Bahan Pipa & Accessories: No Jenis Barang Ukuran Satuan Harga (RP.)
Bahan Pipa & Accessories: No Jenis Barang Ukuran Satuan Harga (RP.)
Bahan Pipa & Accessories: No Jenis Barang Ukuran Satuan Harga (RP.)
BEND STEEL
1 ND. 2 x 90 50 mm BH 98,500
2 ND. 2 x 45 50 mm BH 78,800
3 ND. 3 x 90 75 mm BH 208,000
4 ND. 3 x 45 75 mm BH 166,400
5 ND. 4 x 90 100 mm BH 360,000
6 ND. 4 x 45 100 mm BH 288,000
7 ND. 6 x 90 150 mm BH 924,000
8 ND. 6 x 45 150 mm BH 739,200
9 ND. 8 x 90 200 mm BH 2,000,000
10 ND. 8 x 45 200 mm BH 1,600,000
BEND CAST IRON
1 Bend All Flange 22 1/2 ͦ 50mm BH 153,136
2 Bend All Flange 22 1/2 ͦ 75mm BH 278,240
3 Bend All Flange 22 1/2 ͦ 100mm BH 349,160
4 Bend All Flange 22 1/2 ͦ 150mm BH 473,848
5 Bend All Flange 22 1/2 ͦ 200mm BH 743,616
6 Bend All Flange 22 1/2 ͦ 250mm BH 1,082,856
12 Bend All Flange 45 ͦ 50mm BH 157,712
13 Bend All Flange 45 ͦ 75mm BH 223,160
14 Bend All Flange 45 ͦ 100mm BH 278,600
15 Bend All Flange 45 ͦ 150mm BH 451,576
16 Bend All Flange 45 ͦ 200mm BH 728,712
17 Bend All Flange 45 ͦ 250mm BH 1,040,088
24 Bend All Flange 90 ͦ 50mm BH 185,648
25 Bend All Flange 90 ͦ 75mm BH 272,184
26 Bend All Flange 90 ͦ 100mm BH 334,552
27 Bend All Flange 90 ͦ 150mm BH 615,648
28 Bend All Flange 90 ͦ 200mm BH 839,832
29 Bend All Flange 90 ͦ 250mm BH 1,257,624
PIPA GI MEDIUM SII
1 Pipa GI Medium SII 13mm m 34,000
2 Pipa GI Medium SII 20mm m 45,333
3 Pipa GI Medium SII 25mm m 68,000
4 Pipa GI Medium SII 50mm m 177,000
5 Pipa GI Medium SII 75mm m 246,000
6 Pipa GI Medium SII 100mm m 485,000
7 Pipa GI Medium SII 150mm m 761,667
8 Pipa GI Medium SII 200mm m 1,007,000
PIPA HDPE 17 (PN 10)
1 Pipa HDPE SDR 17 (PN 10) 25mm m 19,800
2 Pipa HDPE SDR 17 (PN 10) 50mm m 52,800
3 Pipa HDPE SDR 17 (PN 10) 75mm m 107,040
4 Pipa HDPE SDR 17 (PN 10) 100mm m 159,600
5 Pipa HDPE SDR 17 (PN 10) 150mm m 384,000
6 Pipa HDPE SDR 17 (PN 10) 200mm m 470,400
7 Pipa HDPE SDR 17 (PN 10) 250mm m 731,760
PIPA CASSING STEEL
No Jenis Barang Ukuran Satuan Harga ( Rp.)
2 Rubber Packing
Diameter 250 mm BH 80,000
Diameter 200 mm BH 73,000
Diameter 150 mm BH 64,000
Diameter 125 mm BH 46,000
Diameter 100 mm BH 38,000
Diameter 80 mm BH 34,000
Diameter 65 mm BH 32,000
Diameter 50 mm BH 30,000
Bahan
Pasir Urug 1 m3 236,568 283,881.60
Jumlah 312,481.60
16 Urugan Pasir Dengan Pasir Pasang
Upah
Pekerja 0.300 OH 90,000 27,000.00
Mandor 0.010 OH 160,000 1,600.00
Bahan
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
Pasir Pasang 1.200 m3 304,812 365,774.40
Jumlah 394,374.40
C. PEKERJAAN PONDASI
1 Pasangan Pondasi Baatu Kali 1:3 (m3)
Upah
Pekerja 1.500 OH 90,000 135,000.00
Tukang Batu 1.500 OH 125,000 187,500.00
Kepala Tukang Batu 0.150 OH 135,000 20,250.00
Mandor 0.150 OH 160,000 24,000.00
Bahan
Batu Belah 15/20 1.200 m3 235,000 282,000.00
Semen 50kg 163.000 kg 1,500 244,500.00
Pasir Pasang 0.520 m3 304,812 158,502.24
Jumlah 1,051,752.24
2 Membuat Bronjong (M3)
Upah
Tukang Anyam 0.833 OH 125,000 104,125.00
Pekerja Anyam 0.667 OH 90,000 60,030.00
Pekerja Pengisi 1.500 OH 90,000 135,000.00
Mandor 0.025 OH 160,000 4,000.00
Bahan
Kawat Bronjong 5mm 23.333 Kg 47,124 1,099,544.29
Batu Belah 15/20 1.000 M3 235,000 235,000.00
Jumlah 1,637,699.29
3 Pasangan Batu Kosong (M3)
Upah
Pekerja 0.714 OH 90,000 64,260.00
Mandor 0.036 OH 160,000 5,760.00
Bahan
Batu Bata Merah (21x10.5x4.5) cm 70.000 Bh 631 44,170.00
Semen 50kg 18.950 Kg 1,500 28,425.00
Pasir Pasang 0.038 m3 304,812 11,582.86
Jumlah 127,427.86
5 Pasang 1/2 Batu Bata 1:4 (2m)
Upah
Pekerja 0.300 OH 90,000 27,000.00
Tukang Batu 0.100 OH 125,000 12,500.00
Kepala Tukang Batu 0.010 OH 135,000 1,350.00
Mandor 0.015 OH 160,000 2,400.00
Bahan
Batu Bata Merah (21x10.5x4.5) cm 70.000 Bh 631 44,170.00
Semen 50kg 11.500 Kg 1,500 17,250.00
Pasir Pasang 0.043 m3 304,812 13,106.92
Jumlah 117,776.92
6 Plesteran 1:2, T=1.5 cm(m2)
Upah
Pekerja 0.300 OH 90,000 27,000.00
Tukang Batu 0.150 OH 125,000 18,750.00
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
Kepala Tukang Batu 0.015 OH 135,000 2,025.00
Mandor 0.015 OH 160,000 2,400.00
Bahan
Semen 50kg 10.224 Kg 1,500 15,336.00
Pasir Pasang 0.020 m3 304,812 6,096.24
Jumlah 71,607.24
7 Plesteran 1:3, T=1.5 cm(m2)
Upah
Pekerja 0.300 OH 90,000 27,000.00
Tukang Batu 0.150 OH 125,000 18,750.00
Kepala Tukang Batu 0.015 OH 135,000 2,025.00
Mandor 0.015 OH 160,000 2,400.00
Bahan
Semen 50kg 7.776 Kg 1,500 11,664.00
Pasir Pasang 0.023 m3 304,812 7,010.68
Jumlah 68,849.68
8 Plesteran 1:4, T=1.5 cm(m2)
Upah
Pekerja 0.300 OH 90,000 27,000.00
Tukang Batu 0.150 OH 125,000 18,750.00
Kepala Tukang Batu 0.015 OH 135,000 2,025.00
Mandor 0.015 OH 160,000 2,400.00
Bahan
Semen 50kg 6.240 Kg 1,500 9,360.00
Pasir Pasang 0.024 m3 304,812 7,315.49
Jumlah 66,850.49
9 Plesteran 1:2, T=2 cm(m2)
Upah
Pekerja 0.400 OH 90,000 36,000.00
Tukang Batu 0.200 OH 125,000 25,000.00
Kepala Tukang Batu 0.020 OH 135,000 2,700.00
Mandor 0.022 OH 160,000 3,520.00
Bahan
Semen 50kg 13.632 Kg 1,500 20,448.00
Pasir Pasang 0.027 m3 304,812 8,229.92
Jumlah 95,897.92
10 Plesteran 1:4, T=2 cm(m2)
Upah
Pekerja 0.400 OH 90,000 36,000.00
Tukang Batu 0.200 OH 125,000 25,000.00
Kepala Tukang Batu 0.020 OH 135,000 2,700.00
Mandor 0.022 OH 160,000 3,520.00
Bahan
Semen 50kg 8.320 Kg 1,500 12,480.00
Pasir Pasang 0.032 m3 304,812 9,753.98
Jumlah 89,453.98
D. PEKERJAAN BETON (Mᶟ)
Beton Tumbuk 1Pc : 4Psr : 6Kr
Upah
Pekerja Biasa 1.65 OH 90,000.00 148,500.00
Tukang Batu 0.25 OH 125,000.00 31,250.00
Kepala Tukang Batu 0.025 OH 135,000.00 3,375.00
Mandor 0.08 OH 160,000.00 12,800.00
Bahan
Pasir Beton 0.57 M3 304,812.00 173,742.84
Kerikil / Koral Beton 0.87 M3 250,000.00 217,500.00
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
Semen PC 50 Kg 173.00 Kg 1,500.00 259,500.00
Jumlah 846,667.84
1 Membuat Beton Mutu K 100
Upah
Pekerja 1.650 OH 90,000 148,500.00
Tukang Batu 0.275 OH 125,000 34,375.00
Kepala Tukang Batu 0.028 OH 135,000 3,780.00
Mandor 0.083 OH 160,000 13,280.00
Bahan
Semen 50kg 247.000 Kg 1,500 370,500.00
Pasir Beton 869.000 Kg 240 208,560.00
Batu Pecah /Split 1-2 cm 999.000 Kg 203 203,048.78
Air Bersih 215.000 Liter 108.0 23,220.00
Jumlah 1,005,263.78
2 Membuat Beton Mutu K 125
Upah
Pekerja 1.650 OH 90,000 148,500.00
Tukang Batu 0.275 OH 125,000 34,375.00
Kepala Tukang Batu 0.028 OH 135,000 3,780.00
Mandor 0.083 OH 160,000 13,280.00
Bahan
Semen 50kg 276.000 Kg 1,500 414,000.00
Pasir Beton 828.000 Kg 240 198,720.00
Batu Pecah /Split 1-2 cm 1,012.000 Kg 203 205,691.06
Air Bersih 215.000 Liter 108.0 23,220.00
Jumlah 1,041,566.06
3 Membuat Beton Mutu K 150
Upah
Pekerja 1.650 OH 90,000 148,500.00
Tukang Batu 0.275 OH 125,000 34,375.00
Kepala Tukang Batu 0.028 OH 135,000 3,780.00
Mandor 0.083 OH 160,000 13,280.00
Bahan
Semen 50kg 299.000 Kg 1,500 448,500.00
Pasir Beton 799.000 Kg 240 191,760.00
Batu Pecah /Split 1-2 cm 1,017.000 Kg 203 206,707.32
Air Bersih 215.000 Liter 108.0 23,220.00
Jumlah 1,070,122.32
4 Membuat Beton Mutu K 175
Upah
Pekerja 1.650 OH 90,000 148,500.00
Tukang Batu 0.275 OH 125,000 34,375.00
Kepala Tukang Batu 0.028 OH 135,000 3,780.00
Mandor 0.083 OH 160,000 13,280.00
Bahan
Semen 3 Roda 50kg 326.000 Kg 1,500 489,000.00
Pasir Beton 760.000 Kg 240 182,400.00
Batu Pecah /Split 1-2 cm 1,029.000 Kg 203 209,146.34
Air Bersih 215.000 Liter 108.0 23,220.00
Jumlah 1,103,701.34
5 Membuat Beton Mutu K 200
Upah
Pekerja 1.65 OH 90,000 148,500.00
Tukang Batu 0.28 OH 125,000 34,375.00
Kepala Tukang Batu 0.03 OH 135,000 3,780.00
Mandor 0.08 OH 160,000 13,280.00
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
Bahan
Semen 50kg 352.00 Kg 1,500 528,000.00
Pasir Beton 731.00 Kg 240 175,440.00
Batu Pecah /Split 1-2 cm 1,031.00 Kg 203 209,552.85
Air Bersih 215.00 Liter 108.0 23,220.00
Jumlah 1,136,147.85
6 Membuat Beton Mutu K 225
Upah
Pekerja 1.650 OH 90,000 148,500.000
Tukang Batu 0.275 OH 125,000 34,375.000
Kepala Tukang Batu 0.028 OH 135,000 3,780.000
Mandor 0.083 OH 160,000 13,280.000
Bahan
Semen 50kg 371.000 Kg 1,500 556,500.000
Pasir Beton 698.000 Kg 240 167,520.000
Batu Pecah /Split 1-2 cm 1,047.000 Kg 203 212,804.878
Air Bersih 215.000 Liter 108.0 23,220.000
Jumlah 1,159,979.878
7 Membuat Beton Mutu K 250
Upah
Pekerja 1.650 OH 90,000 148,500.00
Tukang Batu 0.275 OH 125,000 34,375.00
Kepala Tukang Batu 0.028 OH 135,000 3,780.00
Mandor 0.083 OH 160,000 13,280.00
Bahan
Semen 50kg 384.000 Kg 1,500 576,000.00
Pasir Beton 692.000 Kg 240 166,080.00
Batu Pecah /Split 1-2 cm 1,039.000 Kg 203 211,178.86
Air Bersih 215.000 Liter 108.0 23,220.00
Jumlah 1,176,413.86
8 Membuat Beton Mutu K 275
Upah
Pekerja 1.650 OH 90,000 148,500.00
Tukang Batu 0.275 OH 125,000 34,375.00
Kepala Tukang Batu 0.028 OH 135,000 3,780.00
Mandor 0.083 OH 160,000 13,280.00
Bahan
Semen 50kg 406.000 Kg 1,500 609,000.00
Pasir Beton 684.000 Kg 240 164,160.00
Batu Pecah /Split 1-2 cm 1,026.000 Kg 203 208,536.59
Air Bersih 215.000 Liter 108.0 23,220.00
Jumlah 1,204,851.59
9 Membuat Beton Mutu K 300
Upah
Pekerja 1.65 OH 90,000 148,500.00
Tukang Batu 0.28 OH 125,000 34,375.00
Kepala Tukang Batu 0.03 OH 135,000 3,780.00
Mandor 0.08 OH 160,000 13,280.00
Bahan
Semen 50kg 413.00 Kg 1,500 619,500.00
Pasir Beton 681.00 Kg 240 163,440.00
Batu Pecah /Split 1-2 cm 1,021.00 Kg 203 207,520.33
Air Bersih 215.00 Liter 108.0 23,220.00
Jumlah 1,213,615.33
10 Membuat Beton Mutu K 325
Upah
Pekerja 1.650 OH 90,000 148,500.00
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
Tukang Batu 0.275 OH 125,000 34,375.00
Kepala Tukang Batu 0.028 OH 135,000 3,780.00
Mandor 0.083 OH 160,000 13,280.00
Bahan
Semen 50kg 439.000 Kg 1,500 658,500.00
Pasir Beton 670.000 Kg 240 160,800.00
Batu Pecah /Split 1-2 cm 1,006.000 Kg 203 204,471.54
Air Bersih 215.000 Liter 108.0 23,220.00
Jumlah 1,246,926.54
11 Membuat Beton Mutu K 350
Upah
Pekerja 2 OH 90,000 189,000.00
Tukang Batu 0.35 OH 125,000 43,750.00
Kepala Tukang Batu 0.035 OH 135,000 4,725.00
Mandor 0.105 OH 160,000 16,800.00
Bahan
Semen 50kg 448 Kg 1,500 672,000.00
Pasir Beton 667 Kg 240 160,080.00
Batu Pecah /Split 1-2 cm 1000 Kg 203 203,252.03
Air Bersih 215 Liter 108.0 23,220.00
Jumlah 1,312,827.03
12 Pembesian 10Kg dengan besi polos
Upah
Pekerja 0.070 OH 90,000 6,300.00
Tukang Besi 0.070 OH 125,000 8,750.00
Kepala Tukang Besi 0.007 OH 135,000 945.00
Mandor 0.004 OH 160,000 640.00
Bahan
Besi Beton Bulat Polos 10.500 Kg 16,187 169,958.25
Kawat Beton 0.150 Kg 23,136 3,470.40
Jumlah 190,063.65
13 Pembesian 10Kg dengan besi Ulir
Upah
Pekerja 0.070 OH 90,000 6,300.00
Tukang Besi 0.070 OH 125,000 8,750.00
Kepala Tukang Besi 0.007 OH 135,000 945.00
Mandor 0.004 OH 160,000 640.00
Bahan
Besi Beton Bulat Ulir 10.500 Kg 16,792 176,310.75
Kawat Beton 0.150 Kg 23,136 3,470.40
Jumlah 196,416.15
14 Memasang 1 m2 Bekisting untuk Pondasi
Upah
Pekerja 0.520 OH 90,000 46,800.00
Tukang Kayu 0.260 OH 125,000 32,500.00
Kepala Tukang Kayu 0.026 OH 135,000 3,510.00
Mandor 0.026 OH 160,000 4,160.00
Bahan
Kayu Klas III (Meranti) 0.040 m3 4,450,872 178,034.88
Paku 2"-5" 0.300 kg 23,088 6,926.40
Minyak Bekisting 0.100 Liter 39,984 3,998.40
Jumlah 275,929.68
15 Memasang 1 m2 Bekisting untuk Sloof
Upah
Pekerja 0.520 OH 90,000 46,800.00
Tukang Kayu 0.260 OH 125,000 32,500.00
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
Kepala Tukang Kayu 0.026 OH 135,000 3,510.00
Mandor 0.026 OH 160,000 4,160.00
Bahan
Kayu Klas III (Meranti) 0.045 m3 4,450,872 200,289.24
Paku 2"-5" 0.300 kg 23,088 6,926.40
Minyak Bekisting 0.100 Liter 39,984 3,998.40
Jumlah 298,184.04
16 Memasang 1 m2 Bekisting untuk Kolom
Upah
Pekerja 0.660 OH 90,000 59,400.00
Tukang Kayu 0.330 OH 125,000 41,250.00
Kepala Tukang Kayu 0.033 OH 135,000 4,455.00
Mandor 0.033 OH 160,000 5,280.00
Bahan
Kayu Klas III (Meranti) 0.040 m3 4,450,872 178,034.88
Paku 2"-5" 0.400 kg 23,088 9,235.20
Minyak Bekisting 0.200 Liter 39,984 7,996.80
Balok Kayu Klass III (6/8 x12/15x400) cm 0.015 m3 3,980,845 59,712.68
Plywood 9mm 0.350 lembar 264,000 92,400.00
Dolken Ѳ 8-10 cm (350-400)cm 2.000 Batang 9,240 18,480.00
Jumlah 476,244.56
17 Memasang 1 m2 Bekisting untuk Balok
Upah
Pekerja 0.660 OH 90,000 59,400.00
Tukang Kayu 0.330 OH 125,000 41,250.00
Kepala Tukang Kayu 0.033 OH 135,000 4,455.00
Mandor 0.033 OH 160,000 5,280.00
Bahan
Kayu Klas III (Meranti) 0.040 m3 4,450,872 178,034.88
Paku 2"-5" 0.400 kg 23,088 9,235.20
Minyak Bekisting 0.200 Liter 39,984 7,996.80
Balok Kayu Klass III (6/8 x12/15x400) cm 0.018 m3 3,980,845 71,655.21
Plywood 9mm 0.350 lembar 264,000 92,400.00
Dolken Ѳ 8-10 cm (350-400)cm 2.000 Batang 9,240 18,480.00
Jumlah 488,187.09
18 Memasang 1 m2 Bekisting untuk Lantai
Upah
Pekerja 0.660 OH 90,000 59,400.00
Tukang Kayu 0.330 OH 125,000 41,250.00
Kepala Tukang Kayu 0.033 OH 135,000 4,455.00
Mandor 0.033 OH 160,000 5,280.00
Bahan
Kayu Klas III (Meranti) 0.040 m3 4,450,872 178,034.88
Paku 2"-5" 0.400 kg 23,088 9,235.20
Minyak Bekisting 0.200 Liter 39,984 7,996.80
Balok Kayu Klass III (6/8 x12/15x400) cm 0.015 m3 3,980,845 59,712.68
Plywood 9mm 0.350 lembar 264,000 92,400.00
Dolken Ѳ 8-10 cm (350-400)cm 6.000 Batang 9,240 55,440.00
Jumlah 513,204.56
19 Memasang 1 m2 Bekisting untuk dinding
Upah
Pekerja 0.660 OH 90,000 59,400.000
Tukang Kayu 0.330 OH 125,000 41,250.000
Kepala Tukang Kayu 0.033 OH 135,000 4,455.000
Mandor 0.033 OH 160,000 5,280.000
-
Bahan -
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
Kayu Klas III (Meranti) 0.030 m3 4,450,872 133,526.160
Paku 2"-5" 0.400 kg 23,088 9,235.200
Minyak Bekisting 0.200 Liter 39,984 7,996.800
Balok Kayu Klass III (6/8 x12/15x400) cm 0.020 m3 3,980,845 79,616.900
Plywood 9mm 0.350 lembar 264,000 92,400.000
Dolken Ѳ 8-10 cm (350-400)cm 3.000 Batang 9,240 27,720.000
Jumlah 460,880.060
20 Memasang 1 m2 Bekisting untuk Tangga
Upah
Pekerja 0.660 OH 90,000 59,400.00
Tukang Kayu 0.330 OH 125,000 41,250.00
Kepala Tukang Kayu 0.033 OH 135,000 4,455.00
Mandor 0.033 OH 160,000 5,280.00
-
Bahan -
Kayu Klas III (Meranti) 0.030 m3 4,450,872 133,526.16
Paku 2"-5" 0.400 kg 23,088 9,235.20
Minyak Bekisting 0.150 Liter 39,984 5,997.60
Balok Kayu Klass III (6/8 x12/15x400) cm 0.015 m3 3,980,845 59,712.68
Plywood 9mm 0.350 lembar 264,000 92,400.00
Dolken Ѳ 8-10 cm (350-400)cm 2.000 Batang 9,240 18,480.00
Jumlah 429,736.64
21 Memasang 1 m2 Jembatan Untuk Pengecoran
Upah
Pekerja 0.150 OH 90,000 13,500.00
Tukang Kayu 0.050 OH 125,000 6,250.00
Kepala Tukang Kayu 0.005 OH 135,000 675.00
Mandor 0.008 OH 160,000 1,280.00
Bahan
Kayu Klas III (Meranti) 0.026 m3 4,450,872 115,722.67
Paku 2"-5" 0.600 kg 23,088 13,852.80
Dolken Ѳ 8-10 cm (350-400)cm 0.500 Batang 9,240 4,620.00
Jumlah 155,900.47
22 Memasang 1 m2 Jembatan Untuk Pengecoran
Upah
Pekerja 5.300 OH 90,000 477,000.00
Tukang Batu 0.275 OH 125,000 34,375.00
Tukang Kayu 1.300 OH 125,000 162,500.00
Tukang Besi 1.050 OH 125,000 131,250.00
Kepala Tukang Batu 0.262 OH 135,000 35,370.00
Mandor 0.265 OH 160,000 42,400.00
Bahan
Balok Kayu Klass III (6/8 x12/15x400) cm 0.200 m3 1,883,000 376,600.00
Paku 2"-5" 1.500 kg 23,088 34,632.00
Minyak Bekisting 0.400 Lt 39,984 15,993.60
Besi Beton Bulat Polos 157.500 kg 16,187 2,549,373.75
Kawat Beton 2.250 kg 23,136 52,056.00
Semen 50kg 336.000 kg 1,500 504,000.00
Pasir Beton 760.000 kg 240 182,400.00
Batu Pecah /Split 3-4cm 1,029.000 kg 333 342,239.47
Jumlah 4,940,189.82
23 Membuat 1 m3 Kolom Beton Bertulang (150kg besi+bekisting)
Upah
Pekerja 5.300 OH 90,000 477,000.00
Tukang Batu 0.275 OH 125,000 34,375.00
Tukang Kayu 1.300 OH 125,000 162,500.00
Tukang Besi 1.050 OH 125,000 131,250.00
Kepala Tukang Batu 0.262 OH 135,000 35,370.00
Mandor 0.265 OH 160,000 42,400.00
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
Bahan
Balok Kayu Klass III (6/8 x12/15x400) cm 0.320 m3 1,883,000 602,560.00
Paku 2"-5" 3.200 kg 23,088 73,881.60
Minyak Bekisting 1.600 Lt 39,984 63,974.40
Besi Beton Bulat Polos 157.500 kg 16,187 2,549,373.75
Kawat Beton 2.250 kg 23,136 52,056.00
Semen 50kg 336.000 kg 1,500 504,000.00
Pasir Beton 760.000 kg 240 182,400.00
Batu Pecah /Split 3-4cm 1,029.000 kg 333 342,239.47
Balok Kayu Klass II (6/8 x12/15x400) cm 0.120 m3 3,980,845 477,701.40
Plywood 9mm 2.800 Lembar 264,000 739,200.00
Dolken Ѳ 8-10 cm (350-400)cm 32.000 Batang 9,240 295,680.00
Jumlah 6,765,961.62
24 Membuat 1m Dinding beton bertulang (150 kg besi + bekisting)
Upah
Upah
Pekerja 5.300 OH 90,000 477,000.00
Tukang Batu 0.275 OH 125,000 34,375.00
Tukang Kayu 1.300 OH 125,000 162,500.00
Tukang Besi 1.050 OH 125,000 131,250.00
Kepala Tukang Batu 0.262 OH 135,000 35,370.00
Mandor 0.265 OH 160,000 42,400.00
Bahan
Balok Kayu Klass III (6/8 x12/15x400) cm 0.240 m3 1,883,000 451,920.00
Paku 2"-5" 3.200 kg 23,088 73,881.60
Minyak Bekisting 1.600 Lt 39,984 63,974.40
Besi Beton Bulat Polos 157.500 kg 16,187 2,549,373.75
Kawat Beton 2.250 kg 23,136 52,056.00
Semen 50kg 336.000 kg 1,500 504,000.00
Pasir Beton 760.000 kg 240 182,400.00
Batu Pecah /Split 3-4cm 1,029.000 kg 333 342,239.47
Balok Kayu Klass II (6/8 x12/15x400) cm 0.120 m3 3,980,845 477,701.40
Plywood 9mm 2.800 Lembar 264,000 739,200.00
Dolken Ѳ 8-10 cm (350-400)cm 24.000 Batang 9,240 221,760.00
Jumlah 6,541,401.618
25 Membuat 1m3 sloof bertulang (200 kg besi + bekisting)
Upah
Pekerja 5.650 OH 90,000 508,500.00
Tukang Batu 0.275 OH 125,000 34,375.00
Tukang Kayu 1.560 OH 125,000 195,000.00
Tukang Besi 1.400 OH 125,000 175,000.00
Kepala Tukang Batu 0.323 OH 135,000 43,605.00
Mandor 0.283 OH 160,000 45,280.00
Bahan
Balok Kayu Klass III (6/8 x12/15x400) cm 0.270 m3 1,883,000 508,410.00
Paku 2"-5" 2.000 kg 23,088 46,176.00
Minyak Bekisting 0.600 Lt 39,984 23,990.40
Besi Beton Bulat Polos 210.000 kg 16,187 3,399,165.00
Kawat Beton 3.000 kg 23,136 69,408.00
Semen 50kg 336.000 kg 1,500 504,000.00
Pasir Beton 760.000 kg 240 182,400.00
Batu Pecah /Split 3-4cm 1,029.000 kg 333 342,239.47
Jumlah 6,077,548.87
26 Membuat 1m3 beton bertulang (200 kg besi + bekisting)
Upah
Pekerja 5.650 OH 90,000 508,500.000
Tukang Batu 0.275 OH 125,000 34,375.000
Tukang Kayu 1.560 OH 125,000 195,000.000
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
Tukang Besi 1.400 OH 125,000 175,000.000
Kepala Tukang Batu 0.323 OH 135,000 43,605.000
Mandor 0.283 OH 160,000 45,280.000
Bahan
Balok Kayu Klass III (6/8 x12/15x400) cm 0.250 m3 1,883,000 470,750.000
Paku 2"-5" 3.000 kg 23,088 69,264.000
Minyak Bekisting 1.200 Lt 39,984 47,980.800
Besi Beton Bulat Polos 210.000 kg 16,187 3,399,165.000
Kawat Beton 3.000 kg 23,136 69,408.000
Semen 50kg 336.000 kg 1,500 504,000.000
Pasir Beton 760.000 kg 240 182,400.000
Batu Pecah /Split 3-4cm 1,029.000 kg 333 342,239.468
Balok Kayu Klass II (6/8 x12/15x400) cm 0.105 m3 3,980,845 417,988.725
Plywood 9mm 2.500 Lembar 264,000 660,000.000
Dolken Ѳ 8-10 cm (350-400)cm 14.000 Batang 9,240 129,360.000
Jumlah 7,294,315.993
27 Membuat 1m3 balok beton bertulang (200 kg besi + bekisting)
Upah
Pekerja 6.350 OH 90,000 571,500.000
Tukang Batu 0.275 OH 125,000 34,375.000
Tukang Kayu 1.650 OH 125,000 206,250.000
Tukang Besi 1.400 OH 125,000 175,000.000
Kepala Tukang Batu 0.333 OH 135,000 44,955.000
Mandor 0.318 OH 160,000 50,880.000
Bahan
Balok Kayu Klass III (6/8 x12/15x400) cm 0.320 m3 1,883,000 602,560.000
Paku 2"-5" 3.200 kg 23,088 73,881.600
Minyak Bekisting 1.600 Lt 39,984 63,974.400
Besi Beton Bulat Polos 210.000 kg 16,187 3,399,165.000
Kawat Beton 3.000 kg 23,136 69,408.000
Semen 50kg 336.000 kg 1,500 504,000.000
Pasir Beton 760.000 kg 240 182,400.000
Batu Pecah /Split 3-4cm 1,029.000 kg 333 342,239.468
Balok Kayu Klass II (6/8 x12/15x400) cm 0.140 m3 3,980,845 557,318.300
Plywood 9mm 2.800 Lembar 264,000 739,200.000
Dolken Ѳ 8-10 cm (350-400)cm 16.000 Batang 9,240 147,840.000
Jumlah 7,764,946.768
28 Membuat 1m3 kolom beton bertulang (300 kg besi + bekisting)
Upah
Pekerja 7.050 OH 90,000 634,500.000
Tukang Batu 0.275 OH 125,000 34,375.000
Tukang Kayu 1.650 OH 125,000 206,250.000
Tukang Besi 2.100 OH 125,000 262,500.000
Kepala Tukang Batu 0.403 OH 135,000 54,405.000
Mandor 0.353 OH 160,000 56,480.000
Bahan
Balok Kayu Klass III (6/8 x12/15x400) cm 0.400 m3 1,883,000 753,200.000
Paku 2"-5" 4.000 kg 23,088 92,352.000
Minyak Bekisting 2.000 Lt 39,984 79,968.000
Besi Beton Bulat Polos 315.000 kg 16,187 5,098,747.500
Kawat Beton 4.500 kg 23,136 104,112.000
Semen 50kg 336.000 kg 1,500 504,000.000
Pasir Beton 760.000 kg 240 182,400.000
Batu Pecah /Split 1-2cm 1,029.000 kg 203 209,146.341
Balok Kayu Klass II (6/8 x12/15x400) cm 0.150 m3 3,980,845 597,126.750
Plywood 9mm 3.500 Lembar 264,000 924,000.000
Dolken Ѳ 8-10 cm (350-400)cm 20.000 Batang 9,240 184,800.000
Jumlah 9,978,362.591
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
29 Membuat 1m' praktis beton bertulang (11x11)cm
Upah
Pekerja 0.180 OH 90,000 16,200.00
Tukang Batu 0.020 OH 125,000 2,500.00
Tukang Kayu 0.020 OH 125,000 2,500.00
Tukang Besi 0.020 OH 125,000 2,500.00
Kepala Tukang Batu 0.006 OH 135,000 810.00
Mandor 0.009 OH 160,000 1,440.00
Bahan
Balok Kayu Klass III (6/8 x12/15x400) cm 0.002 m3 1,883,000 3,766.00
Paku 2"-5" 0.010 kg 23,088 230.88
Besi Beton Bulat Polos 3.000 kg 16,187 48,559.50
Kawat Beton 0.450 kg 23,136 10,411.20
Semen 50kg 4.000 kg 1,500 6,000.00
Pasir Beton 9.200 kg 240 2,208.00
Batu Pecah /Split1 -2cm 12.450 kg 203 2,530.49
Jumlah 99,656.07
30 Membuat 1m' ring Balok beton bertulang (10x15)cm
Upah
Pekerja 0.297 OH 90,000 26,730.00
Tukang Batu 0.033 OH 125,000 4,125.00
Tukang Kayu 0.034 OH 125,000 4,250.00
Tukang Besi 0.035 OH 125,000 4,375.00
Kepala Tukang Batu 0.010 OH 135,000 1,350.00
Mandor 0.015 OH 160,000 2,400.00
Bahan
Balok Kayu Klass III (6/8 x12/15x400) cm 0.003 m3 1,883,000 5,649.00
Paku 2"-5" 0.020 kg 23,088 461.76
Besi Beton Bulat Polos 3.600 kg 16,187 58,271.40
Kawat Beton 0.050 kg 23,136 1,156.80
Semen 50kg 5.500 kg 1,500 8,250.00
Pasir Beton 11.400 kg 240 2,736.00
Batu Pecah /Split 1-2cm 15.430 kg 203 3,136.18
Jumlah 122,891.14
E. PEKERJAAN BESI DAN ALUMUNIUM
1 memasang 1 kg besi profil
Upah
pekerja 0.060 OH 90,000 5,400.00
Tukang Las 0.060 OH 125,000 7,500.00
Kepala Tukang Las 0.006 OH 135,000 810.00
Mandor 0.003 OH 160,000 480.00
Bahan
Besi Profil/ Beugel 1.150 kg 19,000 21,850.00
Jumlah 36,040.00
2 Memasang 1M2 Konstruksi Rangka Atap Baja Profil
Upah
pekerja 0.160 OH 90,000 14,400.000
Tukang Las 0.080 OH 125,000 10,000.000
Kepala Tukang Las 0.009 OH 135,000 1,215.000
Mandor 0.005 OH 160,000 800.000
Bahan
Besi Profil/ Beugel 1.150 kg 19,000 21,850.000
Skrup 1.200 kg 552 662.400
Jumlah 48,927.400
3 Membuat 1 m2 Pintu besi plat baja tebal mm rangkap, rangka baja siku
Upah
pekerja 1.050 OH 90,000 94,500.00
Tukang Las 1.050 OH 125,000 131,250.00
Kepala Tukang Las 0.105 OH 135,000 14,175.00
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
Mandor 0.052 OH 160,000 8,320.00
Bahan
Besi Baja IWF ex DN SII 15.000 kg 19,000 285,000.00
plat besi T= 3mm 32.800 kg 487,716 15,997,084.80
Kawat Las Harmonika 0.050 kg 38,316 1,915.80
Jumlah 16,532,245.60
4 Pengerjaan 1 cm, pengelasan dengan las listrik
pekerja 0.004 OH 90,000 360.00
Tukang Las 0.002 OH 125,000 250.00
Kepala Tukang Las 0.002 OH 135,000 270.00
Mandor 0.001 OH 160,000 160.00
Bahan
Kawat Las Harmonika 0.040 kg 38,316 1,532.64
Solar 0.030 Liter 11,946 358.38
Teak oil/ Pelumas 0.004 Liter 46,080 184.32
Sewa Alat
Mesin Las 0.003 Jam 268,070 804.21
Jumlah 3,919.55
5 Memasang 1m2 terall Besi strip (2x3) mm
pekerja 1.670 OH 90,000 150,300.00
Tukang Besi 1.670 OH 125,000 208,750.00
Kepala Tukang besi 0.167 OH 135,000 22,545.00
Mandor 0.083 OH 160,000 13,280.00
Bahan
besi plat strip panjang 6 m uk.2x30 mm 6.177 kg 17,000 105,009.00
pengelasan 27.080 cm 3,919.55 106,141.41
Jumlah 606,025.41
6 Memasang 1m2 jendela nako & terall besi
Upah
pekerja 0.200 OH 90,000 18,000.00
Tukang Besi 0.200 OH 125,000 25,000.00
Kepala Tukang besi 0.020 OH 135,000 2,700.00
Mandor 0.001 OH 160,000 160.00
Bahan
rangka nako+besi tralis nako 1.100 m 34,800 38,280.00
paku sekrup 1cm s.d 2.5 cm 10.000 bh 552 5,520.00
besi plat strip panjang 6 m uk.2x30 mm 7.000 m' 90,000 630,000.00
Jumlah 719,660.00
7 Memasang 1m' talang datar/ jurai seng bjls 28 lebar 90 cm
Upah
pekerja 0.200 OH 90,000 18,000.00
Tukang Besi 0.400 OH 125,000 50,000.00
Kepala Tukang besi 0.025 OH 135,000 3,375.00
Mandor 0.010 OH 160,000 1,600.00
Bahan
Seng Gelombang BJLS 30 (90x180) 1.050 m' 72,912 76,557.60
Paku Segala ukuran 0.015 kg 30,948 464.22
Papan Kayu Klass III 0.019 m3 2,535,720 48,178.68
Jumlah 198,175.50
8 Memasang 1m' talang 1/2 lingkaran D-15 seng bjis 30 lebar 45 cm
Upah
pekerja 0.150 OH 90,000 13,500.00
Tukang Besi 0.300 OH 125,000 37,500.00
Kepala Tukang besi 0.030 OH 135,000 4,050.00
Mandor 0.008 OH 160,000 1,280.00
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
Bahan
Seng Flat BJLS 30 (90x180) 1.050 m' 72,912 76,557.60
Paku Segala ukuran 0.010 kg 30,948 309.48
Plat Besi Plat strip Panjang 6 m uk. 2x30 mm 0.500 kg 90,000 45,000.00
Jumlah 178,197.08
F. PEKERJAAN LANTAI DAN DINDING PELAPIS (M)
Bahan
ubin keramik (10x20) cm standar (KW1) 1.000 m2 70,608 70,608.00
Semen 50 Kg 8.090 kg 1,500 12,135.00
Pasir Pasang 0.045 m3 304,812 13,716.54
Semen Warna 2.750 kg 22,908 62,997.00
Jumlah 276,531.54
2 Pasang paving Block T=8cm,abu-abu/m2
Upah
pekerja 0.050 OH 90,000 4,500.00
Tukang Batu 0.018 OH 125,000 2,250.00
Kepala Tukang batu 0.002 OH 135,000 270.00
Mandor 0.009 OH 160,000 1,440.00
Bahan
paving block 1.000 m2 110,868 110,868.00
abu batu/filter 0.050 m3 175,000 8,750.00
Jumlah 128,078.00
3 Pasang lantai keramik 20x20/m2
Upah
pekerja 0.700 OH 90,000 63,000.00
Tukang Batu 0.350 OH 125,000 43,750.00
Kepala Tukang batu 0.035 OH 135,000 4,725.00
Mandor 0.035 OH 160,000 5,600.00
Bahan
ubin keramik (20X20)cm standar (KW1)roman 1.000 m2 125,388 125,388.00
semen warna 1.620 kg 22,908 37,110.96
semen 50 kg 10.400 kg 1,500 15,600.00
pasir pasang 0.045 m3 304,812 13,716.54
Jumlah 308,890.50
4 Pasang lantai keramik 30x30/m2
Upah
pekerja 0.700 OH 90,000 63,000.00
Tukang Batu 0.350 OH 125,000 43,750.00
Kepala Tukang batu 0.035 OH 135,000 4,725.00
Mandor 0.035 OH 160,000 5,600.00
Bahan
ubin keramik (30X30)cm standar (KW1) 1.000 m2 132,780 132,780.00
semen warna 1.500 kg 22,908 34,362.00
semen 50 kg 10.000 kg 1,500 15,000.00
pasir pasang 0.045 m3 304,812 13,716.54
Jumlah 312,933.54
5 Pasang 1m plint keramik 10x20
Upah
pekerja 0.090 OH 90,000 8,100.00
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
Tukang Batu 0.090 OH 125,000 11,250.00
Kepala Tukang batu 0.035 OH 135,000 4,725.00
Mandor 0.005 OH 160,000 800.00
Bahan
plin ubin berwarna 15.300 Bh 3,108 47,552.40
semen 50 kg 10.000 kg 1,500 15,000.00
semen warna 1.500 kg 22,908 34,362.00
pasir pasang 0.045 m3 304,812 13,716.54
Jumlah 135,505.94
6 Pasang ubin granit 40x40/m2
Upah
pekerja 0.250 OH 90,000 22,500.00
Tukang Batu 0.125 OH 125,000 15,625.00
Kepala Tukang batu 0.013 OH 135,000 1,755.00
Mandor 0.013 OH 160,000 2,080.00
Bahan
Granit 40x40 /m2 1.000 m2 320,328 320,328.00
Semen tiga roda 50 kg 9.800 kg 1,500 14,700.00
semen warna 1.300 kg 22,908 29,780.40
pasir pasang 0.045 m3 304,812 13,716.54
Jumlah 420,484.94
7 Pasang ubin marmer 60x60/m2
Upah
pekerja 0.240 OH 90,000 21,600.00
Tukang Batu 0.120 OH 125,000 15,000.00
Kepala Tukang batu 0.012 OH 135,000 1,620.00
Mandor 0.012 OH 160,000 1,920.00
-
Bahan -
Marmer ( 60x60) 1.000 m2 376,824 376,824.00
Semen tiga roda 50 kg 9.600 kg 1,500 14,400.00
semen warna 1.500 kg 22,908 34,362.00
pasir pasang 0.045 m3 304,812 13,716.54
Jumlah 479,442.54
G. Pekerjaan Atap
1 Kontruksi kuda-kuda(m3)
Upah
pekerja 4.000 OH 90,000 360,000.00
Tukang Kayu 12.000 OH 125,000 1,500,000.00
Kepala Tukang Kayu 1.200 OH 135,000 162,000.00
Mandor 0.200 OH 160,000 32,000.00
Bahan
Balok kayu klas II (6/8x12/15x400)cm 1.100 m3 3,980,845 4,378,929.50
Besi Srip /Begel pengikat Kuda-kuda 15.000 kg 95,717 1,435,752.00
Paku segala ukuran 5.600 kg 30,948 173,308.80
Jumlah 8,041,990.30
2 Pasang Rangka Atap Genteng Keramik(m2)
Upah
pekerja 0.100 OH 90,000 9,000.00
Tukang Kayu 0.100 OH 125,000 12,500.00
Kepala Tukang Kayu 0.010 OH 135,000 1,350.00
Mandor 0.005 OH 160,000 800.00
Bahan
Kayu kaso 5/7 kamper medan 0.014 m3 6,044,544 84,623.62
reng kruing/kamper medan(2/3x3/4x400)cm 0.036 kg 5,084,796 183,052.66
Paku segala ukuran 0 kg 30,948 7,737.00
Jumlah 299,063.27
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
3 Pasang nok genteng keramik per 1 M'
Upah
Pekerja 0.400 Oh 90,000 36,000.00
Tukang kayu 0.200 Oh 125,000 25,000.00
Kepala tukang 0.020 Oh 135,000 2,700.00
Mandor 0.020 Oh 160,000 3,200.00
Bahan
Nok genteng beton 3.500 Bh 43,860 153,510.00
Paku biasa 2 " - 5 " 0.050 Kg 30,948 1,547.40
Semen abu - abu 10.800 Kg 22,908 247,406.40
Pasir pasang 0.032 M3 304,812 9,753.98
Semen Warna 1.000 Kg 1,500 1,500.00
Jumlah 480,617.78
4 Mengerjakan papan Rulter (m)
Upah
pekerja 0.100 OH 90,000 9,000.00
Tukang Kayu 0.200 OH 125,000 25,000.00
Kepala Tukang Kayu 0.020 OH 135,000 2,700.00
Mandor 0.005 OH 160,000 800.00
Bahan
Papan Kayu Klas I 3/20 & 2/30 0.011 m3 12,983,760 142,821.36
Paku segala ukuran 0.005 kg 30,948 154.74
Jumlah 180,476.10
5 Pasang Bubung Stel Gelombang 0.92 m
Upah
pekerja 0.084 OH 90,000 7,560.00
Tukang Kayu 0.125 OH 125,000 15,625.00
Kepala Tukang Kayu 0.013 OH 135,000 1,755.00
Mandor 0.004 OH 160,000 640.00
Bahan
Nok/ bubukan asbes Gelombang 2.400 48,552 116,524.80
Pake Skrup 3.5" 6.000 7,044 42,264.00
Jumlah 184,368.80
6 Pasang Atap Asbes Gelombang (2.7x1.05)x4cm (m2)
Upah
pekerja 0.140 OH 90,000 12,600.00
Tukang Kayu 0.070 OH 125,000 8,750.00
Kepala Tukang Kayu 0.007 OH 135,000 945.00
Mandor 0.007 OH 160,000 1,120.00
Bahan
Asbes Semen Gelombang (180x108x0.5) cm 0.420 lbr 81,662 34,298.21
Paku Seng/Asbes 0.120 kg 31,476 3,777.12
Jumlah 61,490.33
7 Pasang Atap Asbes Gelombang (2.7x1.05)x4cm (m2)
Upah
pekerja 0.400 OH 90,000 36,000.00
Tukang Kayu 0.150 OH 125,000 18,750.00
Kepala Tukang Kayu 0.025 OH 135,000 3,375.00
Mandor 0.001 OH 160,000 160.00
Bahan
Seng Gelombang Ukuran (180x90x0.005)cm 0.500 lbr 90,540 45,270.00
Papan Kayu Klas III 0.010 m3 2,535,720 25,357.20
Meni Kayu Nippon 0.025 kg 38,532 963.30
Paku Segala Ukuran 0.015 kg 30,948 464.22
Jumlah 130,339.72
8 Talang Patahan Atap Pakai Karpet (m2)
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
Upah
pekerja 0.350 OH 90,000 31,500.00
Tukang Kayu 0.600 OH 125,000 75,000.00
Kepala Tukang Kayu 0.060 OH 135,000 8,100.00
Mandor 0.020 OH 160,000 3,200.00
Bahan
Paku Segala Ukuran 0.300 30,948 9,284.40
Papan Kayu Klas II 0.008 2,535,720 20,285.76
karpet talang polos merah/hitam lebar 90 cm 1.000 19,020 19,020.00
Jumlah 166,390.16
9 Pasangan Pipa Pembuangan Air
Upah
pekerja 0.225 OH 90,000 20,250.00
Tukang Kayu 0.375 OH 125,000 46,875.00
Kepala Tukang Kayu 0.038 OH 135,000 5,130.00
Mandor 0.011 OH 160,000 1,760.00
Bahan
Pipa PVC 4'' Klas D 0.300 btg 168,768 50,630.40
Jumlah 124,645.40
10 Pasangan atap asbes Gelombang
Upah
pekerja 0.140 OH 90,000 12,600.00
Tukang Kayu 0.067 OH 125,000 8,375.00
Kepala Tukang Kayu 0.007 OH 135,000 945.00
Mandor 0.007 OH 160,000 1,120.00
Bahan
Asbes Semen Gelombang (180x108x0.5)cm 0.570 lbr 81,662 46,547.57
paku seng/Asbes 0.120 kg 31,476 3,777.12
Jumlah 73,364.69
H. PEKERJAAN KAYU (KUSEN-PINTU-JENDELA)
Bahan
Papan kayu klas I 3/20&2/30 0.011 m3 12,983,760 142,821.36
Paku segala ukuran 0.100 kg 30,948 3,094.80
Jumlah 183,416.16
2 LISPLANK 3X30 (M)
Upah
pekerja 0.100 OH 90,000 9,000.00
Tukang Kayu 0.200 OH 125,000 25,000.00
Kepala Tukang Kayu 0.020 OH 135,000 2,700.00
Mandor 0.005 OH 160,000 800.00
Bahan
Papan kayu klas I 3/20&2/30 0.011 m3 12,983,760 142,821.36
Paku segala ukuran 0.005 kg 30,948 154.74
Jumlah 180,476.10
3 Pasang Jalusi Kosen (m2)
Upah
pekerja 0.670 OH 90,000 60,300.00
Tukang Kayu 2.000 OH 125,000 250,000.00
Kepala Tukang Kayu 0.200 OH 135,000 27,000.00
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
Mandor 0.335 OH 160,000 53,600.00
Bahan
Papan kayu klas I 3/20&2/30 0.060 m3 12,983,760 779,025.60
Paku segala ukuran 0.150 kg 30,948 4,642.20
Jumlah 1,174,567.80
4 Membuat Kosen Pintu/Jendela(M3)
Upah
pekerja 7.000 OH 90,000 630,000.00
Tukang Kayu 21.000 OH 125,000 2,625,000.00
Kepala Tukang Kayu 2.000 OH 135,000 270,000.00
Mandor 0.350 OH 160,000 56,000.00
Bahan
Balok Kayu Klas I (6/8x12/15x400)cm 1.100 m3 6,700,000 7,370,000.00
Paku Segala Ukuran 1.250 kg 30,948 38,685.00
Lem kayu Putuh Rachol 1.000 kg 46,860 46,860.00
Jumlah 11,036,545.00
5 Pasang ventilasi Jalusi (M2)
Upah
pekerja 0.500 OH 90,000 45,000.00
Tukang Kayu 2.000 OH 125,000 250,000.00
Kepala Tukang Kayu 0.200 OH 135,000 27,000.00
Mandor 0.025 OH 160,000 4,000.00
Bahan
Balok Kayu Klas I (6/8x12/15x400)cm 0.060 m3 6,700,000 402,000.00
Paku Segala Ukuran 0.150 kg 30,948 4,642.20
Jumlah 732,642.20
6 Rangka/Pintu/Jendela/Kayu (m3)
Upah
pekerja 6.000 OH 90,000 540,000.00
Tukang Kayu 18.000 OH 125,000 2,250,000.00
Kepala Tukang Kayu 1.800 OH 135,000 243,000.00
Mandor 0.300 OH 160,000 48,000.00
Bahan
Papan Kayu Klas I 3/20 & 2/30 1.200 m3 12,983,760 15,580,512.00
Paku Segala Ukuran 1.250 kg 30,948 38,685.00
Lem kayu Putuh Rachol 1.000 kg 46,860 46,860.00
Jumlah 18,747,057.00
7 Membuat dan Memasang Daun Pintu Panel
Upah
pekerja 1.000 OH 90,000 90,000.00
Tukang Kayu 3.000 OH 125,000 375,000.00
Kepala Tukang Kayu 0.300 OH 135,000 40,500.00
Mandor 0.050 OH 160,000 8,000.00
Bahan
Papan Kayu Klas I 3/20 & 2/30 0.040 m3 12,983,760 519,350.40
Lem kayu Putih Rachol 1 kg 46,860 23,430.00
Jumlah 1,056,280.40
8 Pasang Pintu Double teakwood
Upah
pekerja 0.700 OH 90,000 63,000.00
Tukang Kayu 2.100 OH 125,000 262,500.00
Kepala Tukang Kayu 0.210 OH 135,000 28,350.00
Mandor 0.035 OH 160,000 5,600.00
Bahan
Papan Kayu Klas I 3/20 & 2/30 0.025 m3 12,983,760 324,594.00
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
Paku Segala Ukuran 0.030 kg 30,948 928.44
Lem kayu Putih Rachol 0.500 kg 46,860 23,430.00
Teakwood T=4mm uk 122x244x4 1.000 Lembar 179,808 179,808.00
Jumlah 888,210.44
9 Memasang Pintu Triplex
Upah
pekerja 0.700 OH 90,000 63,000.00
Tukang Kayu 2.100 OH 125,000 262,500.00
Kepala Tukang Kayu 0.210 OH 135,000 28,350.00
Mandor 0.035 OH 160,000 5,600.00
Bahan
Papan Kayu Klas I 3/20 & 2/30 0.025 m3 12,983,760 324,594.00
Paku Segala Ukuran 0.030 kg 30,948 928.44
Lem kayu Putih Rachol 0.500 kg 46,860 23,430.00
Triplex t= 4 mm 1.000 Lembar 92,892 92,892.00
Jumlah 801,294.44
10 Pasang Diniding pemisah Teakwood 3mm Rangkap, Rangka Kayu Meranti Sampit
Upah
pekerja 0.200 OH 90,000 18,000.00
Tukang Kayu 0.600 OH 125,000 75,000.00
Kepala Tukang Kayu 0.060 OH 135,000 8,100.00
Mandor 0.010 OH 160,000 1,600.00
Bahan
Balok Kayu Klas II (6/8 x 12/15x400)cm 0.020 m3 3,980,845 79,616.90
Papan Kayu Klas II 0.007 m3 7,500,000 52,500.00
Paku Segala Ukuran 0.100 kg 30,948 3,094.80
Lem Kayu putih rachol 0.560 ltr 46,860 26,241.60
polywood 9mm 1.000 Lembar 181,692 181,692.00
Jumlah 445,845.30
11 Pasang Dinding Gypsum 10mm x120x120m2
pekerja 0.200 OH 90,000 18,000.00
Tukang Kayu 0.600 OH 125,000 75,000.00
Kepala Tukang Kayu 0.060 OH 135,000 8,100.00
Mandor 0.010 OH 160,000 1,600.00
-
Bahan -
Balok Kayu Klas II (6/8 x 12/15x400)cm 0.020 m3 3,980,845 79,616.90
Papan Kayu Klas II 0.007 m3 7,500,000 52,500.00
Paku Segala Ukuran 0.100 kg 30,948 3,094.80
Coumpounds @20 kg 0.560 kg 104,040 58,262.40
Gypsimboard jaya (12x1.200x2.400)mm 1.000 Lembar 122,832 122,832.00
Jumlah 419,006.10
12 1 M2 Pasang Kaca Rayben Tebal = 5 mm
Pekerja 0.015 Oh 90,000 1,350.00
Tukang Kayu 0.150 Oh 125,000 18,750.00
Kepala Tukang 0.015 Oh 135,000 2,025.00
Mandor 0.001 Oh 160,000 120.00
Kaca Rayben 1.100 M2 222,000 244,200.00
Jumlah 266,445.00
13 1 Bh Pasang Kunci Slinder
Pekerja Biasa 0.005 OH 90,000 450.00
Tukang Kayu 0.500 OH 125,000 62,500.00
Kepala Tukang Kayu 0.005 OH 135,000 675.00
Mandor 0.000 OH 160,000 40.00
Kunci Silinder 1.000 Bh 256,296 256,296.00
Jumlah 319,961.00
14 1 Bh Pasang Engsel Pintu
Pekerja Biasa 0.015 OH 90,000 1,350.00
Tukang Kayu 0.150 OH 125,000 18,750.00
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
Kepala Tukang Kayu 0.015 OH 135,000 2,025.00
Mandor 0.001 OH 160,000 120.00
Engsel Pintu 1.000 Bh 59,064 59,064.00
Jumlah 81,309.00
15 1 Bh Pasang Engsel Jendela
Pekerja Biasa 0.015 OH 90,000 1,350.00
Tukang Kayu 0.150 OH 125,000 18,750.00
Kepala Tukang Kayu 0.015 OH 135,000 2,025.00
Mandor 0.001 OH 160,000 120.00
Engsel Jendela 1.000 Bh 12,840 12,840.00
Jumlah 35,085.00
16 1 Bh Pasang Kunci Selot
Pekerja Biasa 0.020 OH 90,000 1,800.00
Tukang Kayu 0.200 OH 125,000 25,000.00
Kepala Tukang Kayu 0.020 OH 135,000 2,700.00
Mandor 0.001 OH 160,000 160.00
Kunci Selot 1.000 Bh 54,936 54,936.00
Jumlah 84,596.00
I. PEKERJAAN PLAFON
1 Pekerjaan plafon triplex 4mm (m2)
Upah
pekerja 0.188 OH 90,000 16,920.00
Tukang Kayu 0.100 OH 125,000 12,500.00
Kepala Tukang Kayu 0.038 OH 135,000 5,130.00
Mandor 0.015 OH 160,000 2,400.00
-
Bahan -
Balok kayu klas III (6/8x12/15x400)cm 0.004 m3 1,883,000 7,532.00
Kayu kaso 5/7 Kamper Medan 0.014 m3 6,044,544 84,623.62
Paku Segala Ukuran 0.220 kg 30,948 6,808.56
Triplex T=4mm 0.347 lbr 92,892 32,233.52
Jumlah 168,147.70
2 Plafon Asbes T=5mm (M2)
Upah
pekerja 0.030 OH 90,000 2,700.00
Tukang Kayu 0.070 OH 125,000 8,750.00
Kepala Tukang Kayu 0.070 OH 135,000 9,450.00
Mandor 0.002 OH 160,000 320.00
-
Bahan -
Eternit/plat Asbes t=5mm(1x1 meter) 1.100 lbr 31,392 34,531.20
Paku Segala Ukuran 0.010 kg 30,948 309.48
Jumlah 56,060.68
3 Pasangan List Profil (M)
Upah
pekerja 0.021 OH 90,000 1,890.00
Tukang Kayu 0.021 OH 125,000 2,625.00
Kepala Tukang Kayu 0.002 OH 135,000 270.00
Mandor 0.001 OH 160,000 160.00
Bahan
List Profil Kamper 2 cm 1.050 m 17,664 18,547.20
Jumlah 23,492.20
J. PEKERJAAN PENGECATAN
1 Pengecatan Tembok baru (1 Lapis Plamir,1 Lapis Cat Penutup)Setara lci/Dulux Eksterior (M2)
Upah
pekerja 0.020 OH 90,000 1,800.00
Tukang Cat 0.063 OH 125,000 7,875.00
Kepala Tukang Cat 0.006 OH 130,000 780.00
Mandor 0.003 OH 160,000 480.00
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
Bahan
Plamur Tembok Setara Matek/Metrolith 0.100 24,684 2,468.40
Cat Dasar Setara ICI 0.100 62,400 6,240.00
Cat Tembok Setara ICI /Dulux(Eksterior) 0.260 119,400 31,044.00
Jumlah 50,687.40
2 Pengecatan Tembok baru (1 Lapis Plamir,1 Lapis Cat Penutup)Setara lci/Dulux Interor
Upah
pekerja 0.020 OH 90,000 1,800.00
Tukang Cat 0.063 OH 125,000 7,875.00
Kepala Tukang Cat 0.006 OH 130,000 780.00
Mandor 0.003 OH 160,000 480.00
Bahan
Plamur Tembok Setara Matek/Metrolith 0.100 24,684 2,468.40
Cat Dasar Setara ICI 0.100 62,400 6,240.00
Cat Tembok Setara ICI /Dulux(interior) 0.260 117,960 30,669.60
Jumlah 50,313.00
3 Pengecatan Kayu(Setara Ftalit/Mengkilat)(1 Lapis Plamuur,1 lapis Cat Dasar,2 lapis Cat Penutup)
Upah
pekerja 0.070 OH 90,000 6,300.00
Tukang Cat 0.009 OH 125,000 1,125.00
Kepala Tukang Cat 0.006 OH 130,000 780.00
Mandor 0.003 OH 160,000 480.00
Bahan
Meni Kayu Setara Nippon 0.200 kg 38,532 7,706.40
Plamuur Kayu /Dempu Kayu 0.150 kg 40,080 6,012.00
Meni Kayu Setara Nippon 0.170 kg 38,532 6,550.44
Cat Kayu Setar Ftalit 0.260 kg 114,000 29,640.00
Kuas 2'' 0.010 bh 17,568 175.68
Thiner High Class 0.030 ltr 41,712 1,251.36
Amplas Kayu/Besi 0.200 lbr 3,360 672.00
Jumlah 60,692.88
4 Pengecatan Besi (M2) (1 Lapis)
Upah
pekerja 0.070 OH 90,000 6,300.00
Tukang Cat 0.090 OH 125,000 11,250.00
Kepala Tukang Cat 0.006 OH 130,000 780.00
Mandor 0.003 OH 160,000 480.00
Bahan
Cat Besi Setara Ftalit 0.300 kg 114,000 34,200.00
Kuas 2'' 0.010 BH 17,568 175.68
Thinner High Class 0.010 L 41,712 417.12
Jumlah 53,602.80
5 Pelaburan Bidang Kayu Dengan Residu(M2)
Upah
pekerja 0.100 OH 90,000 9,000.00
Mandor 0.006 OH 160,000 960.00
Bahan
Residu 0.350 Ltr 125,868 44,053.80
Jumlah 54,013.80
K. PEKERJAAN JALAN (ASPAL)
1 1M3 Lapisan Pondasi Bawah (LPB)/Untuk Perbaikan kembali Bekas Galian Pipa
Upah
pekerja 0.128 OH 90,000 11,520.00
Mandor 0.005 OH 160,000 800.00
Bahan
Agregat Kasar (3-5 cm) 0.420 m3 225,000 94,500.00
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
Sirtu 0.540 m3 259,020 139,870.80
Batu Pecah/Split 0.5-1 cm 0.240 m3 325,000 78,000.00
Sewa Alat
Stamper 5 hp.Kap=0.17 Ton 0.250 /jam 260,740 65,185.00
Jumlah 389,875.80
2 1M3 Lapisan Pondasi Atas (LPA)/Untuk Perbaikan kembali Bekas Galian Pipa
Upah
pekerja 0.128 OH 90,000 11,520.000
Mandor 0.005 OH 160,000 800.000
Bahan
Agregat Kasar (3-5 cm) 0.660 m3 225,000 148,500.000
Batu Pecah/Split 0.5-1 cm 0.540 m3 325,000 175,500.000
Sewa Alat
Stamper 5 hp.Kap=0.17 Ton 0.250 /jam 260,740 65,185.000
Jumlah 401,505.000
3 1 liter Lapisan Resap Pangikat
Upah
pekerja 0.128 OH 90,000 11,520.00
Mandor 0.005 OH 160,000 800.00
-
Bahan -
Aspal Panas 0.578 kg 15,600 9,016.80
Minyak Tanah 0.449 ltr 9,000 4,041.00
-
Sewa Alat -
Aspal Sprayer 15 Hp. Kap=800 Ltr 0.004 jam 646,130 2,584.52
Air compressor 0.002 jam 86,740 173.48
Dump Truck 3-4m3,100 Hp. Kap=6 Ton 0.004 jam 176,410 705.64
Jumlah 28,841.44
4 1 Liter Lapisan Pengikat
pekerja 0.023 OH 90,000 2,070.00
Mandor 0.004 OH 160,000 640.00
-
Bahan -
Aspal Panas 0.800 m3 15,600 12,480.00
Minyak Tanah 0.232 m3 9,000 2,088.00
-
Sewa Alat -
Aspal Sprayer 15 Hp. Kap=800 Ltr 0.004 jam 646,130 2,584.52
Air compressor 0.002 jam 86,740 173.48
Dump Truck 3-4m3,100 Hp. Kap=6 Ton 0.004 jam 176,410 705.64
Jumlah 20,741.64
5 Pondasi Agregrat Klas B (LPB)
pekerja 0.023 OH 90,000 2,070.00
Mandor 0.004 OH 160,000 640.00
-
Bahan -
Agregrat Kasar (3-5 cm) 0.420 m3 225,000 94,500.00
Sirtu 0.540 m3 259,020 139,870.80
Batu Pecah / Split 0.5-1 cm 0.240 m3 325,000 78,000.00
-
Sewa Alat -
Wheel Loader. 1-1.6 m3,105 Hp. Kap 1.5 m3 0.036 jam 344,610 12,405.96
Tire Roller 8-10 T,60 Hp, Kap. 10 Ton 0.004 jam 179,420 717.68
Water Tank Truck 5000-8500 L,100Hp,Kap 4000 Ltr 0.021 jam 342,800 7,198.80
Dump Truck 3-1 M3,100Hp, Kap =6Ton 0.251 jam 176,410 44,278.91
Grader>100 Hp,125 Hp 0.012 jam 348,900 4,186.80
Vibratory Roller 5-8 T, 75 Hp, Kap = 7 Ton 0.018 jam 352,040 6,336.72
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
Jumlah 390,205.67
6 Pondasi Agregrat Klas A (LPA)
Upah
pekerja 0.032 OH 90,000 2,880.00
Mandor 0.005 OH 160,000 800.00
-
Bahan -
Agregrat Kasar (3-5 cm) 0.660 m3 225,000 148,500.00
Batu Pecah/Split 0.5-1 cm 0.540 m3 325,000 175,500.00
-
Sewa Alat -
Wheel Loader. 1-1.6 m3,105 Hp. Kap 1.5 m3 0.036 jam 344,610 12,405.96
Tire Roller 8-10 T,60 Hp, Kap. 10 Ton 0.004 jam 179,420 717.68
Water Tank Truck 5000-8500 L,100Hp,Kap 4000 Ltr 0.021 jam 342,800 7,198.80
Dump Truck 3-1 M3,100Hp, Kap =6Ton 0.251 jam 176,410 44,278.91
Grader>100 Hp,125 Hp 0.012 jam 348,900 4,186.80
Vibratory Roller 5-8 T, 75 Hp, Kap = 7 Ton 0.018 jam 167,140 3,008.52
Jumlah 399,476.67
7 Lapis penetrasi Macadam T=5.5cm padat rata-rata
pekerja 0.102 OH 90,000 9,180.00
Mandor 0.010 OH 160,000 1,600.00
-
Bahan -
Agregrat Kasar (3-5 cm) 1.478 m3 225,000 332,550.00
Agregrat Halus (1-3 cm) 0.278 m3 275,000 76,450.00
Aspal Emulse jenis CRS-1 (Leac Coal) 99.273 m3 17,669 1,754,034.78
-
Sewa Alat -
Wheel Loader. 1-1.6 m3,105 Hp. Kap 1.5 m3 0.036 jam 344,610 12,405.96
Dump Truck 3-1 M3,100Hp, Kap =6Ton 0.274 jam 326,350 89,419.90
Three Wheel Roller 6-8 Ton, 5Hp, Kap. = 8 Ton 0.073 jam 248,450 18,136.85
Apal Sprayer 15 Hp . Kap = 800 Ltr 0.282 jam 646,130 182,208.66
Jumlah 2,475,986.15
8 Laston Pengikat Ac T.4 Cm Padat Rata-rata Pada Jalan Sempit
pekerja 0.086 OH 90,000 7,740.00
Mandor 0.288 OH 160,000 46,080.00
-
Bahan -
Hotmix Ac (Asphanet concrate) 0.095 ton 1,747,716 166,033.02
-
Sewa Alat -
Three Wheel Roller 6-8 ton, 55 Hp, Kap= 8 ton 0.043 jam 248,450 10,683.35
Jumlah 230,536.37
9 Laston Ac t= 5cm, Padat Rata-rata
pekerja 0.054 OH 90,000 4,860.00
Mandor 0.008 OH 160,000 1,280.00
-
Bahan -
Hotmix Ac (Asphanet concrate) laston 0.118 ton 1,747,716 206,230.49
-
Sewa Alat -
Aspal Finisher, 47 Hp , kap. 6 ton 0.075 jam 486,740 36,505.50
Tendem Roller 6-8 ton Hp, Kap. = 8 Ton 0.034 jam 248,450 8,447.30
Pneumatic Roller 8-10 ton, 60 Hp. Kap = 10 ton 0.026 jam 161,080 4,188.08
Jumlah 261,511.37
10 Penimbunan dan Pemadatan Tanah (m3)
Upah
pekerja 0.300 OH 90,000 27,000.00
Mandor 0.005 OH 160,000 800.00
Bahan
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
Tanah Timbunan (MERAH) 1.100 m3 142,560 156,816.00
Sewa Alat
stamper 0.250 /jam 322,610 80,652.50
Jumlah 265,268.50
11 Penyiapan Badan Jalan (Meratakan Permukaan dengan Grader dan dipadatkan )(m2)
pekerja 0.002 OH 90,000 180.00
Mandor 0.001 OH 160,000 160.00
-
Sewa Alat -
Water tank Truck 5000-8500L, 100Hp ,Kap 4000Ltr 0.011 jam 342,800 3,770.80
Vibratory Roller 5-8, T=75Hp Kap= 7 ton 0.004 jam 167,140 668.56
Grader >100 Hp, 125 Ton 0.003 jam 348,900 1,046.70
Jumlah 5,826.06
12 Penimbunan dan Pemadatan Tanah (m3)
Upah
pekerja 0.010 OH 90,000 900.00
Mandor 0.003 OH 160,000 480.00
-
Bahan -
Tanah Timbunan (MERAH) 1.200 m3 142,560 171,072.00
-
Sewa Alat -
Grader >100 Hp, 125 Hp 0.006 jam 348,900 2,093.40
Vibratory Roller 5-8, T=75Hp Kap= 7 ton 0.010 jam 167,140 1,671.40
Water tank Truck 5000-8500L, 100Hp ,Kap 4000Ltr 0.007 jam 342,800 2,399.60
Wheel Loader. 1-1.6 m3,105 Hp. Kap 1.5 m3 0.018 jam 344,610 6,202.98
Dump Truck 3-4 ,100Hp, Kap =6Ton 0.229 jam 176,410 40,397.89
Jumlah 225,217.27
L. PEKERJAAN BONGKARAN (Mᶟ)
1 Batu Kali M3
Upah
pekerja 4.167 OH 90,000 375,030.00
Mandor 0.208 OH 160,000 33,280.00
Jumlah 408,310.00
2 Bongkaran Beton /m3
Upah
pekerja 6.111 OH 90,000 549,990.00
Mandor 0.306 OH 160,000 48,960.00
Jumlah 598,950.00
3 Bongkaran Beton Bertulang /m3
Upah
pekerja 6.667 OH 90,000 600,030.00
Mandor 0.333 OH 160,000 53,280.00
Jumlah 653,310.00
4 Bongkaran Baja /kg
Upah
pekerja 0.060 OH 90,000 5,400.00
Tukang las 0.060 OH 125,000 7,500.00
Kepala Tukang Las 0.006 OH 135,000 810.00
Mandor 0.003 OH 160,000 480.00
Jumlah 14,190.00
5 Bongkaran aspal Hotmix
Upah
pekerja 1.500 OH 90,000 135,000.00
Mandor 0.060 OH 160,000 9,600.00
Jumlah 144,600.00
6 Pembongkaran vapingblock/ m2
Upah
pekerja 0.025 OH 90,000 2,250.00
Tukang Batu 0.009 OH 125,000 1,125.00
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
Kepala Tukang Batu 0.001 OH 135,000 135.00
Mandor 0.005 OH 160,000 800.00
Jumlah 4,310.00
7 Bongkar atap Genteng/ m2
Upah
pekerja 0.020 OH 90,000 1,800.00
Mandor 0.010 OH 160,000 1,600.00
Jumlah 3,400.00
8 Bongkar Kaso/ Reng Atap/M3
Upah
pekerja 0.025 OH 90,000 2,250.00
Tukang kayu 0.003 OH 125,000 375.00
Kepala Tukang kayu 0.100 OH 135,000 13,500.00
Mandor 0.005 OH 160,000 800.00
Jumlah 16,925.00
9 Bongakar Kap/Kuda-kuda/M3
Upah
pekerja 6.000 OH 90,000 540,000.00
Tukang kayu 0.600 OH 125,000 75,000.00
Kepala Tukang kayu 4.000 OH 135,000 540,000.00
Mandor 0.200 OH 160,000 32,000.00
Jumlah 1,187,000.00
10 Bongkar Plafon Internit/M2
Upah
pekerja 0.200 OH 90,000 18,000.00
Tukang kayu 0.060 OH 125,000 7,500.00
Kepala Tukang kayu 0.006 OH 135,000 810.00
Mandor 0.010 OH 160,000 1,600.00
Jumlah 27,910.00
11 Bongkar Dinding Kayu/M2
Upah
pekerja 0.200 OH 90,000 18,000.00
Tukang kayu 0.060 OH 125,000 7,500.00
Kepala Tukang kayu 0.006 OH 135,000 810.00
Mandor 0.010 OH 160,000 1,600.00
Jumlah 27,910.00
12 Bongkar Talang Datar/m'
Upah
pekerja 0.100 OH 90,000 9,000.000
tukang Besi 0.200 OH 125,000 25,000.000
Kepala Tukang besi 0.013 OH 135,000 1,755.000
Mandor 0.005 OH 160,000 800.000
Jumlah 36,555.000
13 Bongkar Listplank/M2
Upah
pekerja 0.050 OH 90,000 4,500.00
tukang Kayu 0.100 OH 125,000 12,500.00
Kepala Tukang kayu 0.010 OH 135,000 1,350.00
Mandor 0.003 OH 160,000 480.00
Jumlah 18,830.00
14 Bongkar Kusen Pintu/M2
Upah
pekerja 3.500 OH 90,000 315,000.00
tukang Kayu 10.500 OH 125,000 1,312,500.00
Kepala Tukang kayu 1.000 OH 135,000 135,000.00
Mandor 0.175 OH 160,000 28,000.00
Jumlah 1,790,500.00
15 Bongkar Ubin/M2
Upah
pekerja 0.200 OH 90,000 18,000.000
Mandor 0.010 OH 160,000 1,600.000
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
Jumlah 19,600.000
16 Bongkar Dinding Bata/M3
Upah
pekerja 6.667 OH 90,000 600,030.00
Mandor 0.003 OH 160,000 480.00
Jumlah 600,510.00
17 Bongkar Plesteran /M2
Upah
pekerja 0.050 OH 90,000 4,500.00
Mandor 0.025 OH 160,000 4,000.00
Jumlah 8,500.00
18 Bongkaran Atap Asbes/M2
Upah
pekerja 0.100 OH 90,000 9,000.00
tukang Kayu 0.050 OH 125,000 6,250.00
Jumlah 15,250.00
19 Bongkaran List Eternit/M'
Upah
pekerja 0.015 OH 90,000 1,350.00
tukang Kayu 0.035 OH 125,000 4,375.00
Kepala Tukang kayu 0.004 OH 135,000 540.00
Mandor 0.001 OH 160,000 160.00
Jumlah 6,425.00
3.2 PEKERJAAN PEMASANGAN PIPA
Sewa Alat
Alat Bantu Pasang pipa(Tracker& Katrol) 1 ls 2,063 2,063.00
Jumlah 19,218.00
6 Pemasangan Pipa HDPE,dia 250 mm
Upah
Mandor 0.013 HO 160,000 2,080.00
Tukang Pasang Pipa 0.067 HO 125,000 8,375.00
Pekerja 0.133 HO 90,000 11,970.00
Sewa Alat
Alat Bantu Pasang pipa(Tracker& Katrol) 1.000 ls 2,063 2,063.00
Jumlah 24,488.00
C. PEMASANGAN PIPA STEEL/GIP PER 6 M
1 An. Taksir 6 m Pemasangan Pipa Stee/GIP ø 50 mm
Upah
Pekerja Biasa 0.250 OH 90,000 22,500.00
Mandor 0.083 OH 160,000 13,333.33
Tukang Pipa 0.167 OH 125,000 20,833.33
Sewa Alat
Peralatan (Tracker) 0.200 LS 50,000 10,000.00
Total Harga 66,666.67
1 m' Pemasangan Pipa Steel/GI ø 50 mm = 1/6 x 11,111.11
2 An. Taksir 6 m Pemasangan Pipa Stee/GIP ø 75 mm
Upah
Pekerja Biasa 0.250 OH 90,000 22,500.00
Mandor 0.083 OH 160,000 13,333.33
Tukang Pipa 0.167 OH 125,000 20,833.33
Alat Bantu
Peralatan (Tracker) 0.200 LS 50,000 10,000.00
Total Harga 66,666.67
1 m' Pemasangan Pipa Steel/GI ø 75 mm = 1/6 x 11,111.11
3 An. Taksir 6 m Pemasangan Pipa Stee/GIP ø 100 mm
Upah
Pekerja Biasa 0.300 OH 90,000 27,000.00
Mandor 0.100 OH 160,000 16,000.00
Tukang Pipa 0.200 OH 125,000 25,000.00
Alat Bantu
Peralatan (Tracker) 0.200 LS 50,000 10,000.00
Total Harga 78,000.00
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
1 m' Pemasangan Pipa Steel/GI ø 100 mm = 1/6 x 13,000.00
4 An. Taksir 6 m Pemasangan Pipa Stee/GIP ø 150 mm
Upah
Pekerja Biasa 0.375 OH 90,000 33,750.00
Mandor 0.125 OH 160,000 20,000.00
Tukang Pipa 0.250 OH 125,000 31,250.00
Alat Bantu
Peralatan (Tracker) 0.200 LS 50,000 10,000.00
Total Harga 95,000.00
1 m' Pemasangan Pipa Steel/GI ø 150 mm = 1/6 x 15,833.33
5 An. Taksir 6 m Pemasangan Pipa Stee/GIP ø 200 mm
Upah
Pekerja Biasa 0.500 OH 90,000 45,000.00
Mandor 0.167 OH 160,000 26,666.67
Tukang Pipa 0.333 OH 125,000 41,666.67
Alat Bantu
Peralatan (Tracker) 0.300 LS 50,000 15,000.00
Total Harga 128,333.33
1 m' Pemasangan Pipa Steel/GI ø 200 mm = 1/6 x 21,388.89
6 An. Taksir 6 m Pemasangan Pipa Stee/GIP ø 250 mm
Upah
Pekerja Biasa 0.600 OH 90,000 54,000.00
Mandor 0.200 OH 160,000 32,000.00
Tukang Pipa 0.400 OH 125,000 50,000.00
Alat Bantu
Peralatan (Tracker) 0.300 LS 50,000 15,000.00
Total Harga 151,000.00
1 m' Pemasangan Pipa Steel/GI ø 250 mm = 1/6 x 25,166.67
ANALISA TAKSIR PEKERJAAN PENGETESAN (HYDROSTATIC TEST) DAN PENGURASAN PIPA
PENGETESAN (HYDROSTATIC TEST) PIPA
400 m' Pengetesan Pipa Diameter 250 mm
Upah
Pekerja Biasa 11.000 OH 90,000 990,000.00
Tukang Pipa 11.000 OH 125,000 1,375,000.00
Operator 4.000 OH 160,000 640,000.00
Alat Bantu/alat
Bensin 20.000 Lt 8,668 173,360.00
Air Bersih 29.437 M3 6,480 190,751.76
Sewa Pompa Tes 4.000 Hr 40,790 163,160.00
Alat bantu 1.000 Ls 10,000 10,000.00
Total Harga 3,542,271.76
1 m' Pengetesan (hydrostatic test) pipa ø 250 mm = 1/400 8,855.68
400 m' Pengetesan Pipa Diameter 200 mm
Pekerja Biasa 10.500 OH 90,000 945,000.00
Tukang Pipa 10.500 OH 125,000 1,312,500.00
Operator 3.000 OH 160,000 480,000.00
Alat Bantu/alat
Bensin 15.000 Lt 8,668 130,020.00
Air Bersih 18.840 M3 6,480 122,083.20
Sewa Pompa Tes 3.000 Hr 40,790 122,370.00
Alat bantu 1.000 Ls 8,000 8,000.00
Total Harga 3,119,973.20
1 m' Pengetesan (hydrostatic test) pipa ø 200 mm = 1/400 7,799.93
400 m' Pengetesan Pipa Diameter 150 mm
Pekerja Biasa 9.000 OH 90,000 810,000.00
Tukang Pipa 9.000 OH 125,000 1,125,000.00
Operator 2.500 OH 160,000 400,000.00
Alat Bantu/alat
Bensin 12.500 Lt 8,668 108,350.00
Air Bersih 10.597 M3 6,480 68,668.56
Sewa Pompa Tes 2.500 Hr 40,790 101,975.00
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
Alat bantu 1.000 Ls 6,000 6,000.00
Total Harga 2,619,993.56
1 m' Pengetesan (hydrostatic test) pipa ø 150 mm = 1/400 6,549.98
400 m' Pengetesan Pipa Diameter 100 mm
Pekerja Biasa 6.000 OH 90,000 540,000.00
Tukang Pipa 6.000 OH 125,000 750,000.00
Operator 2.000 OH 160,000 320,000.00
Alat Bantu/alat
Bensin 10.000 Lt 8,668 86,680.00
Air Bersih 4.710 M3 6,480 30,520.80
Sewa Pompa Tes 2.000 Hr 40,790 81,580.00
Alat bantu 1.000 Ls 4,000 4,000.00
Total Harga 1,812,780.80
1 m' Pengetesan (hydrostatic test) pipa ø 100 mm = 1/400 4,531.95
400 m' Pengetesan Pipa Diameter 75 mm
Pekerja Biasa 4.000 OH 90,000 360,000.00
Tukang Pipa 4.000 OH 125,000 500,000.00
Operator 1.000 OH 160,000 160,000.00
Alat Bantu/alat
Bensin 7.500 Lt 8,668 65,010.00
Air Bersih 2.649 M3 6,480 17,165.52
Sewa Pompa Tes 1.000 Hr 40,790 40,790.00
Alat bantu 1.000 Ls 3,000 3,000.00
Total Harga 1,145,965.52
1 m' Pengetesan (hydrostatic test) pipa ø 75 mm = 1/400 2,864.91
400 m' Pengetesan Pipa Diameter 50 mm
Pekerja Biasa 3.000 OH 90,000 270,000.00
Tukang Pipa 3.000 OH 125,000 375,000.00
Operator 1.000 OH 160,000 160,000.00
Alat Bantu/alat
Bensin 5.000 Lt 8,668 43,340.00
Air Bersih 1.177 M3 6,480 7,626.96
Sewa Pompa Tes 1.000 Hr 40,790 40,790.00
Alat bantu 1.000 Ls 3,000 3,000.00
1 Total Harga 899,756.96
1 m' Pengetesan (hydrostatic test) pipa ø 50 mm = 1/400 2,249.39
PENGURASAN & DESINFEKSI PIPA
200 m' Pengurasan & Desinfeksi Pipa Diameter 250 mm
Upah
Pekerja Biasa 0.463 OH 90,000 41,670.00
Tukang Pipa 0.185 OH 125,000 23,125.00
Operator 0.093 OH 160,000 14,880.00
Alat Bantu/alat
Kaporit 0.430 Kg 20,750 8,922.50
Air Bersih 25.277 M3 6,480 163,794.96
Sewa Pompa Tes 1.125 Hr 40,790 45,888.75
Total Harga 298,281.21
1 m' Pengurasan pipa ø 250 mm = 1/200 1,491.41
200 m' Pengurasan & Desinfeksi Pipa Diameter 200 mm
Upah
Pekerja Biasa 0.363 OH 90,000 32,670.00
Tukang Pipa 0.145 OH 125,000 18,125.00
Operator 0.073 OH 160,000 11,680.00
Alat Bantu/alat
Kaporit 0.299 Kg 20,750 6,204.25
Air Bersih 17.584 M3 6,480 113,944.32
Sewa Pompa Tes 1.000 Hr 40,790 40,790.00
Total Harga 223,413.57
1 m' Pengurasan pipa ø 200 mm = 1/200 1,117.07
200 m' Pengurasan & Desinfeksi Pipa Diameter 150 mm
Upah
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
Pekerja Biasa 0.263 OH 90,000 23,670.00
Tukang Pipa 0.105 OH 125,000 13,125.00
Operator 0.053 OH 160,000 8,480.00
Alat Bantu/alat
Kaporit 0.168 Kg 20,750 3,486.00
Air Bersih 9.891 M3 6,480 64,093.68
Sewa Pompa Tes 0.875 Hr 40,790 35,691.25
Total Harga 148,545.93
1 m' Pengurasan pipa ø 150 mm = 1/200 742.73
200 m' Pengurasan & Desinfeksi Pipa Diameter 100 mm
Upah
Pekerja Biasa 0.188 OH 90,000 16,920.00
Tukang Pipa 0.075 OH 125,000 9,375.00
Operator 0.038 OH 160,000 6,080.00
Alat Bantu/alat
Kaporit 0.075 Kg 20,750 1,556.25
Air Bersih 4.396 M3 6,480 28,486.08
Sewa Pompa Tes 0.750 Hr 40,790 30,592.50
Total Harga 93,009.83
1 m' Pengurasan pipa ø 100 mm = 1/200 465.05
200 m' Pengurasan & Desinfeksi Pipa Diameter 75 mm
Upah
Pekerja Biasa 0.113 OH 90,000 10,170.00
Tukang Pipa 0.045 OH 125,000 5,625.00
Operator 0.023 OH 160,000 3,680.00
Alat Bantu/alat
Kaporit 0.042 Kg 20,750 871.50
Air Bersih 2.473 M3 6,480 16,025.04
Sewa Pompa Tes 0.625 Hr 40,790 25,493.75
Total Harga 61,865.29
1 m' Pengurasan pipa ø 75 mm = 1/200 309.33
200 m' Pengurasan & Desinfeksi Pipa Diameter 50 mm
Upah
Pekerja Biasa 0.050 OH 90,000 4,500.00
Tukang Pipa 0.030 OH 125,000 3,750.00
Operator 0.010 OH 160,000 1,600.00
Alat Bantu/alat
Kaporit 0.019 Kg 20,750 394.25
Air Bersih 1.099 M3 6,480 7,121.52
Sewa Pompa Tes 0.500 Hr 40,790 20,395.00
Total Harga 37,760.77
1 m' Pengurasan pipa ø 50 mm = 1/200 188.80
Bahan
Glass Block 25x25 1.000 m2 240,000 240,000.00
Plesteran 0.500 m2 71,607 35,803.62
Jumlah 352,378.62
16 1 M2 Pasang dinding roster/terawang ( 20x20 ) cm
Roster / terawang 25.000 Bh 9,888 247,200.00
Semen portland 12.800 Kg 1,500 19,200.00
Pasir pasang 0.035 M3 304,812 10,668.42
Pekerja 0.300 Oh 90,000 27,000.00
Tukang batu 0.100 Oh 125,000 12,500.00
Kepala tukang 0.010 Oh 135,000 1,350.00
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
Mandor 0.015 Oh 160,000 2,400.00
Jumlah 320,318.42
17 1 Unit Penstock ukuran 680 x 400 mm
Plat Besi Stainless t = 4 mm 17.660 Kg 20,400.00 360,264.00
Besi siku 70.70.7 Galvanis 17.000 Kg 17,000.00 289,000.00
Dynabolt Ø 12 mm 24.000 bh 12,000.00 288,000.00
Packing Karet 4.160 m2 30,000.00 124,800.00
Pengelasan 70.400 cm' 5,291.21 372,501.04
Pemotongan 1.180 m' 111,675.00 131,776.50
Spindle with stank 1.000 Unit 5,000,000.00 5,000,000.00
Pemasangan 34.660 kg 8,390.00 290,797.40
Jumlah 6,857,138.94
18 1 Unit Penstock ukuran 500 x 1000 mm
Plat Besi Stainless t = 4 mm 16.230 Kg 20,400.00 331,092.00
Besi siku 70.70.7 Galvanis 12.080 Kg 17,000.00 205,360.00
Dynabolt Ø 12 mm 20.000 bh 12,000.00 240,000.00
Packing Karet 4.100 m2 30,000.00 123,000.00
Pengelasan 100.000 cm' 5,291.21 529,120.80
Pemotongan 2.200 m' 111,675.00 245,685.00
Spindle with stank 1.000 Unit 5,000,000.00 5,000,000.00
Pemasangan 28.310 kg 8,390.00 237,520.90
Jumlah 6,911,778.70
19 1 M' Pekerjaan Saluran Drainase Sekunder (b = 40, h = 50 Cm)
Pekerjaan Galian Tanah 0.120 M3 95,120.00 11,414.40
Pasangan Batu Kali 0.120 M3 1,051,752.24 126,210.27
Plesteran + Acian 1 : 4 0.900 M 66,850.49 60,165.44
Jumlah 197,790.11
20 1 UNIT PEMBUATAN PINTU PAGAR BRC
Galian Tanah 1.152 M³ 150,500.00 173,376.00
Beton Cor 1 : 2 : 3 0.013 M³ 846,667.84 10,583.35
Beton Bertulang 0.634 M³ 2,228,581.00 1,412,920.35
Pagar BRC Tinggi 150 cm, d = 7 mm 4.800 M² 355,200.00 1,704,960.00
Tiang dan Rangka Pintu Besi Ø 2" 14.000 M 270,000.00 3,780,000.00
Perlengkpn Pintu Engsel, Gerendel dan Kunci 1.000 Ls 101,796.00 101,796.00
Jumlah 7,183,635.70
21 1 M PAGAR BRC
Tiang Pipa GI Ø 2" tinggi 1,5 M', termasuk mur baut 18.00 Bh 270,000.00 4,860,000.00
dan penutup atas dengan jarak antara tiang 2,4 M'
Panel Pagar BRC 31.20 M² 355,200.00 11,082,240.00
15,942,240.00
Jumlah 613,163.08
22 1 M' JALAN SETAPAK LEBAR 1,2 M
Tanah Asal Dipadatkan 0.360 M³ 53,000.00 19,080.00
Sirtu 0.240 M³ 352,020.00 84,484.80
Urugan Pasir t=10 cm 0.120 M³ 308,660.00 37,039.20
Beton Rabat/tumbuk 0.180 M³ 1,799,563.54 323,921.44
Jumlah 464,525.44
PEKERJAAN PIPE SUPPORTS TYPICAL
23 Tinggi 2 m
Pondasi Beton Bertulang K-225 0.135 m3 4,494,691.00 606,783.29
Kolom Beton Bertulang K-225 0.125 m3 6,765,961.62 845,745.20
Besi Strip 4.50 mm 1.490 kg 17,000.00 25,330.00
Pemasangan 1.490 kg 8,390.00 12,501.10
Baut mur 16 mm (Ditanam) 2.000 bh 15,000.00 30,000.00
Jumlah 1,520,359.59
24 Tinggi 1,5 m
Pondasi Beton Bertulang K-225 0.094 m3 4,494,691.00 421,377.28
Kolom Beton Bertulang K-225 0.094 m3 6,765,961.62 634,308.90
Besi Strip 4.50 mm 1.490 kg 17,000.00 25,330.00
Pemasangan 1.490 kg 8,390.00 12,501.10
No Uraian Pekerjaan Koefisien Unit Harga Satuan Jumlah Harga (RP)
(RP)
Baut mur 16 mm (Ditanam) 2.000 bh 15,000.00 30,000.00
Jumlah 1,123,517.28
25 Tinggi 1 m
Pondasi Beton Bertulang K-225 0.060 m3 4,494,691.00 269,681.46
Kolom Beton Bertulang K-225 0.040 m3 6,765,961.62 270,638.46
Besi Strip 4.50 mm 1.490 kg 17,000.00 25,330.00
Pemasangan 1.490 kg 8,390.00 12,501.10
Baut mur 16 mm (Ditanam) 2.000 bh 15,000.00 30,000.00
Jumlah 608,151.02
26 Tinggi 0,3 m
Pondasi Beton Bertulang K-225 0.019 m3 4,494,691.00 86,298.07
Besi Strip 4.50 mm 1.490 kg 17,000.00 25,330.00
Pemasangan 1.490 kg 8,390.00 12,501.10
Baut mur 16 mm (Ditanam) 2.000 bh 15,000.00 30,000.00
Jumlah 154,129.17
1 Unit Grill Penutup Parit P = 8 m
Besi siku 40.40.4 39.633 kg 17,000.00 673,761.00
Plat Strip 4.38 37.920 kg 17,000.00 644,640.00
Pengelasan 128.000 cm' 5,291.21 677,274.62
Pemotongan 12.800 m' 111,675.00 1,429,440.00
Pemasangan 77.553 kg 8,390.00 650,669.67
Pengecatan 2.560 m2 53,602.80 137,223.17
Jumlah 4,213,008.46
1 Unit Grill Penutup Parit P = 4 m
Besi siku 40.40.4 19.817 kg 17,000.00 336,880.50
Plat Strip 4.38 18.960 kg 17,000.00 322,320.00
Pengelasan 64.000 cm' 5,291.21 338,637.31
Pemotongan 6.400 m' 111,675.00 714,720.00
Pemasangan 38.777 kg 8,390.00 325,334.84
Pengecatan 1.280 m2 53,602.80 68,611.58
Jumlah 2,106,504.23
REKAPITULASI ANALISA HARGA SATUAN
A. PEKERJAAN PERSIAPAN
1 Pengukuran Pemasangan Blouwplank (1m') 116,266.02
2 Pembuatan Bedeng /Los Kerja (1m') 471,140.57
3 1m2 Pekerjaan Pembersihan Lahan 17,000.00
B. Pekerjaan Tanah (m3)
1 Galian Tanah H = 1m 71,500.00
2 Galian Tanah Biasa H = 2m 88,200.00
3 Galian Tanah Biasa H = 3m 105,220.00
4 Galian Tanah Keras H = 1m 95,120.00
5 Galian Tanah Cadas H = 1m 144,600.00
6 Galian Tanah Berbatu H = 1m 150,500.00
7 Galian Tanah Lumpur H = 1m 115,200.00
8 Galian Tanah Dengan Alat Berat per m3 40,936.92
9 Tanah Diangkut Sejauh 30m 31,300.00
10 1 m2 Pekerjaan Stripping H=1m 5,300.00
11 1 m3 Buangan Tanah Sejauh 150m 54,440.00
12 Urugan Tanah 1m3 23,780.00
13 Urugan Sirtu Padat 1 m3 337,324.00
14 Pemadatan 1 m3 tanah 53,000.00
15 Urugan Pasir Dengan Pasir Urug 312,481.60
16 Urugan Pasir Dengan Pasir Pasang 394,374.40
C. PEKERJAAN PONDASI
1 Pasangan Pondasi Baatu Kali 1:3 (m3) 1,051,752.24
2 Membuat Bronjong (M3) 1,637,699.29
3 Pasangan Batu Kosong (M3) 352,020.00
4 Pasang 1/2 Batu Bata 1:2 (2m) 127,427.86
5 Pasang 1/2 Batu Bata 1:4 (2m) 117,776.92
6 Plesteran 1:2, T=1.5 cm(m2) 71,607.24
7 Plesteran 1:3, T=1.5 cm(m2) 68,849.68
8 Plesteran 1:4, T=1.5 cm(m2) 66,850.49
9 Plesteran 1:2, T=2 cm(m2) 95,897.92
10 Plesteran 1:4, T=2 cm(m2) 89,453.98
PEKERJAAN BETON (Mᶟ)
1 Beton Tumbuk 1Pc : 4Psr : 6Kr 846,667.84
2 Membuat Beton Mutu K 100 1,306,842.91
3 Membuat Beton Mutu K 125 1,354,035.87
4 Membuat Beton Mutu K 150 1,391,159.01
5 Membuat Beton Mutu K 175 1,799,563.54
6 Membuat Beton Mutu K 200 1,754,563.54
7 Membuat Beton Mutu K 225 1,790,786.32
8 Membuat Beton Mutu K 250 1,880,786.32
9 Membuat Beton Mutu K 275 1,955,786.32
10 Membuat Beton Mutu K 300 2,012,357.57
11 Membuat Beton Mutu K 325 2,087,357.57
12 Membuat Beton Mutu K 350 2,228,650.16
13 Pembesian 10Kg dengan besi polos 161,865.00
14 Pembesian 10Kg dengan besi Ulir 167,915.00
15 Memasang 1 m2 Bekisting untuk Pondasi 275,929.68
16 Memasang 1 m2 Bekisting untuk Sloof 298,184.04
No. Uraian Pekerjaan Harga (Rp.)
A. PEKERJAAN PERSIAPAN
Pemasangan Bowplank m' 29.00
Galian Tanah Berbatu m3 11.66
Urugan Kembali m3 4.67
Buangan Tanah m3 7.00
Urugan Pasir t = 15 cm m3 0.29
Lantai Kerja Beton tumbuk m3 0.36
Sub. Jumlah A
B. PEKERJAAN PASANGAN
Pasangan Aanstamping / Batu Kosong M3 2.92
Pasangan Pondasi Batukali (1 : 4) M3 1.30
Pasangan Bata Merah 1/2 Bata (1 : 4) M2 62.01
Plesteran Dinding Tebal 1,5 Cm (1 : 4) M2 124.02
Dinding Roster/Terawang 20x20 M2 37.44
Sub. Jumlah B
C. PEKERJAAN BETON
Pasangan Kolom Praktis Beton Bertulang (K225) M3 1.58
Pasangan Sloof Beton Bertulang (K225) M3 2.61
Pasangan Ring Balk Beton Bertulang (K225) M3 1.63
Sub. Jumlah C
D. PEKERJAAN LANTAI, KAYU & ATAP
Konstruksi Atap Baja Ringan m2 172.86
Genteng Keramik m2 43.22
Bubungan Genteng Keramik m' 25.60
Lisplank 2/30 m' 37.00
Pasangan Plafon Triplek M2 35.75
Pasir Urug t = 15 cm M3 12.75
Pasangan Beton Rabat Lantai t = 15 cm M3 17.00
Pengecatan Dinding Tembok M2 124.02
Sub. Jumlah D
E. PEKERJAAN LISTRIK & DRAINASE
Pengadaan dan Pemasangan Panel LP. Garasi unit 1.00
Pengadaan dan Pemasangan Lampu TK0 TL 1x36 Watt titik 1.00
Pengadaaan dan Pemasangan lampu SL 18 Watt titik 4.00
Pengadaan dan Pemasangan pasang stop kontak 1 Phase titik 2.00
Pengadaan dan Pemasangan Saklar Ganda titik 2.00
Pengadaan dan Pemasangan Saklar Tunggal titik 1.00
Drainase Kecil
Pasangan Bata Merah 1/2 Bata (1 : 4) m2 35.15
Plesteran Dinding Tebal 1,5 Cm (1 : 4) m2 46.25
Pemasangan Buis Beton Diameter 30 - 100 CM m' 37.00
Pekerjaan Grill Parit Uint 1.00
Sub. Jumlah E
PEKERJAAN : BANGUNAN LANDASAN KONTAINER (LOKASI PASAR DESA SEBUNGA)
A. PEKERJAAN PERSIAPAN
Pemasangan Bowplank m' 21.00
Galian Tanah Berbatu m3 7.78
Urugan Kembali m3 3.11
Buangan Tanah m3 4.67
Urugan Pasir t = 15 cm m3 0.19
Lantai Kerja Beton tumbuk m3 0.24
Sub. Jumlah A
B. PEKERJAAN PASANGAN
Pasangan Aanstamping / Batu Kosong M3 1.94
Pasangan Pondasi Batukali (1 : 4) M3 0.86
Pasangan Bata Merah 1/2 Bata (1 : 4) M2 50.14
Plesteran Dinding Tebal 1,5 Cm (1 : 4) M2 100.28
Dinding Roster/Terawang 20x20 M2 15.36
Sub. Jumlah B
C. PEKERJAAN BETON
Pasangan Kolom Praktis Beton Bertulang (K225) M3 1.05
Pasangan Sloof Beton Bertulang (K225) M3 1.80
Pasangan Ring Balk Beton Bertulang (K225) M3 1.13
Sub. Jumlah C
D. PEKERJAAN LANTAI, KAYU & ATAP
Konstruksi Atap Baja Ringan m2 146.20
Genteng Keramik m2 36.55
Bubungan Genteng Keramik m' 19.30
Lisplank 2/30 m' 30.00
Pasangan Plafon Triplek M2 55.25
Pasir Urug t = 15 cm M3 8.29
Pasangan Beton Rabat Lantai t = 15 cm M3 11.05
Pengecatan Dinding Tembok M2 100.28
Sub. Jumlah D
E. PEKERJAAN LISTRIK & DRAINASE
Pengadaan dan Pemasangan Panel LP. Garasi unit 1.00
Pengadaan dan Pemasangan Lampu TK0 TL 1x36 Watt titik 1.00
Pengadaaan dan Pemasangan lampu SL 18 Watt titik 2.00
Pengadaan dan Pemasangan pasang stop kontak 1 Phase titik 1.00
Pengadaan dan Pemasangan Saklar Ganda titik 1.00
Pengadaan dan Pemasangan Saklar Tunggal titik 1.00
Drainase Kecil
Pasangan Bata Merah 1/2 Bata (1 : 4) m2 32.35
Plesteran Dinding Tebal 1,5 Cm (1 : 4) m2 44.85
Pemasangan Buis Beton Diameter 30 - 100 CM m' 30.00
Pekerjaan Grill Parit Unit 1.00
Sub. Jumlah E
N KONTAINER (LOKASI PLBN)
HARGA SATUAN
JUMLAH HARGA (Rp.)
(Rp.)
116,266.02 3,371,714.70
150,500.00 1,755,432.00
23,780.00 110,947.97
54,440.00 380,992.90
312,481.60 89,994.70
846,667.84 308,610.43
Sub. Jumlah A 6,017,692.69
352,020.00 1,026,490.32
1,051,752.24 1,363,070.90
117,776.92 7,303,346.56
89,453.98 11,094,083.10
320,318.42 11,992,721.64
Sub. Jumlah B 32,779,712.52
6,765,961.62 10,656,389.55
6,077,548.87 15,862,402.55
7,764,946.77 12,666,569.42
Sub. Jumlah C 39,185,361.51
48,927.40 8,457,590.36
299,063.27 12,924,019.30
480,617.78 12,303,815.27
183,416.16 6,786,397.92
168,147.70 6,011,280.28
312,481.60 3,984,140.40
846,667.84 14,393,353.28
50,687.40 6,286,251.35
Sub. Jumlah D 71,146,848.16
226,663.25 226,663.25
699,545.00 699,545.00
510,394.50 2,041,578.00
492,338.00 984,676.00
463,362.90 926,725.80
436,412.90 436,412.90
117,776.92 4,139,858.60
89,453.98 4,137,246.76
85,500.00 3,163,500.00
4,213,008.46 4,213,008.46
Sub. Jumlah E 16,756,206.31
TOTAL 165,885,821.19
HARGA SATUAN
JUMLAH HARGA (Rp.)
(Rp.)
116,266.02 2,441,586.50
150,500.00 1,170,288.00
23,780.00 73,965.31
54,440.00 253,995.26
312,481.60 59,996.47
846,667.84 205,740.29
Sub. Jumlah A 4,205,571.83
352,020.00 684,326.88
1,051,752.24 908,713.94
117,776.92 5,905,334.57
89,453.98 8,970,445.52
320,318.42 4,920,090.93
Sub. Jumlah B 21,388,911.83
6,765,961.62 7,104,259.70
6,077,548.87 10,939,587.96
7,764,946.77 8,735,565.11
Sub. Jumlah C 26,779,412.77
48,927.40 7,153,185.88
299,063.27 10,930,762.59
480,617.78 9,275,923.23
183,416.16 5,502,484.80
168,147.70 9,290,160.43
312,481.60 2,589,691.26
846,667.84 9,355,679.63
50,687.40 5,082,932.47
Sub. Jumlah D 59,180,820.29
226,663.25 226,663.25
699,545.00 699,545.00
510,394.50 1,020,789.00
492,338.00 492,338.00
463,362.90 463,362.90
436,412.90 436,412.90
117,776.92 3,810,083.23
89,453.98 4,012,011.18
85,500.00 2,565,000.00
2,106,504.23 2,106,504.23
Sub. Jumlah E 13,726,205.47
TOTAL 125,280,922.19
PEKERJAAN : IPAL
HARGA
JUMLAH HARGA
NO. URAIAN PEKERJAAN VOLUME SATUAN SATUAN
(Rp.)
(Rp.)
HARGA SATUAN
NO. URAIAN PEKERJAAN SATUAN VOLUME JUMLAH HARGA (Rp.)
(Rp.)
HARGA SATUAN
NO. URAIAN PEKERJAAN SATUAN VOLUME JUMLAH HARGA (Rp.)
(Rp.)
HARGA SATUAN
NO. URAIAN PEKERJAAN SATUAN VOLUME JUMLAH HARGA (Rp.)
(Rp.)
HARGA SATUAN
NO. URAIAN PEKERJAAN SATUAN VOLUME JUMLAH HARGA (Rp.)
(Rp.)
HARGA SATUAN
NO. URAIAN PEKERJAAN SATUAN VOLUME JUMLAH HARGA (Rp.)
(Rp.)
HARGA SATUAN
NO. URAIAN PEKERJAAN SATUAN VOLUME JUMLAH HARGA (Rp.)
(Rp.)
HARGA SATUAN
NO. URAIAN PEKERJAAN SATUAN VOLUME JUMLAH HARGA (Rp.)
(Rp.)
HARGA SATUAN
NO. URAIAN PEKERJAAN SATUAN VOLUME JUMLAH HARGA (Rp.)
(Rp.)
HARGA SATUAN
NO. URAIAN PEKERJAAN SATUAN VOLUME JUMLAH HARGA (Rp.)
(Rp.)
HARGA SATUAN
NO. URAIAN PEKERJAAN SATUAN VOLUME JUMLAH HARGA (Rp.)
(Rp.)
HARGA SATUAN
NO. URAIAN PEKERJAAN SATUAN VOLUME JUMLAH HARGA (Rp.)
(Rp.)
I PEKERJAAN TANAH
1 Pengukuran dan pemasangan bouwplank M' 56.00 116,266.02 6,510,897.34
2 Galian tanah bangunan reservoir M3 531.30 104,632.00 55,590,981.60
3 Pengurugan Tanah Kembali M3 212.52 39,358.00 8,364,362.16
4 Pembuangan Sisa Tanah Galian M3 318.78 34,430.00 10,975,595.40
5 Urugan Pasir M3 18.90 308,660.00 5,833,674.00
Jumlah Sub I 87,275,510.50
II PEKERJAAN BETON
1 Tiang Pancang 40x40 (belum dilakukan boring) M' 84.00 1,865,906.94 156,736,182.83
2 Poer Tiang Pancang M3 7.20 3,280,703.50 23,630,907.31
3 Lantai Kerja Beton 1 : 3 : 5 M3 9.45 846,667.84 8,001,011.09
4 Lantai Reservoar Beton bertulang K-225 M3 47.25 4,744,854.94 224,194,395.81
5 Dinding Reservoar Beton bertulang K-225 M3 60.80 4,634,096.68 281,753,078.16
6 Atap Reservoar Beton bertulang K-225 M3 32.00 3,935,529.94 125,936,958.01
7 Sekat Aliran air Beton bertulang K-225 M3 17.60 4,634,096.68 81,560,101.57
Jumlah Sub II 901,812,634.77
III PEKERJAAN PENGADAAN & PEMASANGAN PIPA
3.1 Unit Inlet :
- Pipa GI SNI Dia. 100 mm M' 12.00 498,000.00 5,976,000.00
- Stub Flange HDPE Dia. 100 mm Bh 1.00 491,375.00 491,375.00
- Gate Valve CI Dia. 100 mm Bh 2.00 5,760,925.00 11,521,850.00
- Street Box CI Dia. 100 mm Bh 2.00 191,577.09 383,154.18
- Loose Flange Steel PN.10 Dia. 100 mm Bh 36.00 268,690.98 9,672,875.14
- Bend 900 Steel Dia. 100 mm Bh 4.00 395,575.00 1,582,300.00
- Tee Steel Dia. 100x100 mm Bh 2.00 2,980,986.50 5,961,973.00
- Blind Flange Steel Ø 100 mm Bh 1.00 307,625.00 307,625.00
- Wall Pipe Steel Dia. 100 mm (L = 70 cm) Bh 2.00 1,080,000.00 2,160,000.00
- Rubber Packing Ø 100 mm Bh 20.00 38,000.00 760,000.00
- Baut & mur M16 Bh 160.00 15,000.00 2,400,000.00
3.2 Unit Outlet :
- Pipa GI SNI Dia. 100 mm M' 12.00 498,000.00 5,976,000.00
- Pipa GI SNI Dia. 25 mm M' 12.00 79,111.11 949,333.33
- Gate Valve CI Dia. 100 mm M' 2.00 5,760,925.00 11,521,850.00
- Street Box CI Dia. 100 mm Bh 2.00 191,577.09 383,154.18
- Loose Flange Steel PN.10 Dia. 100 mm Bh 50.00 268,690.98 13,434,548.81
- Bend 900 Steel Dia. 100 mm Bh 4.00 395,575.00 1,582,300.00
- Tee Steel Dia. 100x100 mm Bh 4.00 2,980,986.50 11,923,946.00
- Blind Flange Steel Ø 100 mm Bh 2.00 307,625.00 615,250.00
- Wall Pipe Steel Dia. 100 mm (L = 70 cm) Bh 2.00 1,080,000.00 2,160,000.00
- Rubber Packing Ø 100 mm Bh 30.00 38,000.00 1,140,000.00
- Baut & mur M16 Bh 240.00 15,000.00 3,600,000.00
- Stainer CI Ø 100 mm Bh 2.00 1,115,575.00 2,231,150.00
3.3 Unit Peluap :
- Pipa GI SNI Dia. 100 mm M' 2.00 498,000.00 996,000.00
- Bend 900 Steel Dia. 100 mm Bh 2.00 395,575.00 791,150.00
- Wall Pipe Steel Dia. 100 mm (L = 70 cm) Bh 2.00 1,080,000.00 2,160,000.00
- Loose Flange Steel PN.10 Dia. 100 mm Bh 8.00 268,690.98 2,149,527.81
- Rubber Packing Ø 100 mm Bh 4.00 38,000.00 152,000.00
- Baut & mur M16 Bh 32.00 15,000.00 480,000.00
3.4 Unit Penguras :
- Pipa GI SNI Dia. 100 mm M' 12.00 498,000.00 5,976,000.00
- Pipa HDPE SNI Dia. 100 mm M' 60.00 230,349.18 13,820,950.74
- Stub Flange HDPE Dia. 100 mm Bh 1.00 491,375.00 491,375.00
- Wall Pipe Steel Dia. 100 mm (L = 70 cm) Bh 2.00 1,080,000.00 2,160,000.00
- Gate Valve CI Dia. 100 mm Bh 2.00 5,760,925.00 11,521,850.00
- Street Box CI Dia. 100 mm Bh 2.00 191,577.09 383,154.18
- Loose Flange Steel PN.10 Dia. 100 mm Bh 21.00 268,690.98 5,642,510.50
- Bend 900 Steel Dia. 100 mm Bh 2.00 395,575.00 791,150.00
- Tee Steel Dia. 100x100 mm Bh 1.00 2,980,986.50 2,980,986.50
- Rubber Packing Ø 100 mm Bh 13.00 38,000.00 494,000.00
- Baut & mur M16 Bh 104.00 15,000.00 1,560,000.00
Jumlah Sub III 149,285,339.36
IV Pekerjaan Lain - Lain
1 Anak Tangga Bh 4.00 573,774.02 2,295,096.07
2 Pembuatan tutup manhole (plat baja, t = 5 mm) uk. 80 x 80 cm Bh 4.00 1,105,067.90 4,420,271.58
3 Water Stop PVC (Lebar 20 Cm) m' 112.00 356,167.50 39,890,760.00
4 Saluran air hujan (b=20, h=30 cm) m' 65.00 197,790.11 12,856,357.02
5 Selasar beton tumbuk m3 3.00 846,667.84 2,540,003.52
6 Pengecatan tembok m2 266.40 50,687.40 13,503,123.36
7 Pengecatan besi m2 30.706 53,602.80 1,645,906.14
Jumlah Sub IV 77,151,517.69
Jumlah 1,215,525,002.32
HARGA SATUAN
NO. URAIAN PEKERJAAN SATUAN VOLUME JUMLAH HARGA (Rp.)
