rab type 36

PT. KALTIM CIPTAYASA BONTANG - KALIMANTAN TIMUR INDONESIA

RENCANA ANGGARAN BIAYA

PROYEK BTN - PKT JL.GAJAH

PEKERJAAN RUMAH TIPE 45

LOKASI BTN-PKT

ANGGARAN PELAKSANAAN PEKERJAANProyek Pekerjaan Lokasi Tahun : : : : BTN-PKT JL.Gajah Rumah Tipe 45 BTN-PKT JL.Gajah 2011

NO.I. II III IV V VI VII VIII IX X XI XII XIII XIV PEKERJAAN PERSIAPAN PEKERJAAN TANAH

URAIAN

JUMLAH (Rp.)2,797,661.25 430,773.23 27,650,722.51 23,936,094.21 6,834,240.00 3,905,258.37 15,193,786.09 7,372,214.96 2,865,240.00 8,928,139.22 3,634,000.00 903,273.32 2,117,500.00 288,000.00

PEKERJAAN PONDASI DAN BETON PEKERJAAN PASANGAN PEKERJAAN KUSEN PINTU DAN JENDELA PEKERJAAN LANTAI DAN DINDING KERAMIK PEKERJAAN ATAP PEKERJAAN PLAFOND PEKERJAAN ALAT GANTUNG PEKERJAAN PENGECATAN PEKERJAAN SANITAIR DAN SALURAN PEKERJAAN CARPORT & FINISHING PEKERJAAN INSTALASI LISTRIK PEKERJAAN PEMBERSIHAN

Jumlah harga per unit rumah Harga per M2

106,856,903.16 2,968,247.31

Terbilang : seratus enam juta delapan ratus lima puluh enam ribu sembilan ratus tiga rupiah.

Site Manager

Project Control

Menyetujui, Project Director

RENCANA ANGGARAN BIAYAProyek Pekerjaan Lokasi Tahun : BTN-PKT JL.Gajah : Rumah Tipe 45 : BTN-PKT JL.Gajah : 2011PERKIRAAN KUANTITAS HARGA BAHAN ( Rp ) HARGA UPAH ( Rp ) HARGA SATUAN ( Rp ) JUMLAH HARGA ( Rp )

NO

URAIAN PEKERJAAN

SATUAN

KOEFISIEN

I. 1.1

PEKERJAAN PERSIAPAN Pembersihan Lokasi Balok Meranti Paku biasa Pekerja Tukang Kepala Tukang Mandor M2 M3 Kg HO HO HO HO Ls Ls Ls Ls 1.000 1.000 0.008 0.025 0.010 0.005 0.001 0.000 90.000 0.675 2.250 0.900 0.450 0.090 0.009 1.000 1.000 1.000 1.000 400,000.00 320,000.00 2,900,000.00 16,340.00 56,875.00 70,000.00 78,750.00 23,085.13 21,750.00 408.50 568.75 350.00 7.88 320,000.00 320,000.00 400,000.00 400,000.00 2,077,661.25 1,957,500.00 36,765.00 51,187.50 31,500.00 708.75 320,000.00 320,000.00 400,000.00 400,000.00 2,797,661.25 M3 HO HO M3 HO HO M3 M3 HO HO M3 HO HO 0.220 0.022 1.100 0.300 0.010 0.220 0.022 0.660 0.066 2.205 1.455 0.146 1.103 0.243 0.024 2.269 2.495 0.681 0.023 6.577 1.447 0.145 56,875.00 78,750.00 74,800.00 56,875.00 78,750.00 56,875.00 78,750.00 56,875.00 78,750.00 42,735.00 37,537.50 5,197.50 14,245.00 12,512.50 1,732.50 100,130.00 82,280.00 17,062.50 787.50 14,245.00 12,512.50 1,732.50 94,230.68 82,770.19 11,460.49 15,705.11 13,795.03 1,910.08 227,154.92 186,660.41 38,707.99 1,786.52 93,682.53 82,288.71 11,393.82 430,773.23

1.2 1.3

Uitzet / Pasang Bowplank Pasang Bouwplank Fasilitas Air Kerja dan Listrik Kerja Air Kerja dan Listrik Kerja

Sub Jumlah I II. 2.1 PEKERJAAN TANAH Galian tanah Pekerja Mandor 2.2 Urugan Tanah kembali dipadatkan Pekerja Mandor 2.3 Urugan Pasir bawah lantai t : 10 cm, dipadatkan Pasir urug Pekerja Mandor 2.4 Perataan dan Pemadatan Pekerja Mandor Sub Jumlah II

NO III. 3.1

URAIAN PEKERJAAN PEKERJAAN PONDASI DAN BETON Lantai Kerja Beton K-100 tebal 5 cm Batu Split 1 - 2 (Koral Ex. Palu) Semen PC per kg Pasir Beton Ex Palu Pekerja Tukang Kepala Tukang Mandor

SATUAN

KOEFISIEN

PERKIRAAN KUANTITAS

HARGA BAHAN ( Rp )

HARGA UPAH ( Rp )

HARGA SATUAN ( Rp ) 853,943.75

JUMLAH HARGA ( Rp ) 313,824.33 102,695.67 107,354.10 60,540.48 34,487.58 6,431.25 2,315.25 2,587,256.65 1,321,501.50 13,500.00 788,336.10 35,484.71 76,110.36 8,326.60 5,854.64 150,800.00 23,529.60 3,360.00 76,781.25 81,900.00 1,771.88 11,250,000.00 9,900,000.00 1,350,000.00 973,849.93 225,298.17 322,890.15 125,501.98 60,173.15 6,074.43

M3 M3 Kg M3 HO HO HO HO M3 M3 M3 Kg Kg Kg HO HO HO HO M2 M3 Kg Lt HO HO HO HO Titik jam M3 M3 Kg M3 HO HO 0.905 311.000 0.511 1.366 0.112 1.100 1.000 110.140 0.617 0.015 0.009 0.001 0.001 0.001 4.444 0.007 0.240 0.080 0.225 0.195 0.020 0.004 1.000 1.000 0.870 218.000 0.520 1.650 0.250 0.025 0.080

0.368 0.320 80.115 0.191 0.606 0.092 0.009 0.029 1.350 1.485 1.350 91.667 2.230 1.338 0.119 0.104 0.074 0.040 1.440 0.480 1.350 1.170 0.117 0.023 60.000 60.000 30.000 0.775 0.701 240.963 0.396 1.058 0.087 321,200.00 1,340.00 316,800.00 56,875.00 70,000.00 140,000.00 25,000.00 45,000.00 889,900.00 8,600.00 15,910.00 3,770,000.00 16,340.00 7,000.00 10,000.00 56,875.00 70,000.00 78,750.00 56,875.00 70,000.00 78,750.00 321,200.00 1,340.00 316,800.00 56,875.00 70,000.00 78,750.00

279,444.00 292,120.00 164,736.00 93,843.75 17,500.00 6,300.00 1,916,486.40 978,890.00 10,000.00 583,952.66 26,284.97 56,378.05 6,167.85 4,336.77 111,703.70 17,429.33 2,488.89 56,875.00 60,666.67 1,312.50 210,000.00 165,000.00 45,000.00 1,256,904.92 290,782.36 416,740.00 161,979.84 77,662.81 7,840.00

3.2

Pondasi beton K-125 + Tulangan + Begisting Concrete ready mix K125 Upah Pengecoran (Concrete Ready Mix) Besi beton (3.7) Besi Tulangan Kawat Beton/Bendrat Pekerja Tukang Kepala Tukang Mandor Pekerjaan Begisting (3.3) Balok Meranti Paku biasa Minyak Begisting Pekerja Tukang Kepala Tukang Mandor

3.3

Pancang Ulin 10 x 10 - 4 m Kayu Ulin 10x10 - 4 m Alat bantu

3.4

Pelat kanopi & meja dapur beton K-125 + Tul. + Begisting Batu Split 1 - 2 (Koral Ex. Palu) Semen PC per kg Pasir Beton Ex Palu Pekerja Tukang

NO Mandor

URAIAN PEKERJAAN

SATUAN HO M3 Kg Kg Kg HO HO HO HO M2 M3 Kg Lt M3 Lbr Btg HO HO HO HO M3 M3 M3 Kg Kg Kg HO HO HO HO M2 M3 Kg Lt M3 Lbr Btg

KOEFISIEN 0.680 1.000 20.820 0.617 0.015 0.009 0.001 0.001 0.001 1.117 0.002 0.360 0.180 0.002 0.611 0.600 0.208 0.215 0.021 0.004 1.100 1.000 169.880 0.617 0.015 0.009 0.001 0.001 0.001 8.889 0.001 0.360 0.180 0.003 0.075 1.200

PERKIRAAN KUANTITAS 0.527 0.775 9.945 0.242 0.145 0.013 0.011 0.008 0.002 0.311 0.156 0.002 0.528 0.519 0.180 0.186 0.019 0.003 0.853 0.938 0.853 89.294 2.173 1.304 0.116 0.101 0.072 0.007 2.728 1.364 0.023 0.568 9.094

HARGA BAHAN ( Rp ) 8,600.00 15,910.00 2,900,000.00 16,340.00 7,000.00 2,900,000.00 75,000.00 8,000.00 889,900.00 8,600.00 15,910.00 2,900,000.00 16,340.00 7,000.00 2,900,000.00 75,000.00 8,000.00

HARGA UPAH ( Rp ) 78,750.00 10,000.00 56,875.00 70,000.00 78,750.00 56,875.00 70,000.00 78,750.00 10,000.00 56,875.00 70,000.00 78,750.00 -

HARGA SATUAN ( Rp ) 53,550.00 10,000.00 110,385.56 4,968.69 10,657.24 1,165.92 819.79 7,772.00 6,568.68 1,407.00 7,772.00 51,153.16 5,360.00 13,210.17 16,766.75 342.96 2,573,985.15 978,890.00 10,000.00 900,686.77 40,541.86 86,957.33 9,513.28 6,689.03 23,200.00 52,288.00 11,200.00 77,333.33 50,000.00 85,333.33

JUMLAH HARGA ( Rp ) 41,490.54 7,748.00 85,526.73 3,849.74 8,257.23 903.35 635.17 6,021.75 5,089.41 1,090.14 6,021.75 39,633.47 4,152.93 10,235.24 12,990.88 265.72 2,194,592.61 834,606.51 8,526.05 767,930.05 34,566.19 74,140.25 8,111.07 5,703.10 19,780.44 44,581.01 9,549.18 65,934.79 42,630.25 72,755.63

Upah Pengecoran (Concrete Ready Mix) Besi beton (3.7) Besi Tulangan Kawat Beton/Bendrat Pekerja Tukang Kepala Tukang Mandor Pekerjaan Begisting (3.4) Balok Meranti Paku biasa Minyak Begisting Balok Meranti Plywood 6 mm Dolken Kayu Gelam Pekerja Tukang Kepala Tukang Mandor 3.5 Kolom beton K-125+ Tulangan + Begisting Concrete ready mix K125 Upah Pengecoran (Concrete Ready Mix) Besi beton (3.7) Besi Tulangan Kawat Beton/Bendrat Pekerja Tukang Kepala Tukang Mandor Pekerjaan Begisting (3.5) Balok Meranti Paku biasa Minyak Begisting Balok Meranti Plywood 6 mm Dolken Kayu Gelam

NO Pekerja Tukang Kepala Tukang Mandor 3.6

URAIAN PEKERJAAN

SATUAN HO HO HO HO M3 M3 M3 Kg Kg Kg HO HO HO HO M2 M3 Kg Lt M3 Lbr Btg HO HO HO HO M3 M3 Kg M3 HO HO HO HO M3 Kg Kg Kg

KOEFISIEN 0.208 0.215 0.021 0.004 1.100 1.000 120.735 0.617 0.015 0.009 0.001 0.001 0.001 10.050 0.002 0.360 0.180 0.002 0.611 0.600 0.208 0.215 0.021 0.004 0.870 218.000 0.520 1.650 0.250 0.025 0.080 1.000 7.454 0.617 0.015

PERKIRAAN KUANTITAS 1.576 1.626 0.163 0.030 2.964 3.260 2.964 220.620 5.368 3.221 0.286 0.251 0.179 0.071 10.724 5.362 0.071 18.194 17.873 6.196 6.390 0.639 0.116 1.644 1.430 358.392 0.855 2.713 0.411 0.041 0.132 1.644 7.555 0.184

HARGA BAHAN ( Rp ) 889,900.00 8,600.00 15,910.00 2,900,000.00 16,340.00 7,000.00 2,900,000.00 75,000.00 8,000.00 321,200.00 1,340.00 316,800.00 8,600.00 15,910.00

