemenGergaji KayuGergaji BesiMeteran KuasKuas RollLinggisTangTang PotongObeng +/-Obeng TespenWaterpassBorlistrikBor tanganEmberTanggaPahat Wadah CatSapupengkiKuncipassKunci RingKunci LedengBenang BangunanMolenSaringan PasirSpidol1PEKERJAAN PERSIAPANa. Pembersihan Site1.000LsRp500,000.0011112211b. Papan Proyek3.000m20.1950.7503.0003.0003.000Rp112,500.001111111c. Pagar Sementara17.000m24.3103.400Rp1,020,000.00232111121d. Bowplank78.000m1.248232222

2PEKERJAAAN TANAHa. Galian Pondasi 186.510m3Rp2,919,712.50Rp270,343.752231b. Galian Pondasi 251.200m3Rp1,728,000.00Rp160,000.002221c. Galian Pondasi Tapak5.460m3Rp184,275.00Rp17,062.50223d. Urugan Tanah Pondasi 141.860m3Rp470,925.00Rp43,604.17222e. Urugan Tanah Pondasi 221.310m3Rp239,737.50Rp22,197.92222f. Urugan Tanah Pondasi Tapak4.516m3Rp50,805.00Rp4,704.17222

3PEKERJAAN PONDASIa. Urugan Pasir Pondasi 13.460m34.152Rp12,975.00Rp1,201.39222b. Urugan Pasir Pondasi 22.150m32.580Rp8,062.50Rp746.53232c. Urugan Pasir Pondasi Tapak0.612m30.734Rp2,295.00Rp212.50222d. Pas. Anstamping Pondasi 110.950m30.08814.235Rp303,041.25Rp42,431.25Rp61,320.00Rp8,760.0022211e. Pas. Anstamping Pondasi 27.020m30.0569.126Rp194,278.50Rp27,202.50Rp39,312.00Rp5,616.0022211f. Pas Anstamping Pondasi Tapak0.332m30.0039.126Rp9,188.10Rp1,286.50Rp1,859.20Rp265.6022211g. Pas. Batu Kali Pondasi 130.240m3436.83439.312Rp4,898,880.00Rp680,400.00Rp2,540,160.00Rp362,880.00222311h. Pas. Batu kali Pondasi 220.720m3294.68326.936Rp3,356,640.00Rp466,200.00Rp1,740,480.00Rp248,640.00232311i. Pas. Batu Kali Pondasi Tapak3.861m350.8735.019Rp625,482.00Rp86,872.50Rp324,324.00Rp46,332.00222211

4PEKERJAAN PEMBETONANa . Beton sloof ( 15/25 )7.360m3342.7014.0553.2220.5594.4167.3600.01514.7201.531Rp1,871,280.00Rp260,360.00Rp141,680.00Rp850,080.00Rp721,280.00Rp237,728.0022322121111b . Ring balk ( 15/25 )5.370m3251.9712.9541.1983.20616.1100.05910.7401.117Rp1,365,322.50Rp189,963.75Rp103,372.50Rp210,504.00Rp526,260.00Rp173,451.0022222121111c . Kolom I ( 15/25 )4.560m3211.6742.5080.3472.70920.5200.1640.6849.1201.272Rp1,446,660.00Rp201,210.00Rp87,780.00Rp526,680.00Rp670,320.00Rp183,768.0022222121111d . Kolom II ( 15/30 )0.480m320.1760.2640.1840.4282.1600.0170.0722.1601.709Rp152,280.00Rp21,180.00Rp9,240.00Rp55,440.00Rp70,560.00Rp19,344.0022222121111e. Sofi-sofi ( 15/25)1.855m390.6810.3908.3480.7420.2787.4200.51637.100Rp588,498.75Rp81,851.88Rp35,708.75Rp214,252.50Rp147,001.86Rp74,756.502222212111111115PEKERJAAN DINDINGa . Pemasangan bata dinding28.644m3203.23712889.800Rp5,800,410.00Rp805,612.50Rp3,007,620.00Rp429,660.003b . Plesteran dinding luar58.500m260.761Rp1,053,000.00Rp146,250.00Rp819,000.00Rp117,000.003 c . Plesteran dinding dalam337.404m2364.386Rp6,073,272.00Rp843,510.00Rp4,723,656.00Rp674,808.003d . Trasram kamar mandi48.400m2584.695Rp871,200.00Rp121,000.00Rp677,600.00Rp96,800.002e . Trasram seluruh bangunan40.800m2493.958Rp734,400.00Rp102,000.00Rp571,200.00Rp81,600.002f . Pas . Keramik dinding ( 20x20 )22.800m230.45622.800Rp923,400.00Rp128,250.00Rp718,200.00Rp102,600.002