(Rp.)
HARGA SATUAN
NO. URAIAN PEKERJAAN SATUAN VOLUME JUMLAH HARGA (Rp.)
(Rp.)
1 Pekerjaan Tanah
Pengukuran dan pemasangan bouwplank M' 8.40 116,266.02 976,634.60
Galian tanah bangunan Bak Pengumpul M3 12.50 104,632.00 1,307,900.00
Pengurugan Tanah Kembali M3 5.00 39,358.00 196,790.00
Pembuangan Sisa Tanah Galian M3 7.50 34,430.00 258,225.00
Urugan Pasir t= 10 cm M3 0.62 308,660.00 192,603.84
2 Pekerjaan Beton
Lantai Kerja Beton 1 : 3 : 5 t= 5 cm M3 0.31 852,038.00 265,835.86
Lantai Bak Pengumpul Beton bertulang K-225 M3 1.87 4,744,854.94 8,882,368.44
Dinding Bak Pengumpul Beton bertulang K-225 M3 2.52 4,634,096.68 11,677,923.63
Atap Bak Pengumpul Beton bertulang K-225 M3 0.66 3,935,529.94 2,597,449.76
3 Pekerjaan Pengadaan & Pemasangan Perpipaan
- Pipa GI SNI Dia. 150 mm M' 30.00 777,500.00 23,325,000.00
- Wall Pipe Steel Dia. 150 mm (L = 70 cm) Bh 2.00 1,295,575.00 2,591,150.00
- Loose Flange Steel PN.10 Dia. 150 mm Bh 12.00 479,596.46 5,755,157.57
- Gate Valve CI Dia. 150 mm Bh 2.00 10,805,125.00 21,610,250.00
- Bend 900 Steel Dia. 150 mm Bh 1.00 959,575.00 959,575.00
- Rubber Packing Ø 150 mm Bh 8.00 64,000.00 512,000.00
- Baut & mur M20 Bh 96.00 17,000.00 1,632,000.00
4 Pekerjaan Lain
Anak Tangga Unit 1.00 573,774.02 573,774.02
Pembuatan tutup manhole (plat baja, t = 5 mm) uk. 80 x 80 cm Bh 1.00 1,105,067.90 1,105,067.90
Pengecatan Besi m2 28.71 53,602.80 1,538,936.39
Water Stop PVC (Lebar 20 Cm) M' 8.40 101,343.00 851,281.20
Jumlah 86,809,923.21
PEKERJAAN : BANGUNAN PRASEDIMENTASI
HARGA SATUAN
NO. URAIAN PEKERJAAN SATUAN VOLUME JUMLAH HARGA (Rp.)
(Rp.)
1 Pekerjaan Tanah
Pengukuran dan pemasangan bouwplank M' 28.20 116,266.02 3,278,701.88
Galian tanah bangunan Bak Pengumpul M3 84.66 104,632.00 8,857,768.44
Pengurugan Tanah Kembali M3 33.86 39,358.00 1,332,762.64
Pembuangan Sisa Tanah Galian M3 50.79 34,430.00 1,748,831.91
Urugan Pasir t= 10 cm M3 5.36 308,660.00 1,653,800.28
2 Pekerjaan Beton Bangunan Prasedimentasi
Lantai Kerja Beton 1 : 3 : 5 t= 5 cm M3 2.68 852,038.00 2,282,609.80
Lantai Beton bertulang K-225 M3 6.72 4,744,854.94 31,866,445.76
Dinding Beton bertulang K-225 M3 8.13 4,634,096.68 37,665,937.82
Pekerjaan Bangunan Chamber Penguras
Urugan Pasir t= 10 cm M3 0.24 308,660.00 74,695.72
Lantai Kerja Beton 1 : 3 : 5 t= 5 cm M3 0.12 852,038.00 103,096.60
Lantai Beton bertulang K-225 M3 0.48 4,744,854.94 2,296,509.79
Dinding Beton bertulang K-225 M3 0.27 4,634,096.68 1,251,206.10
3 Pekerjaan Pengadaan & Pemasangan Perpipaan
Pipa Input :
- Pipa GI SNI Dia. 150 mm M' 3.00 777,500.00 2,332,500.00
- Gate Valve CI Dia. 150 mm Bh 1.00 10,805,125.00 10,805,125.00
- Bend 900 Steel Dia. 150 mm Bh 3.00 959,575.00 2,878,725.00
- Loose Flange Steel PN.10 Dia. 150 mm Bh 11.00 479,596.46 5,275,561.11
- Rubber Packing Ø 150 mm Bh 6.00 64,000.00 384,000.00
- Baut & mur M20 Bh 48.00 17,000.00 816,000.00
Pipa Output :
- Pipa GI SNI Dia. 150 mm M' 3.00 777,500.00 2,332,500.00
- Wall Pipe Steel Dia. 150 mm (L = 70 cm) Bh 2.00 1,295,575.00 2,591,150.00
- Tee Steel Dia. 150x150 mm Bh 1.00 3,983,525.00 3,983,525.00
- Gate Valve CI Dia. 150 mm Bh 2.00 10,805,125.00 21,610,250.00
- Bend 900 Steel Dia. 150 mm Bh 3.00 959,575.00 2,878,725.00
- Loose Flange Steel PN.10 Dia. 150 mm Bh 18.00 479,596.46 8,632,736.36
- Rubber Packing Ø 150 mm Bh 11.00 64,000.00 704,000.00
- Baut & mur M20 Bh 88.00 17,000.00 1,496,000.00
Pipa Bypass :
- Pipa GI SNI Dia. 150 mm M' 30.00 777,500.00 23,325,000.00
- Gate Valve CI Dia. 150 mm Bh 1.00 10,805,125.00 10,805,125.00
- Bend 900 Steel Dia. 150 mm Bh 2.00 959,575.00 1,919,150.00
- Tee Steel Dia. 150x150 mm Bh 2.00 3,983,525.00 7,967,050.00
- Loose Flange Steel PN.10 Dia. 150 mm Bh 18.00 479,596.46 8,632,736.36
- Rubber Packing Ø 150 mm Bh 11.00 64,000.00 704,000.00
- Baut & mur M20 Bh 88.00 17,000.00 1,496,000.00
Pipa Wash Out :
- Pipa GI SNI Dia. 150 mm M' 24.00 777,500.00 18,660,000.00
- Wall Pipe Steel Dia. 150 mm (L = 70 cm) Bh 2.00 1,295,575.00 2,591,150.00
- Gate Valve CI Dia. 150 mm Bh 2.00 10,805,125.00 21,610,250.00
- Loose Flange Steel PN.10 Dia. 150 mm Bh 8.00 479,596.46 3,836,771.71
- Rubber Packing Ø 150 mm Bh 6.00 64,000.00 384,000.00
- Baut & mur M20 Bh 48.00 17,000.00 816,000.00
Pipa Wash Out : (Saluran Pembagi)
- Pipa GI SNI Dia. 75 mm M' 8.00 257,111.11 2,056,888.89
- Wall Pipe Steel Dia. 75 mm (L = 70 cm) Bh 2.00 922,515.00 1,845,030.00
- Gate Valve CI Dia. 75 mm Bh 1.00 4,735,045.00 4,735,045.00
- Bend 900 Steel Dia. 75 mm Bh 3.00 230,515.00 691,545.00
- Tee Steel Dia. 75x75 mm Bh 1.00 1,971,684.38 1,971,684.38
- Loose Flange Steel PN.10 Dia. 75 mm Bh 16.00 227,624.78 3,641,996.50
- Rubber Packing Ø 75 mm Bh 9.00 34,000.00 306,000.00
- Baut & mur M16 Bh 72.00 15,000.00 1,080,000.00
4 Pekerjaan Lain
Anak Tangga Unit 2.00 573,774.02 1,147,548.04
Pintu Air Unit 2.00 6,857,138.94 13,714,277.89
Pembuatan tutup manhole (plat baja, t = 5 mm) uk. 80 x 80 cm Bh 2.00 1,105,067.90 2,210,135.79
Pengecatan Besi m2 57.42 53,602.80 3,077,872.78
Water Stop PVC (Lebar 20 Cm) M' 28.20 101,343.00 2,857,872.60
Jumlah 301,216,294.12
PEKERJAAN : BANGUNAN RESERVOIR KAP. 50 M3
HARGA SATUAN
NO. URAIAN PEKERJAAN SATUAN VOLUME JUMLAH HARGA (Rp.)
(Rp.)
Pekerjaan Tanah
Pengukuran dan pemasangan bouwplank M' 22.00 116,266.02 2,557,852.53
Galian tanah bangunan Bak Pengumpul M3 42.00 104,632.00 4,394,544.00
Pengurugan Tanah Kembali M3 16.80 39,358.00 661,214.40
Pembuangan Sisa Tanah Galian M3 25.20 34,430.00 867,636.00
Urugan Pasir t= 10 cm M3 4.20 308,660.00 1,296,372.00
Pekerjaan Beton
Lantai Kerja Beton 1 : 3 : 5 M3 2.10 852,038.00 1,789,279.80
Lantai Reservoar Beton bertulang K-225 M3 7.64 4,744,854.94 36,241,202.01
Dinding Reservoar Beton bertulang K-225 M3 10.21 4,634,096.68 47,304,858.91
Atap Reservoar Beton bertulang K-225 M3 4.50 3,935,529.94 17,709,884.72
Sekat Aliran air Beton bertulang K-225 M3 2.20 4,634,096.68 10,195,012.70
Pekerjaan Pengadaan & Pemasangan Perpipaan
Pipa Input :
- Pipa GI SNI Dia. 150 mm M' 2.00 777,500.00 1,555,000.00
- Wall Pipe Steel Dia. 150 mm (L = 70 cm) Bh 1.00 1,295,575.00 1,295,575.00
- Loose Flange Steel PN.10 Dia. 150 mm Bh 2.00 479,596.46 959,192.93
- Rubber Packing Ø 150 mm Bh 1.00 64,000.00 64,000.00
- Baut & mur M20 Bh 8.00 17,000.00 136,000.00
Pipa Output :
- Pipa GI SNI Dia. 150 mm (interkoneksi pipa eksisting PLBN) M' 126.00 777,500.00 97,965,000.00
- Wall Pipe Steel Dia. 150 mm (L = 70 cm) Bh 1.00 1,295,575.00 1,295,575.00
- Gate Valve CI Dia. 150 mm Bh 2.00 10,805,125.00 21,610,250.00
- Bend 900 Steel Dia. 150 mm Bh 1.00 959,575.00 959,575.00
- Tee Steel Dia. 150x150 mm Bh 1.00 3,983,525.00 3,983,525.00
- Loose Flange Steel PN.10 Dia. 150 mm Bh 50.00 479,596.46 23,979,823.21
- Rubber Packing Ø 150 mm Bh 28.00 64,000.00 1,792,000.00
- Baut & mur M20 Bh 224.00 17,000.00 3,808,000.00
Pipa Over Flow & Wash Out :
- Pipa GI SNI Dia. 150 mm M' 12.00 777,500.00 9,330,000.00
- Wall Pipe Steel Dia. 150 mm (L = 70 cm) Bh 2.00 1,295,575.00 2,591,150.00
- Gate Valve CI Dia. 150 mm Bh 1.00 10,805,125.00 10,805,125.00
- Bend 900 Steel Dia. 100 mm Bh 1.00 959,575.00 959,575.00
- Tee Steel Dia. 150x150 mm Bh 1.00 3,983,525.00 3,983,525.00
- Loose Flange Steel PN.10 Dia. 150 mm M' 14.00 479,596.46 6,714,350.50
- Rubber Packing Ø 150 mm Bh 8.00 64,000.00 512,000.00
- Baut & mur M20 Bh 64.00 17,000.00 1,088,000.00
Pekerjaan Lain
Anak Tangga Unit 2.00 573,774.02 1,147,548.04
Pipa Ventilasi dia. 50 mm Unit 1.00 1,173,323.62 1,173,323.62
Pembuatan tutup manhole (plat baja, t = 5 mm) uk. 80 x 80 cm Unit 2.00 1,105,067.90 2,210,135.79
Pengecatan Besi M2 11.48 53,602.80 615,360.14
Water Stop PVC (Lebar 20 Cm) M' 22.00 101,343.00 2,229,546.00
Jumlah 325,781,012.30
PEKERJAAN : BANGUNAN RUMAH JAGA
HARGA SATUAN
NO. URAIAN PEKERJAAN SATUAN VOLUME JUMLAH HARGA (Rp.)
(Rp.)
A. PEKERJAAN PERSIAPAN
Pemasangan Bowplank m' 12.00 116,266.02 1,395,192.29
Galian Tanah Berbatu m3 11.59 150,500.00 1,744,596.00
Urugan Kembali m3 4.64 39,358.00 182,495.17
Buangan Tanah m3 6.96 34,430.00 239,467.54
Urugan Pasir t = 5 cm m3 0.22 308,660.00 69,139.84
Sub. Jumlah A 3,630,890.84
B. PEKERJAAN PASANGAN
Pasangan Aanstamping / Batu Kosong M3 1.12 352,020.00 394,262.40
Pasangan Pondasi Batukali (1 : 4) M3 4.76 1,071,510.00 5,100,387.60
Pasangan Bata Merah 1/2 Bata (1 : 4) M2 38.75 132,412.50 5,130,984.38
Plesteran Dinding Tebal 1,5 Cm (1 : 4) M2 77.50 94,748.50 7,343,008.75
Sub. Jumlah B 17,968,643.13
C. PEKERJAAN BETON
Pasangan Kolom Praktis Beton Bertulang (K225) M3 0.87 6,765,961.62 5,872,854.68
Pasangan Sloof Beton Bertulang (K225) M3 0.56 6,077,548.87 3,403,427.37
Pasangan Ring Balk Beton Bertulang (K225) M3 0.56 7,764,946.77 4,348,370.19
Pasangan atap beton bertulang (K225) M3 3.63 4,744,854.94 17,223,823.42
Pasangan lisplang beton bertulang (K225) M3 1.76 4,744,854.94 8,350,944.69
Sub. Jumlah C 39,199,420.35
D. PEKERJAAN LANTAI, KAYU & ATAP
Pasangan Plafon Triplek M2 30.25 168,147.70 5,086,467.93
Pasangan Keramik Lantai 30 x 30 cm M2 30.25 312,933.54 9,466,239.59
Pasangan Beton Rabat Lantai M3 1.51 846667.84 1,280,585.11
Pasangan Kusen Aluminium M 19.20 181,675.00 3,488,160.00
Pasangan Pintu Kayu Panel M2 5.60 1,056,280.40 5,915,170.24
Pasangan Jendela Kaca Rangka Aluminium M2 3.12 907,504.60 2,831,414.35
Pengecatan Dinding Tembok M2 77.50 50,313.00 3,899,257.50
Pemasangan Engsel Pintu Buah 4.00 81,309.00 325,236.00
Pemasangan Engsel Jendela Buah 4.00 35,085.00 140,340.00
pemasangan slot jendela Buah 2.00 84,596.00 169,192.00
Pemasangan Kunci Pintu Buah 2.00 319,961.00 639,922.00
Sub. Jumlah D 33,241,984.71
E. PEKERJAAN SANITER & AIR BERSIH
Septic tank unit 1.00 6,175,242.77 6,175,242.77
Pasangan Kloset Jongkok unit 1.00 860,356.12 860,356.12
Pemasangan Floor Drain unit 1.00 86,350.00 86,350.00
Pasang PIPA PVC TYPE AW DIA. 3/4" m' 6.00 19,092.00 114,552.00
Pasang PIPA PVC TYPE AW DIA. 3" m' 6.00 65,424.50 392,547.00
Pasang KRAN DIA. 3/4" ATAU 1/2" bh 2.00 111,954.00 223,908.00
Drainase Kecil
Pasangan Bata Merah 1/2 Bata (1 : 4) m2 6.30 132,412.50 834,198.75
Plesteran Dinding Tebal 1,5 Cm (1 : 4) m2 11.70 94,748.50 1,108,557.45
Pemasangan Buis Beton Diameter 30 - 100 CM m' 22.00 85,500.00 1,881,000.00
Sub. Jumlah E 11,676,712.09
TOTAL 105,717,651.12
SUMBER AIR BAKU HULU SUNGAI MADAK
HARGA SATUAN
NO. URAIAN PEKERJAAN SATUAN VOLUME JUMLAH HARGA (Rp.)
(Rp.)
HARGA SATUAN
NO. URAIAN PEKERJAAN SATUAN VOLUME (Rp.) JUMLAH HARGA (Rp.)
1 Pekerjaan Tanah
Pengukuran dan pemasangan bouwplank M' 8.40 116,266.02 976,634.60
Galian tanah bangunan Bak Pengumpul M3 12.50 104,632.00 1,307,900.00
Pengurugan Tanah Kembali M3 5.00 39,358.00 196,790.00
Pembuangan Sisa Tanah Galian M3 7.50 34,430.00 258,225.00
Urugan Pasir t= 10 cm M3 0.62 308,660.00 192,603.84
2 Pekerjaan Beton
Lantai Kerja Beton 1 : 3 : 5 t= 5 cm M3 0.31 852,038.00 265,835.86
Lantai Bak Pengumpul Beton bertulang K-225 M3 1.87 4,744,854.94 8,882,368.44
Dinding Bak Pengumpul Beton bertulang K-225 M3 2.52 4,634,096.68 11,677,923.63
Atap Bak Pengumpul Beton bertulang K-225 M3 0.66 3,935,529.94 2,597,449.76
3 Pekerjaan Pengadaan & Pemasangan Perpipaan
- Pipa GI SNI Dia. 150 mm M' 30.00 777,500.00 23,325,000.00
- Wall Pipe Steel Dia. 150 mm (L = 70 cm) Bh 2.00 1,295,575.00 2,591,150.00
- Loose Flange Steel PN.10 Dia. 150 mm Bh 12.00 479,596.46 5,755,157.57
- Gate Valve CI Dia. 150 mm Bh 2.00 10,805,125.00 21,610,250.00
- Bend 900 Steel Dia. 150 mm Bh 1.00 959,575.00 959,575.00
- Rubber Packing Ø 150 mm Bh 8.00 64,000.00 512,000.00
- Baut & mur M20 Bh 96.00 17,000.00 1,632,000.00
4 Pekerjaan Lain
Anak Tangga Unit 1.00 573,774.02 573,774.02
Pembuatan tutup manhole (plat baja, t = 5 mm) uk. 80 x 80 cm Bh 1.00 1,105,067.90 1,105,067.90
Pengecatan Besi m2 28.71 53,602.80 1,538,936.39
Water Stop PVC (Lebar 20 Cm) M' 8.40 101,343.00 851,281.20
Jumlah 86,809,923.21
PEKERJAAN : BANGUNAN PRASEDIMENTASI
HARGA SATUAN
NO. URAIAN PEKERJAAN SATUAN VOLUME JUMLAH HARGA (Rp.)
(Rp.)
1 Pekerjaan Tanah
Pengukuran dan pemasangan bouwplank M' 28.20 116,266.02 3,278,701.88
Galian tanah bangunan Bak Pengumpul M3 84.66 104,632.00 8,857,768.44
Pengurugan Tanah Kembali M3 33.86 39,358.00 1,332,762.64
Pembuangan Sisa Tanah Galian M3 50.79 34,430.00 1,748,831.91
Urugan Pasir t= 10 cm M3 5.36 308,660.00 1,653,800.28
2 Pekerjaan Beton Bangunan Prasedimentasi
Lantai Kerja Beton 1 : 3 : 5 t= 5 cm M3 2.68 852,038.00 2,282,609.80
Lantai Beton bertulang K-225 M3 6.72 4,744,854.94 31,866,445.76
Dinding Beton bertulang K-225 M3 8.13 4,634,096.68 37,665,937.82
Pekerjaan Bangunan Chamber Penguras
Urugan Pasir t= 10 cm M3 0.24 308,660.00 74,695.72
Lantai Kerja Beton 1 : 3 : 5 t= 5 cm M3 0.12 852,038.00 103,096.60
Lantai Beton bertulang K-225 M3 0.48 4,744,854.94 2,296,509.79
Dinding Beton bertulang K-225 M3 0.27 4,634,096.68 1,251,206.10
3 Pekerjaan Pengadaan & Pemasangan Perpipaan
Pipa Input :
- Pipa GI SNI Dia. 150 mm M' 3.00 777,500.00 2,332,500.00
- Gate Valve CI Dia. 150 mm Bh 1.00 10,805,125.00 10,805,125.00
- Bend 900 Steel Dia. 150 mm Bh 3.00 959,575.00 2,878,725.00
- Loose Flange Steel PN.10 Dia. 150 mm Bh 11.00 479,596.46 5,275,561.11
- Rubber Packing Ø 150 mm Bh 6.00 64,000.00 384,000.00
- Baut & mur M20 Bh 48.00 17,000.00 816,000.00
Pipa Output :
- Pipa GI SNI Dia. 150 mm M' 3.00 777,500.00 2,332,500.00
- Wall Pipe Steel Dia. 150 mm (L = 70 cm) Bh 2.00 1,295,575.00 2,591,150.00
- Tee Steel Dia. 150x150 mm Bh 1.00 3,983,525.00 3,983,525.00
- Gate Valve CI Dia. 150 mm Bh 2.00 10,805,125.00 21,610,250.00
- Bend 900 Steel Dia. 150 mm Bh 3.00 959,575.00 2,878,725.00
- Loose Flange Steel PN.10 Dia. 150 mm Bh 18.00 479,596.46 8,632,736.36
- Rubber Packing Ø 150 mm Bh 11.00 64,000.00 704,000.00
- Baut & mur M20 Bh 88.00 17,000.00 1,496,000.00
Pipa Bypass :
- Pipa GI SNI Dia. 150 mm M' 48.00 777,500.00 37,320,000.00
- Gate Valve CI Dia. 150 mm Bh 1.00 10,805,125.00 10,805,125.00
- Bend 900 Steel Dia. 150 mm Bh 2.00 959,575.00 1,919,150.00
- Tee Steel Dia. 150x150 mm Bh 2.00 3,983,525.00 7,967,050.00
- Loose Flange Steel PN.10 Dia. 150 mm Bh 18.00 479,596.46 8,632,736.36
- Rubber Packing Ø 150 mm Bh 11.00 64,000.00 704,000.00
- Baut & mur M20 Bh 88.00 17,000.00 1,496,000.00
Pipa Wash Out :
- Pipa GI SNI Dia. 150 mm M' 24.00 777,500.00 18,660,000.00
- Wall Pipe Steel Dia. 150 mm (L = 70 cm) Bh 2.00 1,295,575.00 2,591,150.00
- Gate Valve CI Dia. 150 mm Bh 2.00 10,805,125.00 21,610,250.00
- Loose Flange Steel PN.10 Dia. 150 mm Bh 8.00 479,596.46 3,836,771.71
- Rubber Packing Ø 150 mm Bh 6.00 64,000.00 384,000.00
- Baut & mur M20 Bh 48.00 17,000.00 816,000.00
Pipa Wash Out : (Saluran Pembagi)
- Pipa GI SNI Dia. 75 mm M' 8.00 257,111.11 2,056,888.89
- Wall Pipe Steel Dia. 75 mm (L = 70 cm) Bh 2.00 922,515.00 1,845,030.00
- Gate Valve CI Dia. 75 mm Bh 1.00 4,735,045.00 4,735,045.00
- Bend 900 Steel Dia. 75 mm Bh 3.00 230,515.00 691,545.00
- Tee Steel Dia. 75x75 mm Bh 1.00 1,971,684.38 1,971,684.38
- Loose Flange Steel PN.10 Dia. 75 mm Bh 16.00 227,624.78 3,641,996.50
- Rubber Packing Ø 75 mm Bh 9.00 34,000.00 306,000.00
- Baut & mur M16 Bh 72.00 15,000.00 1,080,000.00
4 Pekerjaan Lain
Anak Tangga Unit 2.00 573,774.02 1,147,548.04
Pintu Air Unit 2.00 6,857,138.94 13,714,277.89
Pembuatan tutup manhole (plat baja, t = 5 mm) uk. 80 x 80 cm Bh 2.00 1,105,067.90 2,210,135.79
Pengecatan Besi m2 57.42 53,602.80 3,077,872.78
Water Stop PVC (Lebar 20 Cm) M' 28.20 101,343.00 2,857,872.60
Jumlah 315,211,294.12
HARGA SATUAN
NO. URAIAN PEKERJAAN SATUAN VOLUME JUMLAH HARGA (Rp.)
(Rp.)
Pekerjaan Tanah
Pengukuran dan pemasangan bouwplank M' 22.00 116,266.02 2,557,852.53
Galian tanah bangunan Bak Pengumpul M3 42.00 104,632.00 4,394,544.00
Pengurugan Tanah Kembali M3 16.80 39,358.00 661,214.40
Pembuangan Sisa Tanah Galian M3 25.20 34,430.00 867,636.00
Urugan Pasir t= 10 cm M3 4.20 308,660.00 1,296,372.00
Pekerjaan Beton
Lantai Kerja Beton 1 : 3 : 5 M3 2.10 852,038.00 1,789,279.80
Lantai Reservoar Beton bertulang K-225 M3 7.64 4,744,854.94 36,241,202.01
Dinding Reservoar Beton bertulang K-225 M3 10.21 4,634,096.68 47,304,858.91
Atap Reservoar Beton bertulang K-225 M3 4.50 3,935,529.94 17,709,884.72
Sekat Aliran air Beton bertulang K-225 M3 2.20 4,634,096.68 10,195,012.70
Pekerjaan Pengadaan & Pemasangan Perpipaan
Pipa Input :
- Pipa GI SNI Dia. 150 mm M' 2.00 777,500.00 1,555,000.00
- Wall Pipe Steel Dia. 150 mm (L = 70 cm) Bh 1.00 1,295,575.00 1,295,575.00
- Loose Flange Steel PN.10 Dia. 150 mm Bh 2.00 479,596.46 959,192.93
- Rubber Packing Ø 150 mm Bh 1.00 64,000.00 64,000.00
- Baut & mur M20 Bh 8.00 17,000.00 136,000.00
Pipa Output :
- Pipa GI SNI Dia. 150 mm M' 66.00 777,500.00 51,315,000.00
- Wall Pipe Steel Dia. 150 mm (L = 70 cm) Bh 1.00 1,295,575.00 1,295,575.00
- Gate Valve CI Dia. 150 mm Bh 1.00 10,805,125.00 10,805,125.00
- Bend 221/20 Steel Dia. 150 mm Bh 1.00 509,423.00 509,423.00
- Loose Flange Steel PN.10 Dia. 150 mm Bh 6.00 479,596.46 2,877,578.79
- Rubber Packing Ø 150 mm Bh 4.00 64,000.00 256,000.00
- Baut & mur M20 Bh 32.00 17,000.00 544,000.00
Pipa Over Flow & Wash Out :
- Pipa GI SNI Dia. 150 mm M' 12.00 777,500.00 9,330,000.00
- Wall Pipe Steel Dia. 150 mm (L = 70 cm) Bh 2.00 1,295,575.00 2,591,150.00
- Gate Valve CI Dia. 150 mm Bh 1.00 10,805,125.00 10,805,125.00
- Bend 900 Steel Dia. 100 mm Bh 1.00 959,575.00 959,575.00
- Tee Steel Dia. 150x150 mm Bh 1.00 3,983,525.00 3,983,525.00
- Loose Flange Steel PN.10 Dia. 150 mm M' 14.00 479,596.46 6,714,350.50
- Rubber Packing Ø 150 mm Bh 8.00 64,000.00 512,000.00
- Baut & mur M20 Bh 64.00 17,000.00 1,088,000.00
Pekerjaan Lain
Anak Tangga Unit 2.00 573,774.02 1,147,548.04
Pipa Ventilasi dia. 50 mm Unit 1.00 1,173,323.62 1,173,323.62
Pembuatan tutup manhole (plat baja, t = 5 mm) uk. 80 x 80 cm Unit 2.00 1,105,067.90 2,210,135.79
Pengecatan Besi M2 11.48 53,602.80 615,360.14
Water Stop PVC (Lebar 20 Cm) M' 22.00 101,343.00 2,229,546.00
Jumlah 237,989,965.88
PEKERJAAN : BANGUNAN RUMAH JAGA
HARGA SATUAN
NO. URAIAN PEKERJAAN SATUAN VOLUME JUMLAH HARGA (Rp.)
