HARGA HARGA JUMLAHSATUAN UPAH BAHAN HARGA

.Rp .Rp .Rp .Rp1 1M Pekerjaan Bouwplank

0.005 3M . Kayu Papan Kls III 1,350,000.00 - 6,750.00 0.005 3M Kayu Balok Kls III 1,050,000.00 - 5,250.00 0.020 Kg Paku 15,000.00 - 300.00 0.125 Hr Tukang 45,000.00 5,625.00 -0.005 Hr Kepala Tukang 47,500.00 237.50 -0.075 Hr Pekerja 35,000.00 2,625.00 -0.015 Hr Mandor 55,000.00 825.00 -

9,312.50 12,300.00 21,612.50

1 3M Galian Tanah Biasa0.750 Hr Pekerja 35,000.00 26,250.00 -0.040 Hr Mandor 55,000.00 2,200.00 -

28,450.00 - 28,450.00

1 3M Timbunan Sub Base Kembali Dipadatkan1.200 3M Sub Base 100,000.00 - 120,000.00 1.000 Ls Pemadatan 8,500.00 1.000 Ls Angkutan 10,000.00 - 10,000.00 0.150 Hr Pekerja 35,000.00 5,250.00 -0.018 Hr Mandor 55,000.00 990.00 -

6,240.00 130,000.00 136,240.00

1 3M Urugan Tanah Kembali Dipadatkan1.000 Ls Pemadatan 3,000.00 - 3,000.00 1.000 Ls Angkutan 9,000.00 - 9,000.00 0.400 Hr Pekerja 35,000.00 14,000.00 -0.025 Hr Mandor 55,000.00 1,375.00 -

15,375.00 12,000.00 27,375.00

1 3M Urugan Pasir1.200 3M pasir Urug 90,000.00 - 108,000.00 0.300 Hr Pekerja 35,000.00 10,500.00 -0.037 Hr Mandor 55,000.00 2,035.00 -

12,535.00 108,000.00 120,535.00

1 3M 1:4Pasang batu belah1.100 3M Batu belah 185,000.00 - 203,500.00 3.100 Zak 50 Semen @ Kg 54,000.00 - 167,400.00 0.523 3M Pasir Pasang 132,500.00 - 69,300.15 0.900 Hr Tukang 45,000.00 40,500.00 -0.120 Hr Kepala Tukang 47,500.00 5,700.00 -2.900 Hr Pekerja 35,000.00 101,500.00 -0.180 Hr Mandor 55,000.00 9,900.00 -

157,600.00 440,200.15 597,800.15

1 2M 1:4Pasang dinding bata95.000 Bh Batu bata 370.00 - 35,150.00 0.250 Zak 50 Semen @ Kg 54,000.00 - 13,500.00 0.075 3M Pasir Pasang 132,500.00 - 9,937.50 0.325 Hr Tukang 45,000.00 14,625.00 -0.025 Hr Kepala Tukang 47,500.00 1,187.50 -0.400 Hr Pekerja 35,000.00 14,000.00 -0.015 Hr Mandor 55,000.00 825.00 -

30,637.50 58,587.50 89,225.00

1 M' + Pekerjaan Plester Acian Atas Bak Makan0.300 Zak 50 Semen @ Kg 54,000.00 - 16,200.00 0.012 3M Pasir Pasang 132,500.00 - 1,625.00 0.300 Hr Tukang 45,000.00 13,500.00 -0.030 Hr Kepala Tukang 47,500.00 1,425.00 -0.020 Hr Pekerja 35,000.00 700.00 -0.010 Hr Mandor 55,000.00 550.00 -

16,175.00 17,825.00 34,000.00

1 M' Pekerjaan Acian Dalam Bak Makan0.168 Zak 50 Semen @ Kg 54,000.00 - 9,075.00 0.150 Hr Tukang 45,000.00 6,750.00 -0.030 Hr Kepala Tukang 47,500.00 1,425.00 -0.020 Hr Pekerja 35,000.00 700.00 -0.010 Hr Mandor 55,000.00 550.00 -

