Post on 19-Dec-2015
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HARGA SATUAN BARANG DAN JASA (HSBJ)DINAS PEKERJAAN UMUM
PROVINSI KALIMANTAN TIMURTAHUN ANGGARAN 2010
INSTANSI : DINAS PEKERJAAN UMUM PROVINSI KALIMANTAN TIMUR
Harga Satuan Barang dan Jasa di Kabupaten / Kota Propinsi Kalimantan Timur
No. Mata Uraian Pekerjaan Satuan
PembayaranSamarinda Balikpapan
1 2 3 4 5
A. UPAH PEKERJA
1 Pekerja Jam 9,000.00 8,930.63
2 Tukang Jam 11,550.00 11,460.98
3 M a n d o r Jam 16,500.00 16,372.83
4 Operator Jam 14,950.00 14,834.77
5 Pembantu Operator Jam 11,530.00 11,441.13
6 Sopir / Driver Jam 12,100.00 12,006.74
7 Pembantu Sopir / Driver Jam 10,450.00 10,369.46
8 Mekanik Jam 19,800.00 19,647.39
9 Pembantu Mekanik Jam 10,780.00 10,696.91
10 Kepala Tukang Jam 15,400.00 15,281.30
B HARGA BAHAN
1 Pasir Pasang (Sedang) M3 139,500.00 138,424.80
2 Pasir Beton (Kasar) M3 296,500.00 294,214.72
3 Pasir Halus (untuk HRS) M3 369,936.32 367,085.03
4 Pasir Urug (ada unsur lempung) M3 296,500.00 294,214.72
5 Batu Kali M3 262,600.00 260,576.00
6 Agregat Kasar M3 369,936.32 367,085.03
7 Agregat Halus M3 369,936.32 367,085.03
8 F i l l e r Kg 630.00 625.14
9 Batu Belah / Kerakal M3 242,800.00 240,928.61
10 G r a v e l M3 272,600.00 270,498.93
11 Bahan Tanah Timbunan M3 36,750.00 36,466.75
12 Bahan Pilihan M3 42,000.00 41,676.28
13 Aspal KG 10,700.00 10,617.53
14 Kerosen / Minyak Tanah LITER 9,450.00 9,377.16
15 Semen / PC (40kg) Zak 74,500.00 73,925.79
16 Semen / PC (kg) Kg 1,862.50 1,848.14
17 Besi Beton Kg 21,000.00 20,838.14
18 Kawat Beton Kg 16,275.00 16,149.56
19 Kawat Bronjong Kg 34,125.00 33,861.98
20 S i r t u M3 202,500.00 200,939.23
21 Cat Marka (Non Thermoplas) Kg 42,000.00 41,676.28
22 Cat Marka (Thermoplastic) Kg 52,500.00 52,095.35
23 P a k u Kg 31,500.00 31,257.21
24 Kayu Perancah M3 2,100,000.00 2,083,814.20
25 B e n s i n LITER 7,875.00 7,814.30
26 S o l a r LITER 8,925.00 8,856.21
27 Minyak Pelumas / Olie LITER 31,500.00 31,257.21
28 Plastik Filter M2 21,000.00 20,838.14
29 Pipa Galvanis Dia. 1.6" Batang 420,000.00 416,762.84
30 Pipa Porus M' 42,000.00 41,676.28
31 Bahan Agr.Base Kelas A M3 410,110.35 406,949.41
32 Bahan Agr.Base Kelas B M3 363,644.57 360,841.77
33 Bahan Agr.Base Kelas C M3 334,698.69 332,118.99
34 Bahan Agr.Base Kelas C2 M3 -
35 Geotextile Woven M2 89,250.00 88,562.10
36 Geotextile Non Woven M2 40,000.00 39,691.70
36 Aspal Emulsi Kg 10,500.00 10,419.07
37 Gebalan Rumput M2 5,250.00 5,209.54
38 Rumput Vertiver M' 55,000.00 54,576.09
39 Thinner LITER 26,250.00 26,047.68
40 Glass Bead Kg 36,750.00 36,466.75
41 Pelat Rambu (Eng. Grade) BH 630,000.00 625,144.26
42 Pelat Rambu (High I. Grade) BH 735,000.00 729,334.97
43 Rel Pengaman M' 840,000.00 833,525.68
44 Beton K-250 M3 1,906,842.88 1,892,145.84
45 Baja Tulangan (Polos) U24 Kg 13,125.00 13,023.84
46 Baja Tulangan (Ulir) D32 Kg 15,750.00 15,628.61
47 Kapur M3 42,000.00 41,676.28
48 Chipping M3 369,936.32 367,085.03
49 Chipping (kg) Kg 196.27 194.76
50 Cat Kg 28,875.00 28,652.45
51 Pemantul Cahaya (Reflector) Bh. 13,230.00 13,128.03
52 Pasir Urug M3 135,800.00 134,753.32
53 Arbocell Kg. 33,600.00 33,341.03
54 Baja Bergelombang Kg 13,125.00 13,023.84
55 Beton K-125 M3 1,319,180.82 1,309,013.20
56 Baja Struktur Kg 28,875.00 28,652.45
57 Tiang Pancang Baja Kg 25,247.37 25,052.78
58 Tiang Pancang Beton Pratekan M3 9,000,000.00 8,930,632.28
59 Kawat Las Dos 42,000.00 41,676.28
60 Pipa Baja Kg 15,750.00 15,628.61
61 Minyak Fluks Liter 6,548.85 6,498.37
62 Bunker Oil Liter 3,150.00 3,125.72
63 Asbuton Kg 10,000.00 9,922.92
64 Baja Prategang Kg 8,400.00 8,335.26
65 Baja Tulangan (Polos) U32 Kg 14,700.00 14,586.70
66 Baja Tulangan (Ulir) D39 Kg 16,275.00 16,149.56
67 Baja Tulangan (Ulir) D48 Kg 16,800.00 16,670.51
68 PCI Girder L=17m Buah 90,300,000.00 89,604,010.53
69 PCI Girder L=21m Buah 101,850,000.00 101,064,988.62
70 PCI Girder L=26m Buah 130,200,000.00 129,196,480.29
71 PCI Girder L=32m Buah 164,850,000.00 163,579,414.56
72 PCI Girder L=36m Buah 176,400,000.00 175,040,392.65
73 PCI Girder L=41m Buah 201,600,000.00 200,046,163.03
74 Beton K-300 M3 1,987,423.53 1,972,105.41
75 Beton K-175 M3 1,464,846.09 1,453,555.75
76 Cerucuk M' 45,000.00 44,653.16
77 Elastomer buah 277,200.00 275,063.47
78 Bahan pengawet: kreosot liter 5,250.00 5,209.54
79 Mata Kucing buah 78,750.00 78,143.03
80 Anchorage buah 504,000.00 500,115.41
81 Anti strpping agent liter 52,500.00 52,095.35
82 Bahan Modifikasi Kg 1,000.00 992.29
83 Beton K-500 M3 2,729,180.80 2,708,145.57
84 Beton K-400 M3 2,557,306.86 2,537,596.35
85 Beton K-400 Non Shrink M3 3,000,000.00 2,976,877.43
85 Ducting (Kabel prestress) M' 157,500.00 156,286.06
86 Ducting (Strand prestress) M' 52,500.00 52,095.35
87 Beton K-350 M3 2,467,377.88 2,448,360.51
88 Multipleks 12 mm Lbr 190,575.00 189,106.14
89 Elastomer jenis 1 buah 404,775.00 401,655.19
90 Elastomer jenis 2 buah 682,500.00 677,239.61
91 Elastomer jenis 3 buah 879,900.00 873,118.15
92 Expansion Tipe Joint Asphaltic Plug Kg 65,000.00 64,499.01
93 Joint Rubber M' 400,000.00 396,916.99
94 Epoxy Mortar Kg 125,000.00 124,036.56
95 Sealant Kg 170,000.00 168,689.72
93 Expansion Join Baja Siku M 288,750.00 286,524.45
94 Kerb Type A Buah 47,250.00 46,885.82
95 Paving Block Buah 42,000.00 41,676.28
96 Mini Timber Pile Buah 28,350.00 28,131.49
97 Strip Bearing Buah 240,975.00 239,117.68
98 Joint Socket Pile 35x35 Set 637,875.00 632,958.56
99 Joint Socket Pile 16x16x16 Set 70,875.00 70,328.73
100 Mikro Pile 16x16x16 M1 63,787.50 63,295.86
101 Matras Concrete Buah 425,250.00 421,972.38
102 Assetilline Botol 240,975.00 239,117.68
103 Oxygen Botol 120,487.50 119,558.84
104 Batu Bara Kg 630.00 625.14
105 Pipa Galvanis Dia 3" M 220,500.00 218,800.49
106 Pipa Galvanis Dia 1,5" M 105,000.00 104,190.71
107 Agregat Pecah Mesin 0-5 mm M3 369,936.32 367,085.03
108 Agregat Pecah Mesin 5-10 & 10-20 mm M3 369,936.32 367,085.03
109 Agregat Pecah Mesin 20-30 mm M3 369,936.32 367,085.03
110 Joint Sealent Kg 35,805.00 35,529.03
111 Cat Anti Karat Kg 37,537.50 37,248.18
112 Expansion Cap M2 6,352.50 6,303.54
113 Polytene 125 mikron Kg 20,212.50 20,056.71
114 Curing Compound Ltr 40,425.00 40,113.42
115 Kayu Acuan M3 2,100,000.00 2,083,814.20
116 Additive Ltr 40,425.00 40,113.42
117 Casing M2 9,450.00 9,377.16
118 Plat Baja tebal 4 Mm Kg 25,000.00 24,807.31
119 Cat Dasar untuk Plat Baja Kg 75,000.00 74,421.94
120 Cat Akhir untuk Plat Baja Kg 90,000.00 89,306.32
121 Baut Angkur Bh 9,000.00 8,930.63
122 Alat Penyuntik Nipple Bh 25,000.00 24,807.31
123 Anyaman Kawat M2 55,000.00 54,576.09
124 Propil Baja Pengaku Tegangan Leleh 250 Mpa Kg 25,000.00 24,807.31
125 Fibber Composit Carbon M2 5,000,000.00 4,961,462.38
126 Angkur Dia 16 mm Bh 85,000.00 84,344.86
127 Beton Grouting K-250, tebal 7,5 Cm M2 3,000,000.00 2,976,877.43
C. HARGA SEWA PERALATAN
1 ASPHALT MIXING PLANT Jam 6,845,022.68 6,792,264.50
2 ASPHALT FINISHER Jam 974,276.24 966,766.98
3 ASPHALT SPRAYER Jam 143,723.81 142,616.06
4 BULLDOZER 100-150 HP Jam 745,610.72 739,863.90
5 COMPRESSOR 4000-6500 L\M Jam 181,096.32 179,700.52
6 CONCRETE MIXER 0.3-0.6 M3 Jam 116,659.89 115,760.73
7 CRANE 10-15 TON Jam 615,487.48 610,743.60
8 DUMP TRUCK 3.5 TON Jam 271,447.24 269,355.05
9 DUMP TRUCK 10 TON Jam 465,807.64 462,217.42
10 EXCAVATOR 80-140 HP Jam 618,511.07 613,743.88
11 FLAT BED TRUCK 3-4 M3 Jam 453,491.55 449,996.25
12 GENERATOR SET Jam 484,170.92 480,439.16
13 MOTOR GRADER >100 HP Jam 708,440.72 702,980.39
14 TRACK LOADER 75-100 HP Jam 402,896.84 399,791.50
15 WHEEL LOADER 1.0-1.6 M3 Jam 475,850.02 472,182.40
16 THREE WHEEL ROLLER 6-8 T Jam 448,915.89 445,455.86
17 TANDEM ROLLER 6-8 T. Jam 412,882.75 409,700.44
18 TIRE ROLLER 8-10 T. Jam 459,581.09 456,038.86
19 VIBRATORY ROLLER 5-8 T. Jam 511,411.48 507,469.77
20 CONCRETE VIBRATOR Jam 67,332.30 66,813.34
21 STONE CRUSHER Jam 754,782.30 748,964.80
22 WATER PUMP 70-100 mm Jam 39,959.20 39,651.21
23 WATER TANKER 3000-4500 L. Jam 298,542.64 296,241.62
24 PEDESTRIAN ROLLER Jam 128,202.07 127,213.95
25 TAMPER Jam 51,359.46 50,963.61
26 JACK HAMMER Jam 35,101.26 34,830.72
27 FULVI MIXER Jam 1,083,144.71 1,074,796.34
28 CONCRETE PUMP Jam 281,533.92 279,363.99
29 TRAILER 20 TON Jam 547,795.28 543,573.13
30 PILE DRIVER + HAMMER Jam 196,103.42 194,591.95
31 CRANE ON TRACK 35 TON Jam 616,346.10 611,595.59
32 WELDING SET Jam 132,841.84 131,817.96
33 BORE PILE MACHINE Jam 824,284.42 817,931.22
34 ASPHALT LIQUID MIXER Jam 43,877.50 43,539.32
35 TRONTON Jam 527,913.52 523,844.61
36 COLD MILLING MACHINE Jam 1,704,625.93 1,691,487.49
37 ROCK DRILL BREAKER Jam 328,013.29 325,485.12
38 COLD RECYCLER Jam 6,525,465.85 6,475,170.66
39 HOT RECYCLER Jam 7,997,853.78 7,936,210.12
40 AGGREGAT (CHIP) SPREADER Jam 535,675.52 531,546.79
41 ASPHALT DISTRIBUTOR Jam 360,564.63 357,785.57
42 SLIP FORM PAVER Jam 553,134.27 548,870.97
43 CONCRETE PAN MIXER Jam 657,364.76 652,298.11
44 CONCRETE BREAKER Jam 810,194.65 803,950.06
45 ASPAHLT TANKER Jam 530,634.87 526,544.99
46 CEMENT TANKER Jam 494,934.87 491,120.15
47 CONDRETE MIXER (350) Jam 77,360.67 76,764.41
48 VIBRATING RAMMER Jam 47,388.42 47,023.17
49 TRUK MIXER (AGITATOR) Jam 620,091.38 615,312.01
50 BORE PILE MACHINE Jam 665,057.40 659,931.45
51 CRANE ON TRACK 75-100 TON Jam 878,507.59 871,736.47
52 BLENDING EQUIPMENT Jam 283,068.63 280,886.87
53 ASPHALT LIQUID MIXER Jam 140,550.41 139,467.12
54 HYDROLIK PUMP Jam 364,676.92 361,866.16
55 HYDROLIK JACK Jam 229,003.54 227,238.49
56 HAMMER K.80 Jam 550,000.00 545,760.86
57 HAMMER K.60 Jam 517,000.00 513,015.21
58 HAMMER K.45 Jam 466,606.78 463,010.40
59 HAMMER K.35 Jam 438,667.66 435,286.62
60 TUG BOAT Jam 267,202.75 265,143.28
61 PONTON Jam 557,524.00 553,226.87
62 Lauding Set Jam 876,421.55 869,666.51
63 MESIN GROUTING Jam 331,149.98 328,597.63
64 UNCOILER Jam 82,296.57 81,662.27
65 BORE PILE Jam 949,857.70 942,536.64
66 DRAILING MACHINE Jam 465,732.41 462,142.76
65 STRASSING JACK Jam 462,546.15 458,981.06
66 CONCRETE BATCHING PLANT Jam 656,496.94 651,436.97
67 TOWER CRANE Jam 370,360.60 367,506.04
68 ULTRASONIC TEST Jam 802,716.31 796,529.35
69 PERALATAN SELAM Jam 62,267.82 61,787.89
70 UNDERWATER TORCH Jam 57,300.87 56,859.22
71 AG/AGC1 REF. ELECTRODE Jam 55,748.69 55,319.01
72 DIGITAL MULTIMATER Jam 52,727.69 52,321.29
73 AUTOMACT LEVEL Jam 73,447.71 72,881.61
74 THEODOLITE Jam 84,073.36 83,425.36
75 PICK UP TRUCK Jam 196,353.29 194,839.90
76 MESIN MARKA/APPLICATOR Jam 75,546.60 74,964.33
77 MESIN PEMOTONG RUMPUT Jam 57,317.17 56,875.39
78 GROUD PUMP Jam 318,625.30 316,169.49
79 LAUCHING SET Jam 536,010.29 531,878.98
D. TENAGA
1. TENAGA AHLI
Ahli Muda (1 - 4 tahun) Jam 14,018,000.00 14,158,000.00
Ahli (5 - 8 tahun) Jam 19,140,000.00 19,676,000.00
Ahli Utama (9 - 12 tahun) Jam 24,262,000.00 24,413,000.00
Ahli Kepala (13 - 20 Tahun) Jam 29,923,000.00 29,923,000.00
2. TENAGA PENDUKUNG
Pengalaman (1 - 7 tahun) Jam 8,762,000.00 8,762,000.00
Pengalaman (8 - 11 tahun) Jam 12,940,000.00 12,940,000.00
Pengalaman (12 - 15 tahun) Jam 16,175,000.00 16,336,000.00
Pengalaman (16 - 20 tahun) Jam 20,218,000.00 20,218,000.00
3. ASISTENSI
Pengalaman (1 - 4 tahun) Jam 9,166,000.00 9,166,000.00
Pengalaman (1 - 2 tahun) Jam 8,088,000.00 8,088,000.00
4. OFFICE MANAJER Jam 5,392,000.00 5,471,000.00
5. SEKRETARIS Jam 2,022,000.00 2,052,000.00
6. SEKRETARIS BILINGUAL Jam 4,044,000.00 4,044,000.00
7. JURU GAMBAR Jam 4,044,000.00 4,044,000.00
8. OPERATOR KOMPUTER Jam 2,022,000.00 2,022,000.00
9. SOPIR Jam 1,348,000.00 1,348,000.00
10. PESURUH Jam 1,079,000.00 1,079,000.00
11. PENJAGA Jam 1,079,000.00 1,079,000.00
HARGA SATUAN BARANG DAN JASA (HSBJ)DINAS PEKERJAAN UMUM
PROVINSI KALIMANTAN TIMURTAHUN ANGGARAN 2010
Harga Satuan Barang dan Jasa di Kabupaten / Kota Propinsi Kalimantan Timur
PenajamPasir
KutaiBontang Kutai Timur Kutai Barat Berau
Paser Utara Kartanegara
6 7 8 9 10 11 12
8,934.50 9,377.41 9,368.84 9,887.50 9,971.65 9,971.65 9,675.87
11,465.94 12,034.34 12,023.35 12,688.96 12,796.95 12,796.95 12,417.37
16,379.91 17,191.91 17,176.21 18,127.09 18,281.36 18,281.36 17,739.10
14,841.19 15,576.92 15,562.69 16,424.24 16,564.02 16,564.02 16,072.70
11,446.08 12,013.50 12,002.53 12,666.99 12,774.79 12,774.79 12,395.87
12,011.93 12,607.40 12,595.89 13,293.20 13,406.33 13,406.33 13,008.67
10,373.94 10,888.21 10,878.27 11,480.49 11,578.20 11,578.20 11,234.76
19,655.89 20,630.30 20,611.45 21,752.51 21,937.63 21,937.63 21,286.92
10,701.54 11,232.05 11,221.79 11,843.03 11,943.82 11,943.82 11,589.55
15,287.91 16,045.79 16,031.13 16,918.62 17,062.60 17,062.60 16,556.49
138,484.68 145,349.82 145,217.04 153,256.31 154,560.61 154,560.61 149,976.04
294,341.99 308,933.48 308,651.28 325,738.32 328,510.53 328,510.53 318,766.27
367,243.82 385,449.29 385,097.19 406,416.31 409,875.14 409,875.14 397,717.45
294,341.99 308,933.48 308,651.28 325,738.32 328,510.53 328,510.53 318,766.27
260,688.72 273,611.91 273,361.97 288,495.39 290,950.65 290,950.65 282,320.48
367,243.82 385,449.29 385,097.19 406,416.31 409,875.14 409,875.14 397,717.45
367,243.82 385,449.29 385,097.19 406,416.31 409,875.14 409,875.14 397,717.45
625.41 656.42 655.82 692.13 698.02 698.02 677.31
241,032.83 252,981.61 252,750.52 266,742.88 269,013.01 269,013.01 261,033.56
270,615.94 284,031.25 283,771.80 299,481.50 302,030.26 302,030.26 293,071.45
36,482.52 38,291.08 38,256.10 40,373.97 40,717.58 40,717.58 39,509.82
41,694.31 43,761.23 43,721.26 46,141.68 46,534.38 46,534.38 45,154.08
10,622.12 11,148.70 11,138.51 11,755.14 11,855.19 11,855.19 11,503.54
9,381.22 9,846.28 9,837.28 10,381.88 10,470.23 10,470.23 10,159.67
73,957.77 77,624.09 77,553.19 81,846.56 82,543.12 82,543.12 80,094.73
1,848.94 1,940.60 1,938.83 2,046.16 2,063.58 2,063.58 2,002.37
20,847.16 21,880.62 21,860.63 23,070.84 23,267.19 23,267.19 22,577.04
16,156.55 16,957.48 16,941.99 17,879.90 18,032.07 18,032.07 17,497.20
33,876.63 35,556.00 35,523.52 37,490.12 37,809.18 37,809.18 36,687.69
201,026.15 210,991.67 210,798.93 222,468.83 224,362.17 224,362.17 217,707.15
41,694.31 43,761.23 43,721.26 46,141.68 46,534.38 46,534.38 45,154.08
52,117.89 54,701.54 54,651.58 57,677.11 58,167.97 58,167.97 56,442.59
31,270.73 32,820.93 32,790.95 34,606.26 34,900.78 34,900.78 33,865.56
2,084,715.59 2,188,061.73 2,186,063.00 2,307,084.20 2,326,718.80 2,326,718.80 2,257,703.79
7,817.68 8,205.23 8,197.74 8,651.57 8,725.20 8,725.20 8,466.39
8,860.04 9,299.26 9,290.77 9,805.11 9,888.55 9,888.55 9,595.24
31,270.73 32,820.93 32,790.95 34,606.26 34,900.78 34,900.78 33,865.56
20,847.16 21,880.62 21,860.63 23,070.84 23,267.19 23,267.19 22,577.04
416,943.12 437,612.35 437,212.60 461,416.84 465,343.76 465,343.76 451,540.76
41,694.31 43,761.23 43,721.26 46,141.68 46,534.38 46,534.38 45,154.08
407,125.45 427,307.98 426,917.65 450,551.96 454,386.41 454,386.41 440,908.42
360,997.86 378,893.70 378,547.59 399,504.12 402,904.12 402,904.12 390,953.20
332,262.65 348,733.99 348,415.43 367,703.83 370,833.20 370,833.20 359,833.57
88,600.41 92,992.62 92,907.68 98,051.08 98,885.55 98,885.55 95,952.41
39,708.87 41,677.37 41,639.30 43,944.46 44,318.45 44,318.45 43,003.88
10,423.58 10,940.31 10,930.32 11,535.42 11,633.59 11,633.59 11,288.52
5,211.79 5,470.15 5,465.16 5,767.71 5,816.80 5,816.80 5,644.26
54,599.69 57,306.38 57,254.03 60,423.63 60,937.87 60,937.87 59,130.34
26,058.94 27,350.77 27,325.79 28,838.55 29,083.98 29,083.98 28,221.30
36,482.52 38,291.08 38,256.10 40,373.97 40,717.58 40,717.58 39,509.82
625,414.68 656,418.52 655,818.90 692,125.26 698,015.64 698,015.64 677,311.14
729,650.46 765,821.61 765,122.05 807,479.47 814,351.58 814,351.58 790,196.33
833,886.23 875,224.69 874,425.20 922,833.68 930,687.52 930,687.52 903,081.52
1,892,964.32 1,986,804.73 1,984,989.84 2,094,879.56 2,112,708.17 2,112,708.17 2,050,041.14
13,029.47 13,675.39 13,662.89 14,419.28 14,541.99 14,541.99 14,110.65
15,635.37 16,410.46 16,395.47 17,303.13 17,450.39 17,450.39 16,932.78
41,694.31 43,761.23 43,721.26 46,141.68 46,534.38 46,534.38 45,154.08
367,243.82 385,449.29 385,097.19 406,416.31 409,875.14 409,875.14 397,717.45
194.84 204.50 204.32 215.63 217.46 217.46 211.01
28,664.84 30,085.85 30,058.37 31,722.41 31,992.38 31,992.38 31,043.43
13,133.71 13,784.79 13,772.20 14,534.63 14,658.33 14,658.33 14,223.53
134,811.61 141,494.66 141,365.41 149,191.45 150,461.15 150,461.15 145,998.18
33,355.45 35,008.99 34,977.01 36,913.35 37,227.50 37,227.50 36,123.26
13,029.47 13,675.39 13,662.89 14,419.28 14,541.99 14,541.99 14,110.65
1,309,579.44 1,374,499.56 1,373,244.00 1,449,267.26 1,461,601.34 1,461,601.34 1,418,247.40
28,664.84 30,085.85 30,058.37 31,722.41 31,992.38 31,992.38 31,043.43
25,063.61 26,306.10 26,282.07 27,737.05 27,973.11 27,973.11 27,143.37
8,934,495.37 9,377,407.44 9,368,841.45 9,887,503.73 9,971,651.99 9,971,651.99 9,675,873.40
41,694.31 43,761.23 43,721.26 46,141.68 46,534.38 46,534.38 45,154.08
15,635.37 16,410.46 16,395.47 17,303.13 17,450.39 17,450.39 16,932.78
6,501.19 6,823.47 6,817.24 7,194.64 7,255.87 7,255.87 7,040.65
3,127.07 3,282.09 3,279.09 3,460.63 3,490.08 3,490.08 3,386.56
9,927.22 10,419.34 10,409.82 10,986.12 11,079.61 11,079.61 10,750.97
8,338.86 8,752.25 8,744.25 9,228.34 9,306.88 9,306.88 9,030.82
14,593.01 15,316.43 15,302.44 16,149.59 16,287.03 16,287.03 15,803.93
16,156.55 16,957.48 16,941.99 17,879.90 18,032.07 18,032.07 17,497.20
16,677.72 17,504.49 17,488.50 18,456.67 18,613.75 18,613.75 18,061.63
89,642,770.23 94,086,654.60 94,000,709.17 99,204,620.78 100,048,908.26 100,048,908.26 97,081,263.06
101,108,705.96 106,120,994.14 106,024,055.69 111,893,583.91 112,845,861.64 112,845,861.64 109,498,633.92
129,252,366.38 135,659,827.56 135,535,906.24 143,039,220.66 144,256,565.39 144,256,565.39 139,977,635.11
163,650,173.56 171,762,846.19 171,605,945.80 181,106,110.03 182,647,425.54 182,647,425.54 177,229,747.69
175,116,109.29 183,797,185.73 183,629,292.33 193,795,073.16 195,444,378.92 195,444,378.92 189,647,118.54
200,132,696.33 210,053,926.55 209,862,048.37 221,480,083.61 223,365,004.48 223,365,004.48 216,739,564.05
1,972,958.48 2,070,764.46 2,068,872.88 2,183,406.39 2,201,988.42 2,201,988.42 2,136,673.16
1,454,184.51 1,526,273.18 1,524,878.97 1,609,296.80 1,622,992.83 1,622,992.83 1,574,851.70
44,672.48 46,887.04 46,844.21 49,437.52 49,858.26 49,858.26 48,379.37
275,182.46 288,824.15 288,560.32 304,535.11 307,126.88 307,126.88 298,016.90
5,211.79 5,470.15 5,465.16 5,767.71 5,816.80 5,816.80 5,644.26
78,176.83 82,052.32 81,977.36 86,515.66 87,251.95 87,251.95 84,663.89
500,331.74 525,134.82 524,655.12 553,700.21 558,412.51 558,412.51 541,848.91
52,117.89 54,701.54 54,651.58 57,677.11 58,167.97 58,167.97 56,442.59
992.72 1,041.93 1,040.98 1,098.61 1,107.96 1,107.96 1,075.10
2,709,317.02 2,843,626.70 2,841,029.13 2,998,309.48 3,023,826.79 3,023,826.79 2,934,134.21
2,538,694.03 2,664,545.37 2,662,111.39 2,809,486.79 2,833,397.11 2,833,397.11 2,749,353.04
2,978,165.12 3,125,802.48 3,122,947.15 3,295,834.58 3,323,884.00 3,323,884.00 3,225,291.13
156,353.67 164,104.63 163,954.73 173,031.32 174,503.91 174,503.91 169,327.78
52,117.89 54,701.54 54,651.58 57,677.11 58,167.97 58,167.97 56,442.59
2,449,419.58 2,570,845.30 2,568,496.91 2,710,689.78 2,733,759.28 2,733,759.28 2,652,670.67
189,187.94 198,566.60 198,385.22 209,367.89 211,149.73 211,149.73 204,886.62
401,828.93 421,748.90 421,363.64 444,690.48 448,475.05 448,475.05 435,172.41
677,532.57 711,120.06 710,470.48 749,802.37 756,183.61 756,183.61 733,753.73
873,495.83 916,797.87 915,960.40 966,668.28 974,895.18 974,895.18 945,977.89
64,526.91 67,725.72 67,663.85 71,409.75 72,017.49 72,017.49 69,881.31
397,088.68 416,773.66 416,392.95 439,444.61 443,184.53 443,184.53 430,038.82
124,090.21 130,241.77 130,122.80 137,326.44 138,495.17 138,495.17 134,387.13
168,762.69 177,128.81 176,967.01 186,763.96 188,353.43 188,353.43 182,766.50
286,648.39 300,858.49 300,583.66 317,224.08 319,923.83 319,923.83 310,434.27
46,906.10 49,231.39 49,186.42 51,909.39 52,351.17 52,351.17 50,798.34
41,694.31 43,761.23 43,721.26 46,141.68 46,534.38 46,534.38 45,154.08
28,143.66 29,538.83 29,511.85 31,145.64 31,410.70 31,410.70 30,479.00
239,221.11 251,080.08 250,850.73 264,737.91 266,990.98 266,990.98 259,071.51
633,232.36 664,623.75 664,016.64 700,776.83 706,740.83 706,740.83 685,777.53
70,359.15 73,847.08 73,779.63 77,864.09 78,526.76 78,526.76 76,197.50
63,323.24 66,462.38 66,401.66 70,077.68 70,674.08 70,674.08 68,577.75
422,154.91 443,082.50 442,677.76 467,184.55 471,160.56 471,160.56 457,185.02
239,221.11 251,080.08 250,850.73 264,737.91 266,990.98 266,990.98 259,071.51
119,610.56 125,540.04 125,425.36 132,368.96 133,495.49 133,495.49 129,535.76
625.41 656.42 655.82 692.13 698.02 698.02 677.31
218,895.14 229,746.48 229,536.62 242,243.84 244,305.47 244,305.47 237,058.90
104,235.78 109,403.09 109,303.15 115,354.21 116,335.94 116,335.94 112,885.19
367,243.82 385,449.29 385,097.19 406,416.31 409,875.14 409,875.14 397,717.45
367,243.82 385,449.29 385,097.19 406,416.31 409,875.14 409,875.14 397,717.45
367,243.82 385,449.29 385,097.19 406,416.31 409,875.14 409,875.14 397,717.45
35,544.40 37,306.45 37,272.37 39,335.79 39,670.56 39,670.56 38,493.85
37,264.29 39,111.60 39,075.88 41,239.13 41,590.10 41,590.10 40,356.46
6,306.26 6,618.89 6,612.84 6,978.93 7,038.32 7,038.32 6,829.55
20,065.39 21,060.09 21,040.86 22,205.69 22,394.67 22,394.67 21,730.40
40,130.78 42,120.19 42,081.71 44,411.37 44,789.34 44,789.34 43,460.80
2,084,715.59 2,188,061.73 2,186,063.00 2,307,084.20 2,326,718.80 2,326,718.80 2,257,703.79
40,130.78 42,120.19 42,081.71 44,411.37 44,789.34 44,789.34 43,460.80
9,381.22 9,846.28 9,837.28 10,381.88 10,470.23 10,470.23 10,159.67
24,818.04 26,048.35 26,024.56 27,465.29 27,699.03 27,699.03 26,877.43
74,454.13 78,145.06 78,073.68 82,395.86 83,097.10 83,097.10 80,632.28
89,344.95 93,774.07 93,688.41 98,875.04 99,716.52 99,716.52 96,758.73
8,934.50 9,377.41 9,368.84 9,887.50 9,971.65 9,971.65 9,675.87
24,818.04 26,048.35 26,024.56 27,465.29 27,699.03 27,699.03 26,877.43
54,599.69 57,306.38 57,254.03 60,423.63 60,937.87 60,937.87 59,130.34
24,818.04 26,048.35 26,024.56 27,465.29 27,699.03 27,699.03 26,877.43
4,963,608.54 5,209,670.80 5,204,911.91 5,493,057.63 5,539,806.66 5,539,806.66 5,375,485.22
84,381.35 88,564.40 88,483.50 93,381.98 94,176.71 94,176.71 91,383.25
2,978,165.12 3,101,710.28 3,100,217.43 3,407,574.66 3,434,921.03 3,775,460.96 3,692,873.44
6,795,202.61 7,132,062.95 7,125,548.02 7,520,020.81 7,584,020.44 7,584,020.44 7,359,063.65
967,185.17 1,015,131.69 1,014,204.40 1,070,351.10 1,079,460.40 1,079,460.40 1,047,441.50
142,677.75 149,750.75 149,613.96 157,896.64 159,240.43 159,240.43 154,517.05
740,183.94 776,877.28 776,167.62 819,136.53 826,107.84 826,107.84 801,603.88
179,778.25 188,690.44 188,518.08 198,954.51 200,647.72 200,647.72 194,696.12
115,810.81 121,551.93 121,440.89 128,163.90 129,254.65 129,254.65 125,420.71
611,007.78 641,297.43 640,711.63 676,181.64 681,936.33 681,936.33 661,708.77
269,471.57 282,830.15 282,571.80 298,215.07 300,753.05 300,753.05 291,832.13
462,417.36 485,340.90 484,897.55 511,741.65 516,096.86 516,096.86 500,788.42
614,009.37 644,447.82 643,859.13 679,503.39 685,286.35 685,286.35 664,959.43
450,190.91 472,508.34 472,076.72 498,211.05 502,451.10 502,451.10 487,547.43
480,646.98 504,474.22 504,013.40 531,915.75 536,442.66 536,442.66 520,530.72
703,284.48 738,148.58 737,474.31 778,301.14 784,924.92 784,924.92 761,642.52
399,964.44 419,791.98 419,408.51 442,627.11 446,394.12 446,394.12 433,153.20
472,386.65 495,804.39 495,351.49 522,774.32 527,223.42 527,223.42 511,584.95
445,648.55 467,740.80 467,313.53 493,184.17 497,381.45 497,381.45 482,628.15
409,877.67 430,196.64 429,803.67 453,597.74 457,458.12 457,458.12 443,889.02
456,236.12 478,853.24 478,415.82 504,901.08 509,198.07 509,198.07 494,094.27
507,689.28 532,857.09 532,370.34 561,842.55 566,624.15 566,624.15 549,816.97
66,842.24 70,155.83 70,091.74 73,972.05 74,601.59 74,601.59 72,388.76
749,288.77 786,433.46 785,715.08 829,212.53 836,269.60 836,269.60 811,464.22
39,668.36 41,634.85 41,596.82 43,899.64 44,273.25 44,273.25 42,960.02
296,369.76 311,061.78 310,777.63 327,982.39 330,773.70 330,773.70 320,962.31
127,268.97 133,578.11 133,456.09 140,844.27 142,042.93 142,042.93 137,829.66
50,985.66 53,513.18 53,464.30 56,424.10 56,904.30 56,904.30 55,216.41
34,845.79 36,573.21 36,539.80 38,562.65 38,890.84 38,890.84 37,737.27
1,075,261.26 1,128,565.47 1,127,534.56 1,189,955.26 1,200,082.45 1,200,082.45 1,164,485.67
279,484.84 293,339.81 293,071.85 309,296.41 311,928.70 311,928.70 302,676.29
543,808.27 570,766.61 570,245.23 601,814.21 606,935.99 606,935.99 588,933.09
194,676.12 204,326.85 204,140.20 215,441.48 217,275.01 217,275.01 210,830.21
611,860.15 642,192.05 641,605.43 677,124.93 682,887.64 682,887.64 662,631.87
131,874.98 138,412.45 138,286.01 145,941.58 147,183.62 147,183.62 142,817.87
818,285.03 858,850.09 858,065.55 905,568.36 913,275.26 913,275.26 886,185.74
43,558.15 45,717.47 45,675.71 48,204.33 48,614.58 48,614.58 47,172.57
524,071.21 550,051.13 549,548.67 579,971.88 584,907.76 584,907.76 567,558.26
1,692,219.17 1,776,107.99 1,774,485.57 1,872,721.70 1,888,659.62 1,888,659.62 1,832,638.30
325,625.91 341,768.25 341,456.05 360,359.18 363,426.04 363,426.04 352,646.11
6,477,971.61 6,799,105.78 6,792,894.99 7,168,952.00 7,229,963.84 7,229,963.84 7,015,509.05
7,939,643.06 8,333,237.05 8,325,624.88 8,786,534.34 8,861,312.72 8,861,312.72 8,598,468.95
531,776.72 558,138.62 557,628.78 588,499.30 593,507.76 593,507.76 575,903.17
357,940.33 375,684.60 375,341.42 396,120.45 399,491.66 399,491.66 387,641.96
549,108.39 576,329.49 575,803.03 607,679.68 612,851.38 612,851.38 594,673.02
652,580.27 684,930.80 684,305.14 722,188.50 728,334.74 728,334.74 706,730.91
804,297.82 844,169.49 843,398.36 890,089.19 897,664.35 897,664.35 871,037.88
526,772.75 552,886.60 552,381.55 582,961.58 587,922.92 587,922.92 570,483.98
491,332.59 515,689.55 515,218.48 543,741.15 548,368.70 548,368.70 532,103.02
76,797.61 80,604.72 80,531.09 84,989.32 85,712.63 85,712.63 83,170.23
47,043.52 49,375.62 49,330.51 52,061.47 52,504.54 52,504.54 50,947.15
615,578.17 646,094.39 645,504.20 681,239.54 687,037.27 687,037.27 666,658.41
660,216.91 692,946.02 692,313.03 730,639.72 736,857.88 736,857.88 715,001.24
872,113.55 915,347.06 914,510.92 965,138.56 973,352.43 973,352.43 944,480.91
281,008.37 294,938.88 294,669.46 310,982.46 313,629.10 313,629.10 304,326.25
139,527.44 146,444.27 146,310.50 154,410.30 155,724.42 155,724.42 151,105.33
362,022.69 379,969.34 379,622.25 400,638.27 404,047.93 404,047.93 392,063.08
227,336.78 238,606.61 238,388.65 251,585.93 253,727.07 253,727.07 246,201.03
545,996.94 573,063.79 572,540.31 604,236.34 609,378.73 609,378.73 591,303.37
513,237.12 538,679.96 538,187.89 567,982.16 572,816.01 572,816.01 555,825.17
463,210.68 486,173.54 485,729.44 512,619.59 516,982.27 516,982.27 501,647.57
435,474.91 457,062.82 456,645.31 481,925.35 486,026.80 486,026.80 471,610.30
265,257.97 278,407.67 278,153.35 293,552.02 296,050.31 296,050.31 287,268.89
553,466.17 580,903.30 580,372.66 612,502.29 617,715.03 617,715.03 599,392.40
870,042.70 913,173.55 912,339.40 962,846.82 971,041.19 971,041.19 942,238.22
328,739.77 345,036.47 344,721.29 363,805.18 366,901.37 366,901.37 356,018.36
81,697.60 85,747.61 85,669.28 90,411.96 91,181.42 91,181.42 88,476.80
942,944.35 989,689.18 988,785.13 1,043,524.61 1,052,405.60 1,052,405.60 1,021,189.20
462,342.67 485,262.50 484,819.23 511,658.99 516,013.50 516,013.50 500,707.53
459,179.60 481,942.63 481,502.39 508,158.53 512,483.25 512,483.25 497,282.00
651,718.76 684,026.59 683,401.75 721,235.10 727,373.22 727,373.22 705,797.92
367,665.01 385,891.36 385,538.86 406,882.42 410,345.22 410,345.22 398,173.59
796,873.90 836,377.54 835,613.54 881,873.39 889,378.63 889,378.63 862,997.93
61,814.62 64,878.97 64,819.70 68,408.15 68,990.34 68,990.34 66,943.95
56,883.81 59,703.73 59,649.19 62,951.39 63,487.14 63,487.14 61,603.99
55,342.94 58,086.47 58,033.41 61,246.16 61,767.40 61,767.40 59,935.26
52,343.93 54,938.79 54,888.60 57,927.25 58,420.25 58,420.25 56,687.39
72,913.13 76,527.68 76,457.77 80,690.50 81,377.22 81,377.22 78,963.41
83,461.45 87,598.90 87,518.88 92,363.96 93,150.03 93,150.03 90,387.02
194,924.18 204,587.20 204,400.32 215,715.99 217,551.86 217,551.86 211,098.85
74,996.75 78,714.59 78,642.68 82,996.37 83,702.71 83,702.71 81,219.93
56,899.99 59,720.71 59,666.16 62,969.30 63,505.20 63,505.20 61,621.51
316,306.25 331,986.58 331,683.32 350,045.43 353,024.51 353,024.51 342,553.12
532,109.05 558,487.43 557,977.27 588,867.08 593,878.68 593,878.68 576,263.08
14,000,000.00 14,648,000.00 14,579,000.00 15,140,000.00 14,579,000.00 14,859,000.00 14,859,000.00
18,000,000.00 19,999,000.00 19,687,000.00 20,507,000.00 19,960,000.00 20,507,000.00 20,507,000.00
22,000,000.00 25,351,000.00 25,020,000.00 26,081,000.00 25,172,000.00 25,778,000.00 25,778,000.00
30,000,000.00 31,266,000.00 30,920,000.00 21,918,000.00 31,253,000.00 21,918,000.00 21,918,000.00
6,750,000.00 9,089,000.00 8,981,000.00 9,418,000.00 9,369,000.00 9,418,000.00 9,418,000.00
10,350,000.00 13,234,000.00 13,234,000.00 13,822,000.00 13,528,000.00 13,822,000.00 13,822,000.00
13,950,000.00 16,498,000.00 16,498,000.00 17,145,000.00 16,882,000.00 17,145,000.00 17,145,000.00
20,586,000.00 20,586,000.00 20,586,000.00 21,689,000.00 21,321,000.00 21,321,000.00 21,321,000.00
9,428,000.00 9,428,000.00 9,428,000.00 9,690,000.00 9,690,000.00 9,690,000.00 9,690,000.00
8,319,000.00 8,319,000.00 8,319,000.00 8,550,000.00 8,550,000.00 8,550,000.00 8,550,000.00
5,652,000.00 5,634,000.00 5,550,000.00 5,788,000.00 5,630,000.00 5,709,000.00 5,788,000.00
2,120,000.00 2,113,000.00 2,082,000.00 2,171,000.00 2,111,000.00 2,141,000.00 2,171,000.00
4,239,000.00 4,226,000.00 4,179,000.00 4,314,000.00 4,246,000.00 4,314,000.00 4,314,000.00
5,250,000.00 4,226,000.00 4,213,000.00 4,381,000.00 4,213,000.00 4,297,000.00 4,297,000.00
2,400,000.00 1,750,000.00 2,107,000.00 2,191,000.00 2,107,000.00 2,149,000.00 2,149,000.00
3,000,000.00 1,750,000.00 1,498,000.00 1,498,000.00 1,498,000.00 1,498,000.00 1,498,000.00
2,400,000.00 1,300,000.00 1,133,000.00 1,187,000.00 1,133,000.00 1,133,000.00 1,187,000.00
2,550,000.00 1,300,000.00 1,133,000.00 1,187,000.00 1,133,000.00 1,133,000.00 1,187,000.00
HARGA SATUAN BARANG DAN JASA (HSBJ)DINAS PEKERJAAN UMUM
PROVINSI KALIMANTAN TIMURTAHUN ANGGARAN 2010
Harga Satuan Barang dan Jasa di Kabupaten / Kota Propinsi Kalimantan Timur
Ket.Bulungan Tarakan Nunukan Malinau Tana Tidung
13 14 15 16 17
10,019.70 10,029.43 10,800.00 11,700.00 11,118.64
12,858.62 12,871.10 13,860.00 15,015.00 14,268.92
18,369.45 18,387.29 19,800.00 21,450.00 20,384.17
16,643.84 16,660.00 17,940.00 19,435.00 18,469.29
12,836.35 12,848.81 13,836.00 14,989.00 14,244.21
13,470.93 13,484.01 14,520.00 15,730.00 14,948.39
11,633.98 11,645.28 12,540.00 13,585.00 12,909.97
22,043.34 22,064.75 23,760.00 25,740.00 24,461.00
12,001.37 12,013.03 12,936.00 14,014.00 13,317.66
17,144.82 17,161.47 18,480.00 20,020.00 19,025.22
155,305.35 155,456.17 167,400.00 181,350.00 172,338.88
330,093.45 330,414.01 355,800.00 385,450.00 366,297.33
411,850.11 412,250.07 443,923.59 480,917.22 457,020.86
330,093.45 330,414.01 355,800.00 385,450.00 366,297.33
292,352.58 292,636.49 315,120.00 341,380.00 324,417.13
411,850.11 412,250.07 443,923.59 480,917.22 457,020.86
411,850.11 412,250.07 443,923.59 480,917.22 457,020.86
701.38 702.06 756.00 819.00 778.30
270,309.24 270,571.75 291,360.00 315,640.00 299,956.12
303,485.58 303,780.30 327,120.00 354,380.00 336,771.17
40,913.78 40,953.51 44,100.00 47,775.00 45,401.10
46,758.60 46,804.01 50,400.00 54,600.00 51,886.97
11,912.31 11,923.88 12,840.00 13,910.00 13,218.82
10,520.69 10,530.90 11,340.00 12,285.00 11,674.57
82,940.85 83,021.40 89,400.00 96,850.00 92,037.61
2,073.52 2,075.53 2,235.00 2,421.25 2,300.94
23,379.30 23,402.00 25,200.00 27,300.00 25,943.49
18,118.96 18,136.55 19,530.00 21,157.50 20,106.20
37,991.36 38,028.26 40,950.00 44,362.50 42,158.17
225,443.25 225,662.18 243,000.00 263,250.00 250,169.34
46,758.60 46,804.01 50,400.00 54,600.00 51,886.97
58,448.25 58,505.01 63,000.00 68,250.00 64,858.72
35,068.95 35,103.01 37,800.00 40,950.00 38,915.23
2,337,930.00 2,340,200.43 2,520,000.00 2,730,000.00 2,594,348.68
8,767.24 8,775.75 9,450.00 10,237.50 9,728.81
9,936.20 9,945.85 10,710.00 11,602.50 11,025.98
35,068.95 35,103.01 37,800.00 40,950.00 38,915.23
23,379.30 23,402.00 25,200.00 27,300.00 25,943.49
467,586.00 468,040.09 504,000.00 546,000.00 518,869.74
46,758.60 46,804.01 50,400.00 54,600.00 51,886.97
456,575.85 457,019.25 492,132.42 533,143.45 506,652.02
404,845.50 405,238.66 436,373.49 472,737.94 449,248.01
372,620.05 372,981.91 401,638.42 435,108.29 413,488.14
99,362.03 99,458.52 107,100.00 116,025.00 110,259.82
44,532.00 44,575.25 48,000.00 52,000.00 49,416.17
11,689.65 11,701.00 12,600.00 13,650.00 12,971.74
5,844.83 5,850.50 6,300.00 6,825.00 6,485.87
61,231.50 61,290.96 66,000.00 71,500.00 67,947.23
29,224.13 29,252.51 31,500.00 34,125.00 32,429.36
40,913.78 40,953.51 44,100.00 47,775.00 45,401.10
701,379.00 702,060.13 756,000.00 819,000.00 778,304.60
818,275.50 819,070.15 882,000.00 955,500.00 908,022.04
935,172.00 936,080.17 1,008,000.00 1,092,000.00 1,037,739.47
2,122,888.17 2,124,949.77 2,288,211.45 2,478,895.74 2,355,721.57
14,612.06 14,626.25 15,750.00 17,062.50 16,214.68
17,534.48 17,551.50 18,900.00 20,475.00 19,457.62
46,758.60 46,804.01 50,400.00 54,600.00 51,886.97
411,850.11 412,250.07 443,923.59 480,917.22 457,020.86
218.51 218.72 235.53 255.16 242.48
32,146.54 32,177.76 34,650.00 37,537.50 35,672.29
14,728.96 14,743.26 15,876.00 17,199.00 16,344.40
151,186.14 151,332.96 162,960.00 176,540.00 167,767.88
37,406.88 37,443.21 40,320.00 43,680.00 41,509.58
14,612.06 14,626.25 15,750.00 17,062.50 16,214.68
1,468,644.01 1,470,070.25 1,583,016.99 1,714,935.07 1,629,721.44
32,146.54 32,177.76 34,650.00 37,537.50 35,672.29
28,107.90 28,135.19 30,296.84 32,821.58 31,190.71
10,019,700.00 10,029,430.43 10,800,000.00 11,700,000.00 11,118,637.19
46,758.60 46,804.01 50,400.00 54,600.00 51,886.97
17,534.48 17,551.50 18,900.00 20,475.00 19,457.62
7,290.83 7,297.92 7,858.62 8,513.51 8,090.48
3,506.90 3,510.30 3,780.00 4,095.00 3,891.52
11,133.00 11,143.81 12,000.00 13,000.00 12,354.04
9,351.72 9,360.80 10,080.00 10,920.00 10,377.39
16,365.51 16,381.40 17,640.00 19,110.00 18,160.44
18,118.96 18,136.55 19,530.00 21,157.50 20,106.20
18,703.44 18,721.60 20,160.00 21,840.00 20,754.79
100,530,990.00 100,628,618.62 108,360,000.00 117,390,000.00 111,556,993.10
113,389,605.00 113,499,721.00 122,220,000.00 132,405,000.00 125,825,910.83
144,951,660.00 145,092,426.84 156,240,000.00 169,260,000.00 160,849,617.96
183,527,505.00 183,705,733.99 197,820,000.00 214,305,000.00 203,656,371.13
196,386,120.00 196,576,836.37 211,680,000.00 229,320,000.00 217,925,288.85
224,441,280.00 224,659,241.56 241,920,000.00 262,080,000.00 249,057,472.98
2,212,598.61 2,214,747.33 2,384,908.23 2,583,650.58 2,455,271.24
1,630,813.15 1,632,396.88 1,757,815.31 1,904,299.92 1,809,676.91
50,098.50 50,147.15 54,000.00 58,500.00 55,593.19
308,606.76 308,906.46 332,640.00 360,360.00 342,454.03
5,844.83 5,850.50 6,300.00 6,825.00 6,485.87
87,672.38 87,757.52 94,500.00 102,375.00 97,288.08
561,103.20 561,648.10 604,800.00 655,200.00 622,643.68
58,448.25 58,505.01 63,000.00 68,250.00 64,858.72
1,113.30 1,114.38 1,200.00 1,300.00 1,235.40
3,038,396.98 3,041,347.66 3,275,016.96 3,547,935.04 3,371,641.23
2,847,049.73 2,849,814.58 3,068,768.23 3,324,498.92 3,159,307.46
3,339,900.00 3,343,143.48 3,600,000.00 3,900,000.00 3,706,212.40
175,344.75 175,515.03 189,000.00 204,750.00 194,576.15
58,448.25 58,505.01 63,000.00 68,250.00 64,858.72
2,746,931.80 2,749,599.42 2,960,853.46 3,207,591.25 3,048,208.83
212,167.15 212,373.19 228,690.00 247,747.50 235,437.14
450,636.01 451,073.63 485,730.00 526,207.50 500,060.71
759,827.25 760,565.14 819,000.00 887,250.00 843,163.32
979,592.67 980,543.98 1,055,880.00 1,143,870.00 1,087,032.10
72,364.50 72,434.78 78,000.00 84,500.00 80,301.27
445,320.00 445,752.46 480,000.00 520,000.00 494,161.65
139,162.50 139,297.64 150,000.00 162,500.00 154,425.52
189,261.00 189,444.80 204,000.00 221,000.00 210,018.70
321,465.38 321,777.56 346,500.00 375,375.00 356,722.94
52,603.42 52,654.51 56,700.00 61,425.00 58,372.85
46,758.60 46,804.01 50,400.00 54,600.00 51,886.97
31,562.06 31,592.71 34,020.00 36,855.00 35,023.71
268,277.47 268,538.00 289,170.00 313,267.50 297,701.51
710,146.24 710,835.88 765,450.00 829,237.50 788,033.41
78,905.14 78,981.76 85,050.00 92,137.50 87,559.27
71,014.62 71,083.59 76,545.00 82,923.75 78,803.34
473,430.82 473,890.59 510,300.00 552,825.00 525,355.61
268,277.47 268,538.00 289,170.00 313,267.50 297,701.51
134,138.73 134,269.00 144,585.00 156,633.75 148,850.76
701.38 702.06 756.00 819.00 778.30
245,482.65 245,721.05 264,600.00 286,650.00 272,406.61
116,896.50 117,010.02 126,000.00 136,500.00 129,717.43
411,850.11 412,250.07 443,923.59 480,917.22 457,020.86
411,850.11 412,250.07 443,923.59 480,917.22 457,020.86
411,850.11 412,250.07 443,923.59 480,917.22 457,020.86
39,861.71 39,900.42 42,966.00 46,546.50 44,233.64
41,790.50 41,831.08 45,045.00 48,798.75 46,373.98
7,072.24 7,079.11 7,623.00 8,258.25 7,847.90
22,502.58 22,524.43 24,255.00 26,276.25 24,970.61
45,005.15 45,048.86 48,510.00 52,552.50 49,941.21
2,337,930.00 2,340,200.43 2,520,000.00 2,730,000.00 2,594,348.68
45,005.15 45,048.86 48,510.00 52,552.50 49,941.21
10,520.69 10,530.90 11,340.00 12,285.00 11,674.57
27,832.50 27,859.53 30,000.00 32,500.00 30,885.10
83,497.50 83,578.59 90,000.00 97,500.00 92,655.31
100,197.00 100,294.30 108,000.00 117,000.00 111,186.37
10,019.70 10,029.43 10,800.00 11,700.00 11,118.64
27,832.50 27,859.53 30,000.00 32,500.00 30,885.10
61,231.50 61,290.96 66,000.00 71,500.00 67,947.23
27,832.50 27,859.53 30,000.00 32,500.00 30,885.10
5,566,500.00 5,571,905.79 6,000,000.00 6,500,000.00 6,177,020.66
94,630.50 94,722.40 102,000.00 110,500.00 105,009.35
4,203,220.69 4,115,268.59 5,043,864.82 5,349,849.16 6,279,611.71
7,620,563.75 7,627,964.30 8,214,027.22 8,898,529.48 8,456,369.30
1,084,661.73 1,085,715.08 1,169,131.48 1,266,559.11 1,203,624.89
160,007.72 160,163.11 172,468.58 186,840.96 177,556.99
830,088.41 830,894.54 894,732.86 969,293.93 921,130.56
201,614.54 201,810.33 217,315.59 235,425.22 223,727.14
129,877.46 130,003.59 139,991.87 151,657.86 144,122.11
685,222.21 685,887.65 738,584.98 800,133.73 760,375.78
302,202.21 302,495.69 325,736.69 352,881.41 335,347.04
518,583.65 519,087.26 558,969.17 605,549.94 575,460.69
688,588.38 689,257.09 742,213.29 804,064.40 764,111.14
504,872.14 505,362.44 544,189.86 589,539.02 560,245.34
539,027.48 539,550.95 581,005.10 629,422.20 598,146.75
788,707.05 789,472.99 850,128.86 920,972.93 875,210.59
448,545.05 448,980.65 483,476.21 523,765.89 497,740.42
529,763.83 530,278.30 571,020.03 618,605.03 587,867.08
499,778.06 500,263.41 538,699.07 583,590.66 554,592.55
459,662.36 460,108.75 495,459.30 536,747.57 510,077.05
511,651.63 512,148.51 551,497.31 597,455.42 567,768.38
569,354.40 569,907.32 613,693.78 664,834.93 631,799.86
74,961.05 75,033.85 80,798.77 87,532.00 83,182.61
840,299.13 841,115.17 905,738.76 981,216.99 932,461.17
44,486.58 44,529.78 47,951.04 51,946.96 49,365.76
332,367.53 332,690.30 358,251.17 388,105.44 368,820.82
142,727.36 142,865.97 153,842.48 166,662.69 158,381.36
57,178.49 57,234.02 61,631.36 66,767.30 63,449.70
39,078.24 39,116.19 42,121.52 45,631.64 43,364.25
1,205,865.00 1,207,036.05 1,299,773.65 1,408,088.12 1,338,121.45
313,431.72 313,736.10 337,840.71 365,994.10 347,808.17
609,860.48 610,452.74 657,354.33 712,133.86 676,748.55
218,321.94 218,533.96 235,324.10 254,934.45 242,266.97
686,178.11 686,844.48 739,615.32 801,249.93 761,436.52
147,892.82 148,036.44 159,410.21 172,694.39 164,113.36
917,675.84 918,567.02 989,141.30 1,071,569.74 1,018,324.37
48,848.83 48,896.26 52,653.00 57,040.76 54,206.45
587,726.12 588,296.88 633,496.22 686,287.57 652,186.54
1,897,760.05 1,899,603.02 2,045,551.12 2,216,013.71 2,105,901.92
365,177.19 365,531.83 393,615.94 426,417.27 405,228.97
7,264,801.13 7,271,856.20 7,830,559.02 8,483,105.61 8,061,587.48
8,904,010.61 8,912,657.56 9,597,424.53 10,397,209.91 9,880,581.60
596,367.56 596,946.71 642,810.62 696,378.17 661,775.75
401,416.60 401,806.43 432,677.55 468,734.01 445,443.03
615,804.38 616,402.41 663,761.12 719,074.55 683,344.36
731,844.19 732,554.91 788,837.71 854,574.19 812,111.14
901,989.71 902,865.66 972,233.59 1,053,253.05 1,000,917.82
590,755.80 591,329.50 636,761.84 689,825.33 655,548.51
551,010.99 551,546.09 593,921.84 643,415.33 611,444.58
86,125.63 86,209.27 92,832.80 100,568.87 95,571.69
52,757.53 52,808.76 56,866.11 61,604.95 58,543.85
690,347.73 691,018.15 744,109.65 806,118.79 766,063.45
740,408.40 741,127.43 798,068.88 864,574.62 821,614.66
978,042.49 978,992.30 1,054,209.10 1,142,059.86 1,085,311.90
315,140.31 315,446.35 339,682.36 367,989.22 349,704.16
156,474.77 156,626.73 168,660.49 182,715.53 173,636.56
405,994.81 406,389.09 437,612.30 474,080.00 450,523.37
254,949.64 255,197.23 274,804.25 297,704.60 282,911.92
612,315.00 612,909.64 660,000.00 715,000.00 679,472.27
575,576.10 576,135.06 620,400.00 672,100.00 638,703.94
519,473.33 519,977.80 559,928.13 606,588.81 576,447.94
488,368.70 488,842.97 526,401.19 570,267.96 541,931.84
297,476.82 297,765.71 320,643.30 347,363.57 330,103.38
620,691.47 621,294.24 669,028.80 724,781.20 688,767.45
975,720.12 976,667.67 1,051,705.86 1,139,348.02 1,082,734.81
368,669.27 369,027.29 397,379.97 430,494.97 409,104.05
91,620.78 91,709.75 98,755.89 106,985.55 101,669.53
1,057,476.57 1,058,503.52 1,139,829.24 1,234,815.01 1,173,458.12
518,499.89 519,003.42 558,878.89 605,452.13 575,367.74
514,952.63 515,452.71 555,055.38 601,309.99 571,431.42
730,878.04 731,587.82 787,796.33 853,446.02 811,039.03
412,322.46 412,722.87 444,432.72 481,468.78 457,545.01
893,664.07 894,531.93 963,259.57 1,043,531.20 991,679.04
69,322.77 69,390.09 74,721.39 80,948.17 76,925.92
63,793.05 63,855.01 68,761.04 74,491.13 70,789.73
62,065.02 62,125.29 66,898.43 72,473.30 68,872.17
58,701.74 58,758.75 63,273.23 68,546.00 65,140.01
81,769.33 81,848.74 88,137.25 95,482.02 90,737.60
93,598.87 93,689.76 100,888.03 109,295.36 103,864.57
218,600.12 218,812.41 235,623.95 255,259.28 242,575.67
84,106.03 84,187.71 90,655.92 98,210.58 93,330.59
63,811.20 63,873.17 68,780.60 74,512.31 70,809.86
354,725.55 355,070.03 382,350.36 414,212.89 393,631.01
596,740.26 597,319.77 643,212.35 696,813.38 662,189.33
15,728,000.00 15,621,000.00 17,184,000.00 17,554,000.00 17,554,000.00
21,475,000.00 21,329,000.00 21,601,000.00 23,968,000.00 23,968,000.00
27,222,000.00 27,037,000.00 27,598,000.00 30,381,000.00 30,381,000.00
33,573,000.00 33,345,000.00 34,245,000.00 37,470,000.00 37,470,000.00
9,637,000.00 9,764,000.00 9,965,000.00 10,972,000.00 10,972,000.00
14,522,000.00 14,420,000.00 14,704,000.00 16,204,000.00 16,204,000.00
18,148,000.00 18,025,000.00 18,439,000.00 20,255,000.00 20,255,000.00
22,688,000.00 22,530,000.00 22,975,000.00 25,317,000.00 25,317,000.00
10,082,000.00 10,214,000.00 10,475,000.00 11,478,000.00 11,478,000.00
8,896,000.00 9,013,000.00 9,242,000.00 10,128,000.00 10,128,000.00
6,052,000.00 6,008,000.00 6,026,000.00 6,752,000.00 6,752,000.00
2,270,000.00 2,253,000.00 2,260,000.00 2,532,000.00 2,532,000.00
4,537,000.00 4,506,000.00 4,583,000.00 5,064,000.00 5,064,000.00
4,539,000.00 4,506,000.00 4,549,000.00 5,064,000.00 5,064,000.00
2,269,000.00 2,253,000.00 2,275,000.00 2,532,000.00 2,532,000.00
1,498,000.00 1,502,000.00 1,653,000.00 1,688,000.00 1,688,000.00
1,187,000.00 1,202,000.00 1,323,000.00 1,352,000.00 1,352,000.00
1,187,000.00 1,202,000.00 1,323,000.00 1,400,000.00 1,400,000.00
INFORMASI UMUM
No. U R A I A N I N F O R M A S I
1. Nomor Paket Kontrak
2. Nama Paket
3. Propinsi / Kabupaten / Kotamadya
4. Lokasi pekerjaan
5. Kondisi jalan lama
6. Panjang efektif ( lihat sketsa di bawah )
7. Lebar jalan lama ( bahu + perkerasan + perkerasan + bahu )
8. Lebar Rencana ( bahu + perkerasan + perkerasan + bahu )
9. Penampang jalan, jenis dan volume pekerjaan pokok
10. Jangka waktu pelaksanaan pekerjaan
11. Jarak rata-rata Base Camp ke lokasi pekerjaan --->
Perhitungan didasarkan pada sketsa di bawah ini :
0.40 Km = a
A
Base Camp --------->
Kalkulasi Jarak Rata-Rata =
12. Jam kerja efektif dalam 1 hari13. Asuransi, Pajak, dsb. untuk Peralatan14. Tingkat Suku Bunga Investasi Alat15. Biaya Umum dan Keuntungan
16. RINGKASAN METODE PELAKSANAAN
a. Mobilisasi dilaksanakan sesuai ketentuan yang berlaku dalam Kontrak.
b. Pekerjaan Tanah dilaksanakan untuk . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
D
C
c. Pekerjaan Lapis Pondasi Agregat dilaksanakan untuk . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
d. Pekerjaan Campuran Aspal Panas dilaksanakan untuk . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
e. Pekerjaan Pasangan Batu dilaksanakan untuk . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
f. Pekerjaan Pengembalian Kondisi dilaksanakan untuk . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
g. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
17. Lokasi Quarry
18 Jumlah Jembatan = ...................... Buah
19 Total Bentang Jembatan = .................. Buah
20 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
21 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
22 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
INFORMASI UMUM
I N F O R M A S I
: ………………………………………………
Pembangunan Jalan Revolusi - Polewali STA. 0+000 - 0+850 Loa Bahu
: Kal-Tim/Samarinda
Periksa lampiran
Lapib pondasi Aggt Klas B
0.850
( - ) meter
( 0.75 + 3 + 3 + 0.75 ) meter
Lihat lampiran.
120 hari kalenderAtau : 4.00 bulan (Periode Pelaksanaan)
L = 0.51 Kilometer
0.450 Km = b
0.3 Km = c B
7.0 jam0.002 x Harga Pokok Alat15.00 %10.00 % x Biaya Langsung
Pekerjaan Tanah dilaksanakan untuk . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Kilometer ( Leff = a + b )
L = { (c+a/2)*a + (c+b/2)*b } / (a+b)
Pekerjaan Lapis Pondasi Agregat dilaksanakan untuk . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Pekerjaan Campuran Aspal Panas dilaksanakan untuk . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Pekerjaan Pasangan Batu dilaksanakan untuk . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .Pekerjaan Pengembalian Kondisi dilaksanakan untuk . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Periksa lampiran.
Periksa lampiran.
Periksa lampiran.
HEQ JAYAGENERAL CONTRACTOR & CIVIL ENGINEERING
Jalan Jakarta Blok BG No. 13 Loa Bakung Samarinda Kalimantan timur
REKAPITULASIDAFTAR KUANTITAS DAN HARGA
Program : Pembangunan Jalan dan Jembatan Prop. Kaltim
Kegiatan : Pembangunan Jalan Dalam Kota Samarinda
Lokasi : Jalan Baru Kel. Loa Bahu
Sumber Dana : APBD
Tahun Anggaran : 2010
UraianJumlah Harga
No. Divisi Pekerjaan(Rupiah)
1 UMUM 66,875,000.00
2 DRAINASE 1,431,420,187.49
3 PEKERJAAN TANAH 3,380,831,171.04
4 PELEBARAN PERKERASAN DAN BAHU JALAN 326,491,574.86
5 PERKERASAN BERBUTIR 2,139,524,033.52
6 PERKERASAN ASPAL 1,495,862,603.58
( A ) Jumlah Harga Pekerjaan ( termasuk Biaya Umum dan Keuntungan ) 8,841,004,570.49
( B ) Pajak Pertambahan Nilai ( PPN ) = 10% x (A) 884,100,457.05
( C ) JUMLAH TOTAL HARGA PEKERJAAN 9,725,105,027.54
( D ) PEMBULATAN 9,725,105,000.00
Terbilang : Tiga Milyar Tujuh Ratus Delapan Puluh Dua Juta Dua Ratus Delapan Puluh Dua Ribu Rupiah
Samarinda, 20 Januari 2010Penawar
PT. HEQ JAYA
HEKI WIJAYANTI, SSTDirektur Utama
HEQ JAYA
HEQ JAYA
DAFTAR KUANTITAS DAN HARGA
Program : Pembangunan Jalan dan Jembatan Prop. Kaltim Kegiatan : Pembangunan Jalan Dalam Kota Samarinda Lokasi : Jalan Baru Kel.Loa Bahu Sumber Dana : APBD Tahun Anggaran : 2010
No. Mata
Uraian SatuanPerkiraan Harga Jumlah
Pembayaran Kuantitas Satuan Harga-Harga(Rupiah) (Rupiah)
a b c d e f = (d x e)
DIVISI 1 UMUM1.2 Mobilisasi LS 1.00 66,875,000.00 66,875,000.00
66,875,000.00 c
DIVISI 2 DRAINASE
2.1 Galian untuk Selokan Drainase dan Saluran Air 2600.00 36,626.87 95,229,873.02
2.2 Pasangan Batu dengan Mortar 1560.00 856,532.25 1,336,190,314.46
1,431,420,187.49
DIVISI 3 PEKERJAAN TANAH
3.1 (1) Galian Biasa 31279.16 36,626.87 1,145,657,951.19
3.2 (1) Timbunan Biasa 22076.62 95,406.55 2,106,254,658.93
3.3 (3) Penyiapan Badan Jalan 13000.00 9,916.81 128,918,560.93
3,380,831,171.04
DIVISI 4 PEKERJAAN BAHU JALAN
4.1 Lapis Pondasi Agregat Kelas C 585.00 558,105.26 326,491,574.86
326,491,574.86
DIVISI 5 PERKERASAN BERBUTIR
5.1 (1) Lapis Pondasi Agregat Kelas A 1456.00 595,319.75 866,785,550.78
5.1 (2) Lapis Pondasi Agregat Kelas B 2210.00 575,899.77 1,272,738,482.74
2,139,524,033.52
DIVISI 6 PERKERASAN ASPAL6.1 (1) Lapis Resap Pengikat Liter 91.00 15,716.08 1,430,162.99 6.3 (5) Asphalt Treated Base (ATB) M2 455.00 3,284,466.90 1,494,432,440.59
1,495,862,603.58
A Jumlah Keseluruhan 8,841,004,570.49 B PPN (10 % x Jumlah Keseluruhan) 884,100,457.05 C Jumlah Termasuk PPN 9,725,105,027.54 D Pembulatan 9,725,105,000.00
Samarinda, 20 Januari 2010
PenawarPT. HEQ JAYA
HEKI WIJAYANTI, SST
Jumlah Harga Pekerjaan DIVISI 1 (masuk pada Rekapitulasi Perkiraan Harga Pekerjaan)
M3
M3
Jumlah Harga Pekerjaan DIVISI 2 (masuk pada Rekapitulasi Perkiraan Harga Pekerjaan)
M3
M3
M2
Jumlah Harga Pekerjaan DIVISI 3 (masuk pada Rekapitulasi Perkiraan Harga Pekerjaan)
M3
Jumlah Harga Pekerjaan DIVISI 4 (Masuk Pada Rekapitulasi Perkiraan Harga Pekerjaan )
M3
M3
Jumlah Harga Pekerjaan DIVISI 5 (masuk pada Rekapitulasi Perkiraan Harga Pekerjaan)
Jumlah Harga Pekerjaan DIVISI 6 (masuk pada Rekapitulasi Perkiraan Harga Pekerjaan)
Direktur Utama
HARGA DASAR SATUAN UPAH
HARGANo. U R A I A N KODE SATUAN SATUAN
( Rp.)
1. Pekerja (L01) Jam 9,000.00 2. Tukang (L02) Jam 11,550.00 3. M a n d o r (L03) Jam 16,500.00 4. Operator (L04) Jam 14,950.00 5. Pembantu Operator (L05) Jam 11,530.00 6. Sopir / Driver (L05) Jam 12,100.00 7. Pembantu Sopir / Driver (L05) Jam 10,450.00 8. Mekanik / Tenaga ahli (L05) Jam 19,800.00 9. Pembantu Mekanik (L05) Jam 10,780.00
10. Kepala Tukang (L05) Jam 15,400.00 11.1213141516171819202122232425262728293031
DAFTARHARGA DASAR SATUAN BAHAN
HARGANo. U R A I A N KODE SATUAN SATUAN
( Rp.)
1 Pasir Pasang (Sedang) M01b M3 139,500.00 2 Pasir Beton (Kasar) M01a M3 296,500.00
3 Pasir Halus (untuk HRS) M01c M3 369,936.32 4 Pasir Urug (ada unsur lempung) M01d M3 296,500.00 5 Batu Kali M02 M3 262,600.00 6 Agregat Kasar M03 M3 369,936.32 7 Agregat Halus M04 M3 369,936.32 8 F i l l e r M05 Kg 630.00 9 Batu Belah / Kerakal M06 M3 242,800.00
10 G r a v e l M07 M3 272,600.00 11 Bahan Tanah Timbunan M08 M3 36,750.00 12 Bahan Pilihan M09 M3 42,000.00 13 Aspal M10 KG 10,700.00 14 Kerosen / Minyak Tanah M11 LITER 9,450.00 15 Semen / PC (40kg) M12 Zak 74,500.00 16 Semen / PC (kg) M12 Kg 1,862.50 17 Besi Beton M13 Kg 21,000.00 18 Kawat Beton M14 Kg 16,275.00 19 Kawat Bronjong M15 Kg 34,125.00 20 S i r t u M16 M3 202,500.00 21 Cat Marka (Non Thermoplas) M17a Kg 42,000.00 22 Cat Marka (Thermoplastic) M17b Kg 52,500.00 23 P a k u M18 Kg 31,500.00 24 Kayu Perancah M19 M3 2,100,000.00 25 B e n s i n M20 LITER 7,875.00 26 S o l a r M21 LITER 8,925.00 27 Minyak Pelumas / Olie M22 LITER 31,500.00 28 Plastik Filter M23 M2 21,000.00 29 Pipa Galvanis Dia. 1.6" M24 Batang 420,000.00 30 Pipa Porus M25 M' 42,000.00 31 Bahan Agr.Base Kelas A M26 M3 410,110.35 32 Bahan Agr.Base Kelas B M27 M3 363,644.57 33 Bahan Agr.Base Kelas C M28 M3 334,698.69 34 Bahan Agr.Base Kelas C2 M29 M3 0.00 35 Geotextile Woven M30 M2 89,250.00 36 Aspal Emulsi M31 Kg 10,500.00 37 Gebalan Rumput M32 M2 5,250.00 38 Thinner M33 LITER 26,250.00 39 Glass Bead M34 Kg 36,750.00 40 Pelat Rambu (Eng. Grade) M35a BH 630,000.00 41 Pelat Rambu (High I. Grade) M35b BH 735,000.00 42 Rel Pengaman M36 M' 840,000.00 43 Beton K-250 M37 M3 1,906,842.88 44 Baja Tulangan (Polos) U24 M39a Kg 13,125.00 45 Baja Tulangan (Ulir) D32 M39b Kg 15,750.00 46 Kapur M40 M3 42,000.00 47 Chipping M41 M3 369,936.32 48 Chipping (kg) M41kg Kg 196.27 49 Cat M42 Kg 28,875.00 50 Pemantul Cahaya (Reflector) M43 Bh. 13,230.00 51 Pasir Urug M44 M3 135,800.00 52 Arbocell M45 Kg. 33,600.00 53 Baja Bergelombang M46 Kg 13,125.00 54 Beton K-125 M47 M3 1,319,180.82 55 Baja Struktur M48 Kg 28,875.00
56 Tiang Pancang Baja M49 M' 25,247.37 57 Tiang Pancang Beton Pratekan M50 M3 9,000,000.00 58 Kawat Las M51 Dos 42,000.00 59 Pipa Baja M52 Kg 15,750.00 60 Minyak Fluks M53 Liter 6,548.85 61 Bunker Oil M54 Liter 3,150.00 62 Asbuton Halus M55 Kg 10,500.00 63 Baja Prategang M56 Kg 8,400.00 64 Baja Tulangan (Polos) U32 M57a Kg 14,700.00 65 Baja Tulangan (Ulir) D39 M39c Kg 16,275.00 66 Baja Tulangan (Ulir) D48 M39d Kg 16,800.00 67 PCI Girder L=17m M58a Buah 90,300,000 68 PCI Girder L=21m M58b Buah 101,850,000 69 PCI Girder L=26m M58c Buah 130,200,000 70 PCI Girder L=32m M58d Buah 164,850,000 71 PCI Girder L=36m M58e Buah 176,400,000 72 PCI Girder L=41m M58f Buah 201,600,000 73 Beton K-300 M59 M3 1,987,423.53 74 Beton K-175 M60 M3 1,464,846.09 75 Cerucuk M61 M 45,000 76 Elastomer M62 buah 277,200 77 Bahan pengawet: kreosot M63 liter 5,250 78 Mata Kucing M64 buah 78,750 79 Anchorage M65 buah 504,000 80 Anti strpping agent M66 liter 52,500.00 81 Bahan Modifikasi M67 Kg 1,000.00 82 Beton K-500 M68 M3 2,729,180.80 83 Beton K-400 M69 M3 2,557,306.86 84 Ducting (Kabel prestress) M70 M' 157,500 85 Ducting (Strand prestress) M71 M' 52,500 86 Beton K-350 M72 M3 2,467,377.88 87 Multipleks 12 mm M73 Lbr 190,575.00 88 Elastomer jenis 1 M74a buah 404,775.00 89 Elastomer jenis 2 M74b buah 682,500.00 90 Elastomer jenis 3 M74c buah 879,900.00 91 Expansion Tipe Joint Asphaltic Plug M75d Kg 65,000.00 9293 Expansion Join Baja Siku M75f M 288,750.00 9495 Kerb Type A M77 Buah 47,250.00 96 Paving Block M78 Buah 42,000.00 97 Mini Timber Pile M79 Buah 28,350.00 9899 Strip Bearing M81 Buah 240,975.00
100 Joint Socket Pile 35x35 M82 Set 637,875.00 101 Joint Socket Pile 16x16x16 M83 Set 70,875.00 102 Mikro Pile 16x16x16 M84 M1 63,787.50 103 Matras Concrete M85 Buah 425,250.00 104 Assetilline M86 Botol 240,975.00 105 Oxygen M87 Botol 120,487.50 106 Batu Bara M88 Kg 630.00 107 Pipa Galvanis Dia 3" M24a M 220,500.00 108 Pipa Galvanis Dia 1,5" M24b M 105,000.00
109 Agregat Pecah Mesin 0-5 mm M91 M3 369,936.32 110 Agregat Pecah Mesin 5-10 & 10-20 mm M92 M3 369,936.32 111 Agregat Pecah Mesin 20-30 mm M93 M3 369,936.32 112 Joint Sealent M94 Kg 35,805.00 113 Cat Anti Karat M95 Kg 37,537.50 114 Expansion Cap M96 M2 6,352.50 115 Polytene 125 mikron M97 Kg 20,212.50 116 Curing Compound M98 Ltr 40,425.00 117 Kayu Acuan M99 M3 2,100,000.00 118 Additive M67a Ltr 40,425.00 119 Casing M100 M2 9,450.00 120 Geotextile Non Woven M2 40,000.00 121 Rumput Vertiver 55,000.00 122 Beton K-400 Non Shrink 3,000,000.00 123 Joint Rubber M' 400,000.00 124 Epoxy Mortar Kg 125,000.00 125 Sealant Kg 170,000.00 126 Plat Baja tebal 4 Mm Kg 25,000.00 127 Cat Dasar untuk Plat Baja Kg 75,000.00 128 Cat Akhir untuk Plat Baja Kg 90,000.00 129 Baut Angkur Bh 9,000.00 130 Alat Penyuntik Nipple Bh 25,000.00 131 Anyaman Kawat M2 55,000.00 132 Propil Baja Pengaku Tegangan Leleh 250 Mpa Kg 25,000.00 133 Fibber Composit Carbon M2 5,000,000.00 134 Angkur Dia 16 mm Bh 85,000.00 135 Beton Grouting K-250, tebal 7,5 Cm M2 3,000,000.00 136137138139140141142143144145146147148149150151152153154155156157158159160161
162163164165166167168169170171172173174175176177178179180181182183184185186187188189190191192193194195196197198199200201202203204205206207208209210211212213214
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268269270271272273274275276277278279280281282283284285286287288289290291292293294295296297298299300301302303304305306307308309310311312313314315316317318319320
321322323324325326327328329330331332333334335336337338339340341342343344345346347348349350351352353354355356357358359360361362363364365366367368369370371372373
374375376377378379380381382383384385386387388389390391392393394395396397398399400401402403404405406407408409410411412413414415416417418419420421422423424425426
427428429430431432433434435436437438439440441442443444445446447448449450451452
HARGA DASAR SATUAN UPAH 10% HARGA PEROLEHAN ALAT
HargaKETERANGAN No. Jenis Alat yang
( Rp. / hari) digunakan
63,000.00 1 Asphalt Mixing Plant 4,590,000,000 80,850.00 2 Asphalt Finisher 2,295,000,000 115,500.00 3 Asphalt Sprayer 423,300,000 104,650.00 4 Bulldozer 100-150 Hp 1,785,000,000 80,710.00 5 Compressor 4000-6500 L\M 178,500,000 84,700.00 6 Concrete Mixer 0.3-0.6 M3 81,600,000 73,150.00 7 Crane 10-15 Ton 1,377,000,000 138,600.00 8 Dump Truck 3-4 M3 244,800,000 75,460.00 9 Dump Truck 357,000,000 107,800.00 10 Excavator 80-140 Hp 1,428,000,000
11 Flat Bed Truck 3-4 M3 306,000,000 12 Generator Set 510,000,000 13 Motor Grader >100 Hp 1,785,000,000 14 Track Loader 75-100 Hp 1,020,000,000 15 Wheel Loader 1.0-1.6 M3 1,122,000,000 16 Three Wheel Roller 6-8 T 1,326,000,000 17 Tandem Roller 6-8 T. 969,000,000 18 Tire Roller 8-10 T. 1,020,000,000 19 Vibratory Roller 5-8 T. 1,377,000,000 20 Concrete Vibrator 51,000,000 21 Stone Crusher 1,275,000,000 22 Water Pump 70-100 Mm 7,650,000 23 Water Tanker 3000-4500 L. 357,000,000 24 Pedestrian Roller 280,500,000 25 Tamper 25,500,000 26 Jack Hammer 35,700,000 27 Fulvi Mixer 484,500,000 28 Concrete Pump 306,000,000 29 Trailer 20 Ton 867,000,000 30 Pile Driver + Hammer 510,000,000 31 Crane On Track 35 Ton 1,581,000,000 32 Welding Set 132,600,000 33 Bore Pile Machine 2,295,000,000
DAFTAR 34 Asphalt Liquid Mixer 30,600,000
HARGA DASAR SATUAN BAHAN 105% 35 Trailler 15 Ton 459,000,000 36 Rock Drill Breaker 918,000,000 37 Cold Milling 5,043,900,000
KETERANGAN 38 Cold Recycler 19,890,000,000 39 Hot Recycler 29,835,000,000 40 Aggregat (chip) Spreader 402,900,000
Base Camp 41 Asphalt Distribution 402,900,000 Base Camp 42 Split Form Paver 1,363,885,714
Base Camp 43 Concrete Pan Mixer 1,020,000,000 Base Camp 44 Concrete Breaker 918,000,000 Lokasi Pekerjaan 45 Asphalt Tanker 510,000,000 Base Camp 46 Cement Tanker 510,000,000 Base Camp 47 Concrete Mixer (350) 35,700,000 Proses/Base Camp 48 Vibrating Rammer 20,400,000 Lokasi Pekerjaan 49 Truk Mixer 765,000,000 Base Camp 50 Bore Pile Machine Dia 60 1,193,400,000 Borrow Pit/quarry 51 Crane On Track 75 - 100Ton 1,989,000,000 Quarry 52 Blending Equipment 510,000,000 Base Camp 53 Asphalt Liquid Mixer (kap 20000) 153,000,000 Base Camp Base Camp Base Camp Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Pertamina Pertamina Pertamina Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Base Camp Base Camp Base Camp Tidak tersedia Lokasi Pekerjaan Base Camp Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan 105000 Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Hasil Proses Base Camp Base Camp Base Camp Base Camp Base Camp Base Camp Lokasi Pekerjaan Lokasi Pekerjaan Pelabuhan terdekat
Lokasi Pekerjaan Pelabuhan terdekat Lokasi Pekerjaan Pelabuhan terdekat Base Camp Base Camp Base Camp Base Camp Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Pelabuhan terdekat Pelabuhan terdekat Pelabuhan terdekat Pelabuhan terdekat Pelabuhan terdekat Pelabuhan terdekat Lokasi Pekerjaan Lokasi Pekerjaan
Base Camp Base Camp Base Camp Base Camp
Base Camp Base Camp Base Camp Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan Lokasi Pekerjaan
Base CampBase CampBase Camp
HARGA PEROLEHAN ALAT 2%
Harga Harga Sumber contoh Data Keterangan
4,590,000,000 4,500,000,000 2,295,000,000 2,250,000,000
423,300,000 415,000,000 1,785,000,000 1,750,000,000
178,500,000 175,000,000 81,600,000 80,000,000
1,377,000,000 1,350,000,000 244,800,000 240,000,000 357,000,000 350,000,000
1,428,000,000 1,400,000,000 306,000,000 300,000,000 510,000,000 500,000,000
1,785,000,000 1,750,000,000 1,020,000,000 1,000,000,000 1,122,000,000 1,100,000,000 1,326,000,000 1,300,000,000
969,000,000 950,000,000 1,020,000,000 1,000,000,000 1,377,000,000 1,350,000,000
51,000,000 50,000,000 1,275,000,000 1,250,000,000
7,650,000 7,500,000 357,000,000 350,000,000 280,500,000 275,000,000
25,500,000 25,000,000 35,700,000 35,000,000
484,500,000 475,000,000 306,000,000 300,000,000 867,000,000 850,000,000 510,000,000 500,000,000
1,581,000,000 1,550,000,000 132,600,000 130,000,000
2,295,000,000 2,250,000,000
30,600,000 30,000,000
459,000,000 450,000,000 918,000,000 900,000,000
5,043,900,000 4,945,000,000 19,890,000,000 19,500,000,000 29,835,000,000 29,250,000,000
402,900,000 395,000,000 402,900,000 395,000,000
1,363,885,714 1,337,142,857
1,020,000,000 1,000,000,000 918,000,000 900,000,000 510,000,000 500,000,000 510,000,000 500,000,000
35,700,000 35,000,000 20,400,000 20,000,000
765,000,000 750,000,000 1,193,400,000 1,170,000,000 1,989,000,000 1,950,000,000
510,000,000 500,000,000 153,000,000 150,000,000
4011410310248181960
1202497149680
10510499622789
10723231
534
9869707172737441425261
110109293128
1174320261516
10139
5859
ANALISA HARGA DASAR SATUAN BAHAN
Jenis : M1c- Pasir BetonLokasi : QuarryTujuan: Lokasi Pekerjaan
Lanjutan HARGA
No. URAIAN KODE KOEF. SATUAN SATUAN(Rp.)
Kapasitas Produksi / Jam =V x Fa x 60 Q2 2.22 M3 / Jam
Ts2 x Bil
Biaya Dump Truck / M3 = (1 : Q2) x RpE08 Rp2 209,625.80 Rupiah
IV. HARGA SATUAN DASAR BAHANDI LOKASI PEKERJAAN
Harga Satuan Dasar pasir urug =
( RpM44 + Rp1 + Rp2 ) M44 296,514.14 Rupiah
Dibulatkan : M44 296,500.00 Rupiah
DAFTARHARGA DASAR SATUAN UPAH
BAGIAN PROYEK : PEMBANGUNAN JALAN BARU LOA BAHUPEKERJAAN : PEMBANGUNAN JALAN BARU LOA BAHUKOTA : SAMARINDA
No. U R A I A N KODE SATUAN KET.
1 Pekerja L01 Jam 9,000.00 2 Tukang Batu L02 Jam 11,550.00 3 Mandor L03 Jam 16,500.00 4 Oprator L04 Jam 14,950.00 5 Pembantu Oprator L05 Jam 11,530.00 6 Sopir L06 Jam 12,100.00 7 Pembantu Sopir L07 Jam 10,450.00 8 Mekanik L08 Jam 19,800.00 9 Pembantu Mekanik L09 Jam 10,780.00 10 Kepala tukang L10 Jam 15,400.00
Samarinda, 20 Januari 2010Penawar
PT. HEQ JAYA
HEKI WIJAYANTI, SSTDirektur Utama
HARGA SATUAN (Rp./jam)
HEQ JAYA
DAFTARHARGA DASAR SATUAN BAHAN
BAGIAN PROYEK : PEMBANGUNAN JALAN BARU LOA BAHU
PEKERJAAN : PEMBANGUNAN JALAN BARU LOA BAHU
KOTA : SAMARINDA
No. U R A I A N KODE SATUAN
1 Pasir Pasang M01 m3 139,500.00 2 Pasir Cor M01 m3 296,500.00 3 Batu Gunung M02 m3 272,600.00 4 Agregat Kasar utk Pondasi Kelas A, B M03 m3 369,936.32 6 Agregat Halus utk Pondasi Kelas A M04 m3 410,110.35 7 Agregat Halus utk Pondasi Kelas B M04 m3 363,644.57 8 Bahan Agregat Base Kelas C M28 m3 334,698.69 9 Filler M05 kg 630.00 10 Material Tanah Timbunan Biasa M08 m3 36,750.00 11 Aspal Cement M10 kg 10,700.00 12 Kerosen M11 ltr 9,450.00 13 Semen ( kg ) M12 kg 1,862.50
Semen ( 40 kg ) M13 zak 74,500.00 14 Bensin M20 ltr 7,875.00 15 Solar M21 ltr 8,925.00 16 Minyak Pelumas / Oli M22 ltr 31,500.00 17 Sirtu M16 m3 202,500.00
HARGA SATUAN (Rp.)
DAFTARHARGA DASAR SATUAN BAHAN
KET.
Base Camp Harga satuan sudah dihitung
Base Camp dari perhitungan MOS
Base Camp Base Camp Base Camp Base Camp Base Camp Proses/Base Camp Borrow Pit/quarry Base Camp Base Camp Base Camp Base Camp Pertamina Pertamina Pertamina Lokasi Pekerjaan
Formulir Penentuan Harga Bahan
Bahan : Semen
No Uraian Kegiatan Biaya Jumlah KombinasiRp/satuan Jumlah (Rp) (Rp)
1 Harga di Pelabuhan Rp/ton 65,000.00 65,000.00
2 Handling - - -
3 Transport ke proyek Rp/ton - -
4 Pembongkaran, gudang Rp/ton 1,500.00 1,500.00
5 Waste 5% Rp/ton 2,500.00 2,500.00
subtotal Rp/ton 69,000.00
6 Keuntungan & Overhead Rp/ton 3,450.005 % (hanya utk pekerjaanharian)
total jumlah Rp/ton 72,450.00Rp/zak 3,622.50
7 Harga Netto Rp/zak 70,875.008 Harga setelah ditambah Rp/zak 74,500.00
Bahan : Aspal
No Uraian Kegiatan Biaya Jumlah KombinasiRp/satuan Jumlah (Rp) (Rp)
1 Harga di pelabuhan Rp/ton 214,700.00 214,700.00dari Jakarta
2 Handling Rp/ton 1,500.00 1,500.00
3 Transport ke proyek Rp/ton 3,360.00 3,360.00
4 Pembongkaran, gudang Rp/ton 1,500.00 1,500.00
5 Waste 2% Rp/ton 4,300.00 4,300.00
subtotal Rp/ton 225,360.00
6 Keuntungan & Overhead Rp/ton 11,268.005 % (hanya utk pekerjaanharian)
total jumlah Rp/ton 236,628.00Rp/kg 236.63
7 Harga Netto Rp/kg 10,500.008 Harga setelah ditambah Rp/kg 10,700.00
5%
ANALISA BIAYA SEWA PERALATAN PER JAM KERJA
NOM
OR
JENIS PERALATAN
DAYA KAPASITAS HARGA
BIAYA PASTI PER JAM BIAYA OPERASI PER JAM KERJA
BAHAN BAKAR & PELUMAS WORKSHOP SPAREPