NEW analisa2014.xls
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AHSP-1 ANALISA HARGA SATUAN PEKERJAAN TAHUN 2014 No. Uraian Pekerjaan Sat. Koef. Harga Satuan (Rp) 1 2 3 5. 6. I. PEKERJAAN PENDAHULUAN 1 Pembersihan Lokasi m2 1.000 Pekerja OH 0.100 60,000.00 Mandor OH 0.050 80,000.00 Jumlah 2 Pengukuran dan pasangan bouwplank m 1.000 Kayu meranti balok m3 0.012 3,300,000.00 Paku biasa 2" - 5 " kg 0.020 15,000.00 Kayu meranti papan (MC) 2/20 m3 0.007 1,750,000.00 Pekerja oh 0.100 60,000.00 Tukang Kayu oh 0.100 70,000.00 Kepala Tukang Kayu oh 0.010 75,000.00 Mandor oh 0.005 80,000.00 Jumlah 3 Direksi Keet dan Gudang m2 1.000 Sewa Direksikeet dan Gudang bln 7.000 1,650,000.00 Jumlah 4 Pembuatan pagar sementara seng gelombang m1 1.000 tinggi 2 m Dolken kayu Gelam 8-10/400 cm bt 1.100 14,000.00 Seng Gelombang Uk. (0,8 x 1,50) lbr 1.000 52,000.00 Kayu Meranti Kaso 5/7 m3 0.025 3,300,000.00 Paku Asbes kg 0.060 16,000.00 Cat Meni Besi kg 0.450 35,000.00 Pekerja oh 0.400 60,000.00 Tukang Kayu oh 0.200 70,000.00 Kepala Tukang Kayu oh 0.020 75,000.00 Mandor oh 0.020 80,000.00 Jumlah 5 Biaya Listrik kerja ls 1.000 Sewa Genset hr 90.000 60,000.00 Solar lt 450.000 6,500.00 Olie lt 20.000 30,000.00 Jumlah 6 Biaya Air Kerja ls 1.000 Air kerja bln 6.000 750,000.00 Jumlah 7 Papan Nama Proyek 80 x 120 cm, t = 250 cm unit 1.000 Kayu Meranti papan t= 2 cm 0.050 5,750,000.00 Seng Plat BJLS 30 1.620 80,000.00 Paku kg 0.600 15,000.00 Cat Kayu kg 1.500 44,000.00 Beton Cor K225 0.100 815,662.00 Pekerja OH 2.000 60,000.00 Tukang Kayu OH 1.000 70,000.00 Tukang cat OH 1.000 70,000.00 Mandor OH 1.000 80,000.00 Jumlah II. PEKERJAAN TANAH 1 Galian Tanah Biasa Sedalam 1m m3 1.000 Pekerja OH 0.750 60,000.00 Mandor OH 0.025 80,000.00 Jumlah 2 Bor Pondasi Strous dia 30 cm m3 1.000 Pekerja OH 1.440 60,000.00 Mandor OH 0.072 80,000.00 Sewa alat bor strous jam 1.200 15,000.00 Jumlah 3 Urugan Pasir m3 1.000 Pasir Urug m3 1.100 120,000.00 Pekerja OH 0.300 60,000.00 Mandor OH 0.100 80,000.00 Jumlah m 3 m 2 m 3
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Transcript of NEW analisa2014.xls
AHSP-1
ANALISA HARGA SATUAN PEKERJAANTAHUN 2014
No. Uraian Pekerjaan Sat. Koef.
1 2 3 5. 6.I. PEKERJAAN PENDAHULUAN1 Pembersihan Lokasi m2 1.000
Pekerja OH 0.100 60,000.00 6,000.00 Mandor OH 0.050 80,000.00 4,000.00
Jumlah 10,000.00 2 Pengukuran dan pasangan bouwplank m 1.000
Kayu meranti balok m3 0.012 3,300,000.00 39,600.00 Paku biasa 2" - 5 " kg 0.020 15,000.00 300.00 Kayu meranti papan (MC) 2/20 m3 0.007 1,750,000.00 12,250.00 Pekerja oh 0.100 60,000.00 6,000.00 Tukang Kayu oh 0.100 70,000.00 7,000.00 Kepala Tukang Kayu oh 0.010 75,000.00 750.00 Mandor oh 0.005 80,000.00 360.00
Jumlah 66,260.00 3 Direksi Keet dan Gudang m2 1.000
Sewa Direksikeet dan Gudang bln 7.000 1,650,000.00 11,550,000.00 Jumlah 11,550,000.00
4 Pembuatan pagar sementara seng gelombang m1 1.000tinggi 2 m Dolken kayu Gelam 8-10/400 cm bt 1.100 14,000.00 15,400.00
Seng Gelombang Uk. (0,8 x 1,50) lbr 1.000 52,000.00 52,000.00 Kayu Meranti Kaso 5/7 m3 0.025 3,300,000.00 80,850.00 Paku Asbes kg 0.060 16,000.00 960.00 Cat Meni Besi kg 0.450 35,000.00 15,750.00 Pekerja oh 0.400 60,000.00 24,000.00 Tukang Kayu oh 0.200 70,000.00 14,000.00 Kepala Tukang Kayu oh 0.020 75,000.00 1,500.00 Mandor oh 0.020 80,000.00 1,600.00
Jumlah 206,060.00 5 Biaya Listrik kerja ls 1.000
Sewa Genset hr 90.000 60,000.00 5,400,000.00 Solar lt 450.000 6,500.00 2,925,000.00 Olie lt 20.000 30,000.00 600,000.00
Jumlah 8,925,000.00 6 Biaya Air Kerja ls 1.000
Air kerja bln 6.000 750,000.00 4,500,000.00 Jumlah 4,500,000.00
7 Papan Nama Proyek 80 x 120 cm, t = 250 cm unit 1.000 Kayu Meranti papan t= 2 cm 0.050 5,750,000.00 287,500.00 Seng Plat BJLS 30 1.620 80,000.00 129,600.00 Paku kg 0.600 15,000.00 9,000.00 Cat Kayu kg 1.500 44,000.00 66,000.00 Beton Cor K225 0.100 815,662.00 81,566.20 Pekerja OH 2.000 60,000.00 120,000.00 Tukang Kayu OH 1.000 70,000.00 70,000.00 Tukang cat OH 1.000 70,000.00 70,000.00 Mandor OH 1.000 80,000.00 80,000.00
Jumlah 913,666.20 II. PEKERJAAN TANAH 1 Galian Tanah Biasa Sedalam 1m m3 1.000
Pekerja OH 0.750 60,000.00 45,000.00 Mandor OH 0.025 80,000.00 2,000.00
Jumlah 47,000.00 2 Bor Pondasi Strous dia 30 cm m3 1.000
Pekerja OH 1.440 60,000.00 86,400.00 Mandor OH 0.072 80,000.00 5,760.00 Sewa alat bor strous jam 1.200 15,000.00 18,000.00
Jumlah 110,160.00 3 Urugan Pasir m3 1.000
Pasir Urug m3 1.100 120,000.00 132,000.00 Pekerja OH 0.300 60,000.00 18,000.00 Mandor OH 0.100 80,000.00 8,000.00
Jumlah 158,000.00
Harga Satuan (Rp)
Jumlah(Rp)
m3
m2
m3
AHSP-2
No. Uraian Pekerjaan Sat. Koef. Harga Satuan (Rp)
Jumlah(Rp)
4 Urugan Tasirtu m3 1.000Tasirtu m3 1.200 85,000.00 102,000.00 Sewa stemper hari 0.009 100,000.00 900.00 Pekerja OH 0.250 60,000.00 15,000.00 Mandor OH 0.025 80,000.00 2,000.00
Jumlah 119,900.00 5 Urugan Tanah Kembali m3 1.000
Pekerja OH 0.102 60,000.00 6,120.00 Mandor OH 0.019 80,000.00 1,520.00
Jumlah 7,640.00 6 Buangan Tanah Galian m3 1.000
Pekerja OH 0.200 60,000.00 12,000.00 Mandor OH 0.040 80,000.00 3,200.00
Jumlah 15,200.00 III. PEKERJAAN PASANGAN PONDASI 1 Batu kosongan Aanstampeng m3 1.000
Batu kali belah m3 1.2000 135,000.00 162,000.00 Pasir Urug m3 0.3000 120,000.00 36,000.00 Pekerja oh 0.7800 60,000.00 46,800.00 Tukang Batu oh 0.3900 70,000.00 27,300.00 Kepala Tukang Batu oh 0.0390 75,000.00 2,925.00 Mandor oh 0.0390 80,000.00 3,120.00
Jumlah 278,145.00 2 Pondasi Batu kali1:5 m3 1.000
Batu kali belah m3 1.100 135,000.00 148,500.00 Semen Portland kg 136.000 1,120.00 152,320.00 Pasir Pasang m3 0.544 158,000.00 85,952.00 Pekerja oh 1.500 60,000.00 90,000.00 Tukang Batu oh 0.750 70,000.00 52,500.00 Kepala Tukang Batu oh 0.075 75,000.00 5,625.00 Mandor oh 0.075 80,000.00 6,000.00
Jumlah 540,897.00 3 Pasangan Pondasi rollag batu bata 1:3 m3 1.000
Batu bata merah 5x11x22 cm bh 70.000 575.00 40,250.00 Semen Portland zak 0.287 56,000.00 16,094.40 Pasir pasang m3 0.040 158,000.00 6,320.00 Pekerja oh 0.300 60,000.00 18,000.00 Tukang Batu oh 0.100 70,000.00 7,000.00 Kepala Tukang Batu oh 0.010 75,000.00 750.00 Mandor oh 0.015 80,000.00 1,200.00
Jumlah 1 m2 89,614.40 Jumlah 1 m3 8.333 89,614.40 746,786.67
IV. PEKERJAAN PASANGAN DINDING TEMBOK1 Pasang Dinding Bata 1:3 1/2 Bata m2 1.000
Batu Bata Merah bh 70.000 575.00 40,250.00 Semen Portland 50 kg zak 0.287 56,000.00 16,094.40 Pasir Pasang m3 0.040 158,000.00 6,320.00 Pekerja OH 0.300 60,000.00 18,000.00 Tukang Batu OH 0.100 70,000.00 7,000.00 Kepala Tukang Batu OH 0.010 75,000.00 750.00 Mandor OH 0.015 80,000.00 1,200.00
Jumlah 89,614.40 Jumlah 1 m3 8.330 89,614.40 746,487.95
2 Pasang Dinding Bata 1:5 1/2 Bata m2 1.000Batu Bata Merah bh 70.000 575.00 40,250.00 Semen Portland 50 kg zak 0.194 56,000.00 10,864.00 Pasir Pasang m3 0.045 158,000.00 7,110.00 Pekerja OH 0.300 60,000.00 18,000.00 Tukang Batu OH 0.100 70,000.00 7,000.00 Kepala Tukang Batu OH 0.010 75,000.00 750.00 Mandor OH 0.015 80,000.00 1,200.00
Jumlah 85,174.00 V. PEKERJAAN PLESTERAN, BENANGAN DAN ACIAN 1 Plesteran Tebal 15mm Campuran 1 : 3 m2 1.000
Semen Portland 50 kg zak 0.156 56,000.00 8,708.00 Pasir pasang m3 0.023 158,000.00 3,634.00 Pekerja OH 0.300 60,000.00 18,000.00 Tukang Batu OH 0.150 70,000.00 10,500.00 Kepala Tukang Batu OH 0.015 75,000.00 1,125.00 Mandor OH 0.015 80,000.00 1,200.00
Jumlah 43,167.00 2 Plesteran Tebal 15mm Campuran 1 : 5 m2 1.000
Semen Portland 50 kg zak 0.104 56,000.00 5,807.20 Pasir pasang m3 0.026 158,000.00 4,108.00 Pekerja OH 0.300 60,000.00 18,000.00
AHSP-3
No. Uraian Pekerjaan Sat. Koef. Harga Satuan (Rp)
Jumlah(Rp)
Tukang Batu OH 0.150 70,000.00 10,500.00 Kepala Tukang Batu OH 0.015 75,000.00 1,125.00 Mandor OH 0.015 80,000.00 1,200.00
Jumlah 40,740.20 3 Benangan Sudut 1 : 2 m 1.000
Semen Portland zak 0.010 56,000.00 560.00 Pasir Pasang m3 0.013 158,000.00 2,054.00 Pekerja OH 0.080 60,000.00 4,800.00 Tukang Batu OH 0.040 70,000.00 2,800.00 Kepala Tukang Batu OH 0.040 75,000.00 3,000.00 Mandor OH 0.004 80,000.00 320.00
Jumlah 13,534.00 4 Acian Beton m2 1.000
Semen Portland zak 0.065 56,000.00 3,640.00 Pekerja OH 0.200 60,000.00 12,000.00 Tukang Batu OH 0.100 70,000.00 7,000.00 Kepala Tukang Batu OH 0.010 75,000.00 750.00 Mandor OH 0.010 80,000.00 800.00
Jumlah 24,190.00 VI. PEKERJAAN PONDASI MINI PILE 1 Pemancangan Tiang Pancang 25X25 cm, l= 12 m m 1.000
Mini pile □ 250 x 250 mm, panjang 12 m m 1.000 130,000.00 130,000.00 Mandor oh 0.125 80,000.00 10,000.00 Sewa Crane 30 ton Jam 0.218 130,000.00 28,340.00 Sewa Hammer Tiang Pancang Jam 0.218 150,000.00 32,700.00
Jumlah 201,040.00 2 Penyambungan Tiang Pancang 25x25 cm bh 1.000
Joint sambungan Tiang Pancang bh 1.000 30,000.00 30,000.00 Kawat Las Electroda kg 0.500 35,000.00 17,500.00 Oli lt 0.050 30,000.00 1,500.00 Solar lt 1.000 6,500.00 6,500.00 Sewa Welding Set hr 0.050 50,000.00 2,500.00 Tukang Las oh 0.250 70,000.00 17,500.00
Jumlah 75,500.00
AHSP-4
No. Uraian Pekerjaan Sat. Koef. Harga Satuan (Rp)
Jumlah(Rp)
3 Pemotongan ujung tiang pancang 25x25 cm ttk 1.000 Pekerja oh 0.420 60,000.00 25,200.00 Tukang Las oh 0.250 70,000.00 17,500.00 Mandor oh 0.020 80,000.00 1,600.00
Jumlah 44,300.00 VII. PEKERJAAN BETON1 Beton Lantai Kerja 1:3:5 m3 1.000
