ANALISA HARGA SATUAN PEKERJAAN DATA PEMBAHARUAN & PENYESUAIAN 2017-2018 Uraian Pekerjaan No. 1 I. 1 2 3 4 5 6 7 II. 1 2 3 Sat. Koef. Harga Satuan (Rp) 2 PEKERJAAN PENDAHULUAN Pembersihan Lokasi Pekerja Mandor m2 OH OH 1.000 0.100 0.050 Pengukuran dan pasangan bouwplank Kayu meranti balok Paku biasa 2" - 5 " Kayu meranti papan (MC) 2/20 Pekerja Tukang Kayu Kepala Tukang Kayu Mandor m m3 kg m3 oh oh oh oh 1.000 0.012 0.020 0.007 0.100 0.100 0.010 0.005 Direksi Keet dan Gudang Sewa Direksikeet dan Gudang m2 bln 1.000 7.000 Pembuatan pagar sementara seng gelombang tinggi 2 m Dolken kayu Gelam 8-10/400 cm Seng Gelombang Uk. (0,8 x 1,50) Kayu Meranti Kaso 5/7 Paku Asbes Cat Meni Besi Pekerja Tukang Kayu Kepala Tukang Kayu Mandor m1 1.000 bt lbr m3 kg kg oh oh oh oh 1.100 1.000 0.025 0.060 0.450 0.400 0.200 0.020 0.020 Biaya Listrik kerja Sewa Genset Solar Olie ls hr lt lt 1.000 90.000 450.000 20.000 Biaya Air Kerja Air kerja ls bln 1.000 6.000 Papan Nama Proyek 80 x 120 cm, t = 250 cm Kayu Meranti papan t= 2 cm Seng Plat BJLS 30 Paku Cat Kayu Beton Cor K225 Pekerja Tukang Kayu Tukang cat Mandor unit m3 m2 kg kg m3 OH OH OH OH 1.000 0.050 1.620 0.600 1.500 0.100 2.000 1.000 1.000 1.000 PEKERJAAN TANAH Galian Tanah Biasa Sedalam 1m Pekerja Mandor m3 OH OH 1.000 0.750 0.025 Bor Pondasi Strous dia 30 cm Pekerja Mandor Sewa alat bor strous m3 OH OH jam 1.000 1.440 0.072 1.200 Urugan Pasir Pasir Urug Pekerja Mandor m3 m3 OH OH 1.000 1.100 0.300 0.100 3 5. Jumlah (Rp) 6. 85,500.00 198,000.00 Jumlah 8,550.00 9,900.00 18,450.00 3,498,000.00 15,900.00 1,890,000.00 85,500.00 107,400.00 136,800.00 198,000.00 Jumlah 41,976.00 318.00 13,230.00 8,550.00 10,740.00 1,368.00 891.00 77,073.00 1,798,500.00 Jumlah 12,589,500.00 12,589,500.00 15,000.00 58,800.00 3,498,000.00 17,300.00 39,200.00 85,500.00 107,400.00 136,800.00 198,000.00 Jumlah 16,500.00 58,800.00 85,701.00 1,038.00 17,640.00 34,200.00 21,480.00 2,736.00 3,960.00 242,055.00 60,000.00 7,000.00 32,100.00 Jumlah 5,400,000.00 3,150,000.00 642,000.00 9,192,000.00 787,500.00 Jumlah 4,725,000.00 4,725,000.00 6,382,500.00 88,000.00 15,900.00 49,300.00 967,728.04 85,500.00 107,400.00 107,400.00 198,000.00 Jumlah 319,125.00 142,560.00 9,540.00 73,950.00 96,772.80 171,000.00 107,400.00 107,400.00 198,000.00 1,225,747.80 85,500.00 198,000.00 Jumlah 64,125.00 4,950.00 69,075.00 85,500.00 198,000.00 15,000.00 Jumlah 123,120.00 14,256.00 18,000.00 155,376.00 136,800.00 85,500.00 198,000.00 Jumlah 150,480.00 25,650.00 19,800.00 195,930.00 1/20 Uraian Pekerjaan No. 4 5 6 III. 1 2 3 Sat. Urugan Tasirtu Tasirtu Sewa stemper Pekerja Mandor m3 m3 hari OH OH 1.000 1.200 0.009 0.250 0.025 Urugan Tanah Kembali Pekerja Mandor m3 OH OH 1.000 0.102 0.019 Buangan Tanah Galian Pekerja Mandor m3 OH OH 1.000 0.200 0.040 PEKERJAAN PASANGAN PONDASI Batu kosongan Aanstampeng Batu kali belah Pasir Urug Pekerja Tukang Batu Kepala Tukang Batu Mandor m3 m3 m3 oh oh oh oh 1.2000 0.3000 0.7800 0.3900 0.0390 0.0390 Pondasi Batu kali1:5 Batu kali belah Semen Portland Pasir Pasang Pekerja Tukang Batu Kepala Tukang Batu Mandor m3 m3 kg m3 oh oh oh oh 1.100 136.000 0.544 1.500 0.750 0.075 0.075 Pasangan Pondasi rollag batu bata 1:3 Batu bata merah 5x11x22 cm Semen Portland Pasir pasang Pekerja Tukang Batu Kepala Tukang Batu Mandor m3 bh zak m3 oh oh oh oh 1.000 70.000 0.287 0.040 0.300 0.100 0.010 0.015 2 V. 1 2 Harga Satuan (Rp) Jumlah (Rp) 96,100.00 100,000.00 85,500.00 198,000.00 Jumlah 115,320.00 900.00 21,375.00 4,950.00 142,545.00 85,500.00 198,000.00 Jumlah 8,721.00 3,762.00 12,483.00 85,500.00 198,000.00 Jumlah 17,100.00 7,920.00 25,020.00 155,300.00 136,800.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah 186,360.00 41,040.00 66,690.00 42,627.00 5,194.80 7,722.00 349,633.80 155,300.00 1,200.00 169,100.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah 170,830.00 163,200.00 91,990.40 128,250.00 81,975.00 9,990.00 14,850.00 661,085.40 700.00 61,100.00 169,100.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah 1 m2 114,206.14 49,000.00 17,560.14 6,764.00 25,650.00 10,930.00 1,332.00 2,970.00 114,206.14 951,717.83 700.00 61,100.00 169,100.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah 114,206.14 49,000.00 17,560.14 6,764.00 25,650.00 10,930.00 1,332.00 2,970.00 114,206.14 951,337.15 700.00 61,100.00 169,100.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah 49,000.00 11,853.40 7,609.50 25,650.00 10,930.00 1,332.00 2,970.00 109,344.90 61,100.00 169,100.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah 9,501.05 3,889.30 25,650.00 16,395.00 1,998.00 2,970.00 60,403.35 61,100.00 169,100.00 6,336.07 4,396.60 1.000 1.000 8.333 Jumlah 1 m3 IV. 1 Koef. PEKERJAAN PASANGAN DINDING TEMBOK Pasang Dinding Bata 1:3 1/2 Bata Batu Bata Merah Semen Portland 50 kg Pasir Pasang Pekerja Tukang Batu Kepala Tukang Batu Mandor m2 bh zak m3 OH OH OH OH 1.000 70.000 0.287 0.040 0.300 0.100 0.010 0.015 Jumlah 1 m3 Pasang Dinding Bata 1:5 1/2 Bata Batu Bata Merah Semen Portland 50 kg Pasir Pasang Pekerja Tukang Batu Kepala Tukang Batu Mandor m2 bh zak m3 OH OH OH OH 8.330 1.000 70.000 0.194 0.045 0.300 0.100 0.010 0.015 PEKERJAAN PLESTERAN, BENANGAN DAN ACIAN Plesteran Tebal 15mm Campuran 1 : 3 Semen Portland 50 kg Pasir pasang Pekerja Tukang Batu Kepala Tukang Batu Mandor m2 zak m3 OH OH OH OH 1.000 0.156 0.023 0.300 0.150 0.015 0.015 Plesteran Tebal 15mm Campuran 1 : 5 Semen Portland 50 kg Pasir pasang m2 zak m3 1.000 0.104 0.026 2/20 Uraian Pekerjaan No. 3 4 VI. 1 2 Sat. Koef. Pekerja Tukang Batu Kepala Tukang Batu Mandor OH OH OH OH 0.300 0.150 0.015 0.015 Benangan Sudut 1 : 2 Semen Portland Pasir Pasang Pekerja Tukang Batu Kepala Tukang Batu Mandor m zak m3 OH OH OH OH 1.000 0.010 0.013 0.080 0.040 0.040 0.004 Acian Beton Semen Portland Pekerja Tukang Batu Kepala Tukang Batu Mandor m2 zak OH OH OH OH 1.000 0.065 0.200 0.100 0.010 0.010 PEKERJAAN PONDASI MINI PILE Pemancangan Tiang Pancang 25X25 cm, l= 12 m Mini pile □ 250 x 250 mm, panjang 12 m Mandor Sewa Crane 30 ton Sewa Hammer Tiang Pancang m m oh Jam Jam 1.000 1.000 0.125 0.218 0.218 Penyambungan Tiang Pancang 25x25 cm Joint sambungan Tiang Pancang Kawat Las Electroda Oli Solar Sewa Welding Set Tukang Las bh bh kg lt lt hr oh 1.000 1.000 0.500 0.050 1.000 0.050 0.250 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah Jumlah (Rp) 25,650.00 16,395.00 1,998.00 2,970.00 57,745.67 61,100.00 169,100.