HARGA UPAH ( Rp ) 56,875.00 70,000.00 78,750.00 10,000.00 56,875.00 70,000.00 78,750.00 56,875.00 70,000.00 78,750.00 56,875.00 70,000.00 78,750.00 10,000.00 -

HARGA SATUAN ( Rp ) 105,155.56 133,466.67 2,730.00 2,724,321.26 978,890.00 10,000.00 640,126.81 28,813.49 61,801.41 6,761.18 4,753.95 69,948.00 59,118.12 12,663.00 69,948.00 460,378.44 48,240.00 118,891.50 150,900.75 3,086.61 1,180,078.85 279,444.00 292,120.00 164,736.00 93,843.75 17,500.00 6,300.00 10,000.00 39,520.36 1,778.90

JUMLAH HARGA ( Rp ) 89,656.15 113,794.35 2,327.61 8,074,888.23 2,901,429.96 29,640.00 1,897,335.85 85,403.20 183,179.39 20,040.14 14,090.72 207,325.87 175,226.11 37,533.13 207,325.87 1,364,561.70 142,983.36 352,394.41 447,269.82 9,148.70 1,940,049.63 459,405.94 480,245.28 270,825.98 154,279.13 28,770.00 10,357.20 16,440.00 64,971.48 2,924.51

Balok & Ringbalk beton K.125+ Tulangan + Begisting Concrete ready mix K125 Upah Pengecoran (Concrete Ready Mix) Besi beton (3.7) Besi Tulangan Kawat Beton/Bendrat Pekerja Tukang Kepala Tukang Mandor Pekerjaan Begisting (3.4) Balok Meranti Paku biasa Minyak Begisting Balok Meranti Plywood 6 mm Dolken Kayu Gelam Pekerja Tukang Kepala Tukang Mandor

3.7

Floor Area Dalam Batu Split 1 - 2 (Koral Ex. Palu) Semen PC per kg Pasir Beton Ex Palu Pekerja Tukang Kepala Tukang Mandor Upah Pengecoran (Concrete Ready Mix) Besi beton (3.7) Besi Tulangan Kawat Beton/Bendrat

NO Pekerja Tukang Kepala Tukang Mandor

URAIAN PEKERJAAN

SATUAN HO HO HO HO M2 M3 Kg Lt M3 Lbr Btg HO HO HO HO M3 M3 Kg M3 HO HO HO HO M3 Kg Kg Kg HO HO HO HO M2 M3 Kg Lt M3 Lbr

KOEFISIEN 0.009 0.001 0.001 0.001 4.067 0.001 0.360 0.180 0.006 0.075 0.600 0.208 0.215 0.021 0.004 0.870 218.000 0.520 1.650 0.250 0.025 0.080 1.000 7.454 0.617 0.015 0.009 0.001 0.001 0.001 4.067 0.001 0.360 0.180 0.006 0.075

PERKIRAAN KUANTITAS 0.110 0.010 0.009 0.006 0.008 2.407 1.203 0.042 0.501 4.011 1.391 1.434 0.143 0.026 0.268 0.233 58.424 0.139 0.442 0.067 0.007 0.021 0.268 1.232 0.030 0.018 0.002 0.001 0.001 0.001 0.392 0.196 0.007 0.082

HARGA BAHAN ( Rp ) 2,900,000.00 16,340.00 7,000.00 2,900,000.00 75,000.00 8,000.00 321,200.00 1,340.00 316,800.00 8,600.00 15,910.00 2,900,000.00 16,340.00 7,000.00 2,900,000.00 75,000.00

HARGA UPAH ( Rp ) 56,875.00 70,000.00 78,750.00 56,875.00 70,000.00 78,750.00 56,875.00 70,000.00 78,750.00 10,000.00 56,875.00 70,000.00 78,750.00 -

HARGA SATUAN ( Rp ) 3,815.52 417.42 293.50 14,152.00 23,921.76 5,124.00 74,298.00 22,875.00 19,520.00 48,108.67 61,061.00 1,248.98 1,180,078.85 279,444.00 292,120.00 164,736.00 93,843.75 17,500.00 6,300.00 10,000.00 39,520.36 1,778.90 3,815.52 417.42 293.50 14,152.00 23,921.76 5,124.00 74,298.00 22,875.00

JUMLAH HARGA ( Rp ) 6,272.71 686.25 482.52 23,265.89 39,327.37 8,423.86 122,145.91 37,606.50 32,090.88 79,090.65 100,384.28 2,053.31 316,261.13 74,890.99 78,288.16 44,149.25 25,150.13 4,690.00 1,688.40 2,680.00 10,591.46 476.74 1,022.56 111.87 78.66 3,792.74 6,411.03 1,373.23 19,911.86 6,130.50

Pekerjaan Begisting (3.6) Balok Meranti Paku biasa Minyak Begisting Balok Meranti Plywood 6 mm Dolken Kayu Gelam Pekerja Tukang Kepala Tukang Mandor 3.8 Rabat Teras (Concrete K-100) Batu Split 1 - 2 (Koral Ex. Palu) Semen PC per kg Pasir Beton Ex Palu Pekerja Tukang Kepala Tukang Mandor Upah Pengecoran (Concrete Ready Mix) Besi beton (3.7) Besi Tulangan Kawat Beton/Bendrat Pekerja Tukang Kepala Tukang Mandor Pekerjaan Begisting (3.6) Balok Meranti Paku biasa Minyak Begisting Balok Meranti Plywood 6 mm

NO

URAIAN PEKERJAAN Dolken Kayu Gelam Pekerja Tukang Kepala Tukang Mandor

SATUAN Btg HO HO HO HO

KOEFISIEN 0.600 0.208 0.215 0.021 0.004

PERKIRAAN KUANTITAS 0.654 0.227 0.234 0.023 0.004

HARGA BAHAN ( Rp ) 8,000.00 -

HARGA UPAH ( Rp ) 56,875.00 70,000.00 78,750.00

HARGA SATUAN ( Rp ) 19,520.00 48,108.67 61,061.00 1,248.98

JUMLAH HARGA ( Rp ) 5,231.36 12,893.12 16,364.35 334.73 27,650,722.51

Sub Jumlah III IV. 4.1 PEKERJAAN PASANGAN Pasangan Dinding batako. 1 PC : 4 PS Batako 8x13x23 Pasir Lokal Semen PC per kg Pasir pasang lokal Pekerja Tukang Kepala Tukang Mandor 4.2 Plesteran dan acian dinding Batako 1 : 4 Semen PC per kg Pasir pasang lokal Pekerja Tukang Kepala Tukang Mandor 4.3 Sponengan Sponengan Sub Jumlah IV V. 5.1 PEKERJAAN KUSEN PINTU DAN JENDELA Kusen kayu ulin P1 kaca 5 mm rangka kayu ( 90 x 2100 ) P2 double plywood 6 mm ( 80 x 2100 ) PJ1 jendela gendong kaca 5 mm ( 60 x 1750 ) J2 jendela gendong kaca 5 mm ( 60 x 1250 ) J3 jendela kaca mati 5 mm ( 0,75 x 0,78 ) Sub Jumlah V VI. 6.1 PEKERJAAN LANTAI DAN DINDING KERAMIK Lantai keramik 40x40 Keramik 40 / 40 Glazed Semen PC per kg M2 M2 Kg 1.100 11.380 31.000 34.100 352.780 52,535.00 1,340.00 101,693.25 57,788.50 15,249.20 Ls bh bh bh bh bh 1.000 2.000 1.000 2.000 1.000 1.000 1.000 2.000 1.000 2.000 1.000 721,560.00 714,000.00 1,228,500.00 881,370.00 554,400.00 144,312.00 142,800.00 245,700.00 176,274.00 110,880.00 6,834,240.00 865,872.00 1,713,600.00 1,474,200.00 2,115,288.00 665,280.00 M2 Bh Kg M3 HO HO HO HO M2 Kg M3 HO HO HO HO M1 M1 1.000 15.000 0.030 0.150 0.100 0.015 0.010 33.000 11.500 0.043 0.301 0.094 0.009 0.014 134.69 4,444.836 1,548.958 5.792 40.515 12.661 1.266 1.899 269.384 4,040.760 8.082 40.408 26.938 4.041 2.694 39.015 39.015 6,208.00 1,552.00 1,340.00 125,400.00 56,875.00 70,000.00 78,750.00 1,500.00 1,340.00 125,400.00 56,875.00 70,000.00 78,750.00 95,100.58 49,500.00 15,410.00 5,392.20 17,108.00 6,580.00 1,110.38 40,180.75 20,100.00 3,762.00 8,531.25 7,000.00 787.50 7,760.00 7,760.00

12,809,286.65 6,667,254.00 2,075,603.72 726,286.20 2,304,310.74 886,273.36 149,558.63 10,824,051.16 5,414,618.40 1,013,422.61 2,298,182.25 1,885,688.00 212,139.90 302,756.40 302,756.40 23,936,094.21 6,834,240.00 865,872.00 1,713,600.00 1,474,200.00 2,115,288.00 665,280.00 6,834,240.00 3,152,490.75 1,791,443.50 472,725.20

NO Pasir pasang lokal Pekerja Tukang Kepala Tukang Mandor 6.2

URAIAN PEKERJAAN

SATUAN M3 HO HO HO HO M2 M2 Kg M3 HO HO HO HO M2 M2 Kg M3 HO HO HO HO M1 Ea Kg Kg HO HO HO HO M2 M2 Kg M3 HO HO HO HO

KOEFISIEN 0.042 0.062 0.250 0.035 0.030 1.100 10.440 0.042 0.062 0.250 0.035 0.030 1.100 11.380 0.042 0.062 0.250 0.035 0.030 5.100 0.465 0.001 0.003 0.018 0.002 0.002 1.100 9.300 0.018 0.062 0.350 0.045 0.030

PERKIRAAN KUANTITAS 1.302 1.922 7.750 1.085 0.930 3.000 3.300 31.320 0.126 0.186 0.750 0.105 0.090 2.250 2.475 25.605 0.095 0.140 0.563 0.079 0.068 5.200 26.520 2.418 0.005 0.016 0.091 0.012 0.008 1.140 1.254 10.602 0.021 0.071 0.399 0.051 0.034

HARGA BAHAN ( Rp ) 125,400.00 44,650.00 1,340.00 125,400.00 46,360.00 1,340.00 125,400.00 4,500.00 1,340.00 125,400.00 47,025.00 1,340.00 125,400.00 -

HARGA UPAH ( Rp ) 56,875.00 70,000.00 78,750.00 56,875.00 70,000.00 78,750.00 56,875.00 70,000.00 78,750.00 56,875.00 70,000.00 78,750.00 56,875.00 70,000.00 78,750.00

HARGA SATUAN ( Rp ) 5,266.80 3,526.25 17,500.00 2,362.50 91,760.15 49,115.00 13,989.60 5,266.80 3,526.25 17,500.00 2,362.50 94,900.75 50,996.00 15,249.20 5,266.80 3,526.25 17,500.00 2,362.50 25,205.40 22,950.00 623.10 112.86 176.31 1,225.00 118.13 96,835.45 51,727.50 12,462.00 2,257.20 3,526.25 24,500.00 2,362.50

JUMLAH HARGA ( Rp ) 163,270.80 109,313.75 542,500.00 73,237.50 275,280.45 147,345.00 41,968.80 15,800.40 10,578.75 52,500.00 7,087.50 213,526.69 114,741.00 34,310.70 11,850.30 7,934.06 39,375.00 5,315.63 131,068.07 119,340.00 3,240.12 586.87 916.83 6,370.00 614.25 110,392.41 58,969.35 14,206.68 2,573.21 4,019.93 27,930.00 2,693.25

Lantai keramik teras 30x30 Keramik 30 / 30 Unglazed Semen PC per kg Pasir pasang lokal Pekerja Tukang Kepala Tukang Mandor

6.3

Lantai keramik KM 20x20 Keramik 20 / 20 Unglazed Semen PC per kg Pasir pasang lokal Pekerja Tukang Kepala Tukang Mandor

6.4

List keramik 5x20 List Keramik 5/20 Glazed Semen PC per kg Pasir pasang lokal Pekerja Tukang Kepala Tukang Mandor

6.5

Keramik meja dapur 20x25 Keramik 20 / 20 Glazed Semen PC per kg Pasir pasang lokal Pekerja Tukang Kepala Tukang Mandor

NO 6.6

URAIAN PEKERJAAN Water Proofing Kamar Mandi Waterproofing

SATUAN M2 M2

KOEFISIEN

PERKIRAAN KUANTITAS 4.500

HARGA BAHAN ( Rp ) 5,000.00 5,000.00

HARGA UPAH ( Rp )