9,425.00 9,075.00 18,500.00

10 M' 3"Saluran Pipa Air Minum Pipa PVC 10.000 M' 3/4"Pipa PVC 30,000.00 - 300,000.00 1.000 Ls & Alat Bantu Accessories 15,000.00 - 15,000.00 3.750 Hr Tukang 45,000.00 168,750.00 - 0.375 Hr Kepala tukang 47,500.00 17,812.50 - 0.250 Hr Pekerja 35,000.00 8,750.00 - 0.110 Hr Mandor 55,000.00 6,050.00 -

201,362.50 315,000.00 516,362.50 1 = 0.1 .Unt M' x Anl 51,636.25

10 M' 3/4"Saluran Pipa Air Minum Pipa PVC 10.000 M' 3/4"Pipa PVC 10,000.00 - 100,000.00 1.000 Ls & Alat Bantu Accessories 2,500.00 - 2,500.00 3.750 Hr Tukang 45,000.00 168,750.00 - 0.375 Hr Kepala tukang 47,500.00 17,812.50 - 0.250 Hr Pekerja 35,000.00 8,750.00 - 0.110 Hr Mandor 55,000.00 6,050.00 -

201,362.50 102,500.00 303,862.50 1 = 0.1 .Unt M' x Anl 30,386.25

1 2M / Begisting Cetakan Beton0.003 3M . Kayu Kls III 1,350,000.00 - 4,050.00 0.400 Lbr 18 Block board mm 200,000.00 - 80,000.00 0.100 Kg Paku 15,000.00 - 1,500.00 0.250 Hr Tukang 45,000.00 11,250.00 -0.300 Hr Kepala Tukang 47,500.00 14,250.00 -0.150 Hr Pekerja 35,000.00 5,250.00 -0.010 Hr Mandor 55,000.00 550.00 -

31,300.00 85,550.00 116,850.00 58 %Dihitung 66,855.73

1 Kg ( / )Pembesian Besi Beton Sleeve1.050 Kg Besi Beton 7,700.00 - 8,085.00 0.095 Kg Kawat Beton 14,000.00 - 1,330.00 1.000 Ls Peralatan 64.50 - 64.50 0.025 Hr Tukang 45,000.00 1,125.00 -0.006 Hr Kepala Tukang 47,500.00 285.00 -0.012 Hr Pekerja 35,000.00 420.00 -0.005 Hr Mandor 55,000.00 275.00 -

2,105.00 9,479.50 11,584.50

1 2M ( )Pembesian Besi BRC1.050 2m Besi BRC 28,500.00 - 29,925.00 1.000 Ls Alat Bantu 2,060.00 - 2,060.00 0.100 Hr Tukang 45,000.00 4,500.00 -0.020 Hr Kepala Tukang 47,500.00 950.00 -0.025 Hr Pekerja 35,000.00 875.00 -0.002 Hr Mandor 55,000.00 110.00 -

6,435.00 31,985.00 38,420.00

1 3M .100Beton K0.880 3M Split 240,000.00 - 211,200.00 0.540 3M pasir Cor 137,500.00 - 74,250.00 4.000 Zak 50 Semen @ Kg 54,000.00 - 216,000.00 1.000 Ls Peralatan 830.00 - 830.00 1.000 Hr Tukang 45,000.00 45,000.00 -0.100 Hr Kepala Tukang 47,500.00 4,750.00 -3.750 Hr Pekerja 35,000.00 131,250.00 -0.144 Hr Mandor 55,000.00 7,920.00 -

188,920.00 502,280.00 691,200.00

1 3M .225Beton K0.875 3M Split 240,000.00 - 210,000.00 0.625 3M pasir Cor 137,500.00 - 85,937.50 6.200 Zak 50 Semen @ Kg 54,000.00 - 334,800.00 1.000 Ls Peralatan 3,592.50 - 3,592.50 1.100 Hr Tukang 45,000.00 49,500.00 -0.200 Hr Kepala Tukang 47,500.00 9,500.00 -3.429 Hr Pekerja 35,000.00 120,000.00 -0.144 Hr Mandor 55,000.00 7,920.00 -