6PEKERJAAN LANTAIa . Urugan tanah di bawah lantai98.340m3Rp1,106,325.00Rp34,145.8322221b . Urugan pasir di bawah lantai24.580m329.496Rp92,175.00Rp8,534.7222221c . Pemasangan keramik 40 x 40175.560m222175.560Rp1,975,050.00Rp285,285.00Rp1,536,150.00Rp228,228.0022221d . Pemasangan keramik 20 x 2019.140m2219.140Rp215,325.00Rp31,102.50Rp167,475.00Rp24,882.0022221e . Pemasangan paving blok24.468m21.34624.957Rp275,265.00Rp76,462.50Rp171,276.00Rp122,340.0022221217PEKERJAAN ATAPa . Rangka Atap Baja Ringan249.200m2249.20011b . Penutup atap genteng keramik morando249.200m26230.000Rp2,242,800.00Rp311,500.00Rp249,200.0011c . Pemasangan genteng bubungan13.100m30.223327.500Rp235,800.00Rp32,750.00Rp26,200.0011d . Pemasangan lisplank15.000m0.1500.105Rp47,250.00Rp7,500.00Rp210,000.00Rp30,000.0011

8PEKERJAAN PLAFONDa . Pemasangan rangka hollow233.800m245.4902.338Rp526,050.00Rp87,675.00Rp818,300.00Rp116,900.00b . Plafon gypsum 9mm ( 60 x 60 )242.200m226.64288.161Rp1,089,900.00Rp151,375.00Rp847,700.00Rp121,100.00

9PEKERJAAN PINTU DAN JENDELAa . Pekerjaan kusen pintu1.175m31.2931.4691.175Rp634,500.00Rp88,125.00Rp2,961,000.00Rp423,000.00211b . Pemasangan daun pintu panel11.000m25.5000.440Rp495,000.00Rp68,750.00Rp2,310,000.00Rp330,000.00211d . Pekerjaan kusen jendela1.999m32.1992.4991.999Rp1,079,460.00Rp149,925.00Rp5,037,480.00Rp719,640.00211e . Pemasangan daun jendela7.326m23.6630.293Rp329,670.00Rp45,787.50Rp1,538,460.00Rp219,780.0021f . Pemasangan kaca polos 5mm15.464m215.464Rp104,382.00Rp162,372.0021g . Pemasangan gagang pintu13.000bh13.0001h . Pemasangan engsel pintu26.000bh26.0001i . Pemasangan engsel jendela48.000bh48.0001

10PEKERJAAN PENGECATANa . Pengecatan dinding tembok409.204m2122.76145.01220.460Rp3,461,865.84Rp480,814.70Rp3,437,313.60Rp491,044.802b . Pengecatan langit - langit242.200m272.66026.64212.110Rp2,049,012.00Rp284,585.00Rp2,034,480.00Rp290,640.002c . Pengecatan kusen pintu dan jendela36.646m22.93212.826Rp372,689.82Rp60,923.98Rp523,304.88Rp74,757.842d . Pengecatan kayu lisplank3.000m20.3300.3001.0500.2400.225Rp25,380.00Rp4,500.00Rp39,480.00Rp5,640.002

11PEKERJAAN SANITASIb . Pemasangan keran air7.000bh7.000Rp56,070.00Rp21,000.001c . Pemasangan closet duduk1.000bh1.0001.000Rp45,000.00Rp20,000.00Rp15,000.001d . Pipa air bersih 0,5 "61.800m20.579Rp1,075,320.001e . Pipa air kotor 2 "49.800m16.583Rp866,520.001f . Pipa air kotor padat 3 "42.000m13.986Rp730,800.001

12PEKERJAAN SEPTICTANK DAN REMBESANASEPTICTANK Galian septictank3.661m3Rp123,558.75Rp11,440.63 urugan pasir septictank1.047m3Rp3,926.25Rp363.54 badan septictank ( beton )13.135m313.135Rp82,750.50Rp77,168.13 tutup septictank ( beton )0.087m30.044Rp549.36Rp512.30

BREMBESAN Galian rembesan2.730m3Rp92,137.50Rp8,531.25 Pasangan batu belah0.508m30.660Rp38,100.00 pasangan koral0.270m30.1080.0020.142Rp20,250.00 urugan pasir0.500m3Rp1,875.00Rp173.61 pasangan ijuk0.417m31.126Rp31,275.00 urugan tanah0.461m3Rp5,186.25Rp480.21