HARGA SATUAN ( Rp ) 5,000.00 5,000.00

JUMLAH HARGA ( Rp ) 22,500.00 22,500.00 3,905,258.37

1.000

4.500

Sub Jumlah VI VII 7.1 PEKERJAAN ATAP Atap Baja Ringan dengan Bahan Zincalum Rangka atap baja ringan Rivert / Sekrup Tukang Kepala Tukang Pekerja Mandor 7.2 Atap Sakura Roof Atap Surya Roof / Sakura Roof / metal roof Tukang Kepala Tukang Pekerja Mandor 7.3 7.4 Bubungan Atap Metal Bubungan Surya Roof / Sakura Roof / metal roof Listplank Calsiboard Listplank Calsiboard T.9 mm x 30 Sub Jumlah VII M2 M2 Kg HO HO HO HO M2 Buah HO HO HO HO M M M1 M1 1.000 1.111 1.620 0.032 0.003 0.040 0.006 1.000 0.300 0.150 0.015 0.100 0.015 57.010 57.010 17.103 8.552 0.855 5.701 0.855 57.010 92.356 1.824 0.182 2.280 0.342 6.500 7.222 30.460 30.460 30,080.00 46,176.00 46,176.00 7,520.00 11,544.00 11,544.00 41,600.00 70,000.00 56,875.00 78,750.00 119,680.00 136,000.00 17,200.00 29,920.00 70,000.00 56,875.00 78,750.00 158,528.75 136,000.00 5,160.00 10,500.00 5,687.50 1,181.25 72,379.50 67,392.00 2,240.00 2,275.00 472.50 41,777.78 41,777.78 57,720.00 57,720.00

9,037,724.04 7,753,360.00 294,171.60 598,605.00 324,244.38 67,343.06 4,126,355.30 3,842,017.92 127,702.40 129,697.75 26,937.23 271,555.56 271,555.56 1,758,151.20 1,758,151.20 15,193,786.09

NO VIII. 8.1

URAIAN PEKERJAAN PEKERJAAN PLAFOND Rangka plafond gipsum Rangka Plafond Tukang Kepala Tukang Pekerja Mandor

SATUAN

KOEFISIEN

PERKIRAAN KUANTITAS

HARGA BAHAN ( Rp )

HARGA UPAH ( Rp )

HARGA SATUAN ( Rp ) 62,984.50

JUMLAH HARGA ( Rp ) 1,952,519.50 1,543,800.00 184,450.00 211,575.00 12,694.50 2,345,615.00 1,604,250.00 106,640.00 434,000.00 176,312.50 24,412.50 1,359,343.53 1,051,424.00 40,392.48 118,013.28 137,314.45 12,199.32 1,349,665.31 789,666.67 53,856.64 346,080.00 140,595.00 19,467.00 365,071.63 192,060.00 19,812.25 110,337.50 23,765.00 19,096.88 7,372,214.96

M2 M2 HO HO HO HO M2 Lbr kg HO HO HO HO M2 M3 Kg HO HO HO HO M2 Lbr Kg HO HO HO HO M M1 Kg HO HO HO HO 1.100 0.025 0.040 0.007 0.020 0.005 0.347 0.200 0.300 0.015 0.150 0.015 0.022 0.150 0.102 0.016 0.147 0.009 0.375 0.200 0.200 0.010 0.100 0.010 1.000 0.085 0.012 0.120 0.005

31.000 31.000 2.635 0.372 3.720 0.161 31.000 11.625 6.200 6.200 0.310 3.100 0.310 16.480 0.363 2.472 1.686 0.270 2.414 0.155 16.480 5.722 3.296 4.944 0.247 2.472 0.247 48.500 53.350 1.213 1.940 0.340 0.970 0.243 3,600.00 16,340.00 56,875.00 70,000.00 78,750.00 138,000.00 16,340.00 70,000.00 56,875.00 78,750.00 2,900,000.00 16,340.00 70,000.00 56,875.00 78,750.00 138,000.00 17,200.00 70,000.00 56,875.00 78,750.00 49,800.00 70,000.00 56,875.00 78,750.00

49,800.00 5,950.00 6,825.00 409.50 75,665.00 51,750.00 3,440.00 14,000.00 5,687.50 787.50 82,484.44 63,800.00 2,451.00 7,161.00 8,332.19 740.25 81,897.17 47,916.67 3,268.00 21,000.00 8,531.25 1,181.25 7,527.25 3,960.00 408.50 2,275.00 490.00 393.75

8.2

Plafond gipsum Plafond kalsi board Rivert / Sekrup Tukang Kepala Tukang Pekerja Mandor

8.3

Rangka plafond kalsiboard Balok Meranti Paku biasa Tukang Kepala Tukang Pekerja Mandor

8.4

Plafond kalsiboard Plafond kalsi board Paku biasa Tukang Kepala Tukang Pekerja Mandor

8.5

List tepi plafond List Profil Plafond Paku biasa Pekerja Tukang Pekerja Mandor

Sub Jumlah VIII IX. PEKERJAAN ALAT GANTUNG

NO 9.1 9.2 9.3 9.4 9.5

URAIAN PEKERJAAN Kunci pintu 2 kali putar (PAORI 893LX3) Setara Kunci Pintu SES Engsel pintu 5" (SES) Engsel 4" SES Pintu Hak angin (SES) Hak angin Engsel jendela 3" (SES) Engsel Jendela Almunium Grendel jendela (SES) Grendel Jendela

SATUAN Buah Buah Buah Buah Buah Buah Buah Buah Buah Buah

KOEFISIEN

PERKIRAAN KUANTITAS 5.000

HARGA BAHAN ( Rp ) 159,600.00 159,600.00 52,080.00 52,080.00 29,820.00 29,820.00 40,824.00 40,824.00 18,480.00 18,480.00

HARGA UPAH ( Rp ) 39,900.00 39,900.00 13,020.00 13,020.00 7,455.00 7,455.00 10,206.00 10,206.00 4,620.00 4,620.00

HARGA SATUAN ( Rp ) 199,500.00 199,500.00 65,100.00 65,100.00 37,275.00 37,275.00 51,030.00 51,030.00 23,100.00 23,100.00

JUMLAH HARGA ( Rp ) 997,500.00 997,500.00 976,500.00 976,500.00 298,200.00 298,200.00 408,240.00 408,240.00 184,800.00 184,800.00 2,865,240.00

1.000 1.000 1.000 1.000 1.000

5.000 15.000 15.000 8.000 8.000 8.000 8.000 8.000 8.000

Sub Jumlah IX X. 10.1 PEKERJAAN PENGECATAN Pengecatan dinding Cat Catylac Plamir Dinding Kertas Gosok Tukang Kepala Tukang Pekerja Mandor 10.2 Pengecatan plafond Cat Catylac Plamir Dinding Kertas Gosok Tukang Kepala Tukang Pekerja Mandor 10.3 Pengecatan kusen & pintu Pengecatan kusen & pintu (duco) Sub Jumlah X XI. PEKERJAAN SANITAIR DAN SALURAN Kitchen Zink+Foucet Klosed Duduk Amstad Cermin Kamarmandi Bak Fiber Pipa 4" Class D buah buah buah buah buah 1.000 1.000 1.000 1.000 2.000 1 1.000 1.000 1.000 1.000 2.000 245,000.00 1,350,000.00 85,000.00 650,000.00 100,000.00 30,000.00 80,000.00 1,000.00 67,000.00 1,500.00 3,634,000.00 275,000.00 1,430,000.00 86,000.00 717,000.00 203,000.00 M2 ltr Kg Lbr HO HO HO HO M2 Kg Kg Lbr HO HO HO HO M2 M2 1.000 0.185 0.150 0.054 0.020 0.011 0.006 0.400 0.200 1.000 0.071 0.009 0.005 0.004 269.384 107.754 53.877 269.384 18.992 2.532 1.266 1.013 47.480 8.784 7.122 2.569 0.926 0.503 0.285 12,000.00 7,000.00 2,000.00 34,398.00 70,000.00 56,875.00 78,750.00 8,599.50 12,000.00 7,000.00 2,000.00 70,000.00 56,875.00 78,750.00 13,698.41 4,800.00 1,400.00 2,000.00 4,935.00 267.31 296.10 8,132.38 2,220.00 1,050.00 3,787.00 602.88 472.50 42,997.50 42,997.50

3,690,133.15 1,293,043.20 377,137.60 538,768.00 1,329,410.04 72,009.71 79,764.60 386,125.17 105,405.60 49,854.00 179,806.76 28,624.51 22,434.30 4,851,880.90 4,851,880.90 8,928,139.22 3,634,000.00 275,000.00 1,430,000.00 86,000.00 717,000.00 203,000.00

112.841112.841

NO Pipa 1 1/2" Class D Pipa 1/2 " Class D Tee 1/2" Elbo 4" Elbo 1 1/2" Elbo 1/2" Kran 1/2" Reducer drat 1/2" Sub Jumlah XI XII. 12.1

URAIAN PEKERJAAN

SATUAN buah buah buah buah buah buah buah buah

KOEFISIEN 3.000 6.000 3.000 2.000 3.000 12.000 4.000 4.000

PERKIRAAN KUANTITAS 3.000 6.000 3.000 2.000 3.000 12.000 4.000 4.000

HARGA BAHAN ( Rp ) 70,000.00 50,000.00 15,000.00 30,000.00 15,000.00 10,000.00 15,000.00 15,000.00

HARGA UPAH ( Rp ) 1,000.00 1,000.00 500.00 500.00 500.00 500.00 500.00 500.00

HARGA SATUAN ( Rp ) 213,000.00 306,000.00 46,500.00 61,000.00 46,500.00 126,000.00 62,000.00 62,000.00

JUMLAH HARGA ( Rp ) 213,000.00 306,000.00 46,500.00 61,000.00 46,500.00 126,000.00 62,000.00 62,000.00 3,634,000.00

PEKERJAAN CARPORT & FINISHING Concrete carport 1 M3 Beton 1: 3 : 5 Pek. Lt. Kerja K-100 Batu Split 1 - 2 (Koral Ex. Palu) Semen PC per kg Pasir Beton Ex Palu Pekerja Tukang Kepala Tukang Mandor Pasir pasang lokal Tukang Kepala Tukang Pekerja Mandor M2 M3 M3 Kg M3 HO HO HO HO m3 HO HO HO HO 0.077 0.870 218.000 0.520 1.650 0.250 0.025 0.080 0.100 0.040 0.009 0.040 0.003 0.723 181.289 0.432 1.372 0.208 0.021 0.067 1.080 0.432 0.092 0.432 0.037 1 unit ea Set ea ea mtr mtr mtr mtr ea ktng 1.000 10.000 1.000 1.000 1.000 60.000 60.000 60.000 45.000 17.000 2.000 11.000 11.000 1.000 1.000 1.000 60.000 60.000 60.000 45.000 17.000 2.000 35,000.00 10,000.00 45,000.00 60,000.00 40,000.00 2,500.00 2,500.00 2,500.00 1,500.00 1,000.00 10,000.00 800.00 5,000.00 5,000.00 5,000.00 1,000.00 1,000.00 1,000.00 1,200.00 500.00 321,200.00 1,340.00 316,800.00 125,400.00 56,875.00 70,000.00 78,750.00 70,000.00 56,875.00 78,750.00 10.800 83,636.42 21,517.19 22,493.24 12,684.67 7,225.97 1,347.50 485.10 12,540.00 2,800.00 2,275.00 267.75 2,117,500.00 35,000.00 108,000.00 50,000.00 65,000.00 45,000.00 210,000.00 210,000.00 210,000.00 121,500.00 25,500.00 20,000.00 903,273.32 232,385.63 242,926.99 136,994.46 78,040.46 14,553.00 5,239.08 135,432.00 30,240.00 24,570.00 2,891.70 903,273.32 2,117,500.00 35,000.00 108,000.00 50,000.00 65,000.00 45,000.00 210,000.00 210,000.00 210,000.00 121,500.00 25,500.00 20,000.00

Sub Jumlah XII XIII. PEKERJAAN INSTALASI LISTRIK Lampu / Lamp Ternado Merk Philip 24 Watt Fitting Lampu / Lamp Fitting Box Breaker Breaker 4 ampere x 2 Breaker 2 ampere x 1 Cable type Interna NYM 1C x 1.5 mm Blue Light Cable type Interna NYM 1C x 1.5 mm Black Light Cable type Interna NYM 1C x 1.5 mm Yellow Light Pvc Listrik Merk Egga 3/4" T Doss 3/4" Clamp Pipa 3/4"