Semen Portland 40 kg zak 5.750 52,000.00 299,000.00 Pasir beton m3 0.558 160,000.00 89,296.00 Batu pecah mesin 1/2 m3 0.541 240,000.00 129,720.00 Air (biaya air tawar) lt 215.000 20.00 4,300.00 Pekerja OH 1.200 60,000.00 72,000.00 Tukang Batu OH 0.200 70,000.00 14,000.00 Kepala Tukang Batu OH 0.020 75,000.00 1,500.00 Mandor OH 0.060 80,000.00 4,800.00
Jumlah 614,616.00 2 Beton Rabat beton 1:3:5 m3 1.000
Semen Portland 40 kg zak 6.900 52,000.00 358,800.00 Pasir beton m3 0.518 160,000.00 82,800.00 Batu pecah mesin 1/2 m3 0.533 240,000.00 127,824.00 Air (biaya air tawar) lt 215.000 20.00 4,300.00 Pekerja OH 1.650 60,000.00 99,000.00 Tukang Batu OH 0.275 70,000.00 19,250.00 Kepala Tukang Batu OH 0.028 75,000.00 2,100.00 Mandor OH 0.083 80,000.00 6,640.00
Jumlah 700,714.00 3 Beton K-225 m3 1.000
Semen Portland 40 kg zak 9.275 52,000.00 482,300.00 Pasir beton m3 0.436 160,000.00 69,808.00 Batu pecah mesin 1/2 m3 0.551 240,000.00 132,264.00 Air (biaya air tawar) lt 215.000 20.00 4,300.00 Pekerja OH 1.650 60,000.00 99,000.00 Tukang Batu OH 0.275 70,000.00 19,250.00 Kepala Tukang Batu OH 0.028 75,000.00 2,100.00 Mandor OH 0.083 80,000.00 6,640.00
Jumlah 815,662.00 4 Beton K-300 m3 1.000
Semen Portland 40 kg zak 10.325 52,000.00 536,900.00 Pasir beton m3 0.426 160,000.00 68,096.00 Batu pecah mesin 1/2 m3 0.537 240,000.00 128,976.00 Air (biaya air tawar) lt 215.000 20.00 4,300.00 Pekerja OH 1.650 60,000.00 99,000.00 Tukang Batu OH 0.275 70,000.00 19,250.00 Kepala Tukang Batu OH 0.028 75,000.00 2,100.00 Mandor OH 0.083 80,000.00 6,640.00
Jumlah 865,262.00 5 Pembesian Dengan Besi Ulir 39 kg 1.000
Besi beton ulir kg 1.050 9,600.00 10,080.00 Kawat beton (bendrat) kg 0.015 16,000.00 240.00 Pekerja OH 0.007 60,000.00 420.00 Tukang Besi OH 0.007 70,000.00 490.00 Kepala Tukang Besi OH 0.001 75,000.00 52.50 Mandor OH 0.000 80,000.00 32.00
Jumlah 11,314.50 6 Pembesian Dengan Besi Polos U-24 kg 1.000
Besi beton polos kg 1.050 9,400.00 9,870.00 Kawat beton (bendrat) kg 0.015 16,000.00 240.00 Pekerja OH 0.007 60,000.00 420.00 Tukang Besi OH 0.007 70,000.00 490.00 Kepala Tukang Besi OH 0.001 75,000.00 52.50 Mandor OH 0.000 80,000.00 32.00
Jumlah 11,104.50
AHSP-5
No. Uraian Pekerjaan Sat. Koef. Harga Satuan (Rp)
Jumlah(Rp)
7 Pembesian Wiremesh M6 m2 1.000 Wiremesh M6 (210 x 495 cm ) lbr 0.0900 400,000.00 36,000.00 Kawat beton kg 0.0300 16,000.00 480.00 Pekerja OH 0.1500 60,000.00 9,000.00 Tukang Besi OH 0.0300 70,000.00 2,100.00 Kepala Tukang Besi OH 0.0150 75,000.00 1,125.00 Mandor OH 0.0300 80,000.00 2,400.00
Jumlah 51,105.00 8 Bekisting Untuk Pile Cap m2 1.000
Batako Ukuran 9 x 19 x 39 cm bh 14.000 2,000.00 28,000.00 Pasir Pasang m3 0.027 158,000.00 4,266.00 Semen PC Kg 7.500 1,120.00 8,400.00 Pekerja HO 0.320 60,000.00 19,200.00 Tukang Batu HO 0.100 70,000.00 7,000.00 Kepala Tukang Batu HO 0.010 75,000.00 750.00 Mandor/Pengawas HO 0.005 80,000.00 400.00
Jumlah 68,016.00 9 Bekisting Untuk Sloof, Kolom, Ring Praktis m2 1.000
Kayu meranti papan (MC) m3 0.022 1,750,000.00 38,500.00 Kayu meranti usuk m3 0.002 3,300,000.00 6,600.00 Paku biasa 2"- 5" kg 0.300 15,000.00 4,500.00 Minyak Begesting ltr 0.100 6,500.00 650.00
Jumlah bahan 50,250.00 Pekerja OH 0.520 60,000.00 31,200.00 Tukang Kayu OH 0.260 70,000.00 18,200.00 Kepala Tukang Kayu OH 0.026 75,000.00 1,950.00 Mandor OH 0.026 80,000.00 2,080.00
Jumlah upah 53,430.00 Bahan Begesting 2x pakai 0.500 50,250.00 25,125.00 Upah bgesting 2 x pakai 1.000 53,430.00 53,430.00
Jumlah begesting 2 x pakai 78,555.00 10 Bekisting Kolom Struktur m2 1.000
Kayu meranti usuk m3 0.010 3,300,000.00 33,000.00 Paku biasa 2"- 5" kg 0.400 15,000.00 6,000.00 Minyak Begesting ltr 0.200 6,500.00 1,300.00 Balok Kayu Meranti m3 0.015 3,650,000.00 54,750.00 Multiplek tebal 12 mm lbr 0.350 158,000.00 55,300.00 Dolken Kayu Gelam 8-10/400 cm btg 2.000 14,000.00 28,000.00
Jumlah bahan 178,350.00 Pekerja OH 0.660 60,000.00 39,600.00 Tukang Kayu OH 0.330 70,000.00 23,100.00 Kepala Tukang Kayu OH 0.033 75,000.00 2,475.00 Mandor OH 0.033 80,000.00 2,640.00
Jumlah upah 67,815.00 Bahan Begesting 2x pakai 0.500 178,350.00 89,175.00 Upah bgesting 2 x pakai 1.000 67,815.00 67,815.00
Jumlah begesting 2 x pakai 156,990.00 11 Bekisting Balok Struktur m3 1.000
Kayu meranti usuk m3 0.020 3,300,000.00 66,000.00 Paku biasa 2"- 5" kg 0.400 15,000.00 6,000.00 Minyak Begesting ltr 0.200 6,500.00 1,300.00 Balok Kayu Meranti m3 0.018 3,650,000.00 65,700.00 Multiplek tebal 12 mm lbr 0.350 158,000.00 55,300.00 Dolken Kayu Gelam 8-10/400 cm btg 2.000 14,000.00 28,000.00
Jumlah bahan 222,300.00 Pekerja OH 0.660 60,000.00 39,600.00 Tukang Kayu OH 0.330 70,000.00 23,100.00 Kepala Tukang Kayu OH 0.033 75,000.00 2,475.00 Mandor OH 0.033 80,000.00 2,640.00
Jumlah upah 67,815.00 Bahan Begesting 2x pakai 0.500 222,300.00 111,150.00 Upah bgesting 2 x pakai 1.000 67,815.00 67,815.00
Jumlah begesting 2 x pakai 178,965.00
AHSP-6
No. Uraian Pekerjaan Sat. Koef. Harga Satuan (Rp)
Jumlah(Rp)
12 Bekisting Plat Lantai m3 1.000Kayu meranti usuk m3 0.0238 3,300,000.00 78,540.00 Paku biasa 2"- 5" kg 0.4000 15,000.00 6,000.00 Minyak Begesting ltr 0.2000 6,500.00 1,300.00 Balok Kayu Meranti m3 0.0150 3,650,000.00 54,750.00 Multiplek tebal 12 mm lbr 0.3500 158,000.00 55,300.00 Dolken Kayu Gelam 8-10/400 cm btg 6.0000 14,000.00 84,000.00
Jumlah bahan 279,890.00 Pekerja OH 0.660 60,000.00 39,600.00 Tukang Kayu OH 0.330 70,000.00 23,100.00 Kepala Tukang Kayu OH 0.033 75,000.00 2,475.00 Mandor OH 0.033 80,000.00 2,640.00
Jumlah upah 67,815.00 Bahan Begesting 2x pakai 0.500 279,890.00 139,945.00 Upah bgesting 2 x pakai 1.000 67,815.00 67,815.00
Jumlah begesting 2 x pakai 207,760.00 13 Bekisting Tangga m3 1.000
Kayu meranti usuk m3 0.030 3,300,000.00 99,000.00 Paku Usuk kg 0.400 15,000.00 6,000.00 Minyak Begesting ltr 0.150 6,500.00 975.00 Balok Kayu Kamper 3/5 m3 0.015 3,650,000.00 54,750.00 Multiplek tebal 9 mm lbr 0.350 106,000.00 37,100.00
Jumlah bahan 197,825.00 Pekerja OH 0.660 60,000.00 39,600.00 Tukang Kayu OH 0.330 70,000.00 23,100.00 Kepala Tukang Kayu OH 0.033 75,000.00 2,475.00 Mandor OH 0.033 80,000.00 2,640.00
Jumlah upah 67,815.00 Bahan Begesting 2x pakai 0.500 197,825.00 98,912.50 Upah bgesting 2 x pakai 1.000 67,815.00 67,815.00
Jumlah begesting 2 x pakai 166,727.50 14 Beton Poer PC-2 m3 1.000
Beton K300 m3 1.000 865,262.00 865,262.00 Begesting m2 3.790 68,016.00 257,780.64 Besi beton polos U24 kg 57.750 11,104.50 641,284.87 Besi beton ulir U39 kg 96.871 11,314.50 1,096,046.56
Jumlah 2,860,374.08 15 Beton Poer PC-3 m3 1.000
Beton K300 m3 1.000 865,262.00 865,262.00 Begesting m2 2.710 68,016.00 184,323.36 Besi beton ulir U39 kg 159.384 11,314.50 1,803,355.78
Jumlah 2,852,941.14 16 Beton Poer PC-4 m3 1.000
Beton K300 m3 1.000 865,262.00 865,262.00 Begesting m2 2.580 68,016.00 175,481.28 Besi beton ulir U39 kg 224.991 11,314.50 2,545,656.54
Jumlah 3,586,399.82 17 Beton Poer PC-5 m3 1.000
Beton K300 m3 1.000 865,262.00 865,262.00 Begesting m2 2.160 68,016.00 146,914.56 Besi beton ulir U39 kg 175.225 11,314.50 1,982,586.60
Jumlah 2,994,763.16 18 Pondasi strous dia 30 cm m3 1.000
Beton K300 m3 1.000 865,262.00 865,262.00 Besi beton polos U24 kg 89.000 11,104.50 988,300.50
Jumlah 1,853,562.50 19 Beton Sloof S-1 40/70 m3 1.000
Beton K300 m3 1.000 865,262.00 865,262.00 Begesting 2x pakai m2 5.000 78,555.00 392,775.00 Besi beton polos U24 kg 49.193 11,104.50 546,258.91 Besi beton ulir U39 kg 89.143 11,314.50 1,008,606.86
Jumlah 2,812,902.77 20 Beton Sloof S-2 30/60 m3 1.000
Beton K300 m3 1.000 865,262.00 865,262.00 Begesting 2x pakai m2 6.660 78,555.00 523,176.30 Besi beton polos U24 kg 64.494 11,104.50 716,171.16 Besi beton ulir U39 kg 86.667 11,314.50 980,590.00
Jumlah 3,085,199.46 21 Beton Sloof S-3 30/50 m3 1.000
Beton K300 m3 1.000 865,262.00 865,262.00 Begesting 2x pakai m2 6.660 78,555.00 523,176.30 Besi beton polos U24 kg 59.232 11,104.50 657,741.74 Besi beton ulir U39 kg 55.467 11,314.50 627,577.60
Jumlah 2,673,757.64 22 Beton Sloof S-4 15/20 m3 1.000
AHSP-7
No. Uraian Pekerjaan Sat. Koef. Harga Satuan (Rp)
Jumlah(Rp)
Beton K300 m3 1.000 865,262.00 865,262.00 Begesting 2x pakai m2 13.330 78,555.00 1,047,138.15 Besi beton polos U24 kg 252.947 11,104.50 2,808,846.26 Besi beton ulir U39 kg 0.000 11,314.50 -
Jumlah 4,721,246.41 23 Beton Kolom K-1 30/40 m3 1.000
Beton K300 m3 1.000 865,262.00 865,262.00 Begesting 2x pakai m2 11.660 156,990.00 1,830,503.40 Besi beton polos U24 kg 49.090 11,104.50 545,122.37 Besi beton ulir U39 kg 156.000 11,314.50 1,765,062.00
Jumlah 5,005,949.77 24 Beton Kolom K-2 40/40 m3 1.000
Beton K300 m3 1.000 865,262.00 865,262.00 Begesting 2x pakai m2 10.000 156,990.00 1,569,900.00 Besi beton polos U24 kg 42.325 11,104.50 470,001.66 Besi beton ulir U39 kg 156.000 11,314.50 1,765,062.00
Jumlah 4,670,225.66 25 Beton Kolom K-3 30/30 m3 1.000
Beton K300 m3 1.000 865,262.00 865,262.00 Begesting 2x pakai m2 13.330 156,990.00 2,092,676.70 Besi beton polos U24 kg 36.036 11,104.50 400,156.83 Besi beton ulir U39 kg 138.667 11,314.50 1,568,944.00
Jumlah 4,927,039.53 26 Beton Kolom praktis 15/15 m3 1.000
Beton K225 m3 1.000 815,662.00 815,662.00 Begesting 2x pakai m2 13.330 78,555.00 1,047,138.15 Besi beton polos U24 kg 191.483 11,104.50 2,126,324.21