186,920.00 634,330.00 821,250.00 ###

1 3M .300Beton K0.700 3M Split 240,000.00 - 168,000.00 0.620 3M pasir Cor 137,500.00 - 85,250.00 8.200 Zak 50 Semen @ Kg 54,000.00 - 442,800.00 1.000 Ls Peralatan 3,030.00 - 3,030.00 1.100 Hr Tukang 45,000.00 49,500.00 -0.200 Hr Kepala Tukang 47,500.00 9,500.00 -4.200 Hr Pekerja 35,000.00 147,000.00 -0.144 Hr Mandor 55,000.00 7,920.00 -

213,920.00 699,080.00 913,000.00

1 Kg / Kolom Baja IWF Plat Tapak1.050 Kg Besi IWF 8,150.00 - 8,557.50 1.000 Ls & Asesories peralatan 200.00 - 200.00 1.000 Ls Las 155.51 - 155.51 0.035 Hr Tukang 45,000.00 1,575.00 -0.055 Hr Pekerja 35,000.00 1,925.00 -0.011 Hr Mandor 55,000.00 605.00 -

4,105.00 8,913.01 13,018.01

1 Kg - .60.60.6Kuda kuda Baja Siku L1.050 Kg Siku 8,250.00 - 8,662.50 1.000 Ls & Asesories peralatan 200.00 - 200.00 1.000 Ls Las 200.00 - 200.00 0.035 Hr Tukang 45,000.00 1,575.00 -0.059 Hr Pekerja 35,000.00 2,065.00 -0.011 Hr Mandor 55,000.00 605.00 -

4,245.00 9,062.50 13,307.50

1 Kg Pekerjaan Gording Baja CNP1.035 Kg Besi CNP 8,850.00 - 9,159.75 1.000 Ls & Asesories peralatan 450.00 - 450.00 1.000 Ls Las 100.00 - 100.00 0.025 Hr Tukang 45,000.00 1,125.00 -0.050 Hr Pekerja 35,000.00 1,750.00 -0.010 Hr Mandor 55,000.00 550.00 -

3,425.00 9,709.75 13,134.75

10 M' - 3" = 4.05 Pipa Besi Tiang Light A Ø T mm 10.000 M' 3" = 4.05Pipa Besi Ø t 115,000.00 - 1,150,000.00 0.150 Kg 10 Besi Beugel Ø mm 7,700.00 - 1,155.00 1.000 Ls & Alat Bantu Las 1,500.00 - 1,500.00 5.500 Hr Tukang 45,000.00 247,500.00 - 0.550 Hr Kepala tukang 47,500.00 26,125.00 - 2.000 Hr Pekerja 35,000.00 70,000.00 - 0.175 Hr Mandor 55,000.00 9,625.00 -

353,250.00 1,152,655.00 1,505,905.00 .a 1 = 0.1 .Untuk M' x Anl 149,965.70 .b 1 = 0.18 .Untuk Kg' x Anl a 22,494.86

10 M' 3" = 2.9 Pipa Besi Railing SIO Ø T mm 10.000 M' 3" = 2.9 Pipa Besi Ø t 90,000.00 - 900,000.00 0.150 Kg 10 Besi Beugel Ø mm 7,700.00 - 1,155.00 1.000 Ls & Alat Bantu Las 1,500.00 - 1,500.00 5.000 Hr Tukang 45,000.00 225,000.00 - 0.500 Hr Kepala tukang 47,500.00 23,750.00 - 1.750 Hr Pekerja 35,000.00 61,250.00 - 0.175 Hr Mandor 55,000.00 9,625.00 -

319,625.00 902,655.00 1,222,280.00 .a 1 = 0.1 .Untuk M' x Anl 119,966.78 .b 1 = 0.18 .Untuk Kg' x Anl a 17,995.02

1 2M Atap Asbes Gelombang Mini1.050 2M Asbes 24,000.00 - 25,200.00 0.289 Bh Paku Asbes 15,000.00 - 4,335.00 0.167 Hr Tukang 45,000.00 7,500.00 -0.020 Hr Kepala Tukang 47,500.00 950.00 -0.014 Hr Pekerja 35,000.00 490.00 -0.010 Hr Mandor 55,000.00 550.00 -

9,490.00 29,535.00 39,025.00

1 M' Nok Asbes1.100 M' Nok Asbes 22,500.00 - 24,750.00 0.282 Bh Paku Asbes 15,000.00 - 4,225.00 0.167 Hr Tukang 45,000.00 7,500.00 -0.020 Hr Kepala Tukang 47,500.00 950.00 -0.015 Hr Pekerja 35,000.00 525.00 -0.010 Hr Mandor 55,000.00 550.00 -

9,525.00 28,975.00 38,500.00

1 2M Pekerjaan Pengecatan Besi0.150 Kg Cat Besi 75,000.00 - 11,250.00 0.150 Kg Meni Besi 35,000.00 - 5,250.00 0.150 Ltr Thinner 7,500.00 - 1,125.00 0.050 Lbr Amplas 3,000.00 - 150.00 1.000 Bh Kuas 17,500.00 - 17,500.00 0.020 Hr Tukang 45,000.00 900.00 -0.002 Hr Kepala Tukang 47,500.00 109.25 -0.070 Hr Pekerja 35,000.00 2,450.00 -0.007 Hr Mandor 55,000.00 385.00 -

.a 1 = 0.1 .Untuk M' x Anl 3,844.25 35,275.00 39,119.25

.b 1 = 0.02 .Untuk Kg' x Anl a 760.00

1 Unit . 1Pek Pasang Pintu Type 25.400 M' 2.5" Pipa Besi Ø 75,000.00 - 1,905,000.00 22.700 M' 2" Pipa Besi Ø 54,000.00 - 1,225,800.00

3.300 Kg = 8 Plat Baja t mm 8,250.00 - 27,225.00 4.000 Bh 24Baut M 65,000.00 - 260,000.00 0.600 M' . 40 1" Pipa Sch Ø 60,000.00 - 36,000.00 8.620 Kg 10 Besi Beugel Ø mm 7,700.00 - 66,374.00 3.000 M' 10 Rantai Ø mm 45,000.00 - 135,000.00 8.600 Hr Tukang 45,000.00 387,000.00 -1.750 Hr Kepala Tukang 47,500.00 83,125.00 -6.200 Hr Pekerja 35,000.00 217,000.00 -0.088 Hr Mandor 55,000.00 4,840.00 -

691,965.00 3,655,399.00 4,347,364.00

1 Unit . 2 3Pek Pasang Pintu Type dan 12.700 M' 2.5" Pipa Besi Ø 75,000.00 - 952,500.00 11.350 M' 2" Pipa Besi Ø 54,000.00 - 612,900.00

1.650 Kg = 8 Plat Baja t mm 8,250.00 - 13,612.50 2.000 Bh 24Baut M 65,000.00 - 130,000.00 0.300 M' . 40 1" Pipa Sch Ø 60,000.00 4.310 Kg 10 Besi Beugel Ø mm 7,700.00 1.500 M' 10 Rantai Ø mm 45,000.00

4.800 Hr Tukang 45,000.00 216,000.00 - 1.200 Hr Kepala Tukang 45,000.00 54,000.00 - 2.490 Hr Pekerja 47,500.00 118,275.00 - 0.073 Hr Mandor 35,000.00 2,555.00 -

390,830.00 1,709,012.50 2,099,842.50

1 2m . Pek Pasang Keramik 1.100 dus 20/20keramik 67,000.00 - 73,700.00 0.240 sak portland semen 54,000.00 - 12,960.00

0.032 3m Pasir pasang 145,000.00 - 4,640.00 0.018 sak semen putih 95,000.00 - 1,710.00 0.300 hr tukang 45,000.00 0.026 hr kepala tukang 47,500.00 0.500 hr pekerja 35,000.00

0.025 hr mandor 55,000.00 1,375.00 -1,375.00 93,010.00 94,385.00

harga belum dikonversi ke upah dan bahan ke aceh .masih kemungkinan perubahan

gambar belum fix masih perlu perencanaan dan perhitungan di konsultan ( ) apabila gambar telah fix ok maka perlu perhitungan

ulang rab

rab dibuat hanya berdasrkan perhitungan global dari proyek proyek yang telah ada .material mengacu ke pabrikator lokal

harga baja bisa berbeda beda tergantung sfesifikasi yang dipakai