NO Box Metal in wall

URAIAN PEKERJAAN

SATUAN ea ea ea ea ea ea ea mtr mtr mtr ea ea

KOEFISIEN 10.000 5.000 2.000 1.000 1.000 1.000 1.000 55.000 55.000 55.000 5.000 3.000

PERKIRAAN KUANTITAS 10.000 5.000 2.000 1.000 1.000 1.000 1.000 55.000 55.000 55.000 2.000 4.000

HARGA BAHAN ( Rp ) 4,000.00 15,000.00 20,000.00 25,000.00 25,000.00 8,000.00 8,000.00 3,000.00 3,000.00 3,000.00 15,000.00 15,000.00

HARGA UPAH ( Rp ) 500.00 500.00 500.00 1,500.00 1,500.00 500.00 500.00 1,000.00 1,000.00 1,000.00 500.00 500.00

HARGA SATUAN ( Rp ) 45,000.00 77,500.00 41,000.00 26,500.00 26,500.00 8,500.00 8,500.00 220,000.00 220,000.00 220,000.00 77,500.00 46,500.00

JUMLAH HARGA ( Rp ) 45,000.00 77,500.00 41,000.00 26,500.00 26,500.00 8,500.00 8,500.00 220,000.00 220,000.00 220,000.00 77,500.00 46,500.00 2,117,500.00

Stop kontak 10 / 16 A 1 Phase Merk Legrand Stop kontak AC 3 Hole 10 / 16 A 1 Phase Merk Legrand Outlet Telepon Outlet Tv Cable Box Metal in wall telp Box Metal in wall TV Cable type Interna NYM 1C x 2.5 mm Blue Stop Kontak Cable type Interna NYM 1C x 2.5 mm Black Stop Kontak Cable type Interna NYM 1C x 2.5 mm Yellow Stop Kontak Sakral Tunggal 10 / 16 A Merk legrand Sakral Ganda 10 / 16 A Merk legrand Sub Jumlah XIII XIV PEKERJAAN PEMBERSIHAN 14.1 Pekerjaan Pembersihan Lahan Pembersihan Lahan Sub Jumlah XIV

M2 M2 1.000

90.000 90.000

3,200.00 3,200.00 -

3,200.00 3,200.00

288,000.00 288,000.00 288,000.00 106,856,903.16

Jumlah (I + II + III + IV + V + VI + VII + VIII + IX + X + XI + XII + XIII + XIV)

RESUME JOBSHEETProyek Pekerjaan Lokasi Tahun NO. URAIAN : BTN-PKT JL.Gajah : Rumah Tipe 45 : BTN-PKT JL.Gajah : 2011 HARGA SATUAN VOLUME TOTAL

A. UPAH 1 Pekerja 2 Tukang 3 Kepala Tukang 4 Mandor 5 Upah Pengecoran (Concrete Ready Mix) B. 1 2 3 4 5 6 7 8 9 BAHAN Tanah Urug Pasir urug Pasir pasang lokal Pasir Beton Ex Palu Batu Split 1 - 2 (Koral Ex. Palu) Batu Gunung Batako 8x13x23 Pasir Lokal Semen PC per kg Semen Warna

56,875 70,000 78,750 10,000 32,686 74,800 125,400 316,800 321,200 127,600 1,500 1,340 7,800

/ / / / /

Hari Hari Hari Hari m3 -

/ / / / / / / / /

m3 m3 m3 m3 m3 m3 buah kg kg

135.058 110.22 14.17 11.03 7.85 1,265,608.03 2.50 16.50 2.01 3.41 4,444.84 6,931.63 -

7,681,450 7,715,610 868,985 78,534 186,660 2,069,222 638,012 1,094,676 6,667,254 9,288,378 -

10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36

Paku biasa Paku Plywood Paku Ulin Paku Genteng Metal Rivert / Sekrup Besi Strip Besi Tulangan Kawat Beton/Bendrat Kawat ayam Balok ulin ukuran 10/10 cm Kayu bengkirai 6/15 Balok Meranti Kayu kapur 6/15 Dolken Kayu Gelam List Profil Plafond Plywood 4 mm Plywood 6 mm Formika Plafond kalsi board Rangka atap baja ringan Atap Surya Roof / Sakura Roof / metal roof Bubungan Surya Roof / Sakura Roof / metal roof Keramik 40 / 40 Glazed Keramik 30 / 30 Unglazed Keramik 20 / 20 Glazed Keramik 20 / 20 Unglazed List Keramik 5/20 Glazed

16,340 13,760 18,920 22,360 17,200 10,320 8,600 15,910 26,660 5,500,000 6,000,000 2,900,000 4,300,000 8,000 3,600 60,000 75,000 85,000 138,000 136,000 41,600 37,600 52,535 44,650 47,025 46,360 4,500

/ / / / / / / / / / / / / / / / / / / / / / / / / / /

kg kg kg kg kg kg kg kg m2 m3 m3 m3 m3 buah m lembar lembar lember lembar m2 lembar lembar m2 m2 m2 m2 buah

27.23 23.30 420.31 10.23 1.31 32.15 53.35 19.87 17.35 57.01 92.36 7.22 34.10 3.30 1.25 2.48 26.52

444,991 400,812 3,614,692 162,705 3,806,451 257,214 192,060 1,490,562 2,393,917 7,753,360 3,842,018 271,556 1,791,444 147,345 58,969 114,741 119,340

37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63

Kloset Jongkok KIA standar Floor Drain Kran air KIA Klosed Duduk KIA standar Seal tape Pembuatan septitank Pembuatan Peresapan Tangki air Pompa air Kaca Bening Tebal 5 mm Plamir Dinding Minyak Tinner Minyak Begisting Pelat alumunium (2 m x 1 m) tebal 2 mm Kusen Alumunium Pipa PVC 1/2" AW Pipa PVC 3/4" AW Pipa PVC 2" AW Pipa PVC 3" AW (talang vertikal + klem) Pipa PVC 4" AW Fiting-fiting PVC Klem talang 4" Kusen Alumunium Rangka Smart Truss Besi siku Profil Alumunium Profil holo

180,000 25,000 65,000 1,800,000 15,000 3,500,000 2,500,000 890,000 2,340,000 89,250 7,000 25,000 7,000 150,000 125,000 9,000 13,500 55,000 85,600 170,000 10,000 6,500 125,000 149,600 18,000 110,000 35,000

/ / / / / / / / / / / / / / / / / / / / / / / / / / /

buah buah buah buah buah unit unit unit unit m2 kg liter liter lembar m1 m1 m1 m1 m1 m1 buah buah m1 m2 kg m1 m1

61.00 8.76 -

426,992 61,330 -

64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90

Sekrup fixer Sealant Kaca Bening 5 mm Kitchen Zink+Foucet Klosed Duduk Amstad Cermin Kamarmandi Bak Fiber Pipa 4" Class D Pipa 1 1/2" Class D Pipa 1/2 " Class D Tee 1/2" Elbo 4" Elbo 1 1/2" Elbo 1/2" Kran 1/2" Reducer drat 1/2" Instalasi Listrik ( Suprime / NYA 3 X 2,5 mm ) Lampu PL + Plafond Fiting Lampu dan armature inbow XL 18 W Lampu TL 2 x 40 Watt Philips + Accessories Stop Kontak Broco Saklar Single Broco Saklar Double Broco Saklar Triple Broco MCCB 16 A Box Panel + Accessories Penangkal Petir

250 25,000 78,750 245,000 1,350,000 85,000 650,000 100,000 70,000 50,000 15,000 30,000 15,000 10,000 15,000 15,000 140,000 90,000 135,000 220,000 35,000 35,000 45,000 55,000 65,000 350,000 2,000,000

/ / / / / / / / / / / / / / / / / / / / / / / / / / /

buah tube m2 buah buah buah buah btg btg btg buah buah buah buah buah buah titik buah buah buah buah buah buah buah buah unit unit

1.00 1.00 1.00 1.00 2.00 3.00 6.00 3.00 2.00 3.00 12.00 4.00 4.00 -

245,000 1,350,000 85,000 650,000 200,000 210,000 300,000 45,000 60,000 45,000 120,000 60,000 60,000 -

91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119

MCB 4 A 55,000 Grounding panel 120,000 Grendel Pintu 23,625 Engsel Jendela Alumunium 51,030 Engsel 4" Pintu 65,100 Engsel Pintu Partisi 50,400 Grendel Jendela Almunium 23,100 Hak angin alumunium 37,275 Cat Kayu Avian tex 1 Kg 33,750 Cat Catylac 12,000 P1 kaca 5 mm rangka kayu ( 90 x 2100 ) 721,560 P2 double plywood 6 mm ( 80 x 2100 ) 714,000 PJ2 double plywood 6 mm kaca tengah ( 80 x 2100 )1,014,300 PJ1 jendela gendong kaca 5 mm ( 60 x 1750 ) 1,228,500 PJ2 jendela gendong kaca 5 mm ( 50 x 60 ) J1 jendela kaca mati 5 mm ( 30 x 2520 ) 406,350 J2 jendela gendong kaca 5 mm ( 60 x 1250 ) 881,370 J3 jendela kaca mati 5 mm ( 0,75 x 0,78 ) 554,400 J4 jendela kaca mati 5 mm ( 1,295 m2 ) 614,250 Lampu / Lamp Ternado Merk Philip 24 Watt 35,000 Fitting Lampu / Lamp Fitting 10,000 Box Breaker 45,000 Breaker 4 ampere x 2 60,000 Breaker 2 ampere x 1 40,000 Cable type Interna NYM 1C x 1.5 mm Blue Light 2,500 Cable type Interna NYM 1C x 1.5 mm Black Light 2,500 Cable type Interna NYM 1C x 1.5 mm Yellow Light 2,500 Pvc Listrik Merk Egga 3/4" 1,500 T Doss 3/4" 1,000

/ buah / unit / buah / buah / buah / buah / buah / buah / kg / ltr / Buah / Buah / Buah / Buah / Buah / Buah / Buah / Buah / Buah unit ea Set ea ea mtr mtr mtr mtr ea

116.54 1.00 2.00 1.00 2.00 1.00 11.00 11.00 1.00 1.00 1.00 60.00 60.00 60.00 45.00 17.00

1,398,449 721,560 1,428,000 1,228,500 1,762,740 554,400 385,000 110,000 45,000 60,000 40,000 150,000 150,000 150,000 67,500 17,000

120 121 122 123 124 125 126 127 128 129 130 131 132 130 131 132 133 134

Clamp Pipa 3/4" 10,000 Box Metal in wall 4,000 Stop kontak 10 / 16 A 1 Phase Merk Legrand 15,000 Stop kontak AC 3 Hole 10 / 16 A 1 Phase Merk Legrand 20,000 Outlet Telepon 25,000 Outlet Tv Cable 25,000 Box Metal in wall telp 8,000 Box Metal in wall TV 8,000 Cable type Interna NYM 1C x 2.5 mm Blue Stop Kontak 3,000 Cable type Interna NYM 1C x 2.5 mm Black Stop Kontak 3,000 Cable type Interna NYM 1C x 2.5 mm Yellow Stop Kontak3,000 Sakral Tunggal 10 / 16 A Merk legrand 15,000 Sakral Ganda 10 / 16 A Merk legrand 15,000 Kertas Gosok 2,000 Rangka Plafond 49,800 Concrete ready mix K125 889,900 Concrete ready mix K175 990,600 Concrete ready mix K225 1,025,500 C. SUBKONT (MATERIAL & PASANG) 1 Pasang Bouwplank 320,000 2 Air Kerja dan Listrik Kerja 400,000 3 Waterproofing 5,000 4 Kunci Pintu SES 199,500 5 Kunci Pintu KM/WC 168,000 6 Kunci Pintu Partisi 157,500 7 Handle pintu 126,000 8 Grendel Jendela Almunium 23,100 9 Atap Baja Ringan Bahan Zincalum 149,600

ktng ea ea ea ea ea ea ea mtr mtr mtr ea ea / lembar / M2 / M3 / M3 / M3 / Ls / Hari / M2 / buah / buah / buah / buah / buah / M2

2.00 10.00 5.00 2.00 1.00 1.00 1.00 1.00 55.00 55.00 55.00 2.00 4.00 269.38 31.00 5.68 1,265,608.03 0 1.00 1.00 4.50 5.00 -

20,000 40,000 75,000 40,000 25,000 25,000 8,000 8,000 165,000 165,000 165,000 30,000 60,000 538,768 1,543,800 5,057,538 320,000 400,000 22,500 997,500 -

10 11 12 13 14 15 16 17 18 19 20 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