Jumlah 3,989,124.36 27 Beton Balok Latai dan ring balk 15/15 m3 1.000
Beton K225 m3 1.000 815,662.00 815,662.00 Begesting 2x pakai m2 13.330 78,555.00 1,047,138.15 Besi beton polos U24 kg 162.620 11,104.50 1,805,813.79
Jumlah 3,668,613.94 28 Beton Plat anak tangga dan bordes tangga 1 (Utama m3 1.000
Beton K300 m3 1.000 865,262.00 865,262.00 Begesting 2x pakai m2 8.330 166,727.50 1,388,840.08 Besi beton polos U24 kg 191.047 11,104.50 2,121,485.85
Jumlah 4,375,587.93 29 Beton balok bordes 20/40 m3 1.000
Beton K300 m3 1.000 865,262.00 865,262.00 Begesting 2x pakai m2 12.500 178,965.00 2,237,062.50 Besi beton polos U24 kg 40.480 11,104.50 449,510.16 Besi beton ulir U39 kg 117.000 11,314.50 1,323,796.50
Jumlah 4,875,631.16
AHSP-8
No. Uraian Pekerjaan Sat. Koef. Harga Satuan (Rp)
Jumlah(Rp)
30 Beton balok B-1 (35/70) m3 1.000Beton K300 m3 1.000 865,262.00 865,262.00 Begesting 2x pakai m2 6.160 178,965.00 1,102,424.40 Besi beton polos U24 kg 60.771 11,104.50 674,835.88 Besi beton ulir U39 kg 117.796 11,314.50 1,332,801.92
Jumlah 3,975,324.19 31 Beton balok B-2A (30/60) m3 1.000
Beton K300 m3 1.000 865,262.00 865,262.00 Begesting 2x pakai m2 7.000 178,965.00 1,252,755.00 Besi beton polos U24 kg 66.560 11,104.50 739,120.46 Besi beton ulir U39 kg 128.267 11,314.50 1,451,273.20
Jumlah 4,308,410.66 32 Beton balok B-2B (30/60) m3 1.000
Beton K300 m3 1.000 865,262.00 865,262.00 Begesting 2x pakai m2 7.000 178,965.00 1,252,755.00 Besi beton polos U24 kg 66.560 11,104.50 739,120.46 Besi beton ulir U39 kg 96.200 11,314.50 1,088,454.90
Jumlah 3,945,592.36 33 Beton balok B-3 (30/50) m3 1.000
Beton K300 m3 1.000 865,262.00 865,262.00 Begesting 2x pakai m2 7.060 178,965.00 1,263,492.90 Besi beton polos U24 kg 44.462 11,104.50 493,730.75 Besi beton ulir U39 kg 97.760 11,314.50 1,106,105.52
Jumlah 3,728,591.17 34 Beton balok B-4 (25/40) m3 1.000
Beton K300 m3 1.000 865,262.00 865,262.00 Begesting 2x pakai m2 8.100 178,965.00 1,449,616.50 Besi beton polos U24 kg 56.253 11,104.50 624,665.14 Besi beton ulir U39 kg 115.440 11,314.50 1,306,145.88
Jumlah 4,245,689.52 35 Beton balok RB-1 (20/40) m3 1.000
Beton K300 m3 1.000 865,262.00 865,262.00 Begesting 2x pakai m2 9.500 178,965.00 1,700,167.50 Besi beton polos U24 kg 65.980 11,104.50 732,674.91 Besi beton ulir U39 kg 78.000 11,314.50 882,531.00
Jumlah 4,180,635.41 36 Beton balok RB-2 (20/30) m3 1.000
Beton K300 m3 1.000 865,262.00 865,262.00 Begesting 2x pakai m2 9.330 178,965.00 1,669,743.45 Besi beton polos U24 kg 55.956 11,104.50 621,358.47 Besi beton ulir U39 kg 104.000 11,314.50 1,176,708.00
Jumlah 4,333,071.92 37 Beton balok RB-3 (30/50) m3 1.000
Beton K300 m3 1.000 865,262.00 865,262.00 Begesting 2x pakai m2 8.660 178,965.00 1,549,836.90 Besi beton polos U24 kg 52.729 11,104.50 585,527.95 Besi beton ulir U39 kg 55.467 11,314.50 627,577.60
Jumlah 3,628,204.45 38 Beton balok RB-4 (30/60) m3 1.000
Beton K300 m3 1.000 865,262.00 865,262.00 Begesting 2x pakai m2 8.330 178,965.00 1,490,778.45 Besi beton polos U24 kg 47.831 11,104.50 531,140.57 Besi beton ulir U39 kg 60.667 11,314.50 686,413.00
Jumlah 3,573,594.02 39 Beton plat lantai t= 15 cm m3 1.000
Beton K300 m3 1.000 865,262.00 865,262.00 Begesting 2x pakai m2 6.667 207,760.00 1,385,066.67 Besi beton polos U24 kg 172.000 11,104.50 1,909,974.00 Besi beton ulir U39 kg 0.000 11,314.50 -
Jumlah 4,160,302.67
AHSP-9
No. Uraian Pekerjaan Sat. Koef. Harga Satuan (Rp)
Jumlah(Rp)
39 Beton plat lantai t= 12 cm m3 1.000Beton K300 m3 1.000 865,262.00 865,262.00 Begesting 2x pakai m2 8.333 207,760.00 1,731,333.33 Besi beton polos U24 kg 152.000 11,104.50 1,687,884.00 Besi beton ulir U39 kg 0.000 11,314.50 -
Jumlah 4,284,479.33 40 Beton plat lantai t= 10 cm m3 1.000
Beton K300 m3 1.000 865,262.00 865,262.00 Begesting 2x pakai m2 10.000 207,760.00 2,077,600.00 Besi beton polos U24 kg 132.000 11,104.50 1,465,794.00 Besi beton ulir U39 kg 0.000 11,314.50 -
Jumlah 4,408,656.00 41 Beton lisplank t= 8 cm m3 1.000
Beton K300 m3 1.000 865,262.00 865,262.00 Begesting 2x pakai m2 12.500 207,760.00 2,597,000.00 Besi beton polos U24 kg 156.000 11,104.50 1,732,302.00 Besi beton ulir U39 kg 0.000 11,314.50 -
Jumlah 5,194,564.00 42 Beton plat lantai dasar t= 8 cm m3 1.000
Beton K225 m3 1.000 815,662.00 815,662.00 Begesting m2 0.100 68,016.00 6,801.60 Wire mesh M6 m2 12.500 51,105.00 638,812.50
Jumlah 1,461,276.10 43 Beton plat dasar tandon t= 25 cm m3 1.000
Beton K300 m3 1.000 815,662.00 815,662.00 Begesting 2x pakai m2 3.000 78,555.00 235,665.00 Besi beton polos U24 kg 0.000 11,104.50 - Besi beton ulir U39 kg 101.000 11,314.50 1,142,764.50
Jumlah 2,194,091.50 44 Beton plat dinding tandon t= 15 cm m3 1.000
Beton K300 m3 1.000 815,662.00 815,662.00 Begesting 2x pakai m2 13.333 207,760.00 2,770,133.33 Besi beton polos U24 kg 0.000 11,104.50 - Besi beton ulir U39 kg 121.000 11,314.50 1,369,054.50
Jumlah 4,954,849.83 45 Beton plat tutup tandon t= 15 cm m3 1.000
Beton K300 m3 1.000 815,662.00 815,662.00 Begesting 2x pakai m2 6.667 207,760.00 1,385,066.67 Besi beton polos U24 kg 0.000 11,104.50 - Besi beton ulir U39 kg 121.000 11,314.50 1,369,054.50
Jumlah 3,569,783.17 VIII. PEKERJAAN RANGKA ATAP DAN PENUTUP ATAP
1 Pemasangan Usuk Galvalum 7,5x3,5 cm t= 0,75 mm m2 1.000
Usuk Galvalum m1 3.000 17,000.00 51,000.00
Paku sekrup bh 6.000 500.00 3,000.00
Mandor OH 0.005 80,000.00 400.00 Kepala Tukang OH 0.001 75,000.00 75.00 Tukang OH 0.100 70,000.00 7,000.00 Pekerja OH 0.100 60,000.00 6,000.00
Jumlah 67,475.00
2 Pemasangan Reng Galvalum 3x4 cm t= 0,5 mm m2 1.000
Reng galvalum 3x4 cm t= 0,5 mm m1 4.000 8,000.00 32,000.00 Paku sekrup bh 10.000 500.00 5,000.00 Mandor OH 0.005 80,000.00 400.00 Kepala Tukang OH 0.001 75,000.00 75.00 Tukang OH 0.100 70,000.00 7,000.00 Pekerja OH 0.100 60,000.00 6,000.00
Jumlah 50,475.00
AHSP-10
No. Uraian Pekerjaan Sat. Koef. Harga Satuan (Rp)
Jumlah(Rp)
3 Lisplank Rangka Hollow 4x4 cm, t : 0,75 mm (Kalsiplank m1 1.000 20 cm t= 12 mm
Hollow galvalum 4x4 cm t= 0,75 mm m1 2.600 17,000.00 44,200.00 Kalsiplank lebar 20 cm, t= 12 mm m1 1.100 20,000.00 22,000.00 Paku sekrup bh 6.000 500.000 5,000.00 Mandor OH 0.005 80,000.00 400.00 Kepala Tukang OH 0.020 75,000.00 1,500.00 Tukang OH 0.200 70,000.00 14,000.00 Pekerja OH 0.100 60,000.00 6,000.00
Jumlah 93,100.00 4 Pemasangan Genteng Exel Monier m2 1.000
Genteng Monier Xl bh 10.000 7,800.00 78,000.00 Pekerja OH 0.150 60,000.00 9,000.00 Tukang OH 0.075 70,000.00 5,250.00 Kepala Tukang OH 0.008 75,000.00 600.00 Mandor OH 0.008 80,000.00 640.00
Jumlah 93,490.00 5 Pemasangan Wuwung Genteng Monier Xl m 1.000
Semen PC 40 kg zak 0.160 52,000.00 8,320.00 Pasir Pasang m3 0.032 158,000.00 5,103.40 Genteng Wuwung Monier Xl lbr 5.000 9,500.00 47,500.00 Pekerja OH 0.400 60,000.00 24,000.00 Tukang OH 0.200 70,000.00 14,000.00 Kepala Tukang OH 0.020 75,000.00 1,500.00 Mandor OH 0.002 80,000.00 160.00
Jumlah 100,583.40
6 Pemasangan Talang Pembuluh Pipa PVC 3 " Tipe AW m 1.000
Pipa PVC 3" Tipe AW ljr 0.300 53,000.00 15,900.00 Pekerja OH 0.081 60,000.00 4,860.00 Tukang OH 0.135 70,000.00 9,450.00
Jumlah 30,210.00 IX PEKERJAAN PELAPIS LANTAI DAN DINDING
1 Pemasangan Tegel Keramik Dinding 20x25cm m2 1.000
Semen PC 40 kg zak 0.233 52,000.00 12,116.00 Semen Berwarna Yiyitan kg 1.940 9,500.00 18,430.00 Pasir Pasang m3 0.018 158,000.00 2,844.00 Tegel Keramik Dinding 20x25 cm m2 1.060 67,000.00 71,020.00 Pekerja OH 0.900 60,000.00 54,000.00 Tukang Batu OH 0.450 70,000.00 31,500.00 Kepala Tukang Batu OH 0.045 75,000.00 3,375.00 Mandor OH 0.045 80,000.00 3,600.00
Jumlah 196,885.00 2 Pemasangan Keramik Lantai 20x20 cm m2 1.000
Semen PC 40 kg zak 0.233 52,000.00 12,116.00 Semen Berwarna Yiyitan kg 1.500 9,500.00 14,250.00 Pasir Pasang m3 0.045 158,000.00 7,110.00 Tegel Keramik 20x20 cm m2 1.068 66,000.00 70,507.80 Pekerja OH 0.700 60,000.00 42,000.00 Tukang Batu OH 0.350 70,000.00 24,500.00 Kepala Tukang Batu OH 0.035 75,000.00 2,625.00 Mandor OH 0.035 80,000.00 2,800.00
Jumlah 175,908.80 3 Pemasangan Lantai Keramik 40x40cm Polished m2 1.000
Keramik 40x40 cm Polished m2 1.050 67,000.00 70,350.00 Semen kg 11.380 1,120.00 12,745.60 Pasir Pasang m2 0.045 158,000.00 7,110.00 Semen Warna kg 1.620 9,500.00 15,390.00 Pekerja OH 0.700 60,000.00 42,000.00 Tukang Batu OH 0.350 70,000.00 24,500.00 Kepala Tukang Batu OH 0.035 75,000.00 2,625.00 Mandor OH 0.035 80,000.00 2,800.00
Jumlah 177,520.60
AHSP-11
No. Uraian Pekerjaan Sat. Koef. Harga Satuan (Rp)
Jumlah(Rp)
4 Pemasangan Lantai Keramik 40x40cm Unpolished m2 1.000Keramik 40x40 cm Unpolished m2 1.050 67,000.00 70,350.00 Semen kg 11.380 1,120.00 12,745.60 Pasir Pasang m2 0.045 158,000.00 7,110.00 Semen Warna kg 1.620 9,500.00 15,390.00 Pekerja OH 0.700 60,000.00 42,000.00 Tukang Batu OH 0.350 70,000.00 24,500.00 Kepala Tukang Batu OH 0.035 75,000.00 2,625.00 Mandor OH 0.035 80,000.00 2,800.00
Jumlah 177,520.60 5 Pasang Lantai Homogenous Tile 60x60 m2 1.000
Homogenous Tile 60x60 m2 1.050 160,000.00 168,000.00 Semen kg 10.000 1,120.00 11,200.00 Pasir Pasang m3 0.045 158,000.00 7,110.00 Semen Warna kg 1.500 9,500.00 14,250.00 Pekerja OH 0.260 60,000.00 15,600.00 Tukang Batu OH 0.130 70,000.00 9,100.00 Kepala Tukang Batu OH 0.013 75,000.00 975.00 Mandor OH 0.013 80,000.00 1,040.00
Jumlah 227,275.00 6 Pemasangan Step Noshing Tangga m1 1.000