(Rp.)
A. PEKERJAAN PERSIAPAN
Pemasangan Bowplank m' 12.00 116,266.02 1,395,192.29
Galian Tanah Berbatu m3 11.59 150,500.00 1,744,596.00
Urugan Kembali m3 4.64 39,358.00 182,495.17
Buangan Tanah m3 6.96 34,430.00 239,467.54
Urugan Pasir t = 5 cm m3 0.22 308,660.00 69,139.84
Sub. Jumlah A 3,630,890.84
B. PEKERJAAN PASANGAN
Pasangan Aanstamping / Batu Kosong M3 1.12 352,020.00 394,262.40
Pasangan Pondasi Batukali (1 : 4) M3 4.76 1,071,510.00 5,100,387.60
Pasangan Bata Merah 1/2 Bata (1 : 4) M2 38.75 132,412.50 5,130,984.38
Plesteran Dinding Tebal 1,5 Cm (1 : 4) M2 77.50 94,748.50 7,343,008.75
Sub. Jumlah B 17,968,643.13
C. PEKERJAAN BETON
Pasangan Kolom Praktis Beton Bertulang (K225) M3 0.87 6,765,961.62 5,872,854.68
Pasangan Sloof Beton Bertulang (K225) M3 0.56 6,077,548.87 3,403,427.37
Pasangan Ring Balk Beton Bertulang (K225) M3 0.56 7,764,946.77 4,348,370.19
Pasangan atap beton bertulang (K225) M3 3.63 4,744,854.94 17,223,823.42
Pasangan lisplang beton bertulang (K225) M3 1.76 4,744,854.94 8,350,944.69
Sub. Jumlah C 39,199,420.35
D. PEKERJAAN LANTAI, KAYU & ATAP
Pasangan Plafon Triplek M2 30.25 168,147.70 5,086,467.93
Pasangan Keramik Lantai 30 x 30 cm M2 30.25 312,933.54 9,466,239.59
Pasangan Beton Rabat Lantai M3 1.51 846,667.84 1,280,585.11
Pasangan Kusen Aluminium M 19.20 181,675.00 3,488,160.00
Pasangan Pintu Kayu Panel M2 5.60 1,056,280.40 5,915,170.24
Pasangan Jendela Kaca Rangka Aluminium M2 3.12 907,504.60 2,831,414.35
Pengecatan Dinding Tembok M2 77.50 50,313.00 3,899,257.50
Pemasangan Engsel Pintu Buah 4.00 81,309.00 325,236.00
Pemasangan Engsel Jendela Buah 4.00 35,085.00 140,340.00
pemasangan slot jendela Buah 2.00 84,596.00 169,192.00
Pemasangan Kunci Pintu Buah 2.00 319,961.00 639,922.00
Sub. Jumlah D 33,241,984.71
E. PEKERJAAN SANITER & AIR BERSIH
Septic tank unit 1.00 6,175,242.77 6,175,242.77
Pasangan Kloset Jongkok unit 1.00 860,356.12 860,356.12
Pemasangan Floor Drain unit 1.00 86,350.00 86,350.00
Pasang PIPA PVC TYPE AW DIA. 3/4" m' 6.00 19,092.00 114,552.00
Pasang PIPA PVC TYPE AW DIA. 3" m' 6.00 65,424.50 392,547.00
Pasang KRAN DIA. 3/4" ATAU 1/2" bh 2.00 111,954.00 223,908.00
Drainase Kecil
Pasangan Bata Merah 1/2 Bata (1 : 4) m2 6.30 132,412.50 834,198.75
Plesteran Dinding Tebal 1,5 Cm (1 : 4) m2 11.70 94,748.50 1,108,557.45
Pemasangan Buis Beton Diameter 30 - 100 CM m' 22.00 85,500.00 1,881,000.00
Sub. Jumlah E 11,676,712.09
TOTAL 105,717,651.12
SUMBER AIR BAKU HULU SUNGAI PECENGAL
PEKERJAAN : BANGUNAN INTAKE BENDUNG & BAK PENGUMPUL (Lebar Sungai = 5m)
HARGA SATUAN
NO. URAIAN PEKERJAAN SATUAN VOLUME JUMLAH HARGA (Rp.)
(Rp.)
I. BAK PENGUMPUL
Pekerjaan Tanah
Pengukuran dan pemasangan bouwplank M' 8.40 116,266.02 976,634.60
Galian tanah bangunan Bak Pengumpul M3 12.50 104,632.00 1,307,900.00
Pengurugan Tanah Kembali M3 5.00 39,358.00 196,790.00
Pembuangan Sisa Tanah Galian M3 7.50 34,430.00 258,225.00
Urugan Pasir t= 10 cm M3 0.62 308,660.00 192,603.84
Pekerjaan Beton
Lantai Kerja Beton 1 : 3 : 5 t= 5 cm M3 0.31 852,038.00 265,835.86
Lantai Bak Pengumpul Beton bertulang K-225 M3 1.87 4,744,854.94 8,882,368.44
Dinding Bak Pengumpul Beton bertulang K-225 M3 2.52 4,634,096.68 11,677,923.63
Atap Bak Pengumpul Beton bertulang K-225 M3 0.66 3,935,529.94 2,597,449.76
Pekerjaan Pengadaan & Pemasangan Perpipaan
- Pipa GI SNI Dia. 150 mm M' 30.00 777,500.00 23,325,000.00
- Wall Pipe Steel Dia. 150 mm (L = 70 cm) Bh 2.00 1,295,575.00 2,591,150.00
- Loose Flange Steel PN.10 Dia. 150 mm Bh 12.00 479,596.46 5,755,157.57
- Gate Valve CI Dia. 150 mm Bh 2.00 10,805,125.00 21,610,250.00
- Bend 900 Steel Dia. 150 mm Bh 1.00 959,575.00 959,575.00
- Rubber Packing Ø 150 mm Bh 8.00 64,000.00 512,000.00
- Baut & mur M20 Bh 96.00 17,000.00 1,632,000.00
Pekerjaan Lain
Anak Tangga Unit 1.00 573,774.02 573,774.02
Pembuatan tutup manhole (plat baja, t = 5 mm) uk. 80 x 80 cm Bh 1.00 1,105,067.90 1,105,067.90
Pengecatan Besi m2 28.71 53,602.80 1,538,936.39
Water Stop PVC (Lebar 20 Cm) M' 8.40 101,343.00 851,281.20
Jumlah Sub 1 86,809,923.21
HARGA SATUAN
NO. URAIAN PEKERJAAN SATUAN VOLUME (Rp.) JUMLAH HARGA (Rp.)
1 Pekerjaan Tanah
Pengukuran dan pemasangan bouwplank M' 28.20 116,266.02 3,278,701.88
Galian tanah bangunan Bak Pengumpul M3 84.66 104,632.00 8,857,768.44
Pengurugan Tanah Kembali M3 33.86 39,358.00 1,332,762.64
Pembuangan Sisa Tanah Galian M3 50.79 34,430.00 1,748,831.91
Urugan Pasir t= 10 cm M3 5.36 308,660.00 1,653,800.28
2 Pekerjaan Beton Bangunan Prasedimentasi
Lantai Kerja Beton 1 : 3 : 5 t= 5 cm M3 2.68 852,038.00 2,282,609.80
Lantai Beton bertulang K-225 M3 6.72 4,744,854.94 31,866,445.76
Dinding Beton bertulang K-225 M3 8.13 4,634,096.68 37,665,937.82
Pekerjaan Bangunan Chamber Penguras
Urugan Pasir t= 10 cm M3 0.24 308,660.00 74,695.72
Lantai Kerja Beton 1 : 3 : 5 t= 5 cm M3 0.12 852,038.00 103,096.60
Lantai Beton bertulang K-225 M3 0.48 4,744,854.94 2,296,509.79
Dinding Beton bertulang K-225 M3 0.27 4,634,096.68 1,251,206.10
3 Pekerjaan Pengadaan & Pemasangan Perpipaan
Pipa Input :
- Pipa GI SNI Dia. 150 mm M' 18.00 777,500.00 13,995,000.00
- Gate Valve CI Dia. 150 mm Bh 1.00 10,805,125.00 10,805,125.00
- Bend 900 Steel Dia. 150 mm Bh 3.00 959,575.00 2,878,725.00
- Loose Flange Steel PN.10 Dia. 150 mm Bh 11.00 479,596.46 5,275,561.11
- Rubber Packing Ø 150 mm Bh 6.00 64,000.00 384,000.00
- Baut & mur M20 Bh 48.00 17,000.00 816,000.00
Pipa Output :
- Pipa GI SNI Dia. 150 mm M' 30.00 777,500.00 23,325,000.00
- Wall Pipe Steel Dia. 150 mm (L = 70 cm) Bh 2.00 1,295,575.00 2,591,150.00
- Tee Steel Dia. 150x150 mm Bh 1.00 3,983,525.00 3,983,525.00
- Gate Valve CI Dia. 150 mm Bh 2.00 10,805,125.00 21,610,250.00
- Bend 900 Steel Dia. 150 mm Bh 3.00 959,575.00 2,878,725.00
- Loose Flange Steel PN.10 Dia. 150 mm Bh 18.00 479,596.46 8,632,736.36
- Rubber Packing Ø 150 mm Bh 11.00 64,000.00 704,000.00
- Baut & mur M20 Bh 88.00 17,000.00 1,496,000.00
Pipa Bypass :
- Pipa GI SNI Dia. 150 mm M' 30.00 777,500.00 23,325,000.00
- Gate Valve CI Dia. 150 mm Bh 1.00 10,805,125.00 10,805,125.00
- Bend 900 Steel Dia. 150 mm Bh 2.00 959,575.00 1,919,150.00
- Tee Steel Dia. 150x150 mm Bh 2.00 3,983,525.00 7,967,050.00
- Loose Flange Steel PN.10 Dia. 150 mm Bh 18.00 479,596.46 8,632,736.36
- Rubber Packing Ø 150 mm Bh 11.00 64,000.00 704,000.00
- Baut & mur M20 Bh 88.00 17,000.00 1,496,000.00
Pipa Wash Out :
- Pipa GI SNI Dia. 150 mm M' 24.00 777,500.00 18,660,000.00
- Wall Pipe Steel Dia. 150 mm (L = 70 cm) Bh 2.00 1,295,575.00 2,591,150.00
- Gate Valve CI Dia. 150 mm Bh 2.00 10,805,125.00 21,610,250.00
- Loose Flange Steel PN.10 Dia. 150 mm Bh 8.00 479,596.46 3,836,771.71
- Rubber Packing Ø 150 mm Bh 6.00 64,000.00 384,000.00
- Baut & mur M20 Bh 48.00 17,000.00 816,000.00
Pipa Wash Out : (Saluran Pembagi)
- Pipa GI SNI Dia. 75 mm M' 8.00 257,111.11 2,056,888.89
- Wall Pipe Steel Dia. 75 mm (L = 70 cm) Bh 2.00 922,515.00 1,845,030.00
- Gate Valve CI Dia. 75 mm Bh 1.00 4,735,045.00 4,735,045.00
- Bend 900 Steel Dia. 75 mm Bh 3.00 230,515.00 691,545.00
- Tee Steel Dia. 75x75 mm Bh 1.00 1,971,684.38 1,971,684.38
- Loose Flange Steel PN.10 Dia. 75 mm Bh 16.00 227,624.78 3,641,996.50
- Rubber Packing Ø 75 mm Bh 9.00 34,000.00 306,000.00
- Baut & mur M16 Bh 72.00 15,000.00 1,080,000.00
4 Pekerjaan Lain
Anak Tangga Unit 2.00 573,774.02 1,147,548.04
Pintu Air Unit 2.00 6,857,138.94 13,714,277.89
Pembuatan tutup manhole (plat baja, t = 5 mm) uk. 80 x 80 cm Bh 2.00 1,105,067.90 2,210,135.79
Pengecatan Besi m2 57.42 53,602.80 3,077,872.78
Water Stop PVC (Lebar 20 Cm) M' 28.20 101,343.00 2,857,872.60
Jumlah 333,871,294.12
PEKERJAAN : BANGUNAN RESERVOIR KAP. 50 M3
HARGA SATUAN
NO. URAIAN PEKERJAAN SATUAN VOLUME (Rp.) JUMLAH HARGA (Rp.)
Pekerjaan Tanah
Pengukuran dan pemasangan bouwplank M' 22.00 116,266.02 2,557,852.53
Galian tanah bangunan Bak Pengumpul M3 42.00 104,632.00 4,394,544.00
Pengurugan Tanah Kembali M3 16.80 39,358.00 661,214.40
Pembuangan Sisa Tanah Galian M3 25.20 34,430.00 867,636.00
Urugan Pasir t= 10 cm M3 4.20 308,660.00 1,296,372.00
Pekerjaan Beton -
Lantai Kerja Beton 1 : 3 : 5 M3 2.10 852,038.00 1,789,279.80
Lantai Reservoar Beton bertulang K-225 M3 7.64 4,744,854.94 36,241,202.01
Dinding Reservoar Beton bertulang K-225 M3 10.21 4,634,096.68 47,304,858.91
Atap Reservoar Beton bertulang K-225 M3 4.50 3,935,529.94 17,709,884.72
Sekat Aliran air Beton bertulang K-225 M3 2.20 4,634,096.68 10,195,012.70
Pekerjaan Pengadaan & Pemasangan Perpipaan -
Pipa Input : -
- Pipa GI SNI Dia. 150 mm M' 2.00 777,500.00 1,555,000.00
- Wall Pipe Steel Dia. 150 mm (L = 70 cm) Bh 1.00 1,295,575.00 1,295,575.00
- Loose Flange Steel PN.10 Dia. 150 mm Bh 2.00 479,596.46 959,192.93
- Rubber Packing Ø 150 mm Bh 1.00 64,000.00 64,000.00
- Baut & mur M20 Bh 8.00 17,000.00 136,000.00
Pipa Output :
- Pipa GI SNI Dia. 150 mm M' 1.00 777,500.00 777,500.00
- Pipa GI SNI Dia. 100 mm M' 36.00 498,000.00 17,928,000.00
- Reducer Dia. 150x100 mm Bh 1.00 492,765.00 492,765.00
- Wall Pipe Steel Dia. 150 mm (L = 70 cm) Bh 1.00 1,295,575.00 1,295,575.00
- Gate Valve CI Dia. 150 mm Bh 1.00 10,805,125.00 10,805,125.00
- Bend 221/20 Steel Dia. 100 mm Bh 1.00 384,735.00 384,735.00
- Loose Flange Steel PN.10 Dia. 100 mm Bh 5.00 267,785.00 1,338,925.00
- Loose Flange Steel PN.10 Dia. 150 mm Bh 6.00 479,596.46 2,877,578.79
- Rubber Packing Ø 100 mm Bh 3.00 38,000.00 114,000.00
- Rubber Packing Ø 150 mm Bh 3.00 64,000.00 192,000.00
- Baut & mur M16 Bh 24.00 15,000.00 360,000.00
- Baut & mur M20 Bh 24.00 17,000.00 408,000.00
Pipa Over Flow & Wash Out :
- Pipa GI SNI Dia. 150 mm M' 12.00 777,500.00 9,330,000.00
- Wall Pipe Steel Dia. 150 mm (L = 70 cm) Bh 2.00 1,295,575.00 2,591,150.00
- Gate Valve CI Dia. 150 mm Bh 1.00 10,805,125.00 10,805,125.00
- Bend 900 Steel Dia. 100 mm Bh 1.00 959,575.00 959,575.00
- Tee Steel Dia. 150x150 mm Bh 1.00 3,983,525.00 3,983,525.00
- Loose Flange Steel PN.10 Dia. 150 mm M' 14.00 479,596.46 6,714,350.50
- Rubber Packing Ø 150 mm Bh 8.00 64,000.00 512,000.00
- Baut & mur M20 Bh 64.00 17,000.00 1,088,000.00
Pekerjaan Lain
Anak Tangga Unit 2.00 573,774.02 1,147,548.04
Pipa Ventilasi dia. 50 mm Unit 1.00 1,173,323.62 1,173,323.62
Pembuatan tutup manhole (plat baja, t = 5 mm) uk. 80 x 80 cm Unit 2.00 1,105,067.90 2,210,135.79
Pengecatan Besi M2 11.48 53,602.80 615,360.14
Water Stop PVC (Lebar 20 Cm) M' 22.00 101,343.00 2,229,546.00
Jumlah 207,361,467.88
PEKERJAAN : BANGUNAN RUMAH JAGA
HARGA SATUAN
NO. URAIAN PEKERJAAN SATUAN VOLUME JUMLAH HARGA (Rp.)
(Rp.)
A. PEKERJAAN PERSIAPAN
Pemasangan Bowplank m' 12.00 116,266.02 1,395,192.29
Galian Tanah Berbatu m3 11.59 150,500.00 1,744,596.00
Urugan Kembali m3 4.64 39,358.00 182,495.17
Buangan Tanah m3 6.96 34,430.00 239,467.54
Urugan Pasir t = 5 cm m3 0.22 308,660.00 69,139.84
Sub. Jumlah A 3,630,890.84
B. PEKERJAAN PASANGAN
Pasangan Aanstamping / Batu Kosong M3 1.12 352,020.00 394,262.40
Pasangan Pondasi Batukali (1 : 4) M3 4.76 1,071,510.00 5,100,387.60
Pasangan Bata Merah 1/2 Bata (1 : 4) M2 38.75 132,412.50 5,130,984.38
Plesteran Dinding Tebal 1,5 Cm (1 : 4) M2 77.50 94,748.50 7,343,008.75
Sub. Jumlah B 17,968,643.13
C. PEKERJAAN BETON
Pasangan Kolom Praktis Beton Bertulang (K225) M3 0.87 6,765,961.62 5,872,854.68
Pasangan Sloof Beton Bertulang (K225) M3 0.56 6,077,548.87 3,403,427.37
Pasangan Ring Balk Beton Bertulang (K225) M3 0.56 7,764,946.77 4,348,370.19
Pasangan atap beton bertulang (K225) M3 3.63 4,744,854.94 17,223,823.42
Pasangan lisplang beton bertulang (K225) M3 1.76 4,744,854.94 8,350,944.69
Sub. Jumlah C 39,199,420.35
D. PEKERJAAN LANTAI, KAYU & ATAP
Pasangan Plafon Triplek M2 30.25 168,147.70 5,086,467.93
Pasangan Keramik Lantai 30 x 30 cm M2 30.25 312,933.54 9,466,239.59
Pasangan Beton Rabat Lantai M3 1.51 846,667.84 1,280,585.11
Pasangan Kusen Aluminium M 19.20 181,675.00 3,488,160.00
Pasangan Pintu Kayu Panel M2 5.60 1,056,280.40 5,915,170.24
Pasangan Jendela Kaca Rangka Aluminium M2 3.12 907,504.60 2,831,414.35
Pengecatan Dinding Tembok M2 77.50 50,313.00 3,899,257.50
Pemasangan Engsel Pintu Buah 4.00 81,309.00 325,236.00
Pemasangan Engsel Jendela Buah 4.00 35,085.00 140,340.00
pemasangan slot jendela Buah 2.00 84,596.00 169,192.00
Pemasangan Kunci Pintu Buah 2.00 319,961.00 639,922.00
Sub. Jumlah D 33,241,984.71
E. PEKERJAAN SANITER & AIR BERSIH
Septic tank unit 1.00 6,175,242.77 6,175,242.77
Pasangan Kloset Jongkok unit 1.00 860,356.12 860,356.12
Pemasangan Floor Drain unit 1.00 86,350.00 86,350.00
Pasang PIPA PVC TYPE AW DIA. 3/4" m' 6.00 19,092.00 114,552.00
Pasang PIPA PVC TYPE AW DIA. 3" m' 6.00 65,424.50 392,547.00
Pasang KRAN DIA. 3/4" ATAU 1/2" bh 2.00 111,954.00 223,908.00
Drainase Kecil
Pasangan Bata Merah 1/2 Bata (1 : 4) m2 6.30 132,412.50 834,198.75
Plesteran Dinding Tebal 1,5 Cm (1 : 4) m2 11.70 94,748.50 1,108,557.45
Pemasangan Buis Beton Diameter 30 - 100 CM m' 22.00 85,500.00 1,881,000.00
Sub. Jumlah E 11,676,712.09
TOTAL 105,717,651.12
PEKERJAAN : SAMBUNGAN RUMAH (SR)
HARGA SATUAN
NO. URAIAN PEKERJAAN SATUAN VOLUME JUMLAH HARGA (Rp.)
(Rp.)
HARGA SATUAN
NO. URAIAN PEKERJAAN SATUAN VOLUME JUMLAH HARGA (Rp.)
(Rp.)
A. PEKERJAAN PERSIAPAN
Pemasangan Bowplank m' 14.00 116,266.02 1,627,724.34
Galian Tanah Berbatu m3 6.62 150,500.00 996,912.00
Urugan Kembali m3 2.65 39,358.00 104,282.96
Buangan Tanah m3 3.97 34,430.00 136,838.59
Urugan Pasir t = 5 cm m3 0.13 308,660.00 39,508.48
Sub. Jumlah A 2,905,266.36
B. PEKERJAAN PASANGAN
Pasangan Aanstamping / Batu Kosong M3 0.38 352,020.00 135,175.68
Pasangan Pondasi Batukali (1 : 4) M3 1.28 1,071,510.00 1,371,532.80
Pasangan Bata Merah 1/2 Bata (1 : 4) M2 38.00 132,412.50 5,031,807.41
Plesteran Dinding Tebal 1,5 Cm (1 : 4) M2 76.00 94,748.50 7,201,075.50
Sub. Jumlah B 13,739,591.39
C. PEKERJAAN BETON
Pasangan Kolom Praktis Beton Bertulang (K225) M3 0.28 6,765,961.62 1,887,703.29
Pasangan Sloof Beton Bertulang (K225) M3 0.63 6,077,548.87 3,828,855.79
Pasangan Ring Balk Beton Bertulang (K225) M3 0.63 7,764,946.77 4,891,916.46
Sub. Jumlah C 10,608,475.54
D. PEKERJAAN LANTAI, KAYU & ATAP
Konstruksi Atap Baja Ringan m2 73.36 225,000.00 16,506,000.00
Genteng Keramik m2 18.34 299,063.27 5,484,820.41
Bubungan Genteng Keramik m 8.06 480,617.78 3,875,701.81
Listplank 2/30 m' 24.00 80,000.00 1,920,000.00
Pasangan Plafon Triplek M2 35.75 168,147.70 6,011,280.28
Pasangan Keramik Lantai 30 x 30 cm M2 30.25 283,747.50 8,583,361.88
Pasir Urug t = 15 cm M3 5.36 308,660.00 1,655,189.25
Pasangan Beton Rabat Lantai t = 15 cm M3 5.36 846,667.84 4,540,256.29
Pasangan Kusen Kayu class 1 M3 0.31 11,036,545.00 3,432,806.96
Pasangan Pintu Kayu Panel M2 1.60 1,056,280.40 1,690,048.64
Pasangan Jendela/pintu Kaca rangka kayu M2 0.08 18,747,057.00 1,554,955.90
Pengecatan Dinding Tembok M2 76.00 50,687.40 3,852,343.77
Pemasangan Engsel Pintu Buah 3.00 81,309.00 243,927.00
Pemasangan Engsel Jendela Buah 6.00 35,085.00 210,510.00
pemasangan slot jendela Buah 3.00 84,596.00 253,788.00
Pemasangan Kunci Pintu Buah 1.00 319,961.00 319,961.00
Sub. Jumlah D 60,134,951.18
E. PEKERJAAN LISTRIK & DRAINASE
Pengadaan dan Pemasangan Panel LP. Pos Jaga unit 1.00 226,663.25 226,663.25
Pengadaan dan Pemasangan Lampu TK0 TL 1x36 Watt titik 1.00 699,545.00 699,545.00
Pengadaaan dan Pemasangan lampu SL 18 Watt titik 4.00 510,394.50 2,041,578.00
Pengadaan dan Pemasangan pasang stop kontak 1 Phase titik 3.00 492,338.00 1,477,014.00
Pengadaan dan Pemasangan Saklar Ganda titik 2.00 463,362.90 926,725.80
Pengadaan dan Pemasangan Saklar Tunggal titik 1.00 436,412.90 436,412.90
Drainase Kecil
Pasangan Bata Merah 1/2 Bata (1 : 4) m2 22.80 132,412.50 3,019,005.00
Plesteran Dinding Tebal 1,5 Cm (1 : 4) m2 30.00 94,748.50 2,842,455.00
Pemasangan Buis Beton Diameter 30 - 100 CM m' 24.00 85,500.00 2,052,000.00
Sub. Jumlah E 13,721,398.95
TOTAL 101,109,683.42
RENCANA ANGGARAN BIAYA ADENDUM I
HARGA PENAWARAN PEKERJAAN TAMBAH PEKERJAAN KURANG ADDENDUM KONTRAK
III. PERSAMPAHAN
12 Pengadaan Truk Arm Roll Kap. 6 m3 Spek : Tenaga Mesin 130 PS, Roda 6 Ban, 1.00 Unit 576,000,000.00 1.00 576,000,000.00 1.00 576,000,000.00
Bobot 8,25 ton, Stir Power Steering, Panjang body Karoseri Arm Roll
2 Pengadaan Container Sampah Kap. 6 m3 Spek : Tebal Plat 3 mm dilapis Fiber, 2.00 Unit 67,200,000.00 2.00 134,400,000.00 2.00 134,400,000.00
Rangka Sasis Besi UNP 100, Container panjang 3,5 m, lebar 1,95 m, Tinggi 1,2 m
14 Bangunan Garasi Truck dan Landasan Container di PLBN
STRUKTUR
Pondasi
Galian Tanah 46.9800 m3 78,650.00 46.9800 3,694,977.00 46.98 3,694,977.00
Timbunan kembali 8.2650 m3 128,150.00 8.2650 1,059,159.75 8.27 1,059,159.75
Pasir urug 6.5250 m3 308,660.00 6.5250 2,014,006.50 6.53 2,014,006.50
HARGA PENAWARAN PEKERJAAN TAMBAH PEKERJAAN KURANG ADDENDUM KONTRAK
NO. URAIAN PEKERJAAN TOTAL BIAYA KERERANGAN
HARGA SATUAN JUMLAH HARGA
VOLUME SATUAN KONSTRUKSI FISIK VOLUME JUMLAH HARGA (Rp.) VOLUME VOLUME JUMLAH HARGA (Rp.)
(HSBG) (Rp) (Rp.)
(Rp)
lantai kerja 2.1750 852,038.00 2.1750 1,853,182.65 2.18 1,853,182.65
Timbunan tanah 32.5360 m3 128,150.00 32.5360 4,169,488.40 32.54 4,169,488.40
aan stamping 15.6600 m3 850,000.00 15.6600 13,311,000.00 15.66 13,311,000.00
pondasi batu kali 14.3550 m3 1,071,510.00 14.3550 15,381,526.05 14.36 15,381,526.05
Beton
Sloof (20x30) cm 2.6100 m3 5,275,414.75 2.6100 13,768,832.50 2.61 13,768,832.50
Kolom (20x25) cm 2.0250 m3 7,107,980.25 2.0250 14,393,660.01 2.03 14,393,660.01
Balok (25x15) cm 2.9625 m3 7,175,976.30 2.9625 21,258,829.79 2.96 21,258,829.79
ARSITEKTUR
pasangan bata merah 94.5000 m2 200,000.00 94.5000 18,900,000.00 94.50 18,900,000.00
plester aci 189.0000 m2 142,925.20 189.0000 27,012,862.80 189.00 27,012,862.80
Cor lantai tulangan 1 lapis tebal 30 cm 15.6000 m3 2,750,000.00 15.6000 42,900,000.00 15.60 42,900,000.00
Lantai beton selasar 6.5160 m3 2,750,000.00 6.5160 17,919,000.00 6.52 17,919,000.00
Urugan pasir tebal 15 cm 15.6000 m2 308,660.00 15.6000 4,815,096.00 15.60 4,815,096.00
Cat dinding 189.0000 m2 44,495.00 189.0000 8,409,555.00 189.00 8,409,555.00
Cat plafond 51.0000 m2 40,161.00 51.0000 2,048,211.00 51.00 2,048,211.00
plafond grc 81.3400 m2 275,000.00 81.3400 22,368,500.00 81.34 22,368,500.00
lisplak grc 36.2000 m1 80,000.00 36.2000 2,896,000.00 36.20 2,896,000.00
atap baja ringan 142.4400 m2 225,000.00 142.4400 32,049,000.00 142.44 32,049,000.00
atap zincalume 142.4400 m2 145,000.00 142.4400 20,653,800.00 142.44 20,653,800.00
nock zincalume 41.8000 m1 70,000.00 41.8000 2,926,000.00 41.80 2,926,000.00
pasangan roster 38.4000 m2 860,000.00 38.4000 33,024,000.00 38.40 33,024,000.00
saluran 36.2000 m1 376,157.26 36.2000 13,616,892.96 36.20 13,616,892.96
MEKANIKAL & ELEKTRIKAL
Instalasi listrik + armatur 9.0000 ttk 573,000.00 9.0000 5,157,000.00 9.00 5,157,000.00
16 Penyuluhan pemilahan sampah 1.0000 ls 544,876,000.00 1.0000 544,876,000.00 1.00 544,876,000.00
TOTAL 1,600,876,580.40 - 1,600,876,580.40
V Peningkatan Jalan & Jembatan Ruas I, Sta. 00 + 000 - Sta 05 + 663.947, Panjang = 5.664 Km
V Peningkatan Jalan & Jembatan Ruas I, Sta. 00 + 000 - Sta 10 + 800
1 UMUM
1.1 Mobilisasi 1.00 Ls 475,000,000.00 475,000,000.00 - -
1.2 Management Mutu 1.00 Ls 150,000,000.00 150,000,000.00 - -
2 Drainase - -
2.1 Galian untuk selokan drainase dan saluran air 3,907.78 m3 49,088.83 191,828,396.39 - -
2.2 Gorong-gorong Pipa beton Bertulang Dia.60 cm 9.00 m' 907,375.83 8,166,382.51 - -
2.3 Gorong-gorong Pipa beton Bertulang Dia.100 cm 27.00 m' 1,374,180.47 37,102,872.64 - -
2.4 Beton K250 (fc' 20) untuk struktur drainase beton mirror 2,175.00 m' 376,157.26 818,142,049.29 1,600.00 601,851,622.47 1,600.00 601,851,622.47
2.5 Gorong - Gorong box culvert STA (5+175,5+560,5+810,5+960,6+700,7+325,7+525,7+705,8+240 81.00 m' 4,153,246.85 81.00 336,412,994.53 81.00 336,412,994.53
3 Pekerjaan Tanah - -
3.1 Galian Biasa 3,879.91 m3 44,821.31 173,902,829.99 - -
3.2 Galian Struktur dengan kedalaman 0 - 2 meter 348.94 m3 64,474.55 22,497,749.57 - -
3.3 Galian Struktur dengan kedalaman 2 - 4 meter 78.50 m3 76,243.24 5,985,094.40 - -
3.4 Galian Struktur dengan kedalaman 4 - 6 meter 78.50 m3 90,963.31 7,140,619.59 - -
3.5 Timbunan Biasa dari sumber galian 1,715.90 m3 213,104.36 365,665,774.59 - -
3.6 Timbunan Biasa dari sumber galian 3,134.14 m3 213,104.36 667,897,839.30 - -
3.7 Timbunan Pilihan 453.60 m3 257,788.04 116,932,656.06 6,768.90 1,744,941,480.61 6,768.90 1,744,941,480.61
3.8 Penyiapan Badan jalan 38,650.26 m2 7,839.96 303,016,312.94 21,537.24 168,851,000.12 21,537.24 168,851,000.12
4 Pelebaran Perkerasan dan Bahu jalan - -
4.1 Lapis Pondasi Agregat B 2,813.11 m3 484,933.94 1,364,173,972.84 2,001.89 970,782,951.83 2,001.89 970,782,951.83
5 Perkerasan Berbutir - -
5.1 Lapis Pondasi Agregat Kelas 286.37 m3 544,694.02 155,984,026.23 6,936.13 3,778,068,526.34 6,936.13 3,778,068,526.34
5.2 Perkerasan Beton Semen (K350) 4,587.39 m3 1,680,741.50 7,710,216,740.19 2,635.11 4,428,938,728.61 2,635.11 4,428,938,728.61
5.3 Lean Concrete 5,066.82 m3 1,005,933.05 5,096,881,714.06 1,995.57 2,007,409,823.54 (1,995.57) (2,007,409,823.54)
5.4 Lapis Pondasi Atas Bersemen (Cement Treated Base (CTB) 4,587.39 m3 761,317.37 3,492,459,671.32 4,587.39 3,492,459,671.32 (4,587.39) (3,492,459,671.32)
5.5 Baja tulangan U-24 16,186.50 190,764.71 3,087,813,052.87 190,764.71 3,087,813,052.87
5.6 Baja tulangan U-32 16,791.50 101,014.85 1,696,190,820.19 101,014.85 1,696,190,820.19
6 Perkerasan Jalan - -
6.1 Lapis Resap Pengikat - Aspal Cair 3,294.16 liter 14,533.59 47,875,958.68 3,294.16 47,875,958.68 (3,294.16) (47,875,958.68)
6.2 Lapis Resap Pengikat - Aspal Emulsi 1,880.01 liter 14,533.59 27,323,287.60 1,880.01 27,323,287.60 (1,880.01) (27,323,287.60)
6.3 Lataston Lapis Aus (HRS-WC) (gradasi senjang/semi senjang) 2,989.75 ton 1,849,926.08 5,530,816,504.50 2,989.75 5,530,816,504.50 (2,989.75) (5,530,816,504.50)
6.4 Lataston Lapis Aus Perata (HRS-WC(L)) (gradasi senjang/semi senjang) 534.82 ton 1,849,926.08 989,377,467.33 534.82 989,377,467.33 (534.82) (989,377,467.33)
6.5 Bahan Anti Pengelupasan 586.20 kg 75,000.00 43,965,000.00 586.20 43,965,000.00 (586.20) (43,965,000.00)
6.6 Bahan Pengisi (Filler) Tambahan Semen 18,454.93 kg 1,500.00 27,682,395.00 1,500.00 2,250,000.00 (1,500.00) (2,250,000.00)
7 STRUKTUR - -
7.1 Beton mutu sedang fc'30 Mpa Lantai Jembatan 102.89 m3 2,228,650.16 229,305,815.10 102.89 229,305,815.10 (102.89) (229,305,815.10)
7.2 Beton mutu sedang fc'30 Mpa untuk Gelagar Tipe 1 60.55 m3 2,228,650.16 134,944,767.27 60.55 134,944,767.27 (60.55) (134,944,767.27)
7.3 Beton mutu sedang fc'25 Mpa untuk Abutmen, Pilar, Plat Injak & Wingwall 520.69 m3 2,012,357.57 1,047,814,462.49 520.69 1,047,814,462.49 (520.69) (1,047,814,462.49)
7.4 Beton mutu sedang fc'20 Mpa 75.36 m3 1,880,786.32 141,736,057.09 75.36 141,736,057.09 (75.36) (141,736,057.09)
7.5 Beton mutu sedang fc'15 Mpa 48.90 m3 1,799,563.54 87,998,656.97 48.90 87,998,656.97 (48.90) (87,998,656.97)
HARGA PENAWARAN PEKERJAAN TAMBAH PEKERJAAN KURANG ADDENDUM KONTRAK
NO. URAIAN PEKERJAAN TOTAL BIAYA KERERANGAN
HARGA SATUAN JUMLAH HARGA
VOLUME SATUAN KONSTRUKSI FISIK VOLUME JUMLAH HARGA (Rp.) VOLUME VOLUME JUMLAH HARGA (Rp.)
(HSBG) (Rp) (Rp.)
(Rp)
7.6 Beton siklop fc'15 Mpa m3 - -
7.7 Beton mutu rendah fc' 10 Mpa 16.34 m3 1,725,701.72 28,197,966.03 16.34 28,197,966.03 (16.34) (28,197,966.03)
7.8 Baja Tulangan U24 Polos 14,906.49 kg 16,186.50 241,283,900.39 14,906.49 241,283,900.39 (14,906.49) (241,283,900.39)
7.9 Baja Tulangan U32 Ulir 151,945.76 kg 16,791.50 2,551,397,229.04 151,945.76 2,551,397,229.04 (151,945.76) (2,551,397,229.04)
7.10 Penyediaan Tiang Pancang Baja Dia 500 mm tebal 10 mm 780.00 m' 2,151,668.07 1,678,301,094.71 780.00 1,678,301,094.71 (780.00) (1,678,301,094.71)
7.11 Pemancangan Tiang Pancang Baja Dia 500 mm 700.00 m' 258,976.67 181,283,666.67 700.00 181,283,666.67 (700.00) (181,283,666.67)
7.12 Dinding Sumuran Silinder Terpasang Dia. ……. - -
7.13 Pasangan Batu 782.20 m3 828,404.79 647,978,225.25 - -
7.14 Expansion Joint Tipe Rubber 1 60.00 m' 1,487,200.00 89,232,000.00 60.00 89,232,000.00 (60.00) (89,232,000.00)
7.15 Expansion Joint Tipe Rubber 1 19.20 m' 1,487,200.00 28,554,240.00 19.20 28,554,240.00 (19.20) (28,554,240.00)
7.16 Perletakkan Elastomerik Alam Uk. 200 mm x 300 mm x 27 mm 36.00 buah 980,571.43 35,300,571.43 36.00 35,300,571.43 (36.00) (35,300,571.43)
7.17 Sandaran (Railing) 105.60 m' 743,050.00 78,466,080.00 105.60 78,466,080.00 (105.60) (78,466,080.00)
7.18 Papan Nama Jembatan 6.00 buah 899,250.00 5,395,500.00 6.00 5,395,500.00 (6.00) (5,395,500.00)
7.19 Deck Drain 18.00 unit 550,000.00 9,900,000.00 18.00 9,900,000.00 (18.00) (9,900,000.00)
7.20 Pipa Drainase PVC dia. 100 mm 18.00 m' 100,000.00 1,800,000.00 18.00 1,800,000.00 (18.00) (1,800,000.00)
7.21 Wire mesh 270.04 ton 19,360.00 5,228,013.12 270.04 5,228,013.12 (270.04) (5,228,013.12)
JEMBATAN DAN BOX CULVERT - -
1 Box Culvert STA 2+575 lebar sunagi 4 m, tinggi sungai 2m - -
pekerjaan tanah - -
Galian tanah m3 104,632.00 55.00 5,754,760.00 55.00 5,754,760.00
Pembuangan tanah bekas galian m3 39,358.00 46.75 1,839,986.50 46.75 1,839,986.50
Urugan tanah kembali m3 34,430.00 8.25 284,047.50 8.25 284,047.50
Pasir urug tebal 10 cm m3 308,660.00 2.48 763,933.50 2.48 763,933.50
Lantai kerja tebal 10 cm m3 1,005,933.05 2.48 2,489,684.31 2.48 2,489,684.31
Beton Box Culvert - -
Beton mutu sedang fc'30 Mpa m3 2,228,650.16 15.40 34,321,212.49 15.40 34,321,212.49
Besi beton kg 16,791.50 4,650.80 78,093,908.20 4,650.80 78,093,908.20
Bekisting m2 415,335.36 128.00 53,162,926.08 128.00 53,162,926.08
Beton lapis luar/wing wall - -
Beton balok Fc'30 Mpa m3 2,228,650.16 1.15500 2,574,090.94 1.16 2,574,090.94
besi beton kg 16,791.50 86.80980 1,457,666.76 86.81 1,457,666.76
Beton lantai tebal 50 cm Fc'30 Mpa m3 2,228,650.16 12.38050 27,591,803.32 12.38 27,591,803.32
Besi beton kg 16,791.50 927.05184 15,566,590.97 927.05 15,566,590.97
Beton dinding tebal 150 cm fc'30 Mpa m3 2,228,650.16 3.96000 8,825,454.64 3.96 8,825,454.64
Besi beton kg 16,791.50 296.52480 4,979,096.18 296.52 4,979,096.18
Railling dan beton pengaman & finising - -
Railling jembatan m1 743,050.00 10.00 7,430,500.00 10.00 7,430,500.00
dinding pengaman jembatan teabl 25 cm tinggi 100 cm fc'30 Mpa m3 2,228,650.16 1.50000 3,342,975.24 1.50 3,342,975.24
Besi beton kg 16,791.50 453.00000 7,606,549.50 453.00 7,606,549.50
Bekisting dinding pengaman m2 415,335.36 13.60000 5,648,560.90 13.60 5,648,560.90
Finising box culvert ls 12,169,965.50 1.00000 12,169,965.50 1.00 12,169,965.50
Jembatan sementara ls 25,000,000.00 1.00 25,000,000.00 1.00 25,000,000.00
- -
2 Box Culvert STA 3+650 lebar sunagi 4 m, tinggi sungai 2m - -
pekerjaan tanah - -
Galian tanah m3 104,632.00 55.00 5,754,760.00 55.00 5,754,760.00
Pembuangan tanah bekas galian m3 39,358.00 46.75 1,839,986.50 46.75 1,839,986.50
Urugam tanah kembali m3 34,430.00 8.25 284,047.50 8.25 284,047.50
Pasir urug tebal 10 cm m3 308,660.00 2.48 763,933.50 2.48 763,933.50
Lantai kerja tebal 10 cm m3 1,005,933.05 2.48 2,489,684.31 2.48 2,489,684.31
Beton Box Culvert - -
Beton mutu sedang fc'30 Mpa m3 2,228,650.16 15.40 34,321,212.49 15.40 34,321,212.49
Besi beton kg 16,791.50 4,650.80 78,093,908.20 4,650.80 78,093,908.20
Bekisting m2 415,335.36 128.00 53,162,926.08 128.00 53,162,926.08
Beton lapis luar/wing wall - -
Beton balok Fc'30 Mpa m3 2,228,650.16 1.15500 2,574,090.94 1.16 2,574,090.94
besi beton kg 16,791.50 86.80980 1,457,666.76 86.81 1,457,666.76
Beton lantai tebal 50 cm Fc'30 Mpa m3 2,228,650.16 12.38050 27,591,803.32 12.38 27,591,803.32
Besi beton kg 16,791.50 927.05184 15,566,590.97 927.05 15,566,590.97
Beton dinding tebal 150 cm fc'30 Mpa m3 2,228,650.16 3.96000 8,825,454.64 3.96 8,825,454.64
Besi beton kg 16,791.50 296.52480 4,979,096.18 296.52 4,979,096.18
Railling dan beton pengaman & finising - -
Railling jembatan m1 743,050.00 10.00 7,430,500.00 10.00 7,430,500.00
dinding pengaman jembatan teabl 25 cm tinggi 100 cm fc'30 Mpa m3 2,228,650.16 1.50000 3,342,975.24 1.50 3,342,975.24
Besi beton kg 16,791.50 453.00000 7,606,549.50 453.00 7,606,549.50
Bekisting dinding pengaman m2 415,335.36 13.60000 5,648,560.90 13.60 5,648,560.90
Finising box culvert ls 14,195,360.00 1.00000 14,195,360.00 1.00 14,195,360.00
Jembatan sementara ls 25,000,000.00 1.00 25,000,000.00 1.00 25,000,000.00
- -
2 Jembatan STA 4+700 Lebar sungai 8m, Tinggi Sungai 3,5 M - -
pekerjaan tanah - -
HARGA PENAWARAN PEKERJAAN TAMBAH PEKERJAAN KURANG ADDENDUM KONTRAK
NO. URAIAN PEKERJAAN TOTAL BIAYA KERERANGAN
HARGA SATUAN JUMLAH HARGA
VOLUME SATUAN KONSTRUKSI FISIK VOLUME JUMLAH HARGA (Rp.) VOLUME VOLUME JUMLAH HARGA (Rp.)
(HSBG) (Rp) (Rp.)
(Rp)
Galian tanah m3 104,632.00 140.00 14,648,480.00 140.00 14,648,480.00
Pembuangan tanah bekas galian m3 39,358.00 126.00 4,959,108.00 126.00 4,959,108.00
Urugan tanah kembali m3 34,430.00 14.00 482,020.00 14.00 482,020.00
Pasir urug tebal 10 cm m3 308,660.00 2.17 669,792.20 2.17 669,792.20
Lantai kerja tebal 10 cm m3 1,005,933.05 2.17 2,182,874.73 2.17 2,182,874.73
Pekerjaan pondasi - -
Galian pondasi sumuran dia 2m dalam3,5 m m3 104,632.00 43.96 4,599,622.72 43.96 4,599,622.72
Beton siklop beton mutu sedang Fc'25 Mpa m3 2,012,357.57 43.96 88,463,238.72 43.96 88,463,238.72
Pekerjaan beton - -
Beton pile cup Fc'30 Mpa m3 2,228,650.16 47.74 106,395,758.70 47.74 106,395,758.70
besi beton pile cup kg 16,791.50 16,709.00 280,569,173.50 16,709.00 280,569,173.50
Bekisting pile cup m2 415,335.36 45.60 18,939,292.42 45.60 18,939,292.42
Beton Abutment Fc'30 Mpa m3 2,228,650.16 38.33 85,420,594.85 38.33 85,420,594.85
besi beton Abutment kg 16,791.50 15,331.36 257,436,531.44 15,331.36 257,436,531.44
Bekisting Abutment m2 415,335.36 112.00 46,517,560.32 112.00 46,517,560.32
Beton wing wall fc'30 Mpa m3 2,228,650.16 40.92 91,196,364.60 40.92 91,196,364.60
Besi beton wing wall kg 16,791.50 12,357.84 207,506,670.36 12,357.84 207,506,670.36
Bekisting wing wall m2 415,335.36 106.40 44,191,682.30 106.40 44,191,682.30
Beton balok (50x80) cm Fc'30 Mpa m3 2,228,650.16 17.60 39,224,242.84 17.60 39,224,242.84
Besi balok kg 16,791.50 7,920.00 132,988,680.00 7,920.00 132,988,680.00
Bekisting balok m2 415,335.36 67.20 27,910,536.19 67.20 27,910,536.19
Plat lantai tebal 20 cm Fc'30 mpa m3 2,228,650.16 8.96 19,968,705.45 8.96 19,968,705.45
Besi beton kg 16,791.50 2,688.00 45,135,552.00 2,688.00 45,135,552.00
bekisting plat lantai m2 526,093.62 48.00 25,252,493.64 48.00 25,252,493.64
Beton plat injak Fc'30 Mpa tabl 30 cm m3 2,228,650.16 15.6 34,766,942.52 15.60 34,766,942.52
besi beton kg 16,791.50 4,680.00 78,584,220.00 4,680.00 78,584,220.00
Bekisting m2 526,093.62 12.00 6,313,123.41 12.00 6,313,123.41
Beton trotoar m3 2,012,357.57 2.4 4,829,658.17 2.40 4,829,658.17
Besi beton kg 16,791.50 336 5,641,944.00 336.00 5,641,944.00
Bekisting m2 415,335.36 6.00 2,492,012.16 6.00 2,492,012.16
Railling m1 743,050.00 18.00 13,374,900.00 18.00 13,374,900.00
Tiang beton railling bh 750,000.00 8.00 6,000,000.00 8.00 6,000,000.00
Beton pengaman tinggi 1m tebal 25 cm m3 2,228,650.16 2.0000 4,457,300.32 2.00 4,457,300.32
Besi beton pengaman jembatan kg 16,791.50 550.0000 9,235,325.00 550.00 9,235,325.00
Bekisting beton pengaman m2 415,335.36 17.6000 7,309,902.34 17.60 7,309,902.34
Finising jembatan ls 35,000,000.00 1.00 35,000,000.00 1.00 35,000,000.00
Jembatan sementara ls 50,000,000.00 1.00 50,000,000.00 1.00 50,000,000.00
- -
4 Box Culvert STA 8+875 lebar sunagi 4 m, tinggi sungai 3,5m - -
pekerjaan tanah - -
Galian tanah m3 104,632.00 82.50 8,632,140.00 82.50 8,632,140.00
Pembuangan tanah bekas galian m3 39,358.00 70.13 2,759,979.75 70.13 2,759,979.75
Urugan tanah kembali m3 34,430.00 12.38 426,071.25 12.38 426,071.25
Pasir urug tebal 10 cm m3 308,660.00 2.48 763,933.50 2.48 763,933.50
Lantai kerja tebal 10 cm m3 1,005,933.05 2.48 2,489,684.31 2.48 2,489,684.31
Beton Box Culvert - -
Beton mutu sedang fc'30 Mpa m3 2,228,650.16 20.35 45,353,030.78 20.35 45,353,030.78
Besi beton kg 16,791.50 5,587.00 93,814,110.50 5,587.00 93,814,110.50
Bekisting m2 415,335.36 185.00 76,837,041.60 185.00 76,837,041.60
Beton lapis luar/wing wall - -
Beton balok Fc'30 Mpa m3 2,228,650.16 1.15500 2,574,090.94 1.16 2,574,090.94
besi beton kg 16,791.50 86.80980 1,457,666.76 86.81 1,457,666.76
Beton lantai tebal 50 cm Fc'30 Mpa m3 2,228,650.16 12.38050 27,591,803.32 12.38 27,591,803.32
Besi beton kg 16,791.50 1,969.62500 33,072,958.19 1,969.63 33,072,958.19
Beton dinding tebal 150 cm fc'30 Mpa m3 2,228,650.16 3.96000 8,825,454.64 3.96 8,825,454.64
Besi beton kg 16,791.50 673.20000 11,304,037.80 673.20 11,304,037.80
Railling dan beton pengaman & finising - -
Railling jembatan m1 743,050.00 10.00 7,430,500.00 10.00 7,430,500.00
dinding pengaman jembatan teabl 25 cm tinggi 100 cm fc'30 Mpa m3 2,228,650.16 1.50000 3,342,975.24 1.50 3,342,975.24
Besi beton kg 16,791.50 453.00000 7,606,549.50 453.00 7,606,549.50
Bekisting dinding pengaman m2 415,335.36 13.60000 5,648,560.90 13.60 5,648,560.90
Finising box culvert ls 21,293,040.00 1.00000 21,293,040.00 1.00 21,293,040.00
Jembatan sementara ls 25,000,000.00 1.00 25,000,000.00 1.00 25,000,000.00
- -
5 Jembatan STA 9+800 Lebar sungai 14 m, Tinggi Sungai 4 M - -
pekerjaan tanah - -
Galian tanah m3 104,632.00 420.00 43,945,440.00 420.00 43,945,440.00
Pembuangan tanah bekas galian m3 39,358.00 378.00 14,877,324.00 378.00 14,877,324.00
Urugan tanah kembali m3 34,430.00 42.00 1,446,060.00 42.00 1,446,060.00
Pasir urug tebal 10 cm m3 308,660.00 8.68 2,679,168.80 8.68 2,679,168.80
Lantai kerja tebal 10 cm m3 1,005,933.05 8.68 8,731,498.90 8.68 8,731,498.90
HARGA PENAWARAN PEKERJAAN TAMBAH PEKERJAAN KURANG ADDENDUM KONTRAK
NO. URAIAN PEKERJAAN TOTAL BIAYA KERERANGAN
HARGA SATUAN JUMLAH HARGA
VOLUME SATUAN KONSTRUKSI FISIK VOLUME JUMLAH HARGA (Rp.) VOLUME VOLUME JUMLAH HARGA (Rp.)
(HSBG) (Rp) (Rp.)
(Rp)
Pekerjaan pondasi - -
Galian pondasi sumuran dia 2m dalam3,5 m m3 104,632.00 125.60 13,141,779.20 125.60 13,141,779.20
Beton siklop beton mutu sedang Fc'25 Mpa m3 2,228,650.16 125.60 279,918,460.27 125.60 279,918,460.27
Pekerjaan beton - -
Beton pile cup Fc'30 Mpa m3 2,228,650.16 86.80 193,446,834.01 86.80 193,446,834.01
besi beton pile cup kg 16,791.50 34,720.00 583,000,880.00 34,720.00 583,000,880.00
Bekisting pile cup m2 415,335.36 64.80 26,913,731.33 64.80 26,913,731.33
Beton Abutment Fc'30 Mpa m3 2,228,650.16 66.09 147,295,946.47 66.09 147,295,946.47
besi beton Abutment kg 16,791.50 26,436.80 443,913,527.20 26,436.80 443,913,527.20
Bekisting Abutment m2 415,335.36 144.00 59,808,291.84 144.00 59,808,291.84
Beton wing wall fc'30 Mpa m3 2,228,650.16 55.80 124,358,679.01 55.80 124,358,679.01
Besi beton wing wall kg 16,791.50 16,851.60 282,963,641.40 16,851.60 282,963,641.40
Bekisting wing wall m2 415,335.36 121.60 50,504,779.78 121.60 50,504,779.78
Beton balok (50x80) cm Fc'30 Mpa m3 2,228,650.16 42.00 93,603,306.78 42.00 93,603,306.78
Besi balok kg 16,791.50 25,200.00 423,145,800.00 25,200.00 423,145,800.00
Bekisting balok m2 415,335.36 203.00 84,313,078.08 203.00 84,313,078.08
Plat lantai tebal 20 cm Fc'30 mpa m3 2,228,650.16 15.68 34,945,234.53 15.68 34,945,234.53
Besi beton kg 16,791.50 4,704.00 78,987,216.00 4,704.00 78,987,216.00
bekisting plat lantai m2 526,093.62 84.00 44,191,863.87 84.00 44,191,863.87
Beton plat injak Fc'30 Mpa tabl 30 cm m3 2,228,650.16 18.72 41,720,331.02 18.72 41,720,331.02
besi beton kg 16,791.50 5,616.00 94,301,064.00 5,616.00 94,301,064.00
Bekisting m2 526,093.62 12.00 6,313,123.41 12.00 6,313,123.41
Beton trotoar m3 2,228,650.16 4.2 9,360,330.68 4.20 9,360,330.68
Besi beton kg 16,791.50 588 9,873,402.00 588.00 9,873,402.00
Bekisting m2 415,335.36 9.60 3,987,219.46 9.60 3,987,219.46
Railling m1 743,050.00 28.00 20,805,400.00 28.00 20,805,400.00
Tiang beton railling bh 750,000.00 16.00 12,000,000.00 16.00 12,000,000.00
Beton pengaman tinggi 1m tebal 25 cm m3 2,228,650.16 2.5000 5,571,625.40 2.50 5,571,625.40
Besi beton pengaman jembatan kg 16,791.50 687.5000 11,544,156.25 687.50 11,544,156.25
Bekisting beton pengaman m2 415,335.36 17.6000 7,309,902.34 17.60 7,309,902.34
Finising jembatan ls 55,000,000.00 1.00 55,000,000.00 1.00 55,000,000.00
Jembatan sementara ls 75,000,000.00 1.00 75,000,000.00 1.00 75,000,000.00
8.1 Marka Jalan Termoplastik 19.52 m2 258,759.29 5,050,981.26 19.52 5,050,981.26 (19.52) (5,050,981.26)
8.2 Rambu Jalan Tunggal dengan Permukaan Pemantul Engineer Grade 4.00 buah 649,988.13 2,599,952.52 4.00 2,599,952.52 (4.00) (2,599,952.52)
9 Pekerja Harian - -
10 Pekerjaan Pemeliharaan Rutin - -
11 Perlengkapan Jalan dan Utilitas - -
11.1 PJU Solar sell + Lampu 142.00 unit 30,000,000.00 4,260,000,000.00 142.00 4,260,000,000.00 (142.00) (4,260,000,000.00)
TOTAL 39,321,804,494.34 22,991,491,024.97 22,985,268,667.06 6,222,357.91
VI Peningkatan Jalan & Jembatan Ruas II, Sta. 00 + 000 - Sta 02 + 626.667, Panjang = 2.627 Km
1 UMUM
1.1 Mobilisasi 1.00 ls 475,000,000.00 475,000,000.00 - -
1.2 Management Mutu 1.00 ls 150,000,000.00 150,000,000.00 - -
2 Drainase - -
2.1 Galian untuk selokan drainase dan saluran air 1,854.63 m3 49,088.83 91,041,616.40 - -
2.2 Gorong-gorong Pipa beton Bertulang Dia.60 cm 24.00 m' 907,375.83 21,777,020.03 - -
2.3 Gorong-gorong Pipa beton Bertulang Dia.100 cm 27.00 m' 1,374,180.47 37,102,872.64 - -
2.4 Beton K250 (fc' 20) untuk struktur drainase beton mirror 1,175.00 m' 376,157.26 441,984,785.25 1,825.00 686,487,006.88 1,825.00 686,487,006.88
2.5 Gorong-gorong Box Culvert 1x2 m STA (1+100,1+200,1+250,1+500, 2+000) 45.00 m' 6,432,997.82 45.00 289,484,901.97 45.00 289,484,901.97
2.6 Gorong-gorong Box Culvert 1x1 m STA (1+450) 9.00 m' 4,153,246.85 9.00 37,379,221.61 9.00 37,379,221.61
3 Pekerjaan Tanah - -
3.1 Galian Biasa 3,033.88 m3 44,821.31 135,982,477.40 - -
3.2 Galian Struktur dengan kedalaman 0 - 2 meter 489.11 m3 64,474.55 31,535,147.28 - -
3.3 Galian Struktur dengan kedalaman 2 - 4 meter 88.32 m3 76,243.24 6,733,803.02 - -
3.4 Timbunan Pilihan dari sumber galian 1,814.87 m3 213,104.36 386,756,713.29 - -
3.5 Timbunan Pilihan (diukur diatas bak truk) 2,108.60 m3 257,788.04 543,571,866.33 - -
3.6 Penyiapan Badan jalan 16,905.18 m2 7,839.96 132,535,856.50 - -
4 Pelebaran Perkerasan dan Bahu jalan - -
4.1 Lapis Pondasi Agregat B 1,517.16 m3 484,933.94 735,722,377.53 - -
5 Perkerasan Berbutir - -
5.1 Lapis Pondasi Agregat Kelas A 346.40 m3 544,694.02 188,682,008.53 - -
5.2 Lapis Pondasi Agregat Kelas B 2,625.35 m3 484,933.73 1,273,121,799.43 - -
5.3 Perkerasan Beton Semen (K350) 2,127.87 m3 1,680,741.50 3,576,399,415.61 - -
5.4 Lean Concrete 2,060.73 m3 1,005,933.05 2,072,955,414.13 878.58 883,791,654.95 (878.58) (883,791,654.95)
5.5 Lapis Pondasi Atas Bersemen (Cement Treated Base (CTB) 2,127.87 m3 761,317.37 1,619,984,392.10 2,127.87 1,619,984,392.10 (2,127.87) (1,619,984,392.10)
5.5 Baja tulangan U-24 16,186.50 56,202.49 909,721,671.02 56,202.49 909,721,671.02
5.6 Baja tulangan U-32 16,791.50 29,760.67 499,726,350.30 29,760.67 499,726,350.30
6 Perkerasan Jalan - -
HARGA PENAWARAN PEKERJAAN TAMBAH PEKERJAAN KURANG ADDENDUM KONTRAK
NO. URAIAN PEKERJAAN TOTAL BIAYA KERERANGAN
HARGA SATUAN JUMLAH HARGA
VOLUME SATUAN KONSTRUKSI FISIK VOLUME JUMLAH HARGA (Rp.) VOLUME VOLUME JUMLAH HARGA (Rp.)