Bubungan Atap Listplank Calsiboard T.9 mm x 30 Grendel Pintu Engsel Jendela Almunium Engsel 4" SES Pintu Engsel Pintu Partisi Grendel Jendela Hak angin Pengecatan kusen & pintu (duco) Pembersihan Lahan Sponengan UPAH (PASANG) Kitchen Zink+Foucet Klosed Duduk Amstad Cermin Kamarmandi Bak Fiber Pipa 4" Class D Pipa 1 1/2" Class D Pipa 1/2 " Class D Tee 1/2" Elbo 4" Elbo 1 1/2" Elbo 1/2" Kran 1/2" Reducer drat 1/2" Lampu / Lamp Ternado Merk Philip 24 Watt Fitting Lampu / Lamp Fitting

38,400 57,720 23,625 51,030 65,100 50,400 23,100 37,275 42,998 3,200 7,760 30,000 80,000 1,000 67,000 1,500 1,000 1,000 500 500 500 500 500 500 800

/ / / / / / / / / / /

M1 M1 buah buah buah buah buah buah M2 M2 M1 -

/ buah / buah / buah / buah / btg / btg / btg / buah / buah / buah / buah / buah / buah unit ea

30.46 8.00 15.00 8.00 8.00 112.84 90.00 39.02 1,265,608.03 1.00 1.00 1.00 1.00 2.00 3.00 6.00 3.00 2.00 3.00 12.00 4.00 4.00 11.00 11.00

1,758,151 408,240 976,500 184,800 298,200 4,851,881 288,000 302,756 30,000 80,000 1,000 67,000 3,000 3,000 6,000 1,500 1,000 1,500 6,000 2,000 2,000 8,800

16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42

Box Breaker 5,000 Breaker 4 ampere x 2 5,000 Breaker 2 ampere x 1 5,000 Cable type Interna NYM 1C x 1.5 mm Blue Light 1,000 Cable type Interna NYM 1C x 1.5 mm Black Light 1,000 Cable type Interna NYM 1C x 1.5 mm Yellow Light 1,000 Pvc Listrik Merk Egga 3/4" 1,200 T Doss 3/4" 500 Clamp Pipa 3/4" Box Metal in wall 500 Stop kontak 10 / 16 A 1 Phase Merk Legrand 500 Stop kontak AC 3 Hole 10 / 16 A 1 Phase Merk Legrand 500 Outlet Telepon 1,500 Outlet Tv Cable 1,500 Box Metal in wall telp 500 Box Metal in wall TV 500 Cable type Interna NYM 1C x 2.5 mm Blue Stop Kontak 1,000 Cable type Interna NYM 1C x 2.5 mm Black Stop Kontak 1,000 Cable type Interna NYM 1C x 2.5 mm Yellow Stop Kontak1,000 Sakral Tunggal 10 / 16 A Merk legrand 500 Sakral Ganda 10 / 16 A Merk legrand 500 P1 kaca 5 mm rangka kayu ( 90 x 2100 ) 144,312 P2 double plywood 6 mm ( 80 x 2100 ) 142,800 PJ2 double plywood 6 mm kaca tengah ( 80 x 2100 ) 202,860 PJ1 jendela gendong kaca 5 mm ( 60 x 1750 ) 245,700 PJ2 jendela gendong kaca 5 mm ( 50 x 60 ) J1 jendela kaca mati 5 mm ( 30 x 2520 ) 81,270

Set ea ea mtr mtr mtr mtr ea ktng ea ea ea ea ea ea ea mtr mtr mtr ea ea / Buah / Buah / Buah / Buah / Buah / Buah

1.00 1.00 1.00 60.00 60.00 60.00 45.00 17.00 2.00 10.00 5.00 2.00 1.00 1.00 1.00 1.00 55.00 55.00 55.00 2.00 4.00 1.00 2.00 1.00 -

5,000 5,000 5,000 60,000 60,000 60,000 54,000 8,500 5,000 2,500 1,000 1,500 1,500 500 500 55,000 55,000 55,000 1,000 2,000 144,312 285,600 245,700 -

43 J2 jendela gendong kaca 5 mm ( 60 x 1250 ) 44 J3 jendela kaca mati 5 mm ( 0,75 x 0,78 ) 45 J4 jendela kaca mati 5 mm ( 1,295 m2 ) 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

176,274 110,880 122,850 -

/ Buah / Buah / Buah -

2.00 1.00 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03

352,548 110,880 -

70 71 72 73 74 75 76 77 78 79 80 81 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

-

-

1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03

-

106 107 108 109 110 111 112 113 114 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

-

-

1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03

-

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

-

-

1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03

-

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

-

-

1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03

-

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

-

-

1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03

-

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

-

-

1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03

-

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

-

-

1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03

-

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

-

-

1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03

-

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

-

-

1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03

-

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

-

-

1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03

-

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

-

-

1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03

-

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

0

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

-

-

1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03 1,265,608.03

-

DAFTAR ANALISA HARGA BAHAN DAN UPAHProyek Pekerjaan Lokasi Tahun : BTN-PKT JL.Gajah : Rumah Tipe 45 : BTN-PKT JL.Gajah : 2011

KODE ANALISA1

INDEX2

SAT.3

URAIAN PEKERJAAN4

SAT. UPAH (Rp.)5

BIAYA UPAH (Rp)6

SAT. BAHAN (Rp)7

BIAYA BAHAN (Rp)8

I. 1.1

PEKERJAAN PERSIAPAN 1 M2 PEMBERSIHAN LOKASI 0.0260 0.0016 HO HO Pekerja Mandor 56,875.00 78,750.00 Jumlah Jumlah Pembulatan 1,478.75 126.00 1,604.75 Jumlah -

1.2

1 M1 PENGUKURAN / BOUWPLANK 0.0075 0.0250 0.0100 0.0050 0.0010 0.0001 M3 Kg HO HO HO HO Balok Meranti Paku biasa Pekerja Tukang Kepala Tukang Mandor Jumlah Jumlah Pembulatan 56,875.00 70,000.00 78,750.00 568.75 350.00 7.88 926.63 Jumlah 22,158.50 2,900,000.00 16,340.00 21,750.00 408.50

II. 2.1

PEKERJAAN TANAH 1 M3 URUGAN PASIR DIPADATKAN 1.1000 0.3000 0.0100 M3 HO HO Pasir urug Pekerja Mandor 56,875.00 78,750.00 Jumlah Jumlah Pembulatan 17,062.50 787.50 17,850.00 Jumlah 82,280.00 74,800.00 82,280.00

2.2

1 M3 URUGAN TANAH KEMBALI 0.2200 0.0220 HO HO Pekerja Mandor 56,875.00 78,750.00 Jumlah Jumlah Pembulatan 12,512.50 1,732.50 14,245.00 Jumlah -

2.3

1 M3 URUGAN TANAH DIPADATKAN 1.1000 0.4000 0.0300 M3 HO HO Tanah Urug Pekerja Mandor 56,875.00 78,750.00 Jumlah Jumlah Pembulatan 22,750.00 2,362.50 25,112.50 Jumlah 35,954.29 32,685.71 35,954.29

2.4

1 M3 GALIAN TANAH BIASA0.6600 0.0660

HO HO

Pekerja Mandor

56,875.00 78,750.00 Jumlah Jumlah Pembulatan

37,537.50 5,197.50 42,735.00 Jumlah -

KODE ANALISA1

INDEX2

SAT.3

URAIAN PEKERJAAN4

SAT. UPAH (Rp.)5

BIAYA UPAH (Rp)6

SAT. BAHAN (Rp)7

BIAYA BAHAN (Rp)8

III. 3.1

3.2

3.3

3.4

3.5

3.6

PEKERJAAN PONDASI DAN BETON 1 M3 Beton 1: 3 : 5 Pek. Lt. Kerja K-100 0.8700 Batu Split 1 - 2 (Koral Ex. Palu) M3 218.0000 Kg Semen PC per kg 0.5200 Pasir Beton Ex Palu M3 1.6500 HO Pekerja 56,875.00 0.2500 HO Tukang 70,000.00 0.0250 HO Kepala Tukang 0.0800 HO Mandor 78,750.00 Jumlah Jumlah Pembulatan 1 M3 Beton Campuran 1 : 2 : 3 K.125 0.9053 Batu Split 1 - 2 (Koral Ex. Palu) M3 311.0000 Kg Semen PC per kg 3 0.5113 Pasir Beton Ex Palu M 1.3655 HO Pekerja 56,875.00 0.1120 HO Tukang 70,000.00 0.0221 HO Kepala Tukang 0.6800 HO Mandor 78,750.00 Jumlah Jumlah Pembulatan 1 M2 Pasang Bekisting Untuk Pondasi dan Sloof 0.0067 M3 Balok Meranti 0.2400 Kg Paku biasa 0.0800 Lt Minyak Begisting 0.2250 HO Pekerja 56,875.00 0.1950 HO Tukang 70,000.00 0.0195 HO Kepala Tukang 0.0038 HO Mandor 78,750.00 Jumlah Jumlah Pembulatan 1 M2 Pasangan Bekisting Balok 0.0024 M3 Balok Meranti 0.3600 Kg Paku biasa 0.1800 Lt Minyak Begisting 0.0024 M3 Balok Meranti 0.6108 Lbr Plywood 6 mm 0.6000 Btg Dolken Kayu Gelam 0.2080 HO Pekerja 56,875.00 0.2145 HO Tukang 70,000.00 0.0215 HO Kepala Tukang 0.0039 HO Mandor 78,750.00 Jumlah Jumlah Pembulatan 1 M2 Pasangan Bekisting Untuk Kolom 0.0009 M3 Balok Meranti 0.3600 Kg Paku biasa 0.1800 Lt Minyak Begisting 0.0030 M3 Balok Meranti 0.0750 Lbr Plywood 6 mm 1.2000 Btg Dolken Kayu Gelam 0.2080 HO Pekerja 56,875.00 0.2145 HO Tukang 70,000.00 0.0215 HO Kepala Tukang 0.0039 HO Mandor 78,750.00 Jumlah Jumlah Pembulatan 1 M2 Pasangan Bekisting untuk lantai 0.0012 M3 Balok Meranti 0.3600 Kg Paku biasa 0.1800 Lt Minyak Begisting 0.0063 M3 Balok Meranti 0.0750 Lbr Plywood 6 mm 0.6000 Btg Dolken Kayu Gelam 0.2080 HO Pekerja 56,875.00 0.2145 HO Tukang 70,000.00 0.0215 HO Kepala Tukang 0.0039 HO Mandor 78,750.00 Jumlah Jumlah Pembulatan

321,200.00 1,340.00 316,800.00 93,843.75 17,500.00 6,300.00 117,643.75

279,444.00 292,120.00 164,736.00

Jumlah

736,300.00

321,200.00 1,340.00 316,800.00 77,662.81 7,840.00 53,550.00 139,052.81

290,782.36 416,740.00 161,979.84

Jumlah

869,502.20

2,900,000.00 16,340.00 7,000.00 12,796.88 13,650.00 295.31 26,742.19

19,333.33 3,921.60 560.00

Jumlah

23,814.93

2,900,000.00 16,340.00 7,000.00 2,900,000.00 75,000.00 8,000.00 11,830.00 15,015.00 307.13 27,152.13

6,960.00 5,882.40 1,260.00 6,960.00 45,808.80 4,800.00

Jumlah

71,671.20

2,900,000.00 16,340.00 7,000.00 2,900,000.00 75,000.00 8,000.00 11,830.00 15,015.00 307.13 27,152.13

2,610.00 5,882.40 1,260.00 8,700.00 5,625.00 9,600.00

Jumlah

33,677.40

2,900,000.00 16,340.00 7,000.00 2,900,000.00 75,000.00 8,000.00 11,830.00 15,015.00 307.13 27,152.13

3,480.00 5,882.40 1,260.00 18,270.00 5,625.00 4,800.00

Jumlah

39,317.40

KODE ANALISA1

INDEX2

SAT.3

URAIAN PEKERJAAN4

SAT. UPAH (Rp.)5

BIAYA UPAH (Rp)6

SAT. BAHAN (Rp)7

BIAYA BAHAN (Rp)8

3.7

1 KG Pekerjaan 0.6165 0.0150 0.0090 0.0008 0.0007 0.0005

Besi Beton Kg Besi Tulangan Kg Kawat Beton/Bendrat HO Pekerja HO Tukang HO Kepala Tukang HO Mandor

8,600.00 15,910.00 56,875.00 70,000.00 78,750.00 Jumlah Jumlah Pembulatan 511.88 56.00 39.38 607.25

5,301.90 238.65

Jumlah

5,540.55

3.8

1 M3 Beton Pondasi 1.1000 M3 1.0000 M3 110.14 Kg 4.4444 M2

Concrete ready mix K125 Upah Pengecoran (Concrete Ready10,000.00 Mix) Besi beton (3.7) 607.25 Pekerjaan Begisting (3.3) 26,742.19