Step Noshing 8x30 cm bh 3.500 10,000.00 35,000.00 Semen kg 11.400 1,120.00 12,768.00 Pasir Pasang m2 0.003 158,000.00 474.00 Semen Warna kg 0.025 9,500.00 237.50 Pekerja OH 0.090 60,000.00 5,400.00 Tukang Batu OH 0.090 70,000.00 6,300.00 Kepala Tukang Batu OH 0.009 75,000.00 675.00 Mandor OH 0.005 80,000.00 400.00
Jumlah 61,254.50 X PEKERJAAN KUSEN PINTU DAN JENDELA1 Pemasangan Kusen Aluminium 4 " m 1.000
Kusen Aluminium 4 " X 1 3/4" m' 1.050 82,000.00 86,100.00 Skrup/ripet buah 1.000 400.00 400.00 Sealent tube 4.000 2,200.00 8,800.00 Pekerja OH 0.150 60,000.00 9,000.00 Tukang besi OH 0.250 70,000.00 17,500.00 Kepala Tukang besi OH 0.022 75,000.00 1,650.00 Mandor OH 0.025 80,000.00 2,000.00
Jumlah 125,450.00 2 Pemasangan Kusen Aluminium 3 " m 1.000
Kusen Aluminium 3 " X 1 3/4" m' 1.050 80,000.00 84,000.00 Skrup/ripet buah 1.000 400.00 400.00 Sealent tube 4.000 2,200.00 8,800.00 Pekerja OH 0.150 60,000.00 9,000.00 Tukang besi OH 0.250 70,000.00 17,500.00 Kepala Tukang besi OH 0.022 75,000.00 1,650.00 Mandor OH 0.025 80,000.00 2,000.00
Jumlah 123,350.00 3 Frame Daun Pintu Aluminium 4,5x6,5 cm (ambang a m 1.000
Frame Daun Pintu Aluminium 4,5x6,5 m 1.050 84,000.00 88,200.00 Karet Kusen Aluminium m 1.000 2,200.00 2,200.00 Skrup/ Rivet bh 4.000 400.00 1,600.00 Pekerja OH 0.150 60,000.00 9,000.00 Tukang OH 0.250 70,000.00 17,500.00 Kepala Tukang OH 0.022 75,000.00 1,650.00 Mandor OH 0.025 80,000.00 2,000.00
Jumlah 122,150.00
AHSP-12
No. Uraian Pekerjaan Sat. Koef. Harga Satuan (Rp)
Jumlah(Rp)
4 Frame Daun Pintu Aluminium 4,5x11 cm (ambang b m 1.000Frame Daun Pintu Aluminium 4,5x11 cm (amb bwh) m 1.050 87,000.00 91,350.00 Karet Kusen Aluminium m 1.000 2,200.00 2,200.00 Skrup/ Rivet bh 4.000 400.00 1,600.00 Pekerja OH 0.150 60,000.00 9,000.00 Tukang OH 0.250 70,000.00 17,500.00 Kepala Tukang OH 0.022 75,000.00 1,650.00 Mandor OH 0.025 80,000.00 2,000.00
Jumlah 125,300.00 5 Frame Daun Jendela Aluminium m 1.000
Frame Daun Jendela Aluminium m 1.050 78,000.00 81,900.00 Karet Kusen Aluminium m 1.000 2,200.00 2,200.00 Skrup/ Rivet bh 4.000 400.00 1,600.00 Pekerja OH 0.150 60,000.00 9,000.00 Tukang OH 0.250 70,000.00 17,500.00 Kepala Tukang OH 0.022 75,000.00 1,650.00 Mandor OH 0.025 80,000.00 2,000.00
Jumlah 115,850.00 6 Ventilasi aluminium uk. 1"x3 " m 1.000
Vebtilasi aluminium 1 "x 3 " m 1.050 22,000.00 23,100.00 Skrup/ Rivet bh 4.000 400.00 1,600.00 Pekerja OH 0.150 60,000.00 9,000.00 Tukang OH 0.150 70,000.00 10,500.00 Kepala Tukang OH 0.010 75,000.00 750.00 Mandor OH 0.020 80,000.00 1,600.00
Jumlah 46,550.00 7 Pasang Kaca polos t= 5 mm m2 1.000
Kaca polos t= 5 mm m2 1.050 80,000.00 84,000.00 Pekerja OH 0.015 60,000.00 900.00 Tukang OH 0.150 70,000.00 10,500.00 Kepala Tukang OH 0.015 75,000.00 1,125.00 Mandor OH 0.008 80,000.00 600.00
Jumlah 97,125.00 8 Pasang Kaca t= 6 mm m2 1.000
Kaca polos t= 6 mm m2 1.050 112,000.00 117,600.00 Pekerja OH 0.015 60,000.00 900.00 Tukang OH 0.150 70,000.00 10,500.00 Kepala Tukang OH 0.015 75,000.00 1,125.00 Mandor OH 0.008 80,000.00 600.00
Jumlah 130,725.00 9 Pasang Kaca Polos Tebal 8 mm m2 1.000
Kaca Tebal Polos 8mm m2 1.050 175,000.00 183,750.00 Pekerja OH 0.015 60,000.00 900.00 Tukang OH 0.150 70,000.00 10,500.00 Kepala Tukang OH 0.015 75,000.00 1,125.00 Mandor OH 0.008 80,000.00 600.00
Jumlah 196,875.00 10 Pasang Kaca Stopsol Tebal 8 mm m2 1.000
Kaca Stopsol Tebal 8 mm m2 1.050 530,000.00 556,500.00 Pekerja OH 0.020 60,000.00 1,200.00 Tukang OH 0.200 70,000.00 14,000.00 Kepala Tukang OH 0.020 75,000.00 1,500.00 Mandor OH 0.010 80,000.00 800.00
Jumlah 574,000.00 11 Pasang Kaca Tempered Stopsol Tebal 12 mm m2 1.000
Kaca Tempered Stopsol Tebal 12mm m2 1.050 1,250,000.00 1,312,500.00 Pekerja OH 0.025 60,000.00 1,500.00 Tukang OH 0.250 70,000.00 17,500.00 Kepala Tukang OH 0.025 75,000.00 1,875.00 Mandor OH 0.013 80,000.00 1,000.00
Jumlah 1,334,375.00
AHSP-13
No. Uraian Pekerjaan Sat. Koef. Harga Satuan (Rp)
Jumlah(Rp)
12 Pasang Multiplek t= 12 mm m2 1.000Multiplek t= 12 mm (122X244 cm lbr 0.350 158,000.00 55,300.00 Pekerja OH 0.0250 60,000.00 1,500.00 Tukang OH 0.0750 70,000.00 5,250.00 Kepala Tukang OH 0.0075 75,000.00 562.50 Mandor OH 0.0013 80,000.00 104.00
Jumlah 62,716.50 13 Pasang aluminium Composit Panel m2 1.000
Aluminium Composit Panel m1 1.0500 160,000.00 168,000.00 Baut sekrup/ripet bh 20.0000 1,000.00 20,000.00 Pekerja OH 0.040 60,000.00 2,400.00 Tukang besi OH 0.400 70,000.00 28,000.00 Kepala Tukang besi' OH 0.040 75,000.00 3,000.00
Mandor OH 0.0200 80,000.00 1,600.00 Jumlah 223,000.00
14 Pasang aluminium Composit Panel ACP Pergoreted 3 cm m2 1.000Aluminium Composit Panel ACP Perforeted 3 cm m1 1.0500 220,000.00 231,000.00 Baut sekrup/ripet bh 20.0000 1,000.00 20,000.00 Pekerja OH 0.040 60,000.00 2,400.00 Tukang besi OH 0.400 70,000.00 28,000.00 Kepala Tukang besi' OH 0.040 75,000.00 3,000.00
Mandor OH 0.0200 80,000.00 1,600.00 Jumlah 286,000.00
15 Pintu aluminium Type P1 unit 1.000Kusen aluminium silver 4 " m1 9.560 125,450.00 1,199,302.00 Frame daun pintu 4,5x6,5 cm m1 9.840 122,150.00 1,201,956.00 Frame daun pintu 4,5x11 cm m1 1.440 125,300.00 180,432.00 Multiplek t= 12 mm m2 2.310 62,716.50 144,875.12 HPL m2 6.390 64,000.00 408,960.00 Frame Vision aluminium uk 20x70 cm m1 3.600 40,000.00 144,000.00 Kaca 5 mm vision m2 0.310 97,125.00 30,108.75 Kaca polos 6 mm m2 1.060 130,725.00 138,568.50 Full Handle set 2.000 300,000.00 600,000.00 Engsel steinlish stel 3.000 30,000.00 90,000.00 Door Closer set 2.000 300,000.00 600,000.00 Lock case Cylinder set 1.000 165,000.00 165,000.00 Door Stoper set 2.000 30,000.00 60,000.00 Flush Bolt 12 " bh 1.000 60,000.00 60,000.00 Flush Bolt 6 " bh 1.000 40,000.00 40,000.00
Jumlah 5,063,202.37 16 Pintu Type PU (Pintu Utama) unit 1.000
Kaca Tempered Stopsol t= 12 mm m2 7.840 1,334,375.00 10,461,500.00 Kaca Stopsol t= 8 mm m2 5.840 574,000.00 3,352,160.00 Full Handle Steinlissteel t= 60 cm stel 4.000 340,000.00 1,360,000.00 Bottom Patch Fiting set 4.000 150,000.00 600,000.00 Bottom Lock Fitting set 4.000 175,000.00 700,000.00 Floor Hinge set 4.000 1,200,000.00 4,800,000.00 Fixed Top Pin set 4.000 110,000.00 440,000.00 Top Patch Fitting set 4.000 220,000.00 880,000.00 Dinding Lapis panel aluminium m2 8.900 223,000.00 1,984,700.00 Rangka Hollow 40x40x1,2 mm m1 56.600 33,371.45 1,888,823.79 Cor beton 20x20 cm (balok gantung) m3 0.280 4,333,071.92 1,213,260.14
Jumlah 27,680,443.92
AHSP-14
No. Uraian Pekerjaan Sat. Koef. Harga Satuan (Rp)
Jumlah(Rp)
17 Pintu aluminium Type P2 unit 1.000Kusen aluminium silver 4 " m1 10.120 125,450.00 1,269,554.00 Frame daun pintu 4,5x6,5 cm m1 10.120 122,150.00 1,236,158.00 Frame daun pintu 4,5x11 cm m1 1.720 125,300.00 215,516.00 Kaca polos 8 mm m2 2.800 196,875.00 551,250.00 Jalusi 1"x3 " m1 5.160 46,550.00 240,198.00 Full Handle 5540 cm set 2.000 256,000.00 512,000.00 Engsel steinlish stel 3.000 30,000.00 90,000.00 Door Closer set 2.000 300,000.00 600,000.00 Lock case set 1.000 165,000.00 165,000.00 Flush Bolt 12 " bh 1.000 60,000.00 60,000.00 Flush Bolt 6 " bh 1.000 40,000.00 40,000.00
Jumlah 4,979,676.00 18 Pintu aluminium Type P3 unit 1.000
Kusen aluminium silver 4 " m1 9.560 125,450.00 1,199,302.00 Frame daun pintu 4,5x6,5 cm m1 9.840 122,150.00 1,201,956.00 Frame daun pintu 4,5x11 cm m1 1.440 125,300.00 180,432.00 Multiplek t= 12 mm m2 2.310 62,716.50 144,875.12 HPL m2 6.390 64,000.00 408,960.00 Frame Vision aluminium uk 20x70 cm m1 3.600 40,000.00 144,000.00 Kaca 5 mm vision m2 0.310 97,125.00 30,108.75 Jalusi aluminium 1"X3 " m1 4.200 46,550.00 195,510.00 Full Handle set 2.000 300,000.00 600,000.00 Engsel steinlish stel 3.000 30,000.00 90,000.00 Door Closer set 2.000 300,000.00 600,000.00 Lock case Cylinder set 1.000 165,000.00 165,000.00 Door Stoper set 2.000 30,000.00 60,000.00 Flush Bolt 12 " bh 1.000 60,000.00 60,000.00 Flush Bolt 6 " bh 1.000 40,000.00 40,000.00
Jumlah 5,120,143.87 19 Pintu aluminium Type P4 unit 1.000
Kusen aluminium silver 4 " m1 4.480 125,450.00 562,016.00 Frame daun pintu 4,5x6,5 cm m1 10.120 122,150.00 1,236,158.00 Frame daun pintu 4,5x11 cm m1 1.720 125,300.00 215,516.00 Multiplek t= 12 mm m2 0.970 62,716.50 60,835.01 HPL m2 1.940 64,000.00 124,160.00 Lever Handle set 1.000 140,000.00 140,000.00 Engsel steinlish stel 2.000 30,000.00 60,000.00 Lock case set 1.000 165,000.00 165,000.00
Jumlah 2,563,685.01 20 Pintu aluminium Type P5 unit 1.000
Kusen aluminium silver 4 " m1 7.660 125,450.00 960,947.00 Frame daun pintu 4,5x6,5 cm m1 5.050 122,150.00 616,857.50 Frame daun pintu 4,5x11 cm m1 0.850 125,300.00 106,505.00 Multiplek t= 12 mm m2 1.380 62,716.50 86,548.77 HPL m2 2.760 64,000.00 176,640.00 Frame Vision aluminium uk 20x70 cm m1 1.800 40,000.00 72,000.00 Kaca 5 mm vision m2 0.150 97,125.00 14,568.75 Kaca polos 6 mm m2 0.610 130,725.00 79,742.25 Lever Handle set 1.000 140,000.00 140,000.00 Engsel steinlish stel 2.000 30,000.00 60,000.00 Lock case Cylinder set 1.000 165,000.00 165,000.00
Jumlah 2,478,809.27
AHSP-15
No. Uraian Pekerjaan Sat. Koef. Harga Satuan (Rp)
Jumlah(Rp)
21 Pintu aluminium Type P6 unit 1.000Kusen aluminium silver 4 " m1 7.660 125,450.00 960,947.00 Frame daun pintu 4,5x6,5 cm m1 5.050 122,150.00 616,857.50 Frame daun pintu 4,5x11 cm m1 0.850 125,300.00 106,505.00 Multiplek t= 12 mm m2 1.380 62,716.50 86,548.77 HPL m2 2.760 64,000.00 176,640.00 Frame Vision aluminium uk 20x70 cm m1 1.800 40,000.00 72,000.00 Kaca 5 mm vision m2 0.150 97,125.00 14,568.75 Jalusi aluminium 1"x3 " m1 5.100 46,550.00 237,405.00 Lever Handle set 1.000 140,000.00 140,000.00 Engsel steinlish stel 2.000 30,000.00 60,000.00 Lock case Cylinder set 1.000 165,000.00 165,000.00
Jumlah 2,636,472.02 22 Pintu aluminium Type P7 unit 1.000
Kusen aluminium silver 4 " m1 5.010 125,450.00 628,504.50 Frame daun pintu 4,5x6,5 cm m1 4.930 122,150.00 602,199.50 Frame daun pintu 4,5x11 cm m1 1.460 125,300.00 182,938.00 Multiplek t= 12 mm m2 0.990 62,716.50 62,089.34 HPL m2 1.990 64,000.00 127,360.00 Lever Handle set 1.000 140,000.00 140,000.00 Engsel steinlish stel 2.000 30,000.00 60,000.00 Lock case set 1.000 165,000.00 165,000.00
Jumlah 1,968,091.34 23 Pintu aluminium Type P8 unit 1.000
Kusen aluminium silver 4 " m1 4.260 125,450.00 534,417.00 Frame daun pintu 4,5x6,5 cm m1 6.280 122,150.00 767,102.00 Multiplek t= 12 mm m2 0.700 62,716.50 43,901.55 HPL m2 1.400 64,000.00 89,600.00 Handle HDL DKS set 1.000 125,000.00 125,000.00 Engsel steinlish stel 2.000 30,000.00 60,000.00 Lock case Window set 1.000 140,000.00 140,000.00
Jumlah 1,760,020.55 24 Pintu aluminium Type P9 unit 1.000
Kusen aluminium silver 4 " m1 3.500 125,450.00 439,075.00 Frame daun pintu 4,5x6,5 cm m1 3.340 122,150.00 407,981.00 Multiplek t= 12 mm m2 0.300 62,716.50 18,814.95 HPL m2 0.600 64,000.00 38,400.00 Handle HDL DKS set 1.000 125,000.00 125,000.00 Engsel steinlish stel 1.000 30,000.00 30,000.00 Lock case Window set 1.000 140,000.00 140,000.00
Jumlah 1,199,270.95 25 Jendela aluminium Type J1 unit 1.000
Kusen aluminium silver 4 " m1 16.150 125,450.00 2,026,017.50 Grame daun jendela kaca m1 5.960 115,850.00 690,466.00 Kaca polos t= 5 mm m2 3.810 97,125.00 370,046.25 Sealent m1 24.600 2,200.00 54,120.00 Cathment 12 " set 2.000 65,000.00 130,000.00 Handle Lock CH 400 Dekson set 2.000 60,000.00 120,000.00
Jumlah 3,390,649.75 26 Jendela aluminium Type J2 unit 1.000
Kusen aluminium silver 4 " m1 16.600 125,450.00 2,082,470.00 Grame daun jendela kaca m1 6.120 115,850.00 709,002.00 Kaca polos t= 5 mm m2 3.920 97,125.00 380,730.00 Sealent m1 22.100 2,200.00 48,620.00 Cathment 12 " set 2.000 65,000.00 130,000.00 Handle Lock CH 400 Dekson set 2.000 60,000.00 120,000.00
Jumlah 3,470,822.00
AHSP-16
No. Uraian Pekerjaan Sat. Koef. Harga Satuan (Rp)
Jumlah(Rp)
27 Jendela aluminium Type J3 unit 1.000Kusen aluminium silver 4 " m1 16.150 125,450.00 2,026,017.50 Frame daun jendela kaca m1 5.960 115,850.00 690,466.00 Jalusi aluminium 1"x3 " m1 14.400 46,550.00 670,320.00 Kaca polos t= 5 mm m2 1.880 97,125.00 182,595.00 Sealent m1 9.400 2,200.00 20,680.00 Cathment 12 " set 2.000 65,000.00 130,000.00 Handle Lock CH 400 Dekson set 2.000 60,000.00 120,000.00
Jumlah 3,840,078.50 28 Jendela aluminium Type J4 unit 1.000
Kusen aluminium silver 4 " m1 16.600 125,450.00 2,082,470.00 Frame daun jendela kaca m1 6.120 115,850.00 709,002.00 Jalusi aluminium 1"x3 " m1 15.120 46,550.00 703,836.00 Kaca polos t= 5 mm m2 2.010 97,125.00 195,221.25 Sealent m1 11.300 2,200.00 24,860.00 Cathment 12 " set 2.000 65,000.00 130,000.00 Handle Lock CH 400 Dekson set 2.000 60,000.00 120,000.00
Jumlah 3,965,389.25 29 Jendela aluminium Type J5 unit 1.000
Kusen aluminium silver 4 " m1 5.560 125,450.00 697,502.00 Frame daun jendela kaca m1 3.240 115,850.00 375,354.00 Jalusi aluminium 1"x3 " m1 3.840 46,550.00 178,752.00 Kaca polos t= 5 mm m2 0.430 97,125.00 41,763.75 Sealent m1 2.700 2,200.00 5,940.00 Cathment 12 " set 1.000 65,000.00 65,000.00 Handle Lock CH 400 Dekson set 1.000 60,000.00 60,000.00
Jumlah 1,424,311.75 30 Jendela aluminium Type J6 unit 1.000
Kusen aluminium silver 4 " m1 31.800 125,450.00 3,989,310.00 Frame daun jendela kaca m1 11.580 115,850.00 1,341,543.00 Jalusi aluminium 1"x3 " m1 20.100 46,550.00 935,655.00 Kaca polos t= 5 mm m2 6.630 97,125.00 643,938.75 Sealent m1 38.100 2,200.00 83,820.00 Cathment 12 " set 2.000 65,000.00 130,000.00 Handle Lock CH 400 Dekson set 3.000 60,000.00 180,000.00
Jumlah 7,304,266.75 31 Jendela aluminium Type J7 unit 1.000
Kusen aluminium silver 4 " m1 26.500 125,450.00 3,324,425.00 Frame daun jendela kaca m1 7.840 115,850.00 908,264.00 Jalusi aluminium 1"x3 " m1 16.800 46,550.00 782,040.00 Kaca polos t= 5 mm m2 5.400 97,125.00 524,475.00 Sealent m1 26.600 2,200.00 58,520.00 Cathment 12 " set 2.000 65,000.00 130,000.00 Handle Lock CH 400 Dekson set 2.000 60,000.00 120,000.00
Jumlah 5,847,724.00 32 Jendela aluminium Type BV unit 1.000
Kusen aluminium silver 4 " m1 2.000 125,450.00 250,900.00 Frame daun jendela kaca m1 1.520 115,850.00 176,092.00 Kaca polos t= 5 mm m2 1.100 97,125.00 106,837.50 Sealent m1 1.400 2,200.00 3,080.00 Cathment 12 " bh 2.000 65,000.00 130,000.00 Handle Lock CH 400 Dekson set 1.000 60,000.00 60,000.00
Jumlah 726,909.50 33 Curtain Wall 1 (CW1A) unit 1.000
Kusen aluminium silver 4 " m1 14.600 125,450.00 1,831,570.00 Frame daun jendela kaca m1 9.760 115,850.00 1,130,696.00 Kaca polos t= 6 mm m2 2.480 130,725.00 324,198.00 Sealent m1 17.000 2,200.00 37,400.00 Cathment 12 " set 4.000 65,000.00 260,000.00 Handle Lock CH 400 Dekson set 4.000 60,000.00 240,000.00
Jumlah 3,823,864.00
AHSP-17
No. Uraian Pekerjaan Sat. Koef. Harga Satuan (Rp)
Jumlah(Rp)
34 Curtain Wall 1 (CW1B) unit 1.000Kusen aluminium silver 4 " m1 15.600 125,450.00 1,957,020.00 Kaca polos t= 6 mm m2 3.040 130,725.00 397,404.00 Sealent m1 20.000 2,200.00 44,000.00
Jumlah 2,398,424.00 35 Curtain Wall 1 (CW1C) unit 1.000
Kusen aluminium silver 4 " m1 29.900 125,450.00 3,750,955.00 Kaca polos t= 6 mm m2 6.880 130,725.00 899,388.00 Sealent m1 42.400 2,200.00 93,280.00
Jumlah 4,743,623.00 36 Curtain Wall 1 (CW2) unit 1.000
Kusen aluminium silver 4 " m1 19.100 125,450.00 2,396,095.00 Frame daun jendela kaca m1 9.120 115,850.00 1,056,552.00 Kaca polos t= 6 mm m2 4.400 130,725.00 575,190.00 Sealent m1 24.040 2,200.00 52,888.00 Cathment 12 " set 2.000 65,000.00 130,000.00 Handle Lock CH 400 Dekson set 2.000 60,000.00 120,000.00
Jumlah 4,330,725.00 XI PEKERJAAN SUN SCREEN, SECONDARY SKIN, RAILIING 1 PENGELASAN/FEBRIKASI DENGAN LAS LISTRIK CM 10.000
Kawat las listrik kg 0.400 35,000.00 14,000.00 Solar ltr 0.300 6,500.00 1,950.00 Minyak Pelumas ltr 0.040 28,000.00 1,120.00 Sewa Alat Welding Set (Min 5 jam) jam 0.170 50,000.00 8,500.00 Mandor OH 0.002 80,000.00 160.00 Tukang besi OH 0.020 70,000.00 1,400.00 Kepala Tukang besi OH 0.002 75,000.00 150.00 Pekerja OH 0.002 60,000.00 120.00
Jumlah 27,400.00 2 FEBRIKASI DAN PEMASANGAN PIPA BAJA (ELECTRODA) M1 1.000
Kawat las listrik kg 0.006 35,000.00 210.00 Solar ltr 0.005 6,500.00 29.25 Minyak Pelumas ltr 0.001 28,000.00 16.80 Sewa Alat Welding Set (Min 5 jam) jam 0.210 50,000.00 10,500.00 Mandor OH 0.002 80,000.00 160.00 Tukang besi OH 0.060 70,000.00 4,200.00 Kepala Tukang besi OH 0.006 75,000.00 450.00 Pekerja OH 0.028 60,000.00 1,680.00
Jumlah 17,246.05 3 FEBRIKASI DAN PEMASANGAN BAJA (ELECTRODA) KG 1.000
Pengelasan besi baja cm 0.200 27,400.00 5,480.00 Mandor OH 0.001 80,000.00 40.00 Tukang besi OH 0.001 70,000.00 70.00 Kepala Tukang besi OH 0.000 75,000.00 7.50 Pekerja OH 0.001 60,000.00 60.00
Jumlah 5,657.50 4 PEK BESI SIKU TERMASUK PEMASANGAN DAN ELECTRODA KG 1.000
Besi siku kg 1.050 12,000.00 12,600.00 Pemasangan dan febrikasi besi siku kg 1.000 5,657.50 5,657.50
Jumlah 18,257.50 5 PEK BESI WF TERMASUK PEMASANGAN DAN ELECTRODA KG 1.000
Besi WF 200.100.5,5.7 kg 1.050 12,000.00 12,600.00 Pemasangan dan febrikasi besi siku kg 1.000 5,657.50 5,657.50
Jumlah 18,257.50 6 PEK BESI KANAL C TERMASUK PEMASANGAN DAN ELECTR KG 1.000
Besi Kanal C 150.50.20.3,2 kg 1.050 12,000.00 12,600.00 Pemasangan dan febrikasi besi siku kg 1.000 5,657.50 5,657.50
Jumlah 18,257.50 6 PEK BESI PLAT TERMASUK PEMASANGAN DAN ELECTRODA KG 1.000
Besi Plat kg 1.050 12,000.00 12,600.00 Pemasangan dan febrikasi besi siku kg 1.000 5,657.50 5,657.50
Jumlah 18,257.50
AHSP-18
No. Uraian Pekerjaan Sat. Koef. Harga Satuan (Rp)
Jumlah(Rp)
6 PEK BESI TRACK STANK DIA 16 MM PEMASANGAN DAN EL KG 1.000Besi Track stank (besi beton) O 16 mm kg 1.050 9,600.00 10,080.00 Pemasangan dan febrikasi besi siku kg 1.000 5,657.50 5,657.50
Jumlah 15,737.50 6 PEK BESI IKATAN ANGIN DIA 12 MM PEMASANGAN DAN E KG 1.000
Besi Ikatan angin (besi beton) O 12 mm kg 1.050 9,600.00 10,080.00 Pemasangan dan febrikasi besi siku kg 1.000 5,657.50 5,657.50
Jumlah 15,737.50 5 FEBRIKASI DAN PASANG PIPA BESI HOLLOW 20.20 M1 1.000
Besi Hollow 20x20x2 mm m1 1.050 7,000.00 7,350.00 Pemasangan dan febrikasi m1 0.250 17,246.05 4,311.51
Jumlah 11,661.51 6 FEBRIKASI DAN PASANG PIPA BESI HOLLOW 20.40 M1 1.000
Besi Hollow 20x40X2 MM m1 1.050 14,000.00 14,700.00 Pemasangan dan febrikasi m1 0.500 17,246.05 8,623.03
Jumlah 23,323.03 7 FEBRIKASI DAN PASANG PIPA BESI HOLLOW 40.40 M1 1.000
Besi Hollow 40x40X2,3 MM m1 1.050 17,000.00 17,850.00 Pemasangan dan febrikasi m1 0.900 17,246.05 15,521.45
Jumlah 33,371.45 8 FEBRIKASI DAN PASANG PIPA BESI HOLLOW 40.80 M1 1.000
Besi Hollow 40x80x3,2 mm m1 1.050 21,000.00 22,050.00 Pemasangan dan febrikasi m1 1.500 17,246.05 25,869.07