(HSBG) (Rp) (Rp.)
(Rp)
6.1 Lapis Resap Pengikat - Aspal Emulsi 3,549.22 liter 14,533.59 51,582,908.30 3,549.22 51,582,908.30 (3,549.22) (51,582,908.30)
6.2 Lapis Resap Pengikat - Aspal Cair 2,148.50 liter 14,533.59 31,225,418.12 2,148.50 31,225,418.12 (2,148.50) (31,225,418.12)
6.3 Lataston Lapis Aus (HRS-WC) (gradasi senjang/semi senjang) 1,736.61 ton 1,849,926.08 3,212,600,129.79 1,736.61 3,212,600,129.79 (1,736.61) (3,212,600,129.79)
6.4 Lataston Lapis Aus Perata (HRS-WC(L)) (gradasi senjang/semi senjang) 738.99 ton 1,849,926.08 1,367,076,873.86 738.99 1,367,076,873.86 (738.99) (1,367,076,873.86)
6.5 Bahan Anti Pengelupasan 409.92 kg 75,000.00 30,744,000.00 409.92 30,744,000.00 (409.92) (30,744,000.00)
6.6 Bahan Pengisi (Filler) Tambahan Semen 24,829.69 kg 1,500.00 37,244,535.00 24,829.69 37,244,535.00 (24,829.69) (37,244,535.00)
7 STRUKTUR - -
7.1 Beton mutu sedang fc'30 Mpa Lantai Jembatan 102.89 m3 2,228,650.16 229,305,815.10 102.89 229,305,815.10 (102.89) (229,305,815.10)
7.2 Beton mutu sedang fc'30 Mpa untuk Gelagar Tipe 1 60.55 m3 2,228,650.16 134,944,767.27 60.55 134,944,767.27 (60.55) (134,944,767.27)
7.3 Beton mutu sedang fc'25 Mpa untuk Abutmen, Pilar, Plat Injak & Wingwall 520.69 m3 2,012,357.57 1,047,814,462.49 520.69 1,047,814,462.49 (520.69) (1,047,814,462.49)
7.4 Beton mutu sedang fc'20 Mpa 75.36 m3 1,880,786.32 141,736,057.09 75.36 141,736,057.09 (75.36) (141,736,057.09)
7.5 Beton mutu sedang fc'15 Mpa 48.90 m3 1,799,563.54 87,998,656.97 48.90 87,998,656.97 (48.90) (87,998,656.97)
7.6 Beton siklop fc'15 Mpa m3 - -
7.7 Beton mutu rendah fc' 10 Mpa 16.34 m3 1,725,701.72 28,197,966.03 16.34 28,197,966.03 (16.34) (28,197,966.03)
7.8 Baja Tulangan U24 Polos 14,906.49 kg 16,186.50 241,283,900.39 14,906.49 241,283,900.39 (14,906.49) (241,283,900.39)
7.9 Baja Tulangan U32 Ulir 151,945.76 kg 16,791.50 2,551,397,229.04 151,945.76 2,551,397,229.04 (151,945.76) (2,551,397,229.04)
7.10 Penyediaan Tiang Pancang Baja Dia 500 mm tebal 10 mm 780.00 m' 2,151,668.07 1,678,301,094.71 780.00 1,678,301,094.71 (780.00) (1,678,301,094.71)
7.11 Pemancangan Tiang Pancang Baja Dia 500 mm 700.00 m' 258,976.67 181,283,666.67 700.00 181,283,666.67 (700.00) (181,283,666.67)
7.12 Dinding Sumuran Silinder Terpasang Dia. ……. m' - -
7.13 Pasangan Batu 782.20 m3 828,404.79 647,978,225.25 - -
7.14 Expansion Joint Tipe Rubber 1 60.00 m' 1,487,200.00 89,232,000.00 60.00 89,232,000.00 (60.00) (89,232,000.00)
7.15 Expansion Joint Tipe Rubber 1 19.20 m' 1,487,200.00 28,554,240.00 19.20 28,554,240.00 (19.20) (28,554,240.00)
7.16 Perletakkan Elastomerik Alam Uk. 200 mm x 300 mm x 27 mm 36.00 buah 980,571.43 35,300,571.43 36.00 35,300,571.43 (36.00) (35,300,571.43)
7.17 Sandaran (Railing) 105.60 m' 743,050.00 78,466,080.00 105.60 78,466,080.00 (105.60) (78,466,080.00)
7.18 Papan Nama Jembatan 6.00 buah 899,250.00 5,395,500.00 6.00 5,395,500.00 (6.00) (5,395,500.00)
7.19 Deck Drain 18.00 unit 550,000.00 9,900,000.00 18.00 9,900,000.00 (18.00) (9,900,000.00)
7.20 Pipa Drainase PVC dia. 100 mm 18.00 m' 100,000.00 1,800,000.00 18.00 1,800,000.00 (18.00) (1,800,000.00)
7.21 Wire mesh 270.04 ton 19,360.00 5,228,013.12 270.04 5,228,013.12 (270.04) (5,228,013.12)
- -
1 Box Culvert STA 0+350 lebar sunagi 7 m, tinggi sungai 2m - -
pekerjaan tanah - -
Galian tanah m3 104,632.00 55.00 5,754,760.00 55.00 5,754,760.00
Pembuangan tanah bekas galian m3 39,358.00 46.75 1,839,986.50 46.75 1,839,986.50
Urugam tanah kembali m3 34,430.00 8.25 284,047.50 8.25 284,047.50
Pasir urug tebal 10 cm m3 308,660.00 2.48 763,933.50 2.48 763,933.50
Lantai kerja tebal 10 cm m3 1,005,933.05 2.48 2,489,684.31 2.48 2,489,684.31
Beton Box Culvert - -
Beton mutu sedang fc'30 Mpa m3 2,228,650.16 30.80 68,642,424.97 30.80 68,642,424.97
Besi beton kg 16,791.50 10,231.76 171,806,598.04 10,231.76 171,806,598.04
Bekisting m2 415,335.36 280.00 116,293,900.80 280.00 116,293,900.80
Beton lapis luar/wing wall - -
Beton balok Fc'30 Mpa m3 2,228,650.16 2.64000 5,883,636.43 2.64 5,883,636.43
besi beton kg 16,791.50 198.42240 3,331,809.73 198.42 3,331,809.73
Beton lantai tebal 50 cm Fc'30 Mpa m3 2,228,650.16 22.00000 49,030,303.55 22.00 49,030,303.55
Besi beton kg 16,791.50 1,812.09600 30,427,809.98 1,812.10 30,427,809.98
Beton dinding tebal 150 cm fc'30 Mpa m3 2,228,650.16 3.96000 8,825,454.64 3.96 8,825,454.64
Besi beton kg 16,791.50 326.17728 5,477,005.80 326.18 5,477,005.80
Railling dan beton pengaman & finising - -
Railling jembatan m1 743,050.00 16.00 11,888,800.00 16.00 11,888,800.00
dinding pengaman jembatan teabl 25 cm tinggi 100 cm fc'30 Mpa m3 2,228,650.16 2.20000 4,903,030.36 2.20 4,903,030.36
Besi beton kg 16,791.50 594.00000 9,974,151.00 594.00 9,974,151.00
Bekisting dinding pengaman m2 415,335.36 17.60000 7,309,902.34 17.60 7,309,902.34
Finising box culvert ls 24,841,880.00 1.00000 24,841,880.00 1.00 24,841,880.00
Jembatan sementara ls 50,000,000.00 1.00 50,000,000.00 1.00 50,000,000.00
- -
1 Box Culvert STA 0+550 lebar sunagi 6 m, tinggi sungai 2m - -
pekerjaan tanah - -
Galian tanah m3 104,632.00 55.00 5,754,760.00 55.00 5,754,760.00
Pembuangan tanah bekas galian m3 39,358.00 46.75 1,839,986.50 46.75 1,839,986.50
Urugam tanah kembali m3 34,430.00 8.25 284,047.50 8.25 284,047.50
Pasir urug tebal 10 cm m3 308,660.00 2.48 763,933.50 2.48 763,933.50
Lantai kerja tebal 10 cm m3 1,005,933.05 2.48 2,489,684.31 2.48 2,489,684.31
Beton Box Culvert - -
Beton mutu sedang fc'30 Mpa m3 2,228,650.16 23.76 52,952,727.83 23.76 52,952,727.83
Besi beton kg 16,791.50 7,893.07 132,536,518.49 7,893.07 132,536,518.49
Bekisting m2 415,335.36 260.00 107,987,193.60 260.00 107,987,193.60
Beton lapis luar/wing wall - -
Beton balok Fc'30 Mpa m3 2,228,650.16 1.98000 4,412,727.32 1.98 4,412,727.32
besi beton kg 16,791.50 148.81680 2,498,857.30 148.82 2,498,857.30
Beton lantai tebal 50 cm Fc'30 Mpa m3 2,228,650.16 16.50000 36,772,727.66 16.50 36,772,727.66
Besi beton kg 16,791.50 1,359.07200 22,820,857.49 1,359.07 22,820,857.49
HARGA PENAWARAN PEKERJAAN TAMBAH PEKERJAAN KURANG ADDENDUM KONTRAK
NO. URAIAN PEKERJAAN TOTAL BIAYA KERERANGAN
HARGA SATUAN JUMLAH HARGA
VOLUME SATUAN KONSTRUKSI FISIK VOLUME JUMLAH HARGA (Rp.) VOLUME VOLUME JUMLAH HARGA (Rp.)
(HSBG) (Rp) (Rp.)
(Rp)
Beton dinding tebal 150 cm fc'30 Mpa m3 2,228,650.16 3.96000 8,825,454.64 3.96 8,825,454.64
Besi beton kg 16,791.50 326.17728 5,477,005.80 326.18 5,477,005.80
Railling dan beton pengaman & finising - -
Railling jembatan m1 743,050.00 12.00 8,916,600.00 12.00 8,916,600.00
dinding pengaman jembatan teabl 25 cm tinggi 100 cm fc'30 Mpa m3 2,228,650.16 1.50000 3,342,975.24 1.50 3,342,975.24
Besi beton kg 16,791.50 405.00000 6,800,557.50 405.00 6,800,557.50
Bekisting dinding pengaman m2 415,335.36 13.60000 5,648,560.90 13.60 5,648,560.90
Finising box culvert ls 21,115,598.00 1.00000 21,115,598.00 1.00 21,115,598.00
Jembatan sementara ls 35,000,000.00 1.00 35,000,000.00 1.00 35,000,000.00
- -
3 Box Culvert STA 1+150 lebar sunagi 3,5 m, tinggi sungai 1,5m - -
pekerjaan tanah - -
Galian tanah m3 104,632.00 31.50 3,295,908.00 31.50 3,295,908.00
Pembuangan tanah bekas galian m3 39,358.00 26.78 1,053,810.45 26.78 1,053,810.45
Urugam tanah kembali m3 34,430.00 4.73 162,681.75 4.73 162,681.75
Pasir urug tebal 10 cm m3 308,660.00 1.75 540,155.00 1.75 540,155.00
Lantai kerja tebal 10 cm m3 1,005,933.05 1.75 1,760,382.84 1.75 1,760,382.84
Beton Box Culvert - -
Beton mutu sedang fc'30 Mpa m3 2,228,650.16 11.17 24,882,879.05 11.17 24,882,879.05
Besi beton kg 16,791.50 3,709.01 62,279,891.79 3,709.01 62,279,891.79
Bekisting m2 415,335.36 111.65 46,372,192.94 111.65 46,372,192.94
Beton lapis luar/wing wall - -
Beton balok Fc'30 Mpa m3 2,228,650.16 1.15500 2,574,090.94 1.16 2,574,090.94
besi beton kg 16,791.50 86.80980 1,457,666.76 86.81 1,457,666.76
Beton lantai tebal 50 cm Fc'30 Mpa m3 2,228,650.16 11.00000 24,515,151.78 11.00 24,515,151.78
Besi beton kg 16,791.50 823.68000 13,830,822.72 823.68 13,830,822.72
Beton dinding tebal 150 cm fc'30 Mpa m3 2,228,650.16 3.96000 8,825,454.64 3.96 8,825,454.64
Besi beton kg 16,791.50 296.52480 4,979,096.18 296.52 4,979,096.18
Railling dan beton pengaman & finising - -
Railling jembatan m1 743,050.00 7.00 5,201,350.00 7.00 5,201,350.00
dinding pengaman jembatan teabl 25 cm tinggi 100 cm fc'30 Mpa m3 2,228,650.16 1.10000 2,451,515.18 1.10 2,451,515.18
HARGA PENAWARAN PEKERJAAN TAMBAH PEKERJAAN KURANG ADDENDUM KONTRAK
NO. URAIAN PEKERJAAN TOTAL BIAYA KERERANGAN
HARGA SATUAN JUMLAH HARGA
VOLUME SATUAN KONSTRUKSI FISIK VOLUME JUMLAH HARGA (Rp.) VOLUME VOLUME JUMLAH HARGA (Rp.)
(HSBG) (Rp) (Rp.)
(Rp)
Besi beton kg 16,791.50 453.00000 7,606,549.50 453.00 7,606,549.50
Bekisting dinding pengaman m2 415,335.36 9.60000 3,987,219.46 9.60 3,987,219.46
Finising box culvert ls 16,189,250.00 1.00000 16,189,250.00 1.00 16,189,250.00
Jembatan sementara ls 20,118,960.54 1.00 20,118,960.54 1.00 20,118,960.54
8 Pengembalian Kondisi dan Pekerjaan Minor - -
8.1 Marka Jalan Termoplastik 43.68 m2 258,759.29 11,302,605.60 43.68 11,302,605.60 (43.68) (11,302,605.60)
8.2 Rambu Jalan Tunggal dengan Permukaan Pemantul Engineer Grade 10.00 buah 649,988.13 6,499,881.29 10.00 6,499,881.29 (10.00) (6,499,881.29)
9 Pekerja Harian - -
10 Pekerjaan Pemeliharaan Rutin - -
11 Perlengkapan Jalan dan Utilitas - -
11.1 PJU Solar sell + Lampu 40.00 Unit 30,000,000.00 1,200,000,000.00 40.00 1,200,000,000.00 (40.00) (1,200,000,000.00)
TOTAL 25,093,282,162.99 3,720,894,074.29 15,028,192,419.32 (11,307,298,345.03)
DIBUAT OLEH :
KONTRAKTOR PELAKSANA
PT. IDEE MURNI PRATAMA
Asepsetia Gunadi, ST
PROJECT MANAGER
REKAPITULASI RENCANA ANGGARAN BIAYA
Pengembangan Infrastruktur Permukiman Aruk (Sajiang Besar) Kabupaten Sambas (F-B3)
V Peningkatan Jalan & Jembatan Ruas I, Sta. 00 + 000 - Sta 05 + 663.947, Panjang = 5.664 Km 39,321,804,494.34
VI Peningkatan Jalan & Jembatan Ruas II, Sta. 00 + 000 - Sta 02 + 626.667, Panjang = 2.627 Km 25,093,282,162.99
Jumlah 88,442,029,420.83
Sembilan Puluh Tujuh Milyar Dua Ratus Delapan Puluh Enam Juta Dua Ratus Tiga
Terbilang :
Puluh Dua Ribu Rupiah.
I SPAM 20,102,642,507.12
Jumlah 88,442,029,420.83
Sembilan Puluh Tujuh Milyar Dua Ratus Delapan Puluh Enam Juta Dua Ratus Tiga
Terbilang :
Puluh Dua Ribu Rupiah.
Alexander Siagian
Direktur
REKAPITULASI RENCANA ANGGARAN BIAYA
ADENDUM I
Pengembangan Infrastruktur Permukiman Aruk (Sajiang Besar) Kabupaten Sambas (F-B3)
I SPAM 20,102,642,507.12
Jumlah 88,442,029,420.83
Terbilang : # Sembilan Tujuh Puluh Milyar Dua Ratus Delapan Puluh Enam Juta Dua Ratus Tiga Puluh Dua Ribu Rupiah#
I. SPAM
12 Sumber Air Baku Hulu Sungai Tembau Igoh
- Pembersihan Lahan Site Plan Intake 2,058.84 m2 17,000.00 2,058.84 35,000,280.00 2,058.84 35,000,280.00
- Cut & Fill Site Plan Intake 999.48 m3 150,500.00 999.48 150,421,740.00 999.48 150,421,740.00
- Pekerjaan Turap Penahan Lereng 162.36 m3 1,071,510.00 162.36 173,970,363.60 162.36 173,970,363.60
- Bangunan Saluran Pembawa Air Baku 1.00 Paket 20,385,846.22 1.00 20,385,846.22 1.00 20,385,846.22
- Bangunan Bak Pengumpul 1.00 unit 86,809,923.21 1.00 86,809,923.21 1.00 86,809,923.21
- Bangunan Prasedimentasi 1.00 Unit 301,216,294.12 1.00 301,216,294.12 1.00 301,216,294.12
- Bangunan Reservoir Kap. 50 m3 1.00 unit 325,781,012.30 1.00 325,781,012.30 1.00 325,781,012.30
- Bangunan Rumah Jaga 1.00 Unit 105,717,651.12 1.00 105,717,651.12 1.00 105,717,651.12
- Pagar Pengaman BRC 225.60 m' 613,163.08 225.60 138,329,590.15 225.60 138,329,590.15
- Pintu Pagar BRC 1.00 unit 7,183,635.70 1.00 7,183,635.70 1.00 7,183,635.70
13 Sumber Air Baku Hulu Sungai Pencengal
- Pembersihan Lahan Site Plan Intake 2,248.00 m2 17,000.00 2,248.00 38,216,000.00 2,248.00 38,216,000.00
- Cut & Fill Site Plan Intake 450.83 m3 150,500.00 450.83 67,849,915.00 450.83 67,849,915.00
- Bangunan Intake Bendung & Bak Pengumpul 1.00 unit 220,686,316.03 1.00 220,686,316.03 1.00 220,686,316.03
- Bangunan Prasedimentasi 1.00 Unit 333,871,294.12 1.00 333,871,294.12 1.00 333,871,294.12
- Bangunan Reservoir Kap. 50 m3 1.00 Unit 207,361,467.88 1.00 207,361,467.88 1.00 207,361,467.88
- Bangunan Rumah Jaga 1.00 Unit 105,717,651.12 1.00 105,717,651.12 1.00 105,717,651.12
- Pagar Pengaman BRC 271.20 m' 613,163.08 271.20 166,289,826.46 271.20 166,289,826.46
- Pintu Pagar BRC 1.00 Unit 7,183,635.70 1.00 7,183,635.70 1.00 7,183,635.70
14 Sumber Air Baku Hulu Sungai Madak
- Pembersihan Lahan Site Plan Intake 2,432.00 m2 17,000.00 2,432.00 41,344,000.00 2,432.00 41,344,000.00
- Cut & Fill Site Plan Intake 618.53 m3 150,500.00 618.53 93,088,765.00 618.53 93,088,765.00
- Bangunan Saluran Pembawa Air Baku 1.00 Paket 20,385,846.22 1.00 20,385,846.22 1.00 20,385,846.22
- Bangunan Bak Pengumpul 1.00 Unit 86,809,923.21 1.00 86,809,923.21 1.00 86,809,923.21
- Bangunan Prasedimentasi 1.00 Unit 315,211,294.12 1.00 315,211,294.12 1.00 315,211,294.12
- Bangunan Reservoir Kap. 50 m3 1.00 Unit 237,989,965.88 1.00 237,989,965.88 1.00 237,989,965.88
- Bangunan Rumah Jaga 1.00 Unit 105,717,651.12 1.00 105,717,651.12 1.00 105,717,651.12
- Pagar Pengaman BRC 188.40 m' 613,163.08 188.40 115,519,923.69 188.40 115,519,923.69
- Pintu Pagar BRC 1.00 Unit 7,183,635.70 1.00 7,183,635.70 1.00 7,183,635.70
15 PEKERJAAN PIPE SUPPORTS TYPICAL
- Tinggi 2 m 33.00 Unit 1,520,359.59 33.00 50,171,866.38 33.00 50,171,866.38
- Tinggi 1,5 m 54.00 Unit 1,123,517.28 54.00 60,669,933.28 54.00 60,669,933.28
- Tinggi 1 m 37.50 Unit 608,151.02 37.50 22,805,663.43 37.50 22,805,663.43
- Tinggi 0,3 m 1,133.33 Unit 154,129.17 1,133.33 174,679,722.83 1,133.33 174,679,722.83
16 PENGADAAN PIPA, FITTING & ACCESSORIES -
PIPA HDPE PN 100 SDR-17
Pipa HDPE Ø 150 mm 3,055.00 m' 384,000.00 3,055.00 1,173,120,000.00 3,055.00 1,173,120,000.00
Pipa HDPE Ø 100 mm 4,982.00 m' 159,600.00 4,982.00 795,127,200.00 4,982.00 795,127,200.00
Pipa HDPE Ø 75 mm 222.00 m' 107,040.00 222.00 23,762,880.00 222.00 23,762,880.00
Pipa HDPE Ø 50 mm 13,688.00 m' 52,800.00 13,688.00 722,726,400.00 13,688.00 722,726,400.00
PIPA GI MEDIUM
Pipa GI Ø 200 mm 22.00 m' 1,007,000 22.00 22,154,000.00 22.00 22,154,000.00
Pipa GI Ø 150 mm 5,040.00 m' 761,667 5,040.00 3,838,800,000.00 5,040.00 3,838,800,000.00
Pipa GI Ø 100 mm 1,800.00 m' 485,000 1,800.00 873,000,000.00 1,800.00 873,000,000.00
Pipa GI Ø 75 mm 134.00 m' 246,000 134.00 32,964,000.00 134.00 32,964,000.00
Pipa GI Ø 50 mm 6.00 m' 177,000 6.00 1,062,000.00 6.00 1,062,000.00
17 FITTING DAN ACCESSORIES
Stub Flange HDPE
Ø 150 mm 12.00 bh 721,500.00 12.00 8,658,000.00 12.00 8,658,000.00
Ø 100 mm 18.00 bh 471,750.00 18.00 8,491,500.00 18.00 8,491,500.00
Ø 75 mm 9.00 bh 342,250.00 9.00 3,080,250.00 9.00 3,080,250.00
Ø 50 mm 98.00 bh 190,000.00 98.00 18,620,000.00 98.00 18,620,000.00
Equal Tee HDPE
Ø 150x150mm 4.00 bh 889,000.00 4.00 3,556,000.00 4.00 3,556,000.00
Ø 150x100mm 2.00 bh 576,072.00 2.00 1,152,144.00 2.00 1,152,144.00
Ø 150x75mm 2.00 bh 640,080.00 2.00 1,280,160.00 2.00 1,280,160.00
Ø 150x50mm 15.00 bh 576,072.00 15.00 8,641,080.00 15.00 8,641,080.00
Ø 100x100mm 1.00 bh 450,000.00 1.00 450,000.00 1.00 450,000.00
Ø 100x50mm 25.00 bh 364,500.00 25.00 9,112,500.00 25.00 9,112,500.00
Ø 75x50mm 2.00 bh 247,500.00 2.00 495,000.00 2.00 495,000.00
Ø 50x50mm 28.00 bh 115,000.00 28.00 3,220,000.00 28.00 3,220,000.00
Reducer HDPE
Ø 150x100mm 3.00 bh 512,000.00 3.00 1,536,000.00 3.00 1,536,000.00
Tee STEEL
Ø 150x150mm 1.00 bh 889,000.00 1.00 889,000.00 1.00 889,000.00
Ø 150x100mm 1.00 bh 800,100.00 1.00 800,100.00 1.00 800,100.00
Ø 150x75mm 7.00 bh 640,080.00 7.00 4,480,560.00 7.00 4,480,560.00
Ø 100x50mm 9.00 bh 576,072.00 9.00 5,184,648.00 9.00 5,184,648.00
Gate Valve All Flange CI
Ø 150 mm 7.00 bh 10,530,000.00 7.00 73,710,000.00 7.00 73,710,000.00
DOKUMEN PENAWARAN
ADENDUM I
LOKASI KEGIATAN
PROYEK INI ADALAH :
Aruk – Desa Sebungan
Kecamatan Sajingan
Besar