889,900.00 10,000.00 66,882.68 118,854.17 195,736.84 5,540.55 23,814.93

978,890.00 610,237.64 105,844.15 1,694,971.79

3.9

Jumlah Pembulatan 1 M3 Beton Bertulang Pekerjaan Canopy 1.0000 M3 Beton Side Mix K-125 (3.2) 1.0000 M3 Upah Pengecoran (Concrete Ready10,000.00 Mix) 20.8200 Kg Besi beton (3.7) 607.25 1.1167 M2 Pekerjaan Begisting (3.4) 27,152.13 Jumlah Pembulatan

1,008,555.01 10,000.00 12,642.95 30,319.87 52,962.82 5,540.55 71,671.20

1,008,555.01 115,354.25 80,032.84 1,203,942.10

3.10

1 M3 Beton Bertulang Pek.Kolom 1.0000 M3 Concrete ready mix K125 1.0000 M3 Upah Pengecoran (Concrete Ready10,000.00 Mix) 169.8800 Kg Besi beton (3.7) 607.25 8.8889 M2 Pekerjaan Begisting (3.5) 27,152.13 Jumlah Pembulatan 1 M3 Beton Bertulang RingBalk 1.0000 M3 Concrete ready mix K125 1.0000 M3 Upah Pengecoran (Concrete Ready10,000.00 Mix) 120.7354 Kg Besi beton (3.7) 607.25 10.0500 M2 Pekerjaan Begisting (3.4) 27,152.13 Jumlah Pembulatan 1 M3 Beton Pek. Pelat Lantai 1.0000 M3 Beton K-100 (3.1) 7.4540 Kg Besi beton (3.7) 607.25 4.0667 M2 Pekerjaan Begisting (3.6) 27,152.13 1.0000 M3 Upah Pengecoran (Concrete Ready10,000.00 Mix) Jumlah Pembulatan

10,000.00 103,159.63 241,352.22 354,511.85

889,900.00 5,540.55 33,677.40

889,900.00 941,228.63 299,354.67 2,130,483.30

3.11 118.36845.000

10,000.00 73,316.55 272,878.86 356,195.40

889,900.00 5,540.55 71,671.20

889,900.00 668,940.30 720,295.56 2,279,135.86

3.12

4,526.44 110,418.64 10,000.00 124,945.08

853,943.75 5,540.55 39,317.40 -

853,943.75 41,299.26 159,890.76 1,055,133.77

IV. 4.1

PEKERJAAN PASANGAN 1 M3 PASANGAN BATU GUNUNG 1 : 4 1.1000 Batu Gunung M3 163.0000 Kg Semen PC per kg 0.5200 M3 Pasir pasang lokal 0.6000 HO Pekerja 0.2900 HO Tukang 0.0290 HO Kepala Tukang 0.0300 HO Mandor

127,600.00 1,340.00 125,400.00 56,875.00 70,000.00 78,750.00 Jumlah Jumlah Pembulatan 34,125.00 20,300.00 2,362.50 56,787.50

140,360.00 218,420.00 65,208.00

Jumlah

423,988.00

4.2

1 M2 Pas. Dinding batako. 1 PC : 4 PS 33.0000 Bh Batako 8x13x23 Pasir Lokal 11.5000 Kg Semen PC per kg 3 0.0430 Pasir pasang lokal M 0.3008 HO Pekerja 0.0940 HO Tukang 0.0094 HO Kepala Tukang 0.0141 HO Mandor


49,500.00 15,410.00 5,392.20

Jumlah

70,302.20

4.3

1 M2 Plesteran 15.0000 0.0300 0.1500 0.1000 0.0150 0.0100

+ Acian dinding 1 PC : 4 PS Kg Semen PC per kg Pasir pasang lokal M3 HO Pekerja HO Tukang HO Kepala Tukang HO Mandor

1,340.00 125,400.00 56,875.00 70,000.00 78,750.00 Jumlah Jumlah Pembulatan 8,531.25 7,000.00 787.50 16,318.75

20,100.00 3,762.00

Jumlah

23,862.00

KODE ANALISA1

INDEX2

SAT.3

URAIAN PEKERJAAN4

SAT. UPAH (Rp.)5

BIAYA UPAH (Rp)6

SAT. BAHAN (Rp)7

BIAYA BAHAN (Rp)8

V. 5.1

PEKERJAAN PINTU DAN JENDELA 1 1 M Kusen kayu kamper / bengkirai 1.2000 m3 Kayu bengkirai 6/15 0.2000 Kg Paku biasa 14.4000 OH Pekerja 43.2000 OH Tukang 0.4200 OH Kepala Tukang 1.4400 OH Mandor

6,000,000.00 16,340.00 56,875.00 819,000.00 70,000.00 3,024,000.00 78,750.00 113,400.00 Jumlah 3,956,400.00 Jumlah 1 M1 Pekerjaan Kusen = 0.0072 x 11,159,668.00 Jumlah Pembulatan 6,000,000.00 60,000.00 78,750.00 16,340.00 56,875.00 70,000.00 78,750.00 Jumlah Jumlah Pembulatan 85,312.50 49,000.00 78.75 134,391.25

7,200,000.00 3,268.00

7,203,268.00

5.2

1 M2 Daun jendela kayu 0.0500 Kayu bengkirai 6/15 M3 0.4000 Lmb Plywood 4 mm 0.0500 M2 Kaca Bening 5 mm 0.1200 Kg Paku biasa 1.5000 OH Pekerja 0.7000 OH Tukang 0.0300 OH Kepala Tukang 0.0010 OH Mandor

300,000.00 24,000.00 3,937.50 1,960.80

Jumlah

329,898.30

5.3

1 BUAH Daun pintu panel solid 0.1500 Kayu bengkirai 6/15 M3 0.8000 Lmb Plywood 4 mm 0.4000 Kg Paku biasa 4.5000 OH Pekerja 2.0000 OH Tukang 0.1000 OH Kepala Tukang 0.0020 OH Mandor

6,000,000.00 60,000.00 16,340.00 56,875.00 70,000.00 78,750.00 Jumlah Jumlah Pembulatan 255,937.50 140,000.00 157.50 396,095.00

900,000.00 48,000.00 6,536.00

Jumlah

954,536.00

5.4

1 BUAH Daun pintu panel kaca 0.0800 Kayu bengkirai 6/15 M3 0.5000 Lmb Plywood 4 mm 2.5000 M2 Kaca Bening 5 mm 0.4000 Kg Paku biasa 4.5000 OH Pekerja 2.0000 OH Tukang 0.1000 OH Kepala Tukang 0.0020 OH Mandor

6,000,000.00 60,000.00 78,750.00 16,340.00 56,875.00 70,000.00 78,750.00 Jumlah Jumlah Pembulatan 255,937.50 140,000.00 157.50 396,095.00

480,000.00 30,000.00 196,875.00 6,536.00

Jumlah

713,411.00

5.5

1 BUAH Daun pintu double teakwood 0.0800 Kayu bengkirai 6/15 M3 2.5000 Lmb Plywood 4 mm 0.4000 Kg Paku biasa 4.5000 OH Pekerja 2.0000 OH Tukang 0.1000 OH Kepala Tukang 0.0020 OH Mandor

6,000,000.00 60,000.00 16,340.00 56,875.00 70,000.00 78,750.00 Jumlah Jumlah Pembulatan 255,937.50 140,000.00 157.50 396,095.00

480,000.00 150,000.00 6,536.00

Jumlah

636,536.00

5.6

1 BUAH Daun pintu sorong teakwood melaminto 0.0800 Kayu bengkirai 6/15 M3 2.5000 Lmb Plywood 4 mm 1.0000 Lmb Formika 0.4000 Kg Paku biasa 4.5000 OH Pekerja 2.0000 OH Tukang 0.1000 OH Kepala Tukang 0.0020 OH Mandor


480,000.00 150,000.00 85,000.00 6,536.00

Jumlah

721,536.00

KODE ANALISA1

INDEX2

SAT.3

URAIAN PEKERJAAN4

SAT. UPAH (Rp.)5

BIAYA UPAH (Rp)6

SAT. BAHAN (Rp)7

BIAYA BAHAN (Rp)8

5.7

1 BUAH Daun pintu toilet PVC 3 0.0450 Kayu bengkirai 6/15 M 2.0000 Lmb Plywood 4 mm 1.0000 Lmb Formika 0.4000 Kg Paku biasa 4.5000 OH Pekerja 2.0000 OH Tukang 0.1000 OH Kepala Tukang 0.0020 OH Mandor


270,000.00 120,000.00 85,000.00 6,536.00

Jumlah

481,536.00

5.8

1 M1 Railling tangga 1.0000 m1 1.6000 OH 0.8000 OH 0.0300 OH 0.0010 OH

Railling tangga Pekerja Tukang Kepala Tukang Mandor

450,000.00 56,875.00 70,000.00 78,750.00 Jumlah Jumlah Pembulatan 91,000.00 56,000.00 78.75 147,078.75

450,000.00

Jumlah

450,000.00

5.9

1 BUAH Daun Besi 19.4500 Kg 4.5000 OH 2.0000 OH 0.1000 OH 0.0020 OH

Besi Strip Pekerja Tukang Kepala Tukang Mandor


200,724.00

Jumlah

200,724.00

5.10

1 M2 Pasang kaca bening 5 mm 1.1000 M2 Kaca Bening 5 mm 0.2000 tube Sealant 0.1012 HO Tukang 0.0384 HO Kepala Tukang 0.1647 HO Pekerja 0.0105 HO Mandor


86,625.00 5,000.00

Jumlah

91,625.00

VI. 6.1

PEKERJAAN LANTAI DAN DINDING KERAMIK 1 M2 Pasangan Keramik Lantai 40/40 cm 1.1000 M2 Keramik 40 / 40 Glazed 11.3800 Kg Semen PC per kg 3 0.0420 Pasir pasang lokal M 0.0620 HO Pekerja 0.2500 HO Tukang 0.0350 HO Kepala Tukang 0.0300 HO Mandor


57,788.50 15,249.20 5,266.80

Jumlah

78,304.50

6.2

1 M2 Pasangan 1.1000 11.3800 0.0420 0.0620 0.2500 0.0350 0.0300

Lantai Keramik Toilet 20/20 M2 Keramik 20 / 20 Unglazed Kg Semen PC per kg 3 Pasir pasang lokal M HO Pekerja HO Tukang HO Kepala Tukang HO Mandor


50,996.00 15,249.20 5,266.80

Jumlah

71,512.00

6.3

1 M2 Pas. Dinding Keramik Toilet 20/25 CM 1.1000 M2 Keramik 20 / 20 Glazed 9.3000 Kg Semen PC per kg 0.0180 Pasir pasang lokal M3 0.0620 HO Pekerja 0.3500 HO Tukang 0.0450 HO Kepala Tukang 0.0300 HO Mandor


51,727.50 12,462.00 2,257.20

Jumlah

66,446.70

KODE ANALISA1

INDEX2

SAT.3

URAIAN PEKERJAAN4

SAT. UPAH (Rp.)5

BIAYA UPAH (Rp)6

SAT. BAHAN (Rp)7

BIAYA BAHAN (Rp)8

6.4

1 M2 Pasangan 1.1000 10.4400 0.0420 0.0620 0.2500 0.0350 0.0300

Lantai Keramik Teras 30/30 M2 Keramik 30 / 30 Unglazed Kg Semen PC per kg 3 Pasir pasang lokal M HO Pekerja HO Tukang HO Kepala Tukang HO Mandor


49,115.00 13,989.60 5,266.80

Jumlah

68,371.40

6.5

1 M1 Pasangan List Keramik 5/20 5.1000 Ea List Keramik 5/20 Glazed 0.4650 Kg Semen PC per kg 0.0009 Kg Pasir pasang lokal 0.0031 HO Pekerja 0.0175 HO Tukang 0.0023 HO Kepala Tukang 0.0015 HO Mandor

4,500.00 1,340.00 125,400.00 56,875.00 70,000.00 78,750.00 Jumlah Jumlah Pembulatan 176.31 1,225.00 118.13 1,519.44

22,950.00 623.10 112.86

Jumlah

23,685.96

6.6

1 M2 Pasangan 1.1000 11.3800 0.0420 0.0620 0.2500 0.0350 0.0300

Plint M2 Kg M3 HO HO HO HO

Keramik 10x50 Plint Keramik 10x50 Semen PC per kg Pasir pasang lokal Pekerja Tukang Kepala Tukang Mandor


2,455.75 15,249.20 5,266.80

Jumlah

22,971.75

VII. 7.1

PEKERJAAN PLAFOND 1 M2 Rangka plafond kalsi board 0.0220 M3 Balok Meranti 0.1500 Kg Paku biasa 0.1023 HO Tukang 0.0164 HO Kepala Tukang 0.1465 HO Pekerja 0.0094 HO Mandor

2,900,000.00 16,340.00 70,000.00 56,875.00 78,750.00 Jumlah Jumlah Pembulatan 7,161.00 8,332.19 740.25 16,233.44

63,800.00 2,451.00

Jumlah

66,251.00

7.2

1 M2 Plafond Kalsi Board 0.3472 Lbr Plafond kalsi board 0.2000 Kg Paku biasa 0.3000 HO Tukang 0.0150 HO Kepala Tukang 0.1500 HO Pekerja 0.0150 HO Mandor

138,000.00 16,340.00 70,000.00 56,875.00 78,750.00 Jumlah Jumlah Pembulatan 21,000.00 8,531.25 1,181.25 30,712.50

47,916.67 3,268.00

Jumlah

51,184.67

7.3

1 M2 Rangka plafond gipsum 1.0000 M2 Rangka Plafond 0.0850 HO Tukang 0.0120 HO Kepala Tukang 0.1200 HO Pekerja 0.0052 HO Mandor


49,800.00

Jumlah

49,800.00

7.4

1 M2 Plafond Gipsum 0.3750 Lbr Plafond kalsi board 0.2000 kg Rivert / Sekrup 0.2000 HO Tukang 0.0100 HO Kepala Tukang 0.1000 HO Pekerja 0.0100 HO Mandor


51,750.00 3,440.00

Jumlah

55,190.00

KODE ANALISA1

INDEX2

SAT.3

URAIAN PEKERJAAN4

SAT. UPAH (Rp.)5

BIAYA UPAH (Rp)6

SAT. BAHAN (Rp)7

BIAYA BAHAN (Rp)8

7.5

1 M List plafond 1.1000 M1 0.0250 Kg 0.0400 HO 0.0070 HO 0.0200 HO 0.0050 HO

1

List Profil Plafond Paku biasa Pekerja Tukang Pekerja Mandor

3,600.00 16,340.00 56,875.00 70,000.00 78,750.00 Jumlah Jumlah Pembulatan 2,275.00 490.00 393.75 3,158.75

3,960.00 408.50

Jumlah

4,368.50

VIII. 8.1

PEKERJAAN PENGECATAN 1 M2 mengecat dinding 0.4000 ltr Cat Catylac 0.2000 Kg Plamir Dinding 1.0000 Lbr Kertas Gosok 0.0705 HO Tukang 0.0094 HO Kepala Tukang 0.0047 HO Pekerja 0.0038 HO Mandor

12,000.00 7,000.00 2,000.00 70,000.00 56,875.00 78,750.00 Jumlah Jumlah Pembulatan 4,935.00 267.31 296.10 5,498.41

4,800.00 1,400.00 2,000.00

Jumlah

8,200.00

8.2

1 M2 Mengecat kayu 0.2850 Kg 0.2500 Kg 0.1800 Liter 1.0000 Lbr 0.0520 HO 0.0052 HO 0.0520 HO 0.0026 HO

Cat Kayu Avian tex 1 Kg Plamir Dinding Minyak Tinner Kertas Gosok Tukang Kepala Tukang Pekerja Mandor

33,750.00 7,000.00 25,000.00 2,000.00 70,000.00 56,875.00 78,750.00 Jumlah Jumlah Pembulatan 3,640.00 2,957.50 204.75 6,802.25

9,618.75 1,750.00 4,500.00 2,000.00

Jumlah

17,868.75

8.3

1 M2 Mengecat 0.1850 0.1500 0.0541 0.0195 0.0106 0.0060

plafond kalsi board Kg Cat Catylac Kg Plamir Dinding Lbr Kertas Gosok HO Tukang HO Kepala Tukang HO Pekerja HO Mandor

12,000.00 7,000.00 2,000.00 70,000.00 56,875.00 78,750.00 Jumlah Jumlah Pembulatan 3,787.00 602.88 472.50 4,862.38

2,220.00 1,050.00 -

Jumlah

3,270.00

IX. 9.1

9.2

X. 10.1

PEKERJAAN RANGKA ATAP DAN ATAP 1 M2 Atap genteng sakura roof 1.6200 Buah Atap Surya Roof / Sakura Roof / metal roof 0.0320 HO Tukang 70,000.00 0.0032 HO Kepala Tukang 0.0400 HO Pekerja 56,875.00 0.0060 HO Mandor 78,750.00 Jumlah Jumlah Pembulatan 1 M2 Rangka atap baja ringan 1.0000 M2 Rangka atap baja ringan 0.3000 Kg Rivert / Sekrup 0.1500 HO Tukang 70,000.00 0.0150 HO Kepala Tukang 0.1000 HO Pekerja 56,875.00 0.0150 HO Mandor 78,750.00 Jumlah Jumlah Pembulatan PEKERJAAN CARPORT 1 M2 Rabat beton 0.0770 M3 Concrete K.100 (3.1) 0.1000 Pasir pasang lokal m3 0.0400 HO Tukang 70,000.00 0.0085 HO Kepala Tukang 0.0400 HO Pekerja 56,875.00 0.0034 HO Mandor 78,750.00 Jumlah Jumlah Pembulatan

41,600.00 2,240.00 2,275.00 472.50 4,987.50

67,392.00

Jumlah

67,392.00

136,000.00 17,200.00 10,500.00 5,687.50 1,181.25 17,368.75

136,000.00 5,160.00

Jumlah

141,160.00

853,943.75 125,400.00 2,800.00 2,275.00 267.75 5,342.75

65,753.67 12,540.00

Jumlah

78,293.67

TAR ANALISA HARGA BAHAN DAN UPAH

JUMLAH HARGA (Rp)9

1,604.75 1,604.75

23,085.13 23,085.13

100,130.00 100,130.00

14,245.00 14,245.00

61,066.79 61,066.79

42,735.00 42,735.00

JUMLAH HARGA (Rp)9

853,943.75 853,943.75

1,008,555.01 1,008,555.01

50,557.12 50,557.12

98,823.33 98,823.33

60,829.53 60,829.53

66,469.53 66,469.53

JUMLAH HARGA (Rp)9

6,147.80 6,147.80

1,890,708.63 1,890,708.63

1,256,904.92 1,256,904.92

2,484,995.15 2,484,995.15

2,635,331.26 2,635,331.26

1,180,078.85 1,180,078.85

480,775.50 480,775.50

95,100.58 95,100.58

40,180.75 40,180.75

JUMLAH HARGA (Rp)9

11,159,668.00 80,349.61 80,349.61

464,289.55 510,718.51

1,350,631.00 1,485,694.10

1,109,506.00 1,220,456.60

1,032,631.00 1,135,894.10

1,117,631.00 1,229,394.10

JUMLAH HARGA (Rp)9

877,631.00 965,394.10

597,078.75 597,078.75

596,819.00 596,819.00

108,903.19 108,903.19

101,693.25 101,693.25

94,900.75 94,900.75

96,835.45 96,835.45

JUMLAH HARGA (Rp)9

91,760.15 91,760.15

25,205.40 25,205.40

46,360.50 46,360.50

82,484.44 82,484.44

81,897.17 81,897.17

62,984.50 62,984.50

75,665.00 75,665.00

JUMLAH HARGA (Rp)9

7,527.25 7,527.25

13,698.41 13,698.41

24,671.00 24,671.00

8,132.38 8,132.38

72,379.50 72,379.50

158,528.75 158,528.75

83,636.42 83,636.42

DAFTAR HARGA UPAH, BAHAN & ALATProyek Pekerjaan Lokasi Tahun NO. : BTN-PKT JL.Gajah : Rumah Tipe 45 : BTN-PKT JL.Gajah : 2011 URAIAN HARGA SATUAN (Rp.)

A. UPAH 1 Pekerja 2 Tukang 3 Kepala Tukang 4 Mandor 5 Upah Pengecoran (Concrete Ready Mix) B. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 BAHAN Tanah Urug Pasir urug Pasir pasang lokal Pasir Beton Ex Palu Batu Split 1 - 2 (Koral Ex. Palu) Batu Gunung Batako 8x13x23 Pasir Lokal Semen PC per kg Semen Warna Paku biasa Paku Plywood Paku Ulin Paku Genteng Metal Rivert / Sekrup Besi Strip Besi Tulangan Kawat Beton/Bendrat Kawat ayam Balok ulin ukuran 10/10 cm Kayu bengkirai 6/15 Balok Meranti Kayu kapur 6/15 Dolken Kayu Gelam List Profil Plafond Plywood 4 mm Plywood 6 mm Formika

56,875.00 70,000.00 78,750.00 10,000.00

/ / / / /

Hari Hari Hari Hari m3

32,685.71 74,800.00 125,400.00 316,800.00 321,200.00 127,600.00 1,500.00 1,340.00 7,800.00 16,340.00 13,760.00 18,920.00 22,360.00 17,200.00 10,320.00 8,600.00 15,910.00 26,660.00 5,500,000.00 6,000,000.00 2,900,000.00 4,300,000.00 8,000.00 3,600.00 60,000.00 75,000.00 85,000.00

/ / / / / / / / / / / / / / / / / / / / / / / / / / /

m3 m3 3 m m3 m3 m3 buah kg kg kg kg kg kg kg kg kg kg m2 m3 m3 3 m m3 buah m lembar lembar lember

NO. 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70

URAIAN Plafond kalsi board Rangka atap baja ringan Atap Surya Roof / Sakura Roof / metal roof Bubungan Surya Roof / Sakura Roof / metal roof Keramik 40 / 40 Glazed Keramik 30 / 30 Unglazed Keramik 20 / 20 Glazed Keramik 20 / 20 Unglazed List Keramik 5/20 Glazed Kloset Jongkok KIA standar Floor Drain Kran air KIA Klosed Duduk KIA standar Seal tape Pembuatan septitank Pembuatan Peresapan Tangki air Pompa air Kaca Bening Tebal 5 mm Plamir Dinding Minyak Tinner Minyak Begisting Pelat alumunium (2 m x 1 m) tebal 2 mm Kusen Alumunium Pipa PVC 1/2" AW Pipa PVC 3/4" AW Pipa PVC 2" AW Pipa PVC 3" AW (talang vertikal + klem) Pipa PVC 4" AW Fiting-fiting PVC Klem talang 4" Kusen Alumunium Rangka Smart Truss Besi siku Profil Alumunium Profil holo Sekrup fixer Sealant Kaca Bening 5 mm Kitchen Zink+Foucet Klosed Duduk Amstad Cermin Kamarmandi Bak Fiber

HARGA SATUAN (Rp.) 138,000.00 136,000.00 41,600.00 37,600.00 52,535.00 44,650.00 47,025.00 46,360.00 4,500.00 180,000.00 25,000.00 65,000.00 1,800,000.00 15,000.00 3,500,000.00 2,500,000.00 890,000.00 2,340,000.00 89,250.00 7,000.00 25,000.00 7,000.00 150,000.00 125,000.00 9,000.00 13,500.00 55,000.00 85,600.00 170,000.00 10,000.00 6,500.00 125,000.00 149,600.00 18,000.00 110,000.00 35,000.00 250.00 25,000.00 78,750.00 245,000.00 1,350,000.00 85,000.00 650,000.00 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / lembar m2 lembar lembar m2 m2 m2 m2 buah buah buah buah buah buah unit unit unit unit 2 m kg liter liter lembar m1 m1 m1 1 m m1 m1 buah buah m1 m2 kg m1 m1 buah tube m2 buah buah buah buah

NO. 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114

URAIAN Pipa 4" Class D Pipa 1 1/2" Class D Pipa 1/2 " Class D Tee 1/2" Elbo 4" Elbo 1 1/2" Elbo 1/2" Kran 1/2" Reducer drat 1/2" Instalasi Listrik ( Suprime / NYA 3 X 2,5 mm ) Lampu PL + Plafond Fiting Lampu dan armature inbow XL 18 W Lampu TL 2 x 40 Watt Philips + Accessories Stop Kontak Broco Saklar Single Broco Saklar Double Broco Saklar Triple Broco MCCB 16 A Box Panel + Accessories Penangkal Petir MCB 4 A Grounding panel Grendel Pintu Engsel Jendela Alumunium Engsel 4" Pintu Engsel Pintu Partisi Grendel Jendela Almunium Hak angin alumunium Cat Kayu Avian tex 1 Kg Cat Catylac P1 kaca 5 mm rangka kayu ( 90 x 2100 ) P2 double plywood 6 mm ( 80 x 2100 ) PJ2 double plywood 6 mm kaca tengah ( 80 x 2100 ) PJ1 jendela gendong kaca 5 mm ( 60 x 1750 ) PJ2 jendela gendong kaca 5 mm ( 50 x 60 ) J1 jendela kaca mati 5 mm ( 30 x 2520 ) J2 jendela gendong kaca 5 mm ( 60 x 1250 ) J3 jendela kaca mati 5 mm ( 0,75 x 0,78 ) J4 jendela kaca mati 5 mm ( 1,295 m2 ) Lampu / Lamp Ternado Merk Philip 24 Watt Fitting Lampu / Lamp Fitting Box Breaker Breaker 4 ampere x 2 Breaker 2 ampere x 1