Jumlah 47,919.08 9 FEBRIKASI DAN PASANG PIPA BESI HOLLOW 75.75 M1 1.000
Besi Hollow 75x75x3,8 mm m1 1.050 28,000.00 29,400.00 Pemasangan dan febrikasi m1 1.750 17,246.05 30,180.59
Jumlah 59,580.59 10 FEBRIKASI DAN PASANG PIPA STEINLIS DIA 2 1/2 " M1 1.000
Pipa Steinlis 2 1/2 " m1 1.050 350,000.00 367,500.00 Pemasangan dan febrikasi m1 2.940 17,246.05 50,703.39
Jumlah 418,203.39 11 FEBRIKASI DAN PASANG PIPA STEINLIS DIA 1 " M1 1.000
Pipa Steinlis 1 " m1 1.050 175,000.00 183,750.00 Pemasangan dan febrikasi m1 2.500 17,246.05 43,115.13
Jumlah 226,865.13 12 FEBRIKASI DAN PASANG PIPA BSP DIA 2 1/2 " M1 1.000
Pipa BSP 2 1/2 " m1 1.050 200,000.00 210,000.00 Pemasangan dan febrikasi m1 2.940 17,246.05 50,703.39
Jumlah 260,703.39 13 FEBRIKASI DAN PASANG PIPA BSP DIA 1 " M1 1.000
Pipa BSP 1 " m1 1.050 125,000.00 131,250.00 Pemasangan dan febrikasi m1 1.200 17,246.05 20,695.26
Jumlah 151,945.26 14 Secundary Skin Hall dan Lobby uk 1720x850 cm unit 1.000
Besi siku 50.50.5 kg 395.850 18,257.50 7,227,231.38 Hollow Galvanis 40x80x3,2 mm m1 300.900 47,919.08 14,418,849.67 Cat besi m2 87.190 20,315.00 1,771,264.85 Dinabolt M10 bh 217.200 3,000.00 651,600.00
Jumlah 24,068,945.89 15 Railing Tangga Utama m1 1.000
Hand railing pipa steinlis dia 2 1/2 " m1 1.000 418,203.39 418,203.39 Acrylic t= 8 mm m1 2.200 247,500.00 544,500.00 Tiang Steinlis pipa dia 2 1/2 " m1 1.260 418,203.39 526,936.27 Pipa steinlis dia 1 " m1 0.750 226,865.13 170,148.84 Penjepit Acrylic platt steinlis m1 1.900 25,000.00 47,500.00 Base Plate bh 1.000 56,000.00 56,000.00
Jumlah 1,763,288.50 16 Hand Railing Tangga Utama m1 1.000
Hand railing pipa steinlis dia 2 1/2 " m1 1.100 418,203.39 460,023.73 Suport hand Rilling steinlis dia 2 1/2 bh 1.000 50,000.00 50,000.00
Jumlah 510,023.73
AHSP-19
No. Uraian Pekerjaan Sat. Koef. Harga Satuan (Rp)
Jumlah(Rp)
17 Railing Tangga 2 m1 1.000Untuk panjang reiling m1 8.500
Hand railing pipa BSP dia 2 1/2 " t= 3,2 mm m1 8.500 260,703.39 2,215,978.79 Kolom Railing Hollow 40x40x2,3 mm m1 11.700 33,371.45 390,445.91 Hollow 20x20x2 mm m1 23.000 11,661.51 268,214.79 Base Plate bh 1.000 56,000.00 56,000.00 Cat pipa railing m2 22.000 20,315.00 446,930.00
Jumlah 8,5 M 3,377,569.48 Jumlah 1 M 397,361.12
18 Hand Railing Tangga 2 m1 1.000Untuk panjang reiling m1 5.600
Hand railing pipa BSP dia 2 1/2 " m1 5.600 260,703.39 1,459,938.97 Cat pipa railing m2 1.344 20,315.00 27,303.36 Suport hand Rilling steinlis dia 2 1/2 bh 4.000 50,000.00 200,000.00
Jumlah 5 M 1,687,242.33 Jumlah 1 M 301,293.27
XII PEKERJAAN PLAFOND 1 Pas. Plafond Kalsiboard 6 mm Rangka Hollow m2 1.000
Besi Hollow 40/40 m 0.750 33,371.45 25,028.58 Besi Hollow 20/20 m 2.000 23,323.03 46,646.05 Kalsiboard EG Uk. 240x120x6 mm lbr 0.382 62,000.00 23,677.80 Paku Asbes Skrup 4 bh 4.000 500.00 2,000.00 Pekerja OH 0.150 60,000.00 9,000.00 Tukang Kayu OH 0.250 70,000.00 17,500.00 Kepala Tukang Kayu OH 0.025 75,000.00 1,875.00 Mandor OH 0.075 80,000.00 6,000.00
Jumlah 131,727.43 2 Pas. Plafond Gypsumboard 9 mm Rangka Hollow m2 1.000
Besi Hollow 40/40 m 0.750 33,371.45 25,028.58 Besi Hollow 20/20 m 2.000 23,323.03 46,646.05 Gypsum Board Uk. 240x120x9 mm lbr 0.382 84,000.00 32,079.60 Paku Asbes Skrup 4 bh 4.000 500.00 2,000.00 Pekerja OH 0.150 60,000.00 9,000.00 Tukang Kayu OH 0.250 70,000.00 17,500.00 Kepala Tukang Kayu OH 0.025 75,000.00 1,875.00 Mandor OH 0.075 80,000.00 6,000.00
Jumlah 140,129.23 3 Pemasangan List Gypsum m1 1.000
Lis Gypsum m 1.050 26,000.00 27,300.00 Sekrup bh 4.000 500.00 2,000.00 Pekerja OH 0.050 60,000.00 3,000.00 Tukang Kayu OH 0.050 70,000.00 3,500.00 Kepala Tukang Kayu OH 0.005 75,000.00 375.00 Mandor OH 0.003 80,000.00 240.00
Jumlah 36,415.00 4 Pemasangan List Aluminium siku m1 1.000
Lis aluminium siku m 1.050 10,000.00 10,500.00 Sekrup bh 4.000 500.00 2,000.00 Pekerja OH 0.050 60,000.00 3,000.00 Tukang Kayu OH 0.050 70,000.00 3,500.00 Kepala Tukang Kayu OH 0.005 75,000.00 375.00 Mandor OH 0.003 80,000.00 240.00
Jumlah 19,615.00 XIII PEKERJAAN CAT1 Pengerjaan Cat Dinding Interior m2 1.000
Alkalin kg 0.120 25,000.00 3,000.00 Cat Tembok Interior klg 0.360 20,000.00 7,200.00 Pekerja OH 0.028 60,000.00 1,680.00 Tukang cat OH 0.042 70,000.00 2,940.00 Kepala Tukang cat OH 0.004 75,000.00 315.00 Mandor OH 0.003 80,000.00 200.00
Jumlah 15,335.00
AHSP-20
No. Uraian Pekerjaan Sat. Koef. Harga Satuan (Rp)
Jumlah(Rp)
2 Pengerjaan Cat Dinding Exterior m2 1.000Alkalin kg 0.120 25,000.00 3,000.00 Cat Tembok Exterior klg 0.360 115,000.00 41,400.00 Pekerja OH 0.028 60,000.00 1,680.00 Tukang cat OH 0.042 70,000.00 2,940.00 Kepala Tukang cat OH 0.004 75,000.00 315.00 Mandor OH 0.003 80,000.00 200.00
Jumlah 49,535.00 3 Pengerjaan Cat besi m2 1.000
Cat besi kg 0.100 45,000.00 4,500.00 Kuas bh 0.010 10,000.00 100.00 Pekerja OH 0.020 60,000.00 1,200.00 Tukang cat OH 0.200 70,000.00 14,000.00 Kepala Tukang cat OH 0.004 75,000.00 315.00 Mandor OH 0.003 80,000.00 200.00
Jumlah 20,315.00 4 Pengerjaan Waterproofing m2 1.000
Water Proofing dan Scredding kg 0.350 42,000.00 14,700.00 Pekerja OH 0.050 60,000.00 3,000.00 Tukang cat OH 0.075 70,000.00 5,250.00 Kepala Tukang cat OH 0.008 75,000.00 562.50 Mandor OH 0.003 80,000.00 200.00
Jumlah 23,712.50 XIV PEKERJAAN SALURAN
1 Saluran beton precast U 30 cm m1 1.000Saluran beton U30 cm m1 1.000 140,000.00 140,000.00 Galian tanah m3 0.160 47,000.00 7,520.00 Urugan pasir bawah saluran m3 0.040 158,000.00 6,320.00
Jumlah 153,840.00 2 Saluran beton precast U 60 cm m1 1.000
Saluran beton U60 cm m1 1.000 270,000.00 270,000.00 Galian tanah m3 0.590 47,000.00 27,730.00 Urugan pasir bawah saluran m3 0.070 158,000.00 11,060.00
Jumlah 308,790.00 3 Saluran PVC bawah lantai m1 1.000
PVC dia 6 " m1 1.000 98,000.00 98,000.00 Material bantu 10 % dari bahan m1 0.100 98,000.00 9,800.00 Pekerja OH 0.080 60,000.00 4,800.00 Tukang OH 0.135 70,000.00 9,450.00 Kepala Tukang OH 0.014 75,000.00 1,012.50 Mandor OH 0.004 80,000.00 328.00
Jumlah 123,390.50
ANALISA HARGA SATUAN PEKERJAAN MEKANIKAL DAN ELEKTRICAL
TAHUN 2014
A. PEKERJAAN ELECTRICAL
No Uraian Pekerjaan Vol.
1 2 3 4 5 6 1 Inst. Penerangan, NYM 3x2,5 mm² (o) PVC HI dia. 20mm 236,730
a Kabel NYM 3 x 2.5 mm2 9.0 m 15,600 140,400 b Pipa Conduit 20 HI 9.0 m 5,200 46,800 c Klem Pipa Conduit 10.0 bh 650 6,500 d T.Doost 2.0 bh 1,950 3,900 e Socket Conduit 3.0 bh 650 1,950 f Fisher 21.0 bh 195 4,095 g Lasdop 3.0 bh 195 585 J Upah Instalasi Kabel + Pipa 1.0 ls 32,500 32,500
Jumlah Total 236,730 2 Inst. Stop kontak, NYM 3x2,5 mm² (o) PVC HI dia. 20mm 256,230
a Kabel NYM 3 x 2.5 mm2 10.0 m 15,600 156,000 b Pipa Conduit 20 HI 10.0 m 5,200 52,000 c Klem Pipa Conduit 11.0 bh 650 7,150 d T.Doost 1.0 bh 1,950 1,950 e Socket Conduit 3.0 bh 650 1,950 f Fisher 21.0 bh 195 4,095 g Lasdop 3.0 bh 195 585 J Upah Instalasi Kabel + Pipa 1.0 ls 32,500 32,500
TOTAL 256,230 3 Instalasi antar tiang lampu taman kabel NYFGBY4x2,5mm2 679,780
a Kabel NFGBY 4 x 2.5 mm2 20.0 m' 33,800 676,000 g Lasdop 4.0 bh 195 780 J Upah gelar kabel 1.0 ls 3,000 3,000
TOTAL Rp. 679,780 4 Galian Kabel lewat Taman/Paving & urug kembali 36,075
a Galian & Uruk kembali 1.0 m' 23,400 23,400 b Batu Bata 11.0 bh 975 10,725 c Pasir 0.0 m3 195,000 1,950
TOTAL 36,075 5 Lampu SL 50 WATT 115,050
a Lampu SL 50 WATT 1.0 bh 110,500 110,500 b Upah Pasang 0.1 OH 91,000 4,550
Jumlah Total 115,050 6 Lampu SL 18 WATT 63,050
a Lampu SL 18 WATT 1.0 bh 58,500 58,500 b Upah Pasang 0.1 OH 91,000 4,550
Jumlah Total 63,050 7 Lampu SL 11 WATT 50,050
a Lampu SL 11 WATT 1.0 bh 45,500 45,500 b Upah Pasang 0.1 OH 91,000 4,550
Jumlah Total 50,050 8 Exhause Fan Toilet 100 cfm /50 Watt 603,200
a Exhause Fan Toilet 100 cfm /50 Watt 1.0 bh 585,000 585,000 b Upah Pasang 0.2 OH 91,000 18,200
Jumlah Total 603,200 9 Lampu Down Light (Teme VHO SD, koridor ) 459,550
a Lampu Down Light (Teme VHO SD, koridor ) 1.0 bh 455,000 455,000 b Upah Pasang 0.1 OH 91,000 4,550
Jumlah Total 459,550
Satuan
Harga Satuan
(Rp)
Harga
(Rp)
10 Lampu Taman SL 1 x18 watt (termasuk tiang lampu dan pondasi) 1,103,050 a Lampu SL 18 WATT 1.0 bh 58,500 58,500
Tiang + Pondasi 1.0 ls 1,040,000 1,040,000 b Upah Pasang 0.1 OH 91,000 4,550
Jumlah Total 1,103,050 11 Fiting lampu E 27 37,050
a Fiting lampu E 27 1.0 bh 32,500 32,500 b Upah Pasang 0.1 OH 91,000 4,550
Jumlah Total 37,050 12 Stop Kontak 1 Phase, 200 VA 50,050
a Stop Kontak 1 Phase, 200 VA 1.0 bh 45,500 45,500 b Upah Pasang 0.1 OH 91,000 4,550
Jumlah Total 50,050 13 Saklar Tunggal 37,050
a Saklar Tunggal 1.0 bh 32,500 32,500 b Upah Pasang 0.1 OH 91,000 4,550
Jumlah Total 37,050 14 Saklar Ganda 63,050
a Saklar Ganda 1.0 bh 58,500 58,500 b Upah Pasang 0.1 OH 91,000 4,550
Jumlah Total 63,050 15 '-Kabel NYFGBY 4 X 50mm2 BC 50mm2 121,940
a Kabel NYFGBY 4 X 50mm2 BC 50mm2 1.0 m' 84,500 84,500 g Spatu Kabel dia.50 4.0 bh 8,450 33,800 J Upah Pasang 0.0 ls 91,000 3,640
TOTAL Rp. 121,940 15 '-Kabel NYY 4 X 4mm2 + BC 4mm2 95,940
a Kabel NYY 4 X 4mm2 + BC 4mm2 1.0 m' 58,500 58,500 g Spatu Kabel dia.50 4.0 bh 8,450 33,800 J Upah Pasang 0.0 ls 91,000 3,640
TOTAL Rp. 95,940 15 '-Kabel NYY 4 X 10mm2 + BC 10mm2 108,940
a '-Kabel NYY 4 X 10mm2 + BC 10mm2 1.0 m' 71,500 71,500 g Spatu Kabel dia.50 4.0 bh 8,450 33,800 J Upah Pasang 0.0 ls 91,000 3,640
TOTAL Rp. 108,940 B. PEKERJAAN MEKANIKAL
No Uraian Pekerjaan Vol.