13PEKERJAAN INSTALASI LISTRIKa . Pemasangan lampu downlight6.000bh6.000Rp30,600.0041b . Pemasangan lampu fitting17.000bh17.000Rp86,700.0041d . Saklar tunggal5.000bh5.000Rp37,500.0041e . Saklar ganda5.000bh5.000Rp37,500.0041f . Stop kontak9.000bh9.000Rp67,500.0041g . Pemasangan ac1.000bh1.000Rp100,500.0041h . Pemasangan panel listrik1.000bh4.000Rp200,100.0041I . Pemasangan kabel89.000m89.000Rp186,900.00

14PEKERJAAN PEMBERSIHAN AKHIRa . Pembersihan Akhir1.000LsRp350,000.0022

TOTAL36936.96231.5987.2029.781106.9762.4930.18410.3310.42854.4981.1921.03445.0606.1453.00037.10012889.80041.940175.560245.49028.98088.1613.4913.96812.3370.733195.42171.6540.33035.80212.8261.0503.2400.2256230.000327.50013.00024.95715.46426.00048.0001.2483.0000.10513.1350.0440.1420.6601.12624.3101.0007.00020.57916.58313.9863.4005.0005.0009.0001.00017.00089.0004.0006.000249.2001.000Rp52,652,973.87Rp7,075,065.18Rp17,477,413.45Rp14,076,268.50Rp6,034,578.48Rp3,801,421.86Rp6,352,361.74Rp500,000.00Rp350,000.00Rp4,642,065.00

BAHAN ALATMATRIKS

NOJENIS PEKERJAANQUANTITYSATUANBAHAN1PEKERJAAN PERSIAPANSemen PortlandPasir UrugPasir PasangPasir BetonBatu Pecah/Split 2-3 cmBatu Kali BelahBesi Beton 6Besi Beton 8Besi Beton 10Besi Beton 12Kawat BetonKayu Kelas IIIKayu Kamper SamarindaKayu Kelas II BalokPapan uk. 3x20 cmPaku 5cm-12cmTripleks 9mmDolken kayu galam (8-10)cm, panjang 4mBatu Bata MerahKeramik uk. 20x20 cmMarmer uk. 30x30 cmHollowPaku SekrupGypsum BoardCalsiboardKayu KusenPaku 10 cmPaku 1-2,5 cmLem KayuPapan Kayu Kamper Banjar untuk DaunTaekwood 4mm(90x220)Cat TembokCat Plamur TembokCat Plamur KayuAmplasPlitur JadiCat MinyakThinner BDempul JadiGenteng Morando Genteng BubunganKunci 2 Slaag ROYALPaving Blok Warna 6cmKaca Polos tebal 5 mmEngsel Pintu Unilon StandardEngsel Jendela UnilonBatu CandiBesi PolosTripleks 4mmPapan Kayu Kamper Banjar Buist Beton 100 cmPlat Beton Penutup T.10 cm tul.8 mmBatu KoralBatu Belah InjukPengecatan Cat MinyakSeng gelombang 180x90x0.03Kait Angin uk.10-20 cm (lokal) kuninganCloset Duduk Warna Standar Lengkap INAKran Tembok Sun Eui 0.5"Pipa PVC 0.5" AWPipa PVC 2" AWPipa PVC 3" AWPaku SengSaklar Broco Tunggal StandardSaklar Broco Seri StandardStop Kontak BrocoAC (Air Condotioner) Kabel NYM (SNI,SPLN) 3x2.5mm2MCB 3 fas 10 AFuse Box 3 groupBaret IDB 185 Cylinder Jeruk PL 11 WSL 15 Watt + Exhaus FanMesin Jet PampBor Sumur + PipaList Plank 2/20Pemasangan genteng bubunganKayu Kelas I (Kayu Jati)Kaso 5/7SeptictankPekerjaMandorTukang BatuTukang KayuTukang CatTukang BesiKepala TukangOngkos PasangGrass CutterTukang Gali SumurOngkos Pembersihan SiteMobil PengangkutGerobakCangkulGolok / ParangSekopPaluSendok SemenGergaji KayuGergaji BesiMeteranKuasKuas RollLinggisTangTang Potongobeng + / -Obeng TespenBor ListrikBor TanganEmberTanggaPahatWadah CatSapuPengkiKunci PassKunci RingKunci InggrisKunci LedengBenang BangunanMolenSaringan PasirSpidola. Pembersihan Site1.000Lsb. Papan Proyek3.000m2c. Pagar Sementara17.000md. Bowplank78.000m

2PEKERJAAAN TANAHa. Galian Pondasi 186.510m3b. Galian Pondasi 251.200m3c. Galian Pondasi Tapak5.460m3d. Urugan Tanah Pondasi 141.860m3e. Urugan Tanah Pondasi 221.310m3f. Urugan Tanah Pondasi Tapak4.516m3

3PEKERJAAN PONDASIa. Urugan Pasir Pondasi 13.460m3b. Urugan Pasir Pondasi 22.150m3c. Urugan Pasir Pondasi Tapak0.612m3d. Pas. Anstamping Pondasi 110.950m3e. Pas. Anstamping Pondasi 27.020m3f. Pas Anstamping Pondasi Tapak0.332m3g. Pas. Batu Kali Pondasi 130.240m3h. Pas. Batu kali Pondasi 220.720m3i. Pas. Batu Kali Pondasi Tapak3.861m3

4PEKERJAAN PEMBETONANa . Beton sloof ( 15/25 )7.360m3b . Ring balk ( 15/25 )5.370m3c . Kolom I ( 15/25 )4.560m3d . Kolom II ( 15/30 )0.480m3e. Sofi-sofi ( 15/20 )1.855m3

5PEKERJAAN DINDINGa . Pemasangan bata dinding28.644m3b . Plesteran dinding luar58.500m2c . Plesteran dinding dalam337.404m2d . Trasram kamar mandi48.400m2e . Trasram seluruh bangunan40.800m2f . Pas . Keramik dinding ( 20x20 )22.800m2

6PEKERJAAN LANTAIa . Urugan tanah di bawah lantai98.340m3b . Urugan pasir di bawah lantai24.580m3c . Pemasangan keramik 40 x 40175.560m2d . Pemasangan keramik 20 x 2019.140m2e . Pemasangan paving blok24.468m2

7PEKERJAAN ATAPa . Rangka Atap Baja Ringan249.200m2b . Penutup atap genteng keramik morando249.200m2c . Pemasangan genteng bubungan13.100md . Pemasangan lisplank15.000m

8PEKERJAAN PLAFONDa . Pemasangan rangka hollow233.800mb . Plafon gypsum 9mm ( 60 x 60 )242.200m2

9PEKERJAAN PINTU DAN JENDELAa . Pekerjaan kusen pintu1.175m3b . Pemasangan daun pintu panel11.000m2d . Pekerjaan kusen jendela1.999m3e . Pemasangan daun jendela7.326m2f . Pemasangan kaca polos 5mm15.464m2g . Pemasangan gagang pintu13.000bhh . Pemasangan engsel pintu26.000bhi . Pemasangan engsel jendela48.000bh

10PEKERJAAN PENGECATANa . Pengecatan dinding tembok409.204m2b . Pengecatan langit - langit242.200m2c . Pengecatan kusen pintu dan jendela36.646m2d . Pengecatan kayu lisplank3.000m2

11PEKERJAAN SANITASIa . Pemasangan keran air7.000bhb . Pemasangan closet duduk1.000bhc . Pipa air bersih 0,5 "61.800md . Pipa air kotor 2 "49.800me . Pipa air kotor padat 3 "42.000m

12PEKERJAAN SEPTICTANK DAN REMBESANASEPTICTANK a. Galian septictank3.661m3 b. urugan pasir septictank1.047m3 c. badan septictank ( beton )13.135m3 d. tutup septictank ( beton )0.087m3

BREMBESANa. Galian rembesan2.730m3b. Pasangan batu belah0.508m3c. pasangan koral0.270m3d. urugan pasir0.500m3e. pasangan ijuk0.417m3 f. urugan tanah0.461m3

13PEKERJAAN INSTALASI LISTRIKa . Pemasangan lampu downlight6.000bhb . Pemasangan lampu fitting17.000bhd . Saklar tunggal5.000bhe . Saklar ganda5.000bhf . Stop kontak9.000bhg . Pemasangan ac1.000bhh . Pemasangan panel listrik1.000bhI . Pemasangan kabel89.000m

14PEKERJAAN PEMBERSIHAN AKHIRa. Pembersihan Akhir1Ls

TOTALMANAJEMEN 5%

RESIKO 3%

JASA 2%

PPN 10%

PEMBULATAN

Sheet1

Sheet2