HARGA SATUAN (Rp.) 100,000.00 70,000.00 50,000.00 15,000.00 30,000.00 15,000.00 10,000.00 15,000.00 15,000.00 140,000.00 90,000.00 135,000.00 220,000.00 35,000.00 35,000.00 45,000.00 55,000.00 65,000.00 350,000.00 2,000,000.00 55,000.00 120,000.00 23,625.00 51,030.00 65,100.00 50,400.00 23,100.00 37,275.00 33,750.00 12,000.00 721,560.00 714,000.00 1,014,300.00 1,228,500.00 406,350.00 881,370.00 554,400.00 614,250.00 35,000.00 10,000.00 45,000.00 60,000.00 40,000.00 / btg / btg / btg / buah / buah / buah / buah / buah / buah / titik / buah / buah / buah / buah / buah / buah / buah / buah / unit / unit / buah / unit / buah / buah / buah / buah / buah / buah / kg / ltr / Buah / Buah / Buah / Buah / Buah / Buah / Buah / Buah / Buah unit ea Set ea ea

NO. 115 116 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 C. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19

URAIAN Cable type Interna NYM 1C x 1.5 mm Blue Light Cable type Interna NYM 1C x 1.5 mm Black Light Cable type Interna NYM 1C x 1.5 mm Yellow Light Pvc Listrik Merk Egga 3/4" T Doss 3/4" Clamp Pipa 3/4" Box Metal in wall Stop kontak 10 / 16 A 1 Phase Merk Legrand Stop kontak AC 3 Hole 10 / 16 A 1 Phase Merk Legrand Outlet Telepon Outlet Tv Cable Box Metal in wall telp Box Metal in wall TV Cable type Interna NYM 1C x 2.5 mm Blue Stop Kontak Cable type Interna NYM 1C x 2.5 mm Black Stop Kontak Cable type Interna NYM 1C x 2.5 mm Yellow Stop Kontak Sakral Tunggal 10 / 16 A Merk legrand Sakral Ganda 10 / 16 A Merk legrand Kertas Gosok Rangka Plafond Concrete ready mix K125 Concrete ready mix K175 Concrete ready mix K225 SUBKONT (MATERIAL & PASANG) Pasang Bouwplank Air Kerja dan Listrik Kerja Waterproofing Kunci Pintu SES Kunci Pintu KM/WC Kunci Pintu Partisi Handle pintu Grendel Jendela Almunium Atap Baja Ringan Bahan Zincalum Bubungan Atap Listplank Calsiboard T.9 mm x 30 Grendel Pintu Engsel Jendela Almunium Engsel 4" SES Pintu Engsel Pintu Partisi Grendel Jendela Hak angin Pengecatan kusen & pintu (duco) Pembersihan Lahan

HARGA SATUAN (Rp.) 2,500.00 2,500.00 2,500.00 1,500.00 1,000.00 10,000.00 4,000.00 15,000.00 20,000.00 25,000.00 25,000.00 8,000.00 8,000.00 3,000.00 3,000.00 3,000.00 15,000.00 15,000.00 2,000.00 49,800.00 889,900.00 990,600.00 1,025,500.00 mtr mtr mtr mtr ea ktng ea ea ea ea ea ea ea mtr mtr mtr ea ea / lembar / M2 / M3 / M3 / M3

320,000.00 400,000.00 5,000.00 199,500.00 168,000.00 157,500.00 126,000.00 23,100.00 149,600.00 38,400.00 57,720.00 23,625.00 51,030.00 65,100.00 50,400.00 23,100.00 37,275.00 42,997.50 3,200.00

/ / / / / / / / / / / / / / / / / / /

Ls Hari M2 buah buah buah buah buah M2 M1 M1 buah buah buah buah buah buah M2 M2

NO. 20

URAIAN Sponengan 0 UPAH (PASANG) Kitchen Zink+Foucet Klosed Duduk Amstad Cermin Kamarmandi Bak Fiber Pipa 4" Class D Pipa 1 1/2" Class D Pipa 1/2 " Class D Tee 1/2" Elbo 4" Elbo 1 1/2" Elbo 1/2" Kran 1/2" Reducer drat 1/2" Lampu / Lamp Ternado Merk Philip 24 Watt Fitting Lampu / Lamp Fitting Box Breaker Breaker 4 ampere x 2 Breaker 2 ampere x 1 Cable type Interna NYM 1C x 1.5 mm Blue Light Cable type Interna NYM 1C x 1.5 mm Black Light Cable type Interna NYM 1C x 1.5 mm Yellow Light Pvc Listrik Merk Egga 3/4" T Doss 3/4" Clamp Pipa 3/4" Box Metal in wall Stop kontak 10 / 16 A 1 Phase Merk Legrand Stop kontak AC 3 Hole 10 / 16 A 1 Phase Merk Legrand Outlet Telepon Outlet Tv Cable Box Metal in wall telp Box Metal in wall TV Cable type Interna NYM 1C x 2.5 mm Blue Stop Kontak Cable type Interna NYM 1C x 2.5 mm Black Stop Kontak Cable type Interna NYM 1C x 2.5 mm Yellow Stop Kontak Sakral Tunggal 10 / 16 A Merk legrand Sakral Ganda 10 / 16 A Merk legrand P1 kaca 5 mm rangka kayu ( 90 x 2100 ) P2 double plywood 6 mm ( 80 x 2100 ) PJ2 double plywood 6 mm kaca tengah ( 80 x 2100 ) PJ1 jendela gendong kaca 5 mm ( 60 x 1750 )

HARGA SATUAN (Rp.) 7,760.00 / M1

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40

30,000.00 80,000.00 1,000.00 67,000.00 1,500.00 1,000.00 1,000.00 500.00 500.00 500.00 500.00 500.00 500.00 800.00 5,000.00 5,000.00 5,000.00 1,000.00 1,000.00 1,000.00 1,200.00 500.00 500.00 500.00 500.00 1,500.00 1,500.00 500.00 500.00 1,000.00 1,000.00 1,000.00 500.00 500.00 144,312.00 142,800.00 202,860.00 245,700.00

/ buah / buah / buah / buah / btg / btg / btg / buah / buah / buah / buah / buah / buah unit ea Set ea ea mtr mtr mtr mtr ea ktng ea ea ea ea ea ea ea mtr mtr mtr ea ea / Buah / Buah / Buah / Buah

NO. 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83

URAIAN PJ2 jendela gendong kaca 5 mm ( 50 x 60 ) J1 jendela kaca mati 5 mm ( 30 x 2520 ) J2 jendela gendong kaca 5 mm ( 60 x 1250 ) J3 jendela kaca mati 5 mm ( 0,75 x 0,78 ) J4 jendela kaca mati 5 mm ( 1,295 m2 ) 0 0 0 0 0 0 0

HARGA SATUAN (Rp.) 81,270.00 176,274.00 110,880.00 122,850.00 / / / / / Buah Buah Buah Buah Buah

NO. 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114

URAIAN

HARGA SATUAN (Rp.)

NO.

URAIAN

HARGA SATUAN (Rp.)

NO.

URAIAN

HARGA SATUAN (Rp.)

NO.

URAIAN

HARGA SATUAN (Rp.)

NO.

URAIAN

HARGA SATUAN (Rp.)

NO.

URAIAN

HARGA SATUAN (Rp.)

NO.

URAIAN

HARGA SATUAN (Rp.)

PLUMBING FOR MATERIAL REQUESTNo1 2 3 4 1 2 3 4 5 6 7 8 9

Uraian ( Item )Kitchen Zink+Foucet Klosed Duduk Amstad Cermin Kamarmandi Bak Fiber

Harga SatuanRp Rp Rp Rp 245,000 1,350,000 85,000 650,000

Upah SatuanRp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp 30,000.0 80,000.0 1,000.0 67,000.0 1,500.0 1,000.0 1,000.0 500.0 500.0 500.0 500.0 500.0 500.0

Total HargaRp 275,000 Rp 1,430,000 Rp 86,000 Rp 717,000 Rp Rp Rp Rp Rp Rp Rp Rp Rp 101,500 71,000 51,000 15,500 30,500 15,500 10,500 15,500 15,500

Type 45 1 unit 1.00 1.00 1.00 1.00 2.00 3.00 6.00 3.00 2.00 3.00 12.00 4.00 4.00

Line Aksesoris Kamar Mandi

Pipa 4" Class D Pipa 1 1/2" Class D Pipa 1/2 " Class D Tee 1/2" Elbo 4" Elbo 1 1/2" Elbo 1/2" Kran 1/2" Reducer drat 1/2"

Line Air Bersih Rp 100,000 Rp 70,000 Rp 50,000 Rp 15,000 Rp 30,000 Rp 15,000 Rp 10,000 Rp 15,000 Rp 15,000 Line Air Kotor

Total Harga

PLUMBING FOR MATERIAL REQUESTType 45 Harga Perunit Line Aksesoris Kamar Mandi Rp Rp Rp Rp Line Air Bersih Rp Rp Rp Rp Rp Rp Rp Rp Rp Line Air Kotor Rp 3,634,00050,876,000

275,000 1,430,000 86,000 717,000 203,000 213,000 306,000 46,500 61,000 46,500 126,000 62,000 62,000

DETAIL SPESIFIKASI DAN HARGA ELECTRICALProyek Pekerjaan Lokasi TahunNo 1 A I 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23

: BTN-PKT JL.Gajah : Rumah Tipe 45 : BTN-PKT JL.Gajah : 2011Satuan 4 Biaya Upah Biaya Matrial 5 Jumlah Harga 9

Uraian Pekerjaan Volume 2 3 PEKERJAAN ELEKTRIKAL PENERANGAN / LINGTHING FIXTURE / TELPON / TV CABEL Lampu / Lamp Ternado Merk Philip 24 Watt 0 Fitting Lampu / Lamp Fitting 10 Box Breaker 1 Breaker 4 ampere x 2 1 Breaker 2 ampere x 1 1 Cable type Interna NYM 1C x 1.5 mm Blue Light 60 Cable type Interna NYM 1C x 1.5 mm Black Light 60 Cable type Interna NYM 1C x 1.5 mm Yellow Light 60 Pvc Listrik Merk Egga 3/4" 45 T Doss 3/4" 17 Clamp Pipa 3/4" 2 Box Metal in wall 10 Stop kontak 10 / 16 A 1 Phase Merk Legrand 5 Stop kontak AC 3 Hole 10 / 16 A 1 Phase Merk Legrand 2 Outlet Telepon 1 Outlet Tv Cable 1 Box Metal in wall telp 1 Box Metal in wall TV 1 Cable type Interna NYM 1C x 2.5 mm Blue Stop Kontak 55 Cable type Interna NYM 1C x 2.5 mm Black Stop Kontak 55 Cable type Interna NYM 1C x 2.5 mm Yellow Stop Kontak 55 Sakral Tunggal 10 / 16 A Merk legrand 5 Sakral Ganda 10 / 16 A Merk legrand 3

unit ea Set ea ea mtr mtr mtr mtr ea ktng ea ea ea ea ea ea ea mtr mtr mtr ea ea

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

800 5,000 5,000 5,000 1,000 1,000 1,000 1,200 500 500 500 500 1,500 1,500 500 500 1,000 1,000 1,000 500 500

Rp 35,000 Rp 10,000 Rp 45,000 Rp 60,000 Rp 40,000 Rp 2,500 Rp 2,500 Rp 2,500 Rp 1,500 Rp 1,000 Rp 10,000 Rp 4,000 Rp 15,000 Rp 20,000 Rp 25,000 Rp 25,000 Rp 8,000 Rp 8,000 Rp 3,000 Rp 3,000 Rp 3,000 Rp 15,000 Rp 15,000 Total Amount Roundown

Rp Rp 108,000 Rp 50,000 Rp 65,000 Rp 45,000 Rp 210,000 Rp 210,000 Rp 210,000 Rp 121,500 Rp 25,500 Rp 20,000 Rp 45,000 Rp 77,500 Rp 41,000 Rp 26,500 Rp 26,500 Rp 8,500 Rp 8,500 Rp 220,000 Rp 220,000 Rp 220,000 Rp 77,500 Rp 46,500 Rp 2,082,500 Rp 2,082,000

d s j j j

1 2 3 5 6

d s j

1 2 14

rab type 36

Documents