1 2 3 4 5 6 PIPA PVC Class AW
1 Pipa Ø 100 mm / 4” (PVC "AW" ) 124,560 Pipa Ø 100 mm / 4” (PVC "AW" ) 1.00 M 83,460.00 83,460 Fitting 1.00 ls 12,000.00 12,000 Support 1.00 ls 3,200.00 3,200 Material Bantu 1.00 ls 1,300.00 1,300 Alat Kerja 1.0 ls 1,000.00 1,000 Upah Pasang 1.00 M 22,000.00 22,000 Testing 1.0 ls 1,600.00 1,600
Sub Total 124,560 2 Pipa Ø 80 mm / 3" (PVC "AW" ) 100,650
Pipa Ø 80 mm / 3" (PVC "AW" ) 1.00 M 53,950.00 53,950 Fitting 1.00 ls 19,800.00 19,800 Support 1.00 ls 3,200.00 3,200 Material Bantu 1.00 ls 1,300.00 1,300 Alat Kerja 1.0 ls 1,000.00 1,000 Upah Pasang 1.00 M 19,800.00 19,800 Testing 1.0 ls 1,600.00 1,600
Sub Total 100,650
Satuan
Harga Satuan
(Rp)
Harga
(Rp)
3 Pipa Ø 65 mm / 2 ½” (PVC "AW" ) 79,860 Pipa Ø 65 mm / 2 ½” (PVC "AW" ) 1.00 M 35,360.00 35,360 Fitting 1.00 ls 19,800.00 19,800 Support 1.00 ls 3,200.00 3,200 Material Bantu 1.00 ls 1,300.00 1,300 Alat Kerja 1.0 ls 1,000.00 1,000 Upah Pasang 1.00 M 17,600.00 17,600 Testing 1.0 ls 1,600.00 1,600
Sub Total 79,860 4 pipa Ø 50 mm / 2” (PVC "AW" ) 67,530
pipa Ø 50 mm / 2” (PVC "AW" ) 1.00 M 27,430.00 27,430 Fitting 1.00 ls 19,800.00 19,800 Support 1.00 ls 3,200.00 3,200 Material Bantu 1.00 ls 1,300.00 1,300 Alat Kerja 1.0 ls 1,000.00 1,000 Upah Pasang 1.00 M 13,200.00 13,200 Testing 1.0 ls 1,600.00 1,600
Sub Total 67,530 5 Ø 50 mm / 2” PIPA PVC "D" ( pipa Ventilasi ) 63,130
Pipa PVC 1.00 M 27,430.00 27,430 Fitting 1.00 ls 19,800.00 19,800 Support 1.00 ls 3,200.00 3,200 Material Bantu 1.00 ls 1,300.00 1,300 Alat Kerja 1.0 ls 1,000.00 1,000 Upah Pasang 1.00 M 8,800.00 8,800 Testing 1.0 ls 1,600.00 1,600
Sub Total 63,130 6 Floor drain Ø 50 205,100
Floor drain Ø 50 1.00 M 195,000.00 195,000 Material Bantu 1.00 ls 1,300.00 1,300 Upah Pasang 1.00 M 8,800.00 8,800
Sub Total 205,100 7 Clean Out Ø 50 205,100
Clean Out Ø 50 1.00 M 195,000.00 195,000 Material Bantu 1.00 ls 1,300.00 1,300 Upah Pasang 1.00 M 8,800.00 8,800
Sub Total 205,100 8 Clean Out Ø 100 335,100
Clean Out Ø 100 1.00 M 325,000.00 325,000 Material Bantu 1.00 ls 1,300.00 1,300 Upah Pasang 1.00 M 8,800.00 8,800
Sub Total 335,100 PIPA PPR PN - 10
9 Pipa Ø 40 mm / 1½ 88,610 Pipa Ø 40 mm / 1½ 1.00 M 52,910.00 52,910 Fitting 1.00 ls 19,800.00 19,800 Support 1.00 ls 3,200.00 3,200 Material Bantu 1.00 ls 1,300.00 1,300 Alat Kerja 1.0 ls 1,000.00 1,000 Upah Pasang 1.00 M 8,800.00 8,800 Testing 1.0 ls 1,600.00 1,600
Sub Total 88,610 10 Pipa Ø 32 mm / 1¼" 61,320
Pipa Ø 32 mm / 1¼" 1.00 M 33,540.00 33,540 Fitting 1.00 ls 11,880.00 11,880 Support 1.00 ls 3,200.00 3,200 Material Bantu 1.00 ls 1,300.00 1,300 Alat Kerja 1.0 ls 1,000.00 1,000 Upah Pasang 1.00 M 8,800.00 8,800 Testing 1.0 ls 1,600.00 1,600
Sub Total 61,320
11 Pipa.Ø 25 mm / 1" 40,810 Pipa.Ø 25 mm / 1" 1.00 M 21,710.00 21,710 Fitting 1.00 ls 3,200.00 3,200 Support 1.00 ls 3,200.00 3,200 Material Bantu 1.00 ls 1,300.00 1,300 Alat Kerja 1.0 ls 1,000.00 1,000 Upah Pasang 1.00 M 8,800.00 8,800 Testing 1.0 ls 1,600.00 1,600
Sub Total 40,810 12 Pipa Ø 20 mm / 1/4" 30,870
Pipa Ø 20 mm / 1/4" 1.00 M 14,170.00 14,170 Fitting 1.00 ls 800.00 800 Support 1.00 ls 3,200.00 3,200 Material Bantu 1.00 ls 1,300.00 1,300 Alat Kerja 1.0 ls 1,000.00 1,000 Upah Pasang 1.00 M 8,800.00 8,800 Testing 1.0 ls 1,600.00 1,600
Sub Total 30,870 13 Pipa Ø 15 mm / 1/2" 27,010
Pipa Ø 15 mm / 1/2" 1.00 M 10,010.00 10,010 Fitting 1.00 ls 800.00 800 Support 1.00 ls 3,200.00 3,200 Material Bantu 1.00 ls 1,300.00 1,300 Alat Kerja 1.0 ls 1,300.00 1,300 Upah Pasang 1.00 M 8,800.00 8,800 Testing 1.0 ls 1,600.00 1,600
Sub Total 27,010
DAFTAR HARGA SATUAN BAHAN DAN UPAH
No Uraian Bahan dan Tenaga Kerja Harga Satuan Satuan
1 2 3 4A. BAHAN MENGGUNAKAN BESI/LOGAM
1 Besi Beton ulir BJTD-40 Rp. 9,600.00 per Kg 2 Besi Beton polos BJTP-24 Rp. 9,400.00 per Kg 3 Besi Siku Rp. 12,000.00 per Kg 4 Besi WF 200.100.5,5.8 Rp. 12,000.00 per Kg 5 Besi plat Rp. 12,000.00 per Kg 6 Besi Kanal C 150.50.50.3,2 Rp. 12,000.00 per Kg 7 Baut mur HTB A325O 5/8"X2 1/2 " Rp. 6,500.00 per bh 8 Baut angkur dia 19 mm - 60 cm Rp. 75,000.00 per bh 9 Baut keras Rp. 50,000.00 per bh 10 Base Plate steinlis dia 2 1/2 " Rp. 56,000.00 per bh 11 Suport Hand railing steinlis dia 2 1/2 " Rp. 50,000.00 per bh 12 Besi Hollow 20.20.2 MM Rp. 7,000.00 per m1 13 Besi Hollow 20.40.2 MM Rp. 14,000.00 per m1 14 Besi Hollow 40.40,2,3 MM Rp. 17,000.00 per m1 15 Besi Hollow 40.80.3,2 mm Rp. 21,000.00 per m1 16 Besi Hollow 75,75.3,8 mm Rp. 28,000.00 per m1 17 Pipa BSP dia 2 1/2 " Rp. 200,000.00 per m1 18 Pipa BSP dia 1 " Rp. 125,000.00 per m1 19 Pipa Steinlis Steel dia 2 1/2 " Rp. 350,000.00 per m1 20 Pipa Steinlis Steel dia 1 " Rp. 175,000.00 per m1 21 Elektrode Baja Rp. 35,000.00 per Kg 22 Kawat Bendrat Rp. 16,000.00 per Kg 23 Wire mesh M6 (210X495 cm) Rp. 400,000.00 per lbr 24 Pintu Pagar Besi Rp. 900,000.00 per m1 25 Tutup Manhole besi plat t 2 mm Rp. 485,000.00 per unit 26 Pipa udara Rp. 145,000.00 per BhB. BAHAN MENGGUNAKAN BATU, PASIR, PC
1 Pasir Beton Rp. 160,000.00 per m3 2 Pasir Pasang Rp. 158,000.00 per m3 3 Pasir Urug Rp. 120,000.00 per m3 4 Air Tawar Rp. 20.00 per lt 5 Semen Portland (1 zak = 50 Kg) Rp. 56,000.00 per zak 6 Semen Portland (1 zak = 50 Kg) Rp. 1,120.00 per Kg 7 Semen Portland (1 zak = 40 Kg) Rp. 52,000.00 per zak 8 Tasirtu Rp. 85,000.00 per m3 9 Batu bata merah Rp. 575.00 per bh 10 Batako 9 x 19 x 39 Rp. 2,000.00 per bh 11 Batu kali belah 15/20 Rp. 135,000.00 per m3 12 Batu pecah mesin 1/2 Rp. 240,000.00 per m3 13 Batu pecah mesin 2/3 Rp. 175,000.00 per m3 14 Batu kerikil (bulat 1-2 cm) Rp. 195,000.00 per m3 15 Beton panel ukuran 2400x400x40 Rp. 125,000.00 per m1 16 Koral beton 2/3 Rp. 196,700.00 per m3 17 Split 2/3 Pecah Mesin Rp. 175,000.00 per m3 18 Semen PC Warna Rp. 12,000.00 per Kg
No Uraian Bahan dan Tenaga Kerja Harga Satuan Satuan
19 Semen Berwaran Yiyitan Rp. 9,500.00 per Kg 20 Saluran beton precast U 30 cm Rp. 140,000.00 per m1 21 Saluran beton precast U 60 cm Rp. 270,000.00 per m1 22 Bak kontrol 40x40 cm Rp. 225,000.00 per m1 23 Bak kontrol 70x70 cm Rp. 295,000.00 per m1 24 Ijuk Rp. 18,100.00 per Kg
C BAHAN CAT/MINYAK/KUAS 1 Cat Besi Rp. 45,000.00 per Kg 2 Cat Kayu Rp. 44,000.00 per Kg 3 Cat Meni Besi Rp. 35,000.00 per Kg 4 Cat Tembok Interior Rp. 20,000.00 per Kg 5 Cat Tembok Exterior Rp. 115,000.00 per Kg 6 Amplas Rp. 4,000.00 per Lbr 7 Kuas Cat 3" Rp. 10,000.00 per Bh 8 Kuas Cat 6" Rp. 15,000.00 per Bh 9 Minyak Cat (Thiner A) Rp. 20,000.00 per ltr 10 Minyak begesting Rp. 6,500.00 per ltr 11 Minyak Pelumas Rp. 28,000.00 per ltr 12 Alkalin Rp. 25,000.00 per Kg 13 Solar Rp. 6,500.00 per ltr 14 Serat Fiber Rp. 9,000.00 per m2 15 Sealent Rp. 40,000.00 per tube 16 Oli Rp. 30,000.00 per ltr 17 Silicone sealant Rp. 5,500.00 per m1 18 Waterproof Rp. 42,000.00 per Kg
D BAHAN KAYU, TRIPLEK, MULTIPLEK 1 Kayu Meranti balok/usuk 5/7 Rp. 3,300,000.00 per m3 2 Kayu Meranti balok/usuk 6/15 Rp. 3,650,000.00 per m3 3 Kayu Meranti papan begesting (MC) Rp. 1,750,000.00 per m3 4 Kayu Meranti Papan 2/20,4/10 Rp. 5,750,000.00 per m3 5 Kayu Kamper (Slimar) Rp. 9,400,000.00 per m3 6 Kayu Kamper (Papan) Rp. 9,500,000.00 per m3 7 Kayu Kamper (Usuk) Rp. 9,200,000.00 per m3 8 Kayu Kamper Rp. 9,000,000.00 per m3 9 Kayu Dolken O 8- 10 Panjang 4 m1 Rp. 8,000.00 per btg 10 Kayu Gelam Ø 8 - 12 cm panjang : 4 m Rp. 14,000.00 per btg 11 Triplek tebal 4 mm uk 120x240 cm Rp. 60,000.00 per Lbr 12 HPL (122x244 cm) Rp. 195,000.00 per lbr 13 HPL Rp. 64,000.00 per m2 14 Multiplex 12 mm 120x240 Rp. 158,000.00 per Lbr 15 Multiplex 9 mm 120x240 Rp. 106,000.00 per Lbr 16 Multiplex 4mm 120x240 Rp. 60,000.00 per Lbr 17 Multiplex 6mm 120x240 Rp. 74,000.00 per Lbr 18 Lis Gypsum Rp. 26,000.00 per m 19 Lem Kayu Rp. 12,000.00 per Kg
No Uraian Bahan dan Tenaga Kerja Harga Satuan Satuan
E BAHAN PAKU, BAUT MUR, ANGKUR 1 Paku 2 s/d 5" Rp. 15,000.00 per Kg 2 Paku Asbes Rp. 16,000.00 per Kg 3 Paku Reng Rp. 14,000.00 per Kg 4 Paku Klem (No.4)/ Paku Usuk Rp. 15,000.00 per Kg 5 Angkur pintu besi Rp. 22,000.00 per Bh 6 Baut Skerup Rp. 1,000.00 per Bh 7 Paku Sekrup Rp. 500.00 per bh 8 Skrup/ Ripet Rp. 400.00 per Bh 9 Angkur Rp. 6,000.00 per Bh 10 Dinabolt M10 Rp. 3,000.00 per Bh 11 Paku triplek/Eternit Rp. 17,000.00 per Kg
F BAHAN PENUTUP ATAP1 Seng Gelombang Uk.0,8x1,5 Rp. 50,000.00 per Lbr
2 Seng gelombang BJLS 30 (80 x 180 cm) Rp. 52,000.00 per Lbr 3 Seng BJLS 30 Rp. 80,000.00 per M2 3 Asbes gelombang kecil 105x250 cm Rp. 75,000.00 per Lbr 4 Genteng Ex Monier Xl Rp. 7,800.00 per bh 5 Wuwung Genteng Ex Monier Xl Rp. 9,500.00 per m 6 Kalsiboard EG Uk. 240x120x 6 mm Rp. 62,000.00 per Lbr 7 Gypsum Board Uk. 240x120x 9 mm Rp. 84,000.00 per Lbr 8 Kalsiplank lebar 20 cm t; 12 mm (panjang 3 m1) Rp. 60,000.00 per Lbr 9 Kalsiplank lebar 20 cm t; 12 mm ( Rp. 20,000.00 per m1 10 Usuk Galvalum 7,5x3,5 t= 0,75 mm Rp. 17,000.00 per m2 11 Reng Galvalum 3x4 cm t= 0,5 mm Rp. 8,000.00 per m1
G BAHAN KACA 1 Kaca Polos tebal 5 mm Rp. 80,000.00 per m2 2 Kaca Polos tebal 6 mm Rp. 112,000.00 per m2 3 Kaca Polos tebal 8 mm Rp. 175,000.00 per m2 4 Kaca Stopsol tebal 8 mm Rp. 530,000.00 per m2 5 Kaca Tempered Stopsol tebal 12 mm Rp. 1,250,000.00 per m2 6 Acrylic t = 8 mm Rp. 247,500.00 per m2 7 Plat steinlis penjepit Acrylic Rp. 25,000.00 per m1 8 Kaca Nako uk 15x80 cm tebal 5 mm + accesories Rp. 13,000.00 per Lbr
H BAHANG ENGSEL, GRENDEL, KUNCI, HANDLE 1 Cathment 12 " Rp. 65,000.00 per bh 2 Fixed Top Pin Rp. 110,000.00 per set 3 Top Patch Fiiting Rp. 220,000.00 per set 4 Door Closer Rp. 300,000.00 per set 5 Door Stoper Rp. 30,000.00 per unit 6 Kunci Gembok Rp. 80,000.00 per Bh 7 Floor Hinge Rp. 1,200,000.00 per stel 8 Bottom Patch Fitting Rp. 150,000.00 per unit 9 Bottom Lock Fitting Rp. 175,000.00 per unit 10 Lockase case cylinder Rp. 165,000.00 per set 11 Lockase Window Bolt Rp. 140,000.00 per set 12 Flush Bolt 6 " Rp. 40,000.00 per Set 13 Flush Bolt 12 " Rp. 60,000.00 per Set 14 Engsel pintu steinlish 4x3x3 mm Rp. 30,000.00 per stel 15 Full Handle HS Pull Rp. 300,000.00 per stel 16 Full Handle Stainleesstel t= 60 cm Rp. 340,000.00 per stel 17 Full Handle Rp. 256,000.00 per stel 18 Lever Handle Rp. 140,000.00 per stel
No Uraian Bahan dan Tenaga Kerja Harga Satuan Satuan
19 Handle HDS DKS Rp. 125,000.00 per stel 20 Handle Lock Jendela Rp. 60,000.00 per stel
I BAHAN TIANG PANCANG 1 Mini pile □ 250 x 250 mm, panjang 12 m Rp. 130,000.00 per m1 2 Joint sambungan tiang pancang Rp. 30,000.00 per bh
J BAHAN ALUMINIUM 1 Aluminium kusen pintu & jendela 4"X1 3/4" Rp. 82,000.00 per m1 2 Aluminium kusen pintu & jendela 3"X1 3/4" Rp. 80,000.00 per m1 3 Aluminium frame daun jendela Rp. 78,000.00 per m1 4 Aluminium frame daun pintu 4,5x6,5 cm Rp. 84,000.00 per m1 5 Aluminium frame daun pintu 4,5x11 cm Rp. 87,000.00 per m1 6 Aluminium ventilasi 1 'x 3 " Rp. 22,000.00 per m1 7 Aluminium frame vison Rp. 40,000.00 per m1 8 Spigot aluminium Rp. 12,000.00 per m1 9 Aluminium Composit Panel (ACP) Rp. 160,000.00 per m2 10 Aluminium Composit Panel Perforeted 3 mm (ACP) Rp. 220,000.00 per m2 11 Karet Kusen Aluminium Rp. 2,200.00 per 12 Sielent Rp. 2,200.00 per 13 Lis plafond aluminium siku Rp. 10,000.00 per m1 14 Base Plate 8 mm Rp. 47,000.00 per m1 15 Angkur dinabolt Rp. 9,500.00 per bh
K BAHAN PELAPIS LANTAI DAN DINDING 1 Homogenous Tile 60x60 Rp. 160,000.00 per m2 2 Keramik 40x40 Polished Rp. 67,000.00 per m2 3 Keramik 40x40 Unpolished Rp. 67,000.00 per m2 4 Tegel Keramik Dinding 20x25 cm Rp. 67,000.00 per m2 5 Tegel Keramik Lantai 20x20 cm Rp. 66,000.00 per m2 6 Step Noshing 3x 8 cm Rp. 10,000.00 per bh
L. SANITAIR 1 Closet Duduk Rp. 1,960,000.00 per unit 2 Closet Jongkok Rp. 325,000.00 per unit 3 Wastafel Meja + kran Rp. 845,000.00 per unit 4 Toilet Sprayer Rp. 275,000.00 per bh 5 Floor Drain Rp. 225,000.00 per bh 6 Soap Holder Rp. 65,000.00 per bh 7 Paper Holder Rp. 75,000.00 per bh 8 Robe Hook Rp. 85,000.00 per bh 9 Kran Rp. 140,000.00 per bh 10 Kitchen Zink + Kran Rp. 645,000.00 per bh 11 Sambungan Pipa PVC 3" Tipe AW Rp. 10,000.00 per bh 12 Sambungan Pipa Tee 3" Tipe AW Rp. 14,000.00 per bh 13 Pipa Pvc dia 6 " Type AW Rp. 98,000.00 per M1 14 Pipa Pvc dia 3 " Type AW Rp. 53,000.00 per M1 13 Klem penggantung pipa Rp. 13,000.00 per bh 14 Floor drain 3 " Rp. 225,000.00 per bh 14 Rol TBA Rp. 8,721.00 per btg 15 Klem PVC Rp. 2,500.00 per bhN. LAIN-LAIN
1 Sewa Direksikeet dan Gudang Rp. 1,650,000.00 per bln 2 Pengadaan Air kerja Rp. 750,000.00 per bln
m1
m1
No Uraian Bahan dan Tenaga Kerja Harga Satuan Satuan
M UPAH TENAGA KERJA 1 Pekerja Rp. 60,000.00 per hari 2 Tukang kayu Rp. 70,000.00 per hari 3 Kepala Tukang kayu Rp. 75,000.00 per hari 4 Tukang batu Rp. 70,000.00 per hari 5 Kepala Tukang Batu Rp. 75,000.00 per hari 6 Tukang besi Rp. 70,000.00 per hari 7 Kepala tukang besi Rp. 75,000.00 per hari 8 Tukang cat Rp. 70,000.00 per hari 9 Kepala tukang cat Rp. 75,000.00 per hari 10 Tukang listrik Rp. 70,000.00 per hari 11 Kepala tukang listrik Rp. 75,000.00 per hari 12 Mandor Rp. 80,000.00 per hari 13 Operator Rp. 100,000.00 per hari 14 Tukang Pipa Rp. 70,000.00 per hari 15 Tukang Las Rp. 70,000.00 per hari
N SEWA PERALATAN 1 Sewa alat bantu (1 set @3alat) Rp. 1,000.00 per jam 2 Sewa welding set (min 5 jam) Rp. 50,000.00 per hari 3 Sewa Crane Tiang pancang Rp. 125,000.00 per jam 4 Sewa Hammer Tiang Pancang Rp. 150,000.00 per jam 5 Sewa Tamper Rp. 100,000.00 per jam 6 Sewa Alat Bantu Strauss Pile Rp. 15,000.00 per jam 7 Sewa Crane 30 ton Rp. 130,000.00 per jam 8 Sewa Genset Rp. 60,000.00 per hari 10 Mobilisasi dan Demobilisasi Tenaga kerja Rp. 3,000,000.00 per ls 11 Mobilisasi dan Demobilisasi Tiang Pancang Rp. ### per ls
DAFTAR HARGA SATUAN BAHAN DAN UPAH
158
1.222.44
2.9768 65,506.58
750,000.00
2.98251,948.40
HARGA BAHANNAMA KEGIATAN
PEKERJAAN LOKASI
II PEKERJAAN GEDUNG KANTOR DAN ADMINISTRASI
No Uraian Pekerjaan
1 2 3 6Elektrikal
1 Kabel NYFGBY 4 X 50mm2 BC 50mm2 m' 84,500.002 Kabel NYY 4 X 6mm2 + BC 6mm2 m' 54,600.003 Kabel NYM 3 x 2.5 mm2 m' 15,600.004 Kabel NYM 2 x 2,5 mm2 m' 10,400.005 Kabel NFGBY 4 x 2.5 mm2 m' 33,800.006 Kabel NYY 4 X 4mm2 + BC 4mm2 m' 58,500.007 Kabel NYY 4 X 10mm2 + BC 10mm2 m' 71,500.008 Kabel try lantai 1 ukuran 100mm x 300mm m' 250,000
9 Kabel try Riser ukuran 100mm x 300mm m' 250,000
10 MCCB 3 Phase 160 A36KA bh 450,000
11 MCCB 3 Phase 40 A/18KA bh 550,000
12 MCCB 3 Phase 30 A/18KA bh 550,000
13 MCCB 3 Phase 20 A/18KA bh 550,000
14 MCB 1 Phase 16 A/4,5 KA bh 65,000
15 MCB 1 Phase 10 A/4,5 KA bh 65,000
16 MCB 3 Phase 40 A/18 KA 350,000
17 Amper meter bh 250,000
18 Volt meter bh 250,000
19 VSS bh 250,000
20 Fuse 2 A bh 25,000
21 Lampu Indikator bh 75,000
22 Cu Bar bh 350,000
23 Box Panel LVMDP+ Wiring bh 1,250,000
24 Juction Box Telepon 10 pair unit 205,000
25 PABX 1 Line 10 Extantion unit 6,500,000
26 Outlet Telepon bh 65,000
27 Pesawat telephone bh 250,000
28 Instalasi outlet telepon dengan kabel ITC 2 x 2 x d.0,6 mm titik 265,000
29 dalam conduit PVC HI dia. 20 mm30 Instalasi AC 1Phase/220 Volt ttk 275,000
31 Instalasi pipa drain AC.pipa PVC Ø 25mm2 / ¾ ttk 15,000
32 Stop Kontak 1 Phase, 200 VA bh 45,500.0033 Saklar Tu 0.15 bh 32,500.0034 Saklar Ganda bh 58,500.0035 Lampu SL 50 WATT bh 110,500.0036 Lampu SL 18 WATT bh 58,500.0037 Lampu SL 11 WATT bh 45,500.0038 Lampu Down Light (Teme VHO SD, koridor ) bh 455,000.0039 Lampu Taman SL 1 x18 watt (termasuk tiang lampu dan pondasi) bh 2,730,000.0040 Fiting lampu E 27 bh 32,500.0041 Exhause Fan Toilet 100 cfm /50 Watt bh 585,000.00
TB-SS Unit 205,000 Power Amplifier 160 Watt bh 12,500,000 Paging Mic. Call bh 8,500,000 DVD/CD/MP3/Radio Tuner bh 2,500,000 Horn Speaker 15 Watt bh 350,000 Instalasi Horn Speaker Kabel NYMHY 2 x 1.5 mm² ttk 265,000 dalam conduit PVC HI dia. 20 mmPenyambungan
1 Pemasangan Listrik Dengan Daya 79 kVA ls 295,500,000.002 Penyambungan Telepon (dengan 3 sambungan ) ls 6,500,000.003 Pemasangan /Sambungan PDAM Dia.Pipa 2" ls 12,000,000.00
Satuan
Harga
(Rp)
Material Bantu1 Pipa Conduit 20 HI m' 5,200.002 Klem Pipa Conduit bh 650.003 T.Doost bh 1,950.004 Socket Conduit bh 650.005 Fisher bh 195.006 Lasdop bh 195.007 Batu Bata bh 975.008 Pasir m3 195,000.009 Spatu Kabel dia.50 bh 8,450.00
Upah1 Upah Instalasi Kabel + Pipa ls 32,500.002 Upah Pasang OH 91,000.003 Galian & Uruk kembali m' 23,400.004 Tiang + Pondasi ls 1,040,000.00
Mekanik
PIPA PPR PN - 101 Pipa Ø 15 mm / 1/2" m' 10,010.002 Pipa Ø 20 mm / 1/4" m' 14,170.003 Pipa.Ø 25 mm / 1" m' 21,710.004 Pipa Ø 32 mm / 1¼" m' 33,540.005 Pipa Ø 40 mm / 1½ m' 52,910.00
PIPA PVC Class AW 1 Pipa Ø 150 mm / 6” (PVC "AW" ) m' 98,000.002 Pipa Ø 100 mm / 4” (PVC "AW" ) m' 83,460.003 Pipa Ø 80 mm / 3" (PVC "AW" ) m' 53,950.004 Pipa Ø 65 mm / 2 ½” (PVC "AW" ) m' 35,360.005 pipa Ø 50 mm / 2” (PVC "AW" ) m' 27,430.006 Ø 80 mm / 3" (PIPA HIDER AIR BERSIH ) LS 2,000,000.007 Floor drain Ø 80 bh 225,000.008 Floor drain Ø 50 bh 195,000.009 Clean Out Ø 50 bh 195,000.00
10 Clean Out Ø 100 bh 325,000.0011 Clean Out Ø 100 bh 325,000.0012 Fitting ls 12,000.00 13 Support ls 3,200.00 14 Material Bantu ls 1,300.00 15 Alat Kerja ls 1,000.00 16 Upah Pasang M 22,000.00 17 Testing ls 1,600.00 18 Gate Valve Ø 40 mm / 2" bh 600,000 19 Gate Valve Ø 40 mm / 1½" bh 450,000 20 Gate Valve Ø 25 mm / 1" bh 225,000 21 Bak kontrol 40x40 unit 450,000 22 Bak kontrol 60x60 unit 450,000 23 Septic Tank Bio Filter Kap. 6 m³ SET 15,000,000
24 Pompa Air Sanyo c/w assesoris unit 7,500,000 24 Material Bantu Ls 500,000
25 Pengadaan Bak Tandon Atas Kapasitas 1 m3 unit 4,500,000
26 Air terminal lightning protection radius 80m unit 25,000,000
27 Conecting Sleeve unit 250,000
28 NYY kabel 1x70 mm² m1 95,000
29 Material Instalasi ls 500,000
30 Grounding System ttk 2,500,000
31 Ijin ijin dari Instansi yang terkait lot 4,500,000
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