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah 611.00 2,198.30 6,840.00 4,372.00 5,328.00 792.00 20,141.30 61,100.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah 3,971.50 17,100.00 10,930.00 1,332.00 1,980.00 35,313.50 148,200.00 198,000.00 130,000.00 150,000.00 Jumlah 148,200.00 24,750.00 28,340.00 32,700.00 233,990.00 33,600.00 38,200.00 32,100.00 7,000.00 50,000.00 99,800.00 Jumlah 33,600.00 19,100.00 1,605.00 7,000.00 2,500.00 24,950.00 88,755.00 Harga Satuan (Rp) 3/20 No. 3 VII. 1 2 3 4 5 6 Uraian Pekerjaan Sat. Koef. Pemotongan ujung tiang pancang 25x25 cm Pekerja Tukang Las Mandor ttk oh oh oh 1.000 PEKERJAAN BETON Beton Lantai Kerja 1:3:5 Semen Portland 40 kg Pasir beton Batu pecah mesin 1/2 Air (biaya air tawar) Pekerja Tukang Batu Kepala Tukang Batu Mandor m3 zak m3 m3 lt OH OH OH OH 1.000 5.750 0.558 0.541 215.000 1.200 0.200 0.020 0.060 Beton Rabat beton 1:3:5 Semen Portland 40 kg Pasir beton Batu pecah mesin 1/2 Air (biaya air tawar) Pekerja Tukang Batu Kepala Tukang Batu Mandor m3 zak m3 m3 lt OH OH OH OH 1.000 6.900 0.518 0.533 215.000 1.650 0.275 0.028 0.083 Beton K-225 Semen Portland 40 kg Pasir beton Batu pecah mesin 1/2 Air (biaya air tawar) Pekerja Tukang Batu Kepala Tukang Batu Mandor m3 zak m3 m3 lt OH OH OH OH 1.000 9.275 0.436 0.551 215.000 1.650 0.275 0.028 0.083 Beton K-300 Semen Portland 40 kg Pasir beton Batu pecah mesin 1/2 Air (biaya air tawar) Pekerja Tukang Batu Kepala Tukang Batu Mandor m3 zak m3 m3 lt OH OH OH OH 1.000 10.325 0.426 0.537 215.000 1.650 0.275 0.028 0.083 Pembesian Dengan Besi Ulir 39 Besi beton ulir Kawat beton (bendrat) Pekerja Tukang Besi Kepala Tukang Besi Mandor kg kg kg OH OH OH OH 1.000 1.050 0.015 0.007 0.007 0.001 0.000 Pembesian Dengan Besi Polos U-24 Besi beton polos Kawat beton (bendrat) Pekerja Tukang Besi Kepala Tukang Besi Mandor kg kg kg OH OH OH OH 1.000 1.050 0.015 0.007 0.007 0.001 0.000 0.420 0.250 0.020 Harga Satuan (Rp) Jumlah (Rp) 85,500.00 99,800.00 198,000.00 Jumlah 35,910.00 24,950.00 3,960.00 64,820.00 56,700.00 182,400.00 271,200.00 100.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah 326,025.00 101,797.44 146,583.60 21,500.00 102,600.00 21,860.00 2,664.00 11,880.00 734,910.04 56,700.00 182,400.00 271,200.00 100.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah 391,230.00 94,392.00 144,441.12 21,500.00 141,075.00 30,057.50 3,729.60 16,434.00 842,859.22 56,700.00 182,400.00 271,200.00 100.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah 525,892.50 79,581.12 149,458.32 21,500.00 141,075.00 30,057.50 3,729.60 16,434.00 967,728.04 56,700.00 182,400.00 271,200.00 100.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah 585,427.50 77,629.44 145,742.88 21,500.00 141,075.00 30,057.50 3,729.60 16,434.00 1,021,595.92 10,900.00 17,600.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah 11,445.00 264.00 598.50 765.10 93.24 79.20 13,245.04 10,600.00 17,600.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah 11,130.00 264.00 598.50 765.10 93.24 79.20 12,930.04 4/20 Uraian Pekerjaan No. 7 8 9 Sat. Pembesian Wiremesh M6 Wiremesh M6 (210 x 495 cm ) Kawat beton Pekerja Tukang Besi Kepala Tukang Besi Mandor m2 lbr kg OH OH OH OH 1.000 0.0900 0.0300 0.1500 0.0300 0.0150 0.0300 Bekisting Untuk Pile Cap Batako Ukuran 9 x 19 x 39 cm Pasir Pasang Semen PC Pekerja Tukang Batu Kepala Tukang Batu Mandor/Pengawas m2 bh m3 Kg HO HO HO HO 1.000 14.000 0.027 7.500 0.320 0.100 0.010 0.005 Bekisting Untuk Sloof, Kolom, Ring Praktis Kayu meranti papan (MC) Kayu meranti usuk Paku biasa 2"- 5" Minyak Begesting m2 m3 m3 kg ltr 1.000 0.022 0.002 0.300 0.100 Pekerja Tukang Kayu Kepala Tukang Kayu Mandor OH OH OH OH Bahan Begesting 2x pakai Upah bgesting 2 x pakai 10 Bekisting Kolom Struktur Kayu meranti usuk Paku biasa 2"- 5" Minyak Begesting Balok Kayu Meranti Multiplek tebal 12 mm Dolken Kayu Gelam 8-10/400 cm Pekerja Tukang Kayu Kepala Tukang Kayu Mandor m2 m3 kg ltr m3 lbr btg OH OH OH OH Bahan Begesting 2x pakai Upah bgesting 2 x pakai 11 Koef. Bekisting Balok Struktur Kayu meranti usuk Paku biasa 2"- 5" Minyak Begesting Balok Kayu Meranti Multiplek tebal 12 mm Dolken Kayu Gelam 8-10/400 cm Pekerja Tukang Kayu Kepala Tukang Kayu Mandor m3 m3 kg ltr m3 lbr btg OH OH OH OH Bahan Begesting 2x pakai Upah bgesting 2 x pakai Harga Satuan (Rp) Jumlah (Rp) 428,000.00 17,600.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah 38,520.00 528.00 12,825.00 3,279.00 1,998.00 5,940.00 63,090.00 2,300.00 169,100.00 1,200.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah 32,200.00 4,565.70 9,000.00 27,360.00 10,930.00 1,332.00 990.00 86,377.70 1,890,000.00 3,498,000.00 15,900.00 7,100.00 Jumlah bahan 0.520 85,500.00 0.260 109,300.00 0.026 133,200.00 0.026 198,000.00 Jumlah upah 0.500 54,056.00 1.000 81,489.20 Jumlah begesting 2 x pakai 1.000 0.010 3,498,000.00 0.400 15,900.00 0.200 7,100.00 0.015 4,161,000.00 0.350 175,400.00 2.000 15,000.00 Jumlah bahan 0.660 85,500.00 0.330 109,300.00 0.033 133,200.00 0.033 198,000.00 Jumlah upah 0.500 196,565.00 1.000 103,428.60 Jumlah begesting 2 x pakai 1.000 0.020 3,498,000.00 0.400 15,900.00 0.200 7,100.00 0.018 4,161,000.00 0.350 175,400.00 2.000 15,000.00 Jumlah bahan 0.660 85,500.00 0.330 109,300.00 0.033 133,200.00 0.033 198,000.00 Jumlah upah 0.500 244,028.00 1.000 103,428.60 Jumlah begesting 2 x pakai 41,580.00 6,996.00 4,770.00 710.00 54,056.00 44,460.00 28,418.00 3,463.20 5,148.00 81,489.20 27,028.00 81,489.20 108,517.20 34,980.00 6,360.00 1,420.00 62,415.00 61,390.00 30,000.00 196,565.00 56,430.00 36,069.00 4,395.60 6,534.00 103,428.60 98,282.50 103,428.60 201,711.10 69,960.00 6,360.00 1,420.00 74,898.00 61,390.00 30,000.00 244,028.00 56,430.00 36,069.00 4,395.60 6,534.00 103,428.60 122,014.00 103,428.60 225,442.60 5/20 Uraian Pekerjaan No. 12 Bekisting Plat Lantai Kayu meranti usuk Paku biasa 2"- 5" Minyak Begesting Balok Kayu Meranti Multiplek tebal 12 mm Dolken Kayu Gelam 8-10/400 cm Pekerja Tukang Kayu Kepala Tukang Kayu Mandor Sat. m3 m3 kg ltr m3 lbr btg OH OH OH OH Bahan Begesting 2x pakai Upah bgesting 2 x pakai 13 m3 m3 kg ltr m3 lbr Bekisting Tangga Kayu meranti usuk Paku Usuk Minyak Begesting Balok Kayu Kamper 3/5 Multiplek tebal 9 mm Pekerja Tukang Kayu Kepala Tukang Kayu Mandor OH OH OH OH Bahan Begesting 2x pakai Upah bgesting 2 x pakai 14 15 16 17 18 19 20 21 Beton Poer PC-2 Beton K300 Begesting Besi beton polos U24 Besi beton ulir U39 m3 m3 m2 kg kg Beton Poer PC-3 Beton K300 Begesting Besi beton ulir U39 m3 m3 m2 kg Beton Poer PC-4 Beton K300 Begesting Besi beton ulir U39 m3 m3 m2 kg Beton Poer PC-5 Beton K300 Begesting Besi beton ulir U39 m3 m3 m2 kg Pondasi strous dia 30 cm Beton K300 Besi beton polos U24 m3 m3 kg Beton Sloof S-1 40/70 Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39 m3 m3 m2 kg kg Beton Sloof S-2 30/60 Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39 m3 m3 m2 kg kg Beton Sloof S-3 30/50 Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39 m3 m3 m2 kg kg Koef. 1.000 0.0238 0.4000 0.2000 0.0150 0.3500 6.0000 Harga Satuan (Rp) 3,498,000.00 15,900.00 7,100.00 4,161,000.00 175,400.00 15,000.00 Jumlah bahan 0.660 85,500.00 0.330 109,300.00 0.033 133,200.00 0.033 198,000.00 Jumlah upah 0.500 304,837.40 1.000 103,428.60 Jumlah begesting 2 x pakai 1.000 0.030 3,498,000.00 0.400 16,700.00 0.150 7,100.00 0.015 4,161,000.00 0.350 119,800.00 Jumlah bahan 0.660 85,500.00 0.330 109,300.00 0.033 133,200.00 0.033 198,000.00 Jumlah upah 0.500 217,030.00 1.000 103,428.60 Jumlah begesting 2 x pakai 1.000 1.000 1,021,595.92 3.790 86,377.70 57.750 12,930.04 96.871 13,245.04 Jumlah 1.000 1.000 1,021,595.92 2.710 86,377.70 159.384 13,245.04 Jumlah 1.000 1.000 1,021,595.92 2.580 86,377.70 224.991 13,245.04 Jumlah 1.000 1.000 1,021,595.92 2.160 86,377.70 175.225 13,245.04 Jumlah 1.000 1.000 1,021,595.92 89.000 12,930.04 Jumlah 1.000 1.000 1,021,595.92 5.000 108,517.20 49.193 12,930.04 89.143 13,245.04 Jumlah 1.000 1.000 1,021,595.92 6.660 108,517.20 64.494 12,930.04 86.667 13,245.04 Jumlah 1.000 1.000 1,021,595.92 6.660 108,517.20 59.232 12,930.04 55.467 13,245.04 Jumlah Jumlah (Rp) 83,252.40 6,360.00 1,420.00 62,415.00 61,390.00 90,000.00 304,837.40 56,430.00 36,069.00 4,395.60 6,534.00 103,428.60 152,418.70 103,428.60 255,847.30 104,940.00 6,680.00 1,065.00 62,415.00 41,930.00 217,030.00 56,430.00 36,069.00 4,395.60 6,534.00 103,428.60 108,515.00 103,428.60 211,943.60 1,021,595.92 327,371.48 746,709.81 1,283,059.84 3,378,737.06 1,021,595.92 234,083.57 2,111,053.91 3,366,733.40 1,021,595.92 222,854.47 2,980,009.96 4,224,460.34 1,021,595.92 186,575.83 2,320,866.04 3,529,037.79 1,021,595.92 1,150,773.56 2,172,369.48 1,021,595.92 542,586.00 636,061.92 1,180,700.71 3,380,944.54 1,021,595.92 722,724.55 833,907.13 1,147,903.47 3,726,131.07 1,021,595.92 722,724.55 765,872.13 734,658.22 3,244,850.82 6/20 Uraian Pekerjaan No. 22 23 24 25 26 27 28 29 Sat. Koef. Beton Sloof S-4 15/20 Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39 m3 m3 m2 kg kg 1.000 1.000 13.330 252.947 0.000 Beton Kolom K-1 30/40 Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39 m3 m3 m2 kg kg 1.000 1.000 11.660 49.090 156.000 Beton Kolom K-2 40/40 Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39 m3 m3 m2 kg kg 1.000 1.000 10.000 42.325 156.000 Beton Kolom K-3 30/30 Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39 m3 m3 m2 kg kg 1.000 1.000 13.330 36.036 138.667 Beton Kolom praktis 15/15 Beton K225 Begesting 2x pakai Besi beton polos U24 m3 m3 m2 kg 1.000 1.000 13.330 191.483 Beton Balok Latai dan ring balk 15/15 Beton K225 Begesting 2x pakai Besi beton polos U24 m3 m3 m2 kg 1.000 1.000 13.330 162.620 Beton Plat anak tangga dan bordes tangga 1 (Utama) Beton K300 Begesting 2x pakai Besi beton polos U24 m3 m3 m2 kg 1.000 1.000 8.330 191.047 Beton balok bordes 20/40 Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39 m3 m3 m2 kg kg 1.000 1.000 12.500 40.480 117.000 Harga Satuan (Rp) Jumlah (Rp) 1,021,595.92 108,517.20 12,930.04 13,245.04 Jumlah 1,021,595.92 1,446,534.28 3,270,610.52 5,738,740.71 1,021,595.92 201,711.10 12,930.04 13,245.04 Jumlah 1,021,595.92 2,351,951.43 634,738.54 2,066,226.24 6,074,512.12 1,021,595.92 201,711.10 12,930.04 13,245.04 Jumlah 1,021,595.92 2,017,111.00 547,268.25 2,066,226.24 5,652,201.41 1,021,595.92 201,711.10 12,930.04 13,245.04 Jumlah 1,021,595.92 2,688,808.96 465,941.17 1,836,645.55 6,012,991.60 967,728.04 108,517.20 12,930.04 Jumlah 967,728.04 1,446,534.28 2,475,884.29 4,890,146.60 967,728.04 108,517.20 12,930.04 Jumlah 967,728.04 1,446,534.28 2,102,683.10 4,516,945.42 1,021,595.92 211,943.60 12,930.04 Jumlah 1,021,595.92 1,765,490.19 2,470,250.52 5,257,336.63 1,021,595.92 225,442.60 12,930.04 13,245.04 Jumlah 1,021,595.92 2,818,032.50 523,408.02 1,549,669.68 5,912,706.12 7/20 Uraian Pekerjaan No. 30 31 32 33 34 35 36 37 38 39 Sat. Koef. Beton balok B-1 (35/70) Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39 m3 m3 m2 kg kg 1.000 1.000 6.160 60.771 117.796 Beton balok B-2A (30/60) Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39 m3 m3 m2 kg kg 1.000 1.000 7.000 66.560 128.267 Beton balok B-2B (30/60) Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39 m3 m3 m2 kg kg 1.000 1.000 7.000 66.560 96.200 Beton balok B-3 (30/50) Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39 m3 m3 m2 kg kg 1.000 1.000 7.060 44.462 97.760 Beton balok B-4 (25/40) Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39 m3 m3 m2 kg kg 1.000 1.000 8.100 56.253 115.440 Beton balok RB-1 (20/40) Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39 m3 m3 m2 kg kg 1.000 1.000 9.500 65.980 78.000 Beton balok RB-2 (20/30) Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39 m3 m3 m2 kg kg 1.000 1.000 9.330 55.956 104.000 Beton balok RB-3 (30/50) Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39 m3 m3 m2 kg kg 1.000 1.000 8.660 52.729 55.467 Beton balok RB-4 (30/60) Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39 m3 m3 m2 kg kg 1.000 1.000 8.330 47.831 60.667 Beton plat lantai t= 15 cm Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39 m3 m3 m2 kg kg 1.000 1.000 6.667 172.000 0.000 Harga Satuan (Rp) Jumlah (Rp) 1,021,595.92 225,442.60 12,930.04 13,245.04 Jumlah 1,021,595.92 1,388,726.42 785,776.47 1,560,211.65 4,756,310.46 1,021,595.92 225,442.60 12,930.04 13,245.04 Jumlah 1,021,595.92 1,578,098.20 860,629.21 1,698,897.13 5,159,220.46 1,021,595.92 225,442.60 12,930.04 13,245.04 Jumlah 1,021,595.92 1,578,098.20 860,629.21 1,274,172.85 4,734,496.18 1,021,595.92 225,442.60 12,930.04 13,245.04 Jumlah 1,021,595.92 1,591,624.76 574,898.31 1,294,835.11 4,482,954.10 1,021,595.92 225,442.60 12,930.04 13,245.04 Jumlah 1,021,595.92 1,826,085.06 727,357.85 1,529,007.42 5,104,046.25 1,021,595.92 225,442.60 12,930.04 13,245.04 Jumlah 1,021,595.92 2,141,704.70 853,124.04 1,033,113.12 5,049,537.78 1,021,595.92 225,442.60 12,930.04 13,245.04 Jumlah 1,021,595.92 2,103,379.46 723,507.57 1,377,484.16 5,225,967.11 1,021,595.92 225,442.60 12,930.04 13,245.04 Jumlah 1,021,595.92 1,952,332.92 681,786.64 734,658.22 4,390,373.70 1,021,595.92 225,442.60 12,930.04 13,245.04 Jumlah 1,021,595.92 1,877,936.86 618,458.18 803,532.43 4,321,523.38 1,021,595.92 255,847.30 12,930.04 13,245.04 Jumlah 1,021,595.92 1,705,648.67 2,223,966.88 4,951,211.47 8/20 Uraian Pekerjaan No. 39 40 41 42 43 44 45 Koef. Beton plat lantai t= 12 cm Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39 m3 m3 m2 kg kg 1.000 1.000 8.333 152.000 0.000 Beton plat lantai t= 10 cm Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39 m3 m3 m2 kg kg 1.000 1.000 10.000 132.000 0.000 Beton lisplank t= 8 cm Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39 m3 m3 m2 kg kg 1.000 1.000 12.500 156.000 0.000 Beton plat lantai dasar t= 8 cm Beton K225 Begesting Wire mesh M6 m3 m3 m2 m2 1.000 1.000 0.100 12.500 Beton plat dasar tandon t= 25 cm Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39 m3 m3 m2 kg kg 1.000 1.000 3.000 0.000 101.000 Beton plat dinding tandon t= 15 cm Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39 m3 m3 m2 kg kg 1.000 1.000 13.333 0.000 121.000 Beton plat tutup tandon t= 15 cm Beton K300 Begesting 2x pakai Besi beton polos U24 Besi beton ulir U39 m3 m3 m2 kg kg 1.000 1.000 6.667 0.000 121.000 VIII. PEKERJAAN RANGKA ATAP DAN PENUTUP ATAP 1 Pemasangan Usuk Galvalum 7,5x3,5 cm t= 0,75 mm 2 Sat. Harga Satuan (Rp) Jumlah (Rp) 1,021,595.92 255,847.30 12,930.04 13,245.04 Jumlah 1,021,595.92 2,132,060.83 1,965,366.08 5,119,022.83 1,021,595.92 255,847.30 12,930.04 13,245.04 Jumlah 1,021,595.92 2,558,473.00 1,706,765.28 5,286,834.20 1,021,595.92 255,847.30 12,930.04 13,245.04 Jumlah 1,021,595.92 3,198,091.25 2,017,086.24 6,236,773.41 967,728.04 86,377.70 63,090.00 Jumlah 967,728.04 8,637.77 788,625.00 1,764,990.81 967,728.04 108,517.20 12,930.04 13,245.04 Jumlah 967,728.04 325,551.60 1,337,749.04 2,631,028.68 967,728.04 255,847.30 12,930.04 13,245.04 Jumlah 967,728.04 3,411,297.33 1,602,649.84 5,981,675.21 967,728.04 255,847.30 12,930.04 13,245.04 Jumlah 967,728.04 1,705,648.67 1,602,649.84 4,276,026.55 m2 1.000 Usuk Galvalum m1 3.000 19,600.00 58,800.00 Paku sekrup Mandor Kepala Tukang Tukang Pekerja bh OH OH OH OH 6.000 0.005 0.001 0.100 0.100 600.00 198,000.00 134,400.00 105,500.00 85,500.00 Jumlah 3,600.00 990.00 134.40 10,550.00 8,550.00 82,624.40 m2 m1 bh OH OH OH OH 1.000 4.000 10.000 0.005 0.001 0.100 0.100 8,400.00 600.00 198,000.00 134,400.00 105,500.00 85,500.00 Jumlah 33,600.00 6,000.00 990.00 134.40 10,550.00 8,550.00 59,824.40 Pemasangan Reng Galvalum 3x4 cm t= 0,5 mm Reng galvalum 3x4 cm t= 0,5 mm Paku sekrup Mandor Kepala Tukang Tukang Pekerja 9/20 No. 3 4 5 6 Uraian Pekerjaan 2 3 Koef. Lisplank Rangka Hollow 4x4 cm, t : 0,75 mm (Kalsiplank 20 cm t= 12 mm Hollow galvalum 4x4 cm t= 0,75 mm Kalsiplank lebar 20 cm, t= 12 mm Paku sekrup Mandor Kepala Tukang Tukang Pekerja m1 1.000 m1 m1 bh OH OH OH OH 2.600 1.100 6.000 0.005 0.020 0.200 0.100 Pemasangan Genteng Exel Monier Genteng Monier Xl Pekerja Tukang Kepala Tukang Mandor m2 bh OH OH OH OH 1.000 10.000 0.150 0.075 0.008 0.008 Pemasangan Wuwung Genteng Monier Xl Semen PC 40 kg Pasir Pasang Genteng Wuwung Monier Xl Pekerja Tukang Kepala Tukang Mandor m zak m3 lbr OH OH OH OH 1.000 0.160 0.032 5.000 0.400 0.200 0.020 0.002 Pemasangan Talang Pembuluh Pipa PVC 3 " Tipe AW m 1.000 ljr OH OH 0.300 0.081 0.135 PEKERJAAN PELAPIS LANTAI DAN DINDING Pemasangan Tegel Keramik Dinding 20x25cm Semen PC 40 kg Semen Berwarna Yiyitan Pasir Pasang Tegel Keramik Dinding 20x25 cm Pekerja Tukang Batu Kepala Tukang Batu Mandor m2 zak kg m3 m2 OH OH OH OH 1.000 0.233 1.940 0.018 1.060 0.900 0.450 0.045 0.045 Pemasangan Keramik Lantai 20x20 cm Semen PC 40 kg Semen Berwarna Yiyitan Pasir Pasang Tegel Keramik 20x20 cm Pekerja Tukang Batu Kepala Tukang Batu Mandor m2 zak kg m3 m2 OH OH OH OH 1.000 0.233 1.500 0.045 1.068 0.700 0.350 0.035 0.035 Pemasangan Lantai Keramik 40x40cm Polished Keramik 40x40 cm Polished Semen Pasir Pasang Semen Warna Pekerja Tukang Batu Kepala Tukang Batu Mandor m2 m2 kg m2 kg OH OH OH OH 1.000 1.050 11.380 0.045 1.620 0.700 0.350 0.035 0.035 Pipa PVC 3" Tipe AW Pekerja Tukang IX 1 Sat. Harga Satuan (Rp) Jumlah (Rp) 17,900.00 21,400.00 600.000 198,000.00 134,400.00 105,500.00 85,500.00 Jumlah 46,540.00 23,540.00 6,000.00 990.00 2,688.00 21,100.00 8,550.00 109,408.00 8,900.00 85,500.00 105,500.00 134,400.00 198,000.00 Jumlah 89,000.00 12,825.00 7,912.50 1,075.20 1,584.00 112,396.70 56,700.00 169,100.00 10,300.00 85,500.00 105,500.00 134,400.00 198,000.00 Jumlah 9,072.00 5,461.93 51,500.00 34,200.00 21,100.00 2,688.00 396.00 124,417.93 56,200.00 85,500.00 105,500.00 Jumlah 16,860.00 6,925.50 14,242.50 38,028.00 56,700.00 11,000.00 169,100.00 73,100.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah 13,211.10 21,340.00 3,043.80 77,486.00 76,950.00 49,185.00 5,994.00 8,910.00 256,119.90 56,700.00 11,000.00 169,100.00 74,600.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah 13,211.10 16,500.00 7,609.50 79,695.18 59,850.00 38,255.00 4,662.00 6,930.00 226,712.78 76,400.00 1,200.00 169,100.00 11,000.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah 80,220.00 13,656.00 7,609.50 17,820.00 59,850.00 38,255.00 4,662.00 6,930.00 229,002.50 10/20 No. 4 5 6 X 1 2 3 Uraian Pekerjaan Sat. Koef. Pemasangan Lantai Keramik 40x40cm Unpolished Keramik 40x40 cm Unpolished Semen Pasir Pasang Semen Warna Pekerja Tukang Batu Kepala Tukang Batu Mandor m2 m2 kg m2 kg OH OH OH OH 1.000 1.050 11.380 0.045 1.620 0.700 0.350 0.035 0.035 Pasang Lantai Homogenous Tile 60x60 Homogenous Tile 60x60 Semen Pasir Pasang Semen Warna Pekerja Tukang Batu Kepala Tukang Batu Mandor m2 m2 kg m3 kg OH OH OH OH 1.000 1.050 10.000 0.045 1.500 0.260 0.130 0.013 0.013 Pemasangan Step Noshing Tangga Step Noshing 8x30 cm Semen Pasir Pasang Semen Warna Pekerja Tukang Batu Kepala Tukang Batu Mandor m1 bh kg m2 kg OH OH OH OH 1.000 3.500 11.400 0.003 0.025 0.090 0.090 0.009 0.005 PEKERJAAN KUSEN PINTU DAN JENDELA Pemasangan Kusen Aluminium 4 " Kusen Aluminium 4 " X 1 3/4" Skrup/ripet Sealent Pekerja Tukang besi Kepala Tukang besi Mandor m m' buah tube OH OH OH OH 1.000 1.050 1.000 4.000 0.150 0.250 0.022 0.025 Pemasangan Kusen Aluminium 3 " Kusen Aluminium 3 " X 1 3/4" Skrup/ripet Sealent Pekerja Tukang besi Kepala Tukang besi Mandor m m' buah tube OH OH OH OH 1.000 1.050 1.000 4.000 0.150 0.250 0.022 0.025 m m m bh OH OH OH OH 1.000 1.050 1.000 4.000 0.150 0.250 0.022 0.025 Frame Daun Pintu Aluminium 4,5x6,5 cm (ambang atas) Frame Daun Pintu Aluminium 4,5x6,5 Karet Kusen Aluminium Skrup/ Rivet Pekerja Tukang Kepala Tukang Mandor Harga Satuan (Rp) Jumlah (Rp) 70,400.00 1,200.00 169,100.00 11,000.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah 73,920.00 13,656.00 7,609.50 17,820.00 59,850.00 38,255.00 4,662.00 6,930.00 222,702.50 184,000.00 1,200.00 169,100.00 11,000.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah 193,200.00 12,000.00 7,609.50 16,500.00 22,230.00 14,209.00 1,731.60 2,574.00 270,054.10 11,200.00 1,200.00 169,100.00 11,000.00 85,500.00 109,300.00 133,200.00 198,000.00 Jumlah 39,200.00 13,680.00 507.30 275.00 7,695.00 9,837.00 1,198.80 990.00 73,383.10 93,500.00 500.00 2,500.00 85,500.00 105,500.00 134,400.00 198,000.00 Jumlah 98,175.00 500.00 10,000.00 12,825.00 26,375.00 2,956.80 4,950.00 155,781.80 84,000.00 500.00 2,500.00 85,500.00 105,500.00 134,400.00 198,000.00 Jumlah 88,200.00 500.00 10,000.00 12,825.00 26,375.00 2,956.80 4,950.00 145,806.80 95,800.00 2,400.00 500.00 85,500.00 105,500.00 134,400.00 198,000.00 Jumlah 100,590.00 2,400.00 2,000.00 12,825.00 26,375.00 2,956.80 4,950.00 152,096.80 11/20 Uraian Pekerjaan No. 4 5 6 7 8 9 10 11 Sat. Koef. Frame Daun Pintu Aluminium 4,5x11 cm (ambang bwh) Frame Daun Pintu Aluminium 4,5x11 cm (amb bwh) Karet Kusen Aluminium Skrup/ Rivet Pekerja Tukang Kepala Tukang Mandor m m m bh OH OH OH OH 1.000 1.050 1.000 4.000 0.150 0.250 0.022 0.025 Frame Daun Jendela Aluminium Frame Daun Jendela Aluminium Karet Kusen Aluminium Skrup/ Rivet Pekerja Tukang Kepala Tukang Mandor m m m bh OH OH OH OH 1.000 1.050 1.000 4.000 0.150 0.250 0.022 0.025 Ventilasi aluminium uk. 1"x3 " Vebtilasi aluminium 1 "x 3 " Skrup/ Rivet Pekerja Tukang Kepala Tukang Mandor m m bh OH OH OH OH 1.000 1.050 4.000 0.150 0.150 0.010 0.020 Pasang Kaca polos t= 5 mm Kaca polos t= 5 mm Pekerja Tukang Kepala Tukang Mandor m2 m2 OH OH OH OH 1.000 1.050 0.015 0.150 0.015 0.008 Pasang Kaca t= 6 mm Kaca polos t= 6 mm Pekerja Tukang Kepala Tukang Mandor m2 m2 OH OH OH OH 1.000 1.050 0.015 0.150 0.015 0.008 Pasang Kaca Polos Tebal 8 mm Kaca Tebal Polos 8mm Pekerja Tukang Kepala Tukang Mandor m2 m2 OH OH OH OH 1.000 1.050 0.015 0.150 0.015 0.008 Pasang Kaca Stopsol Tebal 8 mm Kaca Stopsol Tebal 8 mm Pekerja Tukang Kepala Tukang Mandor m2 m2 OH OH OH OH 1.000 1.050 0.020 0.200 0.020 0.010 Pasang Kaca Tempered Stopsol Tebal 12 mm Kaca Tempered Stopsol Tebal 12mm Pekerja Tukang Kepala Tukang Mandor m2 m2 OH OH OH OH 1.000 1.050 0.025 0.250 0.025 0.013 Harga Satuan (Rp) Jumlah (Rp) 92,300.00 2,400.00 500.00 85,500.00 105,500.00 134,400.00 198,000.00 Jumlah 96,915.00 2,400.00 2,000.00 12,825.00 26,375.00 2,956.80 4,950.00 148,421.80 89,700.00 2,400.00 500.00 85,500.00 105,500.00 134,400.00 198,000.00 Jumlah 94,185.00 2,400.00 2,000.00 12,825.00 26,375.00 2,956.80 4,950.00 145,691.80 24,000.00 500.00 85,500.00 105,500.00 134,400.00 198,000.00 Jumlah 25,200.00 2,000.00 12,825.00 15,825.00 1,344.00 3,960.00 61,154.00 85,600.00 85,500.00 105,500.00 134,400.00 198,000.00 Jumlah 89,880.00 1,282.50 15,825.00 2,016.00 1,485.00 110,488.50 124,400.00 85,500.00 105,500.00 134,400.00 198,000.00 Jumlah 130,620.00 1,282.50 15,825.00 2,016.00 1,485.00 151,228.50 185,500.00 85,500.00 105,500.00 134,400.00 198,000.00 Jumlah 194,775.00 1,282.50 15,825.00 2,016.00 1,485.00 215,383.50 593,600.00 85,500.00 105,500.00 134,400.00 198,000.00 Jumlah 623,280.00 1,710.00 21,100.00 2,688.00 1,980.00 650,758.00 1,312,500.00 85,500.00 105,500.00 134,400.00 198,000.00 Jumlah 1,378,125.00 2,137.50 26,375.00 3,360.00 2,475.00 1,412,472.50 12/20 No. 12 13 14 15 16 Uraian Pekerjaan Sat. Koef. Pasang Multiplek t= 12 mm Multiplek t= 12 mm (122X244 cm Pekerja Tukang Kepala Tukang Mandor m2 lbr OH OH OH OH 1.000 0.350 0.0250 0.0750 0.0075 0.0013 Pasang aluminium Composit Panel Aluminium Composit Panel Baut sekrup/ripet Pekerja Tukang besi Kepala Tukang besi' Mandor m2 m1 bh OH OH OH OH 1.000 1.0500 20.0000 0.040 0.400 0.040 0.0200 Pasang aluminium Composit Panel ACP Pergoreted 3 cm Aluminium Composit Panel ACP Perforeted 3 cm Baut sekrup/ripet Pekerja Tukang besi Kepala Tukang besi' Mandor m2 m1 bh OH OH OH OH 1.000 1.0500 20.0000 0.040 0.400 0.040 0.0200 Pintu aluminium Type P1 Kusen aluminium silver 4 " Frame daun pintu 4,5x6,5 cm Frame daun pintu 4,5x11 cm Multiplek t= 12 mm HPL Frame Vision aluminium uk 20x70 cm Kaca 5 mm vision Kaca polos 6 mm Full Handle Engsel steinlish Door Closer Lock case Cylinder Door Stoper Flush Bolt 12 " Flush Bolt 6 " unit m1 m1 m1 m2 m2 m1 m2 m2 set stel set set set bh bh 1.000 9.560 9.840 1.440 2.310 6.390 3.600 0.310 1.060 2.000 3.000 2.000 1.000 2.000 1.000 1.000 Pintu Type PU (Pintu Utama) Kaca Tempered Stopsol t= 12 mm Kaca Stopsol t= 8 mm Full Handle Steinlissteel t= 60 cm Bottom Patch Fiting Bottom Lock Fitting Floor Hinge Fixed Top Pin Top Patch Fitting Dinding Lapis panel aluminium Rangka Hollow 40x40x1,2 mm Cor beton 20x20 cm (balok gantung) unit m2 m2 stel set set set set set m2 m1 m3 1.000 7.840 5.840 4.000 4.000 4.000 4.000 4.000 4.000 8.900 56.600 0.280 Harga Satuan (Rp) Jumlah (Rp) 175,400.00 85,500.00 105,500.00 134,400.00 198,000.00 Jumlah 61,390.00 2,137.50 7,912.50 1,008.00 257.40 72,705.40 179,200.00 1,100.00 85,500.00 105,500.00 134,400.00 198,000.00 Jumlah 188,160.00 22,000.00 3,420.00 42,200.00 5,376.00 3,960.00 265,116.00 253,000.00 1,100.00 85,500.00 105,500.00 134,400.00 198,000.00 Jumlah 265,650.00 22,000.00 3,420.00 42,200.00 5,376.00 3,960.00 342,606.00 155,781.80 152,096.80 148,421.80 72,705.40 69,800.00 43,600.00 110,488.50 151,228.50 318,000.00 32,400.00 333,000.00 178,200.00 32,400.00 64,200.00 43,600.00 Jumlah 1,489,274.01 1,496,632.51 213,727.39 167,949.47 446,022.00 156,960.00 34,251.44 160,302.21 636,000.00 97,200.00 666,000.00 178,200.00 64,800.00 64,200.00 43,600.00 5,915,119.03 1,412,472.50 650,758.00 357,000.00 169,500.00 201,300.00 1,356,000.00 115,500.00 242,000.00 265,116.00 37,429.59 5,225,967.11 Jumlah 11,073,784.40 3,800,426.72 1,428,000.00 678,000.00 805,200.00 5,424,000.00 462,000.00 968,000.00 2,359,532.40 2,118,514.79 1,463,270.79 30,580,729.10 13/20 No. 17 18 19 20 Uraian Pekerjaan Sat. Koef. Pintu aluminium Type P2 Kusen aluminium silver 4 " Frame daun pintu 4,5x6,5 cm Frame daun pintu 4,5x11 cm Kaca polos 8 mm Jalusi 1"x3 " Full Handle 5540 cm Engsel steinlish Door Closer Lock case Flush Bolt 12 " Flush Bolt 6 " unit m1 m1 m1 m2 m1 set stel set set bh bh 1.000 10.120 10.120 1.720 2.800 5.160 2.000 3.000 2.000 1.000 1.000 1.000 Pintu aluminium Type P3 Kusen aluminium silver 4 " Frame daun pintu 4,5x6,5 cm Frame daun pintu 4,5x11 cm Multiplek t= 12 mm HPL Frame Vision aluminium uk 20x70 cm Kaca 5 mm vision Jalusi aluminium 1"X3 " Full Handle Engsel steinlish Door Closer Lock case Cylinder Door Stoper Flush Bolt 12 " Flush Bolt 6 " unit m1 m1 m1 m2 m2 m1 m2 m1 set stel set set set bh bh 1.000 9.560 9.840 1.440 2.310 6.390 3.600 0.310 4.200 2.000 3.000 2.000 1.000 2.000 1.000 1.000 Pintu aluminium Type P4 Kusen aluminium silver 4 " Frame daun pintu 4,5x6,5 cm Frame daun pintu 4,5x11 cm Multiplek t= 12 mm HPL Lever Handle Engsel steinlish Lock case unit m1 m1 m1 m2 m2 set stel set 1.000 4.480 10.120 1.720 0.970 1.940 1.000 2.000 1.000 Pintu aluminium Type P5 Kusen aluminium silver 4 " Frame daun pintu 4,5x6,5 cm Frame daun pintu 4,5x11 cm Multiplek t= 12 mm HPL Frame Vision aluminium uk 20x70 cm Kaca 5 mm vision Kaca polos 6 mm Lever Handle Engsel steinlish Lock case Cylinder unit m1 m1 m1 m2 m2 m1 m2 m2 set stel set 1.000 7.660 5.050 0.850 1.380 2.760 1.800 0.150 0.610 1.000 2.000 1.000 Harga Satuan (Rp) Jumlah (Rp) 155,781.80 152,096.80 148,421.80 215,383.50 61,154.00 289,300.00 32,400.00 333,000.00 178,200.00 64,200.00 43,600.00 Jumlah 1,576,511.82 1,539,219.62 255,285.50 603,073.80 315,554.64 578,600.00 97,200.00 666,000.00 178,200.00 64,200.00 43,600.00 5,917,445.37 155,781.80 152,096.80 148,421.80 72,705.40 69,800.00 43,600.00 110,488.50 61,154.00 318,000.00 32,400.00 333,000.00 178,200.00 32,400.00 64,200.00 43,600.00 Jumlah 1,489,274.01 1,496,632.51 213,727.39 167,949.47 446,022.00 156,960.00 34,251.44 256,846.80 636,000.00 97,200.00 666,000.00 178,200.00 64,800.00 64,200.00 43,600.00 6,011,663.62 155,781.80 152,096.80 148,421.80 72,705.40 69,800.00 161,000.00 32,400.00 178,200.00 Jumlah 697,902.46 1,539,219.62 255,285.50 70,524.24 135,412.00 161,000.00 64,800.00 178,200.00 3,102,343.81 155,781.80 152,096.80 148,421.80 72,705.40 69,800.00 43,600.00 110,488.50 151,228.50 161,000.00 32,400.00 178,200.00 Jumlah 1,193,288.59 768,088.84 126,158.53 100,333.45 192,648.00 78,480.00 16,573.28 92,249.39 161,000.00 64,800.00 178,200.00 2,971,820.07 14/20 No. 21 22 23 24 25 26 Uraian Pekerjaan Sat. Koef. Pintu aluminium Type P6 Kusen aluminium silver 4 " Frame daun pintu 4,5x6,5 cm Frame daun pintu 4,5x11 cm Multiplek t= 12 mm HPL Frame Vision aluminium uk 20x70 cm Kaca 5 mm vision Jalusi aluminium 1"x3 " Lever Handle Engsel steinlish Lock case Cylinder unit m1 m1 m1 m2 m2 m1 m2 m1 set stel set 1.000 7.660 5.050 0.850 1.380 2.760 1.800 0.150 5.100 1.000 2.000 1.000 Pintu aluminium Type P7 Kusen aluminium silver 4 " Frame daun pintu 4,5x6,5 cm Frame daun pintu 4,5x11 cm Multiplek t= 12 mm HPL Lever Handle Engsel steinlish Lock case unit m1 m1 m1 m2 m2 set stel set 1.000 5.010 4.930 1.460 0.990 1.990 1.000 2.000 1.000 Pintu aluminium Type P8 Kusen aluminium silver 4 " Frame daun pintu 4,5x6,5 cm Multiplek t= 12 mm HPL Handle HDL DKS Engsel steinlish Lock case Window unit m1 m1 m2 m2 set stel set 1.000 4.260 6.280 0.700 1.400 1.000 2.000 1.000 Pintu aluminium Type P9 Kusen aluminium silver 4 " Frame daun pintu 4,5x6,5 cm Multiplek t= 12 mm HPL Handle HDL DKS Engsel steinlish Lock case Window unit m1 m1 m2 m2 set stel set 1.000 3.500 3.340 0.300 0.600 1.000 1.000 1.000 Jendela aluminium Type J1 Kusen aluminium silver 4 " Grame daun jendela kaca Kaca polos t= 5 mm Sealent Cathment 12 " Handle Lock CH 400 Dekson unit m1 m1 m2 m1 set set 1.000 16.150 5.960 3.810 24.600 2.000 2.000 Jendela aluminium Type J2 Kusen aluminium silver 4 " Grame daun jendela kaca Kaca polos t= 5 mm Sealent Cathment 12 " Handle Lock CH 400 Dekson unit m1 m1 m2 m1 set set 1.000 16.600 6.120 3.920 22.100 2.000 2.000 Harga Satuan (Rp) Jumlah (Rp) 155,781.80 152,096.80 148,421.80 72,705.40 69,800.00 43,600.00 110,488.50 61,154.00 161,000.00 32,400.00 178,200.00 Jumlah 1,193,288.59 768,088.84 126,158.53 100,333.45 192,648.00 78,480.00 16,573.28 311,885.40 161,000.00 64,800.00 178,200.00 3,191,456.09 155,781.80 152,096.80 148,421.80 72,705.40 69,800.00 161,000.00 32,400.00 178,200.00 Jumlah 780,466.82 749,837.22 216,695.83 71,978.35 138,902.00 161,000.00 64,800.00 178,200.00 2,361,880.22 155,781.80 152,096.80 72,705.40 69,800.00 135,000.00 32,400.00 156,800.00 Jumlah 663,630.47 955,167.90 50,893.78 97,720.00 135,000.00 64,800.00 156,800.00 2,124,012.15 155,781.80 152,096.80 72,705.40 69,800.00 135,000.00 32,400.00 156,800.00 Jumlah 545,236.30 508,003.31 21,811.62 41,880.00 135,000.00 32,400.00 156,800.00 1,441,131.23 155,781.80 145,691.80 110,488.50 2,500.00 74,800.00 67,800.00 Jumlah 2,515,876.07 868,323.13 420,961.19 61,500.00 149,600.00 135,600.00 4,151,860.38 155,781.80 145,691.80 110,488.50 2,500.00 74,800.00 67,800.00 Jumlah 2,585,977.88 891,633.82 433,114.92 55,250.00 149,600.00 135,600.00 4,251,176.62 15/20 No. 27 28 29 30 31 32 33 Uraian Pekerjaan Sat. Koef. Jendela aluminium Type J3 Kusen aluminium silver 4 " Frame daun jendela kaca Jalusi aluminium 1"x3 " Kaca polos t= 5 mm Sealent Cathment 12 " Handle Lock CH 400 Dekson unit m1 m1 m1 m2 m1 set set 1.000 16.150 5.960 14.400 1.880 9.400 2.000 2.000 Jendela aluminium Type J4 Kusen aluminium silver 4 " Frame daun jendela kaca Jalusi aluminium 1"x3 " Kaca polos t= 5 mm Sealent Cathment 12 " Handle Lock CH 400 Dekson unit m1 m1 m1 m2 m1 set set 1.000 16.600 6.120 15.120 2.010 11.300 2.000 2.000 Jendela aluminium Type J5 Kusen aluminium silver 4 " Frame daun jendela kaca Jalusi aluminium 1"x3 " Kaca polos t= 5 mm Sealent Cathment 12 " Handle Lock CH 400 Dekson unit m1 m1 m1 m2 m1 set set 1.000 5.560 3.240 3.840 0.430 2.700 1.000 1.000 Jendela aluminium Type J6 Kusen aluminium silver 4 " Frame daun jendela kaca Jalusi aluminium 1"x3 " Kaca polos t= 5 mm Sealent Cathment 12 " Handle Lock CH 400 Dekson unit m1 m1 m1 m2 m1 set set 1.000 31.800 11.580 20.100 6.630 38.100 2.000 3.000 Jendela aluminium Type J7 Kusen aluminium silver 4 " Frame daun jendela kaca Jalusi aluminium 1"x3 " Kaca polos t= 5 mm Sealent Cathment 12 " Handle Lock CH 400 Dekson unit m1 m1 m1 m2 m1 set set 1.000 26.500 7.840 16.800 5.400 26.600 2.000 2.000 Jendela aluminium Type BV Kusen aluminium silver 4 " Frame daun jendela kaca Kaca polos t= 5 mm Sealent Cathment 12 " Handle Lock CH 400 Dekson unit m1 m1 m2 m1 bh set 1.000 2.000 1.520 1.100 1.400 2.000 1.000 Curtain Wall 1 (CW1A) Kusen aluminium silver 4 " Frame daun jendela kaca Kaca polos t= 6 mm Sealent Cathment 12 " Handle Lock CH 400 Dekson unit m1 m1 m2 m1 set set 1.000 14.600 9.760 2.480 17.000 4.000 4.000 Harga Satuan (Rp) Jumlah (Rp) 155,781.80 145,691.80 61,154.00 110,488.50 2,500.00 74,800.00 67,800.00 Jumlah 2,515,876.07 868,323.13 880,617.60 207,718.38 23,500.00 149,600.00 135,600.00 4,781,235.18 155,781.80 145,691.80 61,154.00 110,488.50 2,500.00 74,800.00 67,800.00 Jumlah 2,585,977.88 891,633.82 924,648.48 222,081.89 28,250.00 149,600.00 135,600.00 4,937,792.06 155,781.80 145,691.80 61,154.00 110,488.50 2,500.00 74,800.00 67,800.00 Jumlah 866,146.81 472,041.43 234,831.36 47,510.06 6,750.00 74,800.00 67,800.00 1,769,879.66 155,781.80 145,691.80 61,154.00 110,488.50 2,500.00 74,800.00 67,800.00 Jumlah 4,953,861.24 1,687,111.04 1,229,195.40 732,538.76 95,250.00 149,600.00 203,400.00 9,050,956.44 155,781.80 145,691.80 61,154.00 110,488.50 2,500.00 74,800.00 67,800.00 Jumlah 4,128,217.70 1,142,223.71 1,027,387.20 596,637.90 66,500.00 149,600.00 135,600.00 7,246,166.51 155,781.80 145,691.80 110,488.50 2,500.00 74,800.00 67,800.00 Jumlah 311,563.60 221,451.54 121,537.35 3,500.00 149,600.00 67,800.00 875,452.49 155,781.80 145,691.80 151,228.50 2,500.00 74,800.00 67,800.00 Jumlah 2,274,414.28 1,421,951.97 375,046.68 42,500.00 299,200.00 271,200.00 4,684,312.93 16/20 No. 34 35 36 XI 1 2 3 4 5 6 6 Uraian Pekerjaan Sat. Koef. Curtain Wall 1 (CW1B) Kusen aluminium silver 4 " Kaca polos t= 6 mm Sealent unit m1 m2 m1 1.000 15.600 3.040 20.000 Curtain Wall 1 (CW1C) Kusen aluminium silver 4 " Kaca polos t= 6 mm Sealent unit m1 m2 m1 1.000 29.900 6.880 42.400 Curtain Wall 1 (CW2) Kusen aluminium silver 4 " Frame daun jendela kaca Kaca polos t= 6 mm Sealent Cathment 12 " Handle Lock CH 400 Dekson unit m1 m1 m2 m1 set set 1.000 19.100 9.120 4.400 24.040 2.000 2.000 CM kg ltr ltr jam 10.000 0.400 0.300 0.040 0.170 0.002 0.020 0.002 0.002 PEKERJAAN SUN SCREEN, SECONDARY SKIN, RAILIING PENGELASAN/FEBRIKASI DENGAN LAS LISTRIK Kawat las listrik Solar Minyak Pelumas Sewa Alat Welding Set (Min 5 jam) Mandor Tukang besi Kepala Tukang besi Pekerja OH OH OH OH FEBRIKASI DAN PEMASANGAN PIPA BAJA (ELECTRODA) Kawat las listrik Solar Minyak Pelumas Sewa Alat Welding Set (Min 5 jam) Mandor Tukang besi Kepala Tukang besi Pekerja M1 kg ltr ltr jam FEBRIKASI DAN PEMASANGAN BAJA (ELECTRODA) Pengelasan besi baja Mandor Tukang besi Kepala Tukang besi Pekerja KG cm OH 1.000 0.200 0.001 0.001 0.000 0.001 PEK BESI SIKU TERMASUK PEMASANGAN DAN ELECTRODA Besi siku Pemasangan dan febrikasi besi siku KG kg kg 1.000 1.050 1.000 PEK BESI WF TERMASUK PEMASANGAN DAN ELECTRODA Besi WF 200.100.5,5.7 Pemasangan dan febrikasi besi siku KG kg kg 1.000 1.050 1.000 PEK BESI KANAL C TERMASUK PEMASANGAN DAN ELECTRODAKG Besi Kanal C 150.50.20.3,2 kg Pemasangan dan febrikasi besi siku kg 1.000 1.050 1.000 PEK BESI PLAT TERMASUK PEMASANGAN DAN ELECTRODA Besi Plat Pemasangan dan febrikasi besi siku 1.000 1.050 1.000 OH OH OH OH OH OH OH KG kg kg 1.000 0.006 0.005 0.001 0.210 0.002 0.060 0.006 0.028 Harga Satuan (Rp) Jumlah (Rp) 155,781.80 151,228.50 2,500.00 Jumlah 2,430,196.08 459,734.64 50,000.00 2,939,930.72 155,781.80 151,228.50 2,500.00 Jumlah 4,657,875.82 1,040,452.08 106,000.00 5,804,327.90 155,781.80 145,691.80 151,228.50 2,500.00 74,800.00 67,800.00 Jumlah 2,975,432.38 1,328,709.22 665,405.40 60,100.00 149,600.00 135,600.00 5,314,847.00 38,200.00 7,000.00 30,000.00 50,000.00 198,000.00 105,500.00 134,400.00 85,500.00 Jumlah 15,280.00 2,100.00 1,200.00 8,500.00 396.00 2,110.00 268.80 171.00 30,025.80 38,200.00 7,000.00 30,000.00 50,000.00 198,000.00 105,500.00 134,400.00 85,500.00 Jumlah 229.20 31.50 18.00 10,500.00 396.00 6,330.00 806.40 2,394.00 20,705.10 30,025.80 198,000.00 105,500.00 134,400.00 85,500.00 Jumlah 6,005.16 99.00 105.50 13.44 85.50 6,308.60 13,400.00 6,308.60 Jumlah 14,070.00 6,308.60 20,378.60 13,400.00 6,308.60 Jumlah 14,070.00 6,308.60 20,378.60 13,100.00 6,308.60 Jumlah 13,755.00 6,308.60 20,063.60 13,500.00 6,308.60 Jumlah 14,175.00 6,308.60 20,483.60 17/20 Uraian Pekerjaan No. 6 6 5 6 7 8 9 10 11 12 13 14 1.000 1.050 1.000 PEK BESI IKATAN ANGIN DIA 12 MM PEMASANGAN DAN ELECTRODA KG Besi Ikatan angin (besi beton) O 12 mm kg Pemasangan dan febrikasi besi siku kg 1.000 1.050 1.000 FEBRIKASI DAN PASANG PIPA BESI HOLLOW 20.20 Besi Hollow 20x20x2 mm Pemasangan dan febrikasi M1 m1 m1 1.000 1.050 0.250 FEBRIKASI DAN PASANG PIPA BESI HOLLOW 20.40 Besi Hollow 20x40X2 MM Pemasangan dan febrikasi M1 m1 m1 1.000 1.050 0.500 FEBRIKASI DAN PASANG PIPA BESI HOLLOW 40.40 Besi Hollow 40x40X2,3 MM Pemasangan dan febrikasi M1 m1 m1 1.000 1.050 0.900 FEBRIKASI DAN PASANG PIPA BESI HOLLOW 40.80 Besi Hollow 40x80x3,2 mm Pemasangan dan febrikasi M1 m1 m1 1.000 1.050 1.500 FEBRIKASI DAN PASANG PIPA BESI HOLLOW 75.75 Besi Hollow 75x75x3,8 mm Pemasangan dan febrikasi M1 m1 m1 1.000 1.050 1.750 FEBRIKASI DAN PASANG PIPA STEINLIS DIA 2 1/2 " Pipa Steinlis 2 1/2 " Pemasangan dan febrikasi M1 m1 m1 1.000 1.050 2.940 FEBRIKASI DAN PASANG PIPA STEINLIS DIA 1 " Pipa Steinlis 1 " Pemasangan dan febrikasi M1 m1 m1 1.000 1.050 2.500 FEBRIKASI DAN PASANG PIPA BSP DIA 2 1/2 " Pipa BSP 2 1/2 " Pemasangan dan febrikasi M1 m1 m1 1.000 1.050 2.940 FEBRIKASI DAN PASANG PIPA BSP DIA 1 " Pipa BSP 1 " Pemasangan dan febrikasi M1 m1 m1 1.000 1.050 1.200 Secundary Skin Hall dan Lobby uk 1720x850 cm unit kg m1 m2 bh 1.000 395.850 300.900 87.190 217.200 m1 m1 m1 m1 m1 m1 bh 1.000 1.000 2.200 1.260 0.750 1.900 1.000 m1 m1 bh 1.000 1.100 1.000 Railing Tangga Utama Hand railing pipa steinlis dia 2 1/2 " Acrylic t= 8 mm Tiang Steinlis pipa dia 2 1/2 " Pipa steinlis dia 1 " Penjepit Acrylic platt steinlis Base Plate 16 Koef. PEK BESI TRACK STANK DIA 16 MM PEMASANGAN DAN ELECTRODA KG Besi Track stank (besi beton) O 16 mm kg Pemasangan dan febrikasi besi siku kg Besi siku 50.50.5 Hollow Galvanis 40x80x3,2 mm Cat besi Dinabolt M10 15 Sat. Hand Railing Tangga Utama Hand railing pipa steinlis dia 2 1/2 " Suport hand Rilling steinlis dia 2 1/2 Harga Satuan (Rp) Jumlah (Rp) 10,900.00 6,308.60 Jumlah 11,445.00 6,308.60 17,753.60 10,900.00 6,308.60 Jumlah 11,445.00 6,308.60 17,753.60 7,900.00 20,705.10 Jumlah 8,295.00 5,176.28 13,471.28 14,900.00 20,705.10 Jumlah 15,645.00 10,352.55 25,997.55 17,900.00 20,705.10 Jumlah 18,795.00 18,634.59 37,429.59 22,900.00 20,705.10 Jumlah 24,045.00 31,057.65 55,102.65 31,100.00 20,705.10 Jumlah 32,655.00 36,233.93 68,888.93 381,500.00 20,705.10 Jumlah 400,575.00 60,872.99 461,447.99 190,800.00 20,705.10 Jumlah 200,340.00 51,762.75 252,102.75 214,000.00 20,705.10 Jumlah 224,700.00 60,872.99 285,572.99 137,500.00 20,705.10 Jumlah 144,375.00 24,846.12 169,221.12 20,378.60 55,102.65 29,274.56 3,400.00 Jumlah 8,066,868.81 16,580,387.39 2,552,448.89 738,480.00 27,938,185.08 461,447.99 269,800.00 461,447.99 252,102.75 27,300.00 63,900.00 Jumlah 461,447.99 593,560.00 581,424.47 189,077.06 51,870.00 63,900.00 1,941,279.53 461,447.99 56,000.00 Jumlah 507,592.79 56,000.00 563,592.79 18/20 Uraian Pekerjaan No. 17 Sat. Koef. m1 m1 m1 m1 m1 bh m2 1.000 8.500 8.500 11.700 23.000 1.000 22.000 m1 m1 m1 m2 bh 1.000 5.600 5.600 1.344 4.000 PEKERJAAN PLAFOND Pas. Plafond Kalsiboard 6 mm Rangka Hollow Besi Hollow 40/40 Besi Hollow 20/20 Kalsiboard EG Uk. 240x120x6 mm Paku Asbes Skrup 4 Pekerja Tukang Kayu Kepala Tukang Kayu Mandor m2 m m lbr bh OH OH OH OH 1.000 0.750 2.000 0.382 4.000 0.150 0.250 0.025 0.075 Pas. Plafond Gypsumboard 9 mm Rangka Hollow Besi Hollow 40/40 Besi Hollow 20/20 Gypsum Board Uk. 240x120x9 mm Paku Asbes Skrup 4 Pekerja Tukang Kayu Kepala Tukang Kayu Mandor m2 m m lbr bh OH OH OH OH 1.000 0.750 2.000 0.382 4.000 0.150 0.250 0.025 0.075 Pemasangan List Gypsum Lis Gypsum Sekrup Pekerja Tukang Kayu Kepala Tukang Kayu Mandor m1 m bh OH OH OH OH 1.000 1.050 4.000 0.050 0.050 0.005 0.003 Pemasangan List Aluminium siku Lis aluminium siku Sekrup Pekerja Tukang Kayu Kepala Tukang Kayu Mandor m1 m bh OH OH OH OH 1.000 1.050 4.000 0.050 0.050 0.005 0.003 XIII PEKERJAAN CAT 1 Pengerjaan Cat Dinding Interior Alkalin Cat Tembok Interior Pekerja Tukang cat Kepala Tukang cat Mandor m2 kg klg OH OH OH OH 1.000 0.120 0.360 0.028 0.042 0.004 0.003 Railing Tangga 2 Untuk panjang reiling Hand railing pipa BSP dia 2 1/2 " t= 3,2 mm Kolom Railing Hollow 40x40x2,3 mm Hollow 20x20x2 mm Base Plate Cat pipa railing 18 Hand Railing Tangga 2 Untuk panjang reiling Hand railing pipa BSP dia 2 1/2 " Cat pipa railing Suport hand Rilling steinlis dia 2 1/2 XII 1 2 3 4 Harga Satuan (Rp) Jumlah (Rp) 285,572.99 37,429.59 13,471.28 63,900.00 29,274.56 Jumlah 8,5 M Jumlah 1 M 2,427,370.45 437,926.20 309,839.33 63,900.00 644,040.32 3,883,076.30 456,832.51 285,572.99 29,274.56 56,000.00 Jumlah 5 M Jumlah 1 M 1,599,208.77 39,345.01 224,000.00 1,862,553.78 332,598.89 37,429.59 25,997.55 65,100.00 600.00 85,500.00 107,400.00 136,800.00 198,000.00 Jumlah 28,072.19 51,995.10 24,861.69 2,400.00 12,825.00 26,850.00 3,420.00 14,850.00 165,273.98 37,429.59 25,997.55 92,400.00 600.00 85,500.00 107,400.00 136,800.00 198,000.00 Jumlah 28,072.19 51,995.10 35,287.56 2,400.00 12,825.00 26,850.00 3,420.00 14,850.00 175,699.85 27,600.00 600.00 85,500.00 107,400.00 136,800.00 198,000.00 Jumlah 28,980.00 2,400.00 4,275.00 5,370.00 684.00 594.00 42,303.00 11,400.00 600.00 85,500.00 107,400.00 136,800.00 198,000.00 Jumlah 11,970.00 2,400.00 4,275.00 5,370.00 684.00 594.00 25,293.00 28,500.00 23,000.00 85,500.00 107,400.00 136,800.00 198,000.00 Jumlah 3,420.00 8,280.00 2,394.00 4,510.80 574.56 495.00 19,674.36 19/20 Uraian Pekerjaan No. 2 3 4 3 Koef. Pengerjaan Cat Dinding Exterior Alkalin Cat Tembok Exterior Pekerja Tukang cat Kepala Tukang cat Mandor m2 kg klg OH OH OH OH 1.000 0.120 0.360 0.028 0.042 0.004 0.003 Pengerjaan Cat besi Cat besi Kuas Pekerja Tukang cat Kepala Tukang cat Mandor m2 kg bh OH OH OH OH 1.000 0.100 0.010 0.020 0.200 0.004 0.003 Pengerjaan Waterproofing Water Proofing dan Scredding Pekerja Tukang cat Kepala Tukang cat Mandor m2 kg OH OH OH OH 1.000 0.350 0.050 0.075 0.008 0.003 m1 m1 m3 m3 1.000 1.000 0.160 0.040 Saluran beton precast U 60 cm Saluran beton U60 cm Galian tanah Urugan pasir bawah saluran m1 m1 m3 m3 1.000 1.000 0.590 0.070 Saluran PVC bawah lantai PVC dia 6 " Material bantu 10 % dari bahan Pekerja Tukang Kepala Tukang Mandor m1 m1 m1 OH OH OH OH 1.000 1.000 0.100 0.080 0.135 0.014 0.004 XIV PEKERJAAN SALURAN 1 Saluran beton precast U 30 cm Saluran beton U30 cm Galian tanah Urugan pasir bawah saluran 2 Sat. Harga Satuan (Rp) Jumlah (Rp) 28,500.00 130,000.00 85,500.00 107,400.00 136,800.00 198,000.00 Jumlah 3,420.00 46,800.00 2,394.00 4,510.80 574.56 495.00 58,194.36 49,100.00 10,500.00 85,500.00 107,400.00 136,800.00 198,000.00 Jumlah 4,910.00 105.00 1,710.00 21,480.00 574.56 495.00 29,274.56 44,100.00 85,500.00 107,400.00 136,800.00 198,000.00 Jumlah 15,435.00 4,275.00 8,055.00 1,026.00 495.00 29,286.00 148,400.00 69,075.00 195,930.00 Jumlah 148,400.00 11,052.00 7,837.20 167,289.20 305,100.00 69,075.00 195,930.00 Jumlah 305,100.00 40,754.25 13,715.10 359,569.35 107,800.00 107,800.00 85,500.00 107,400.00 136,800.00 198,000.00 Jumlah 107,800.00 10,780.00 6,840.00 14,499.00 1,846.80 811.80 142,577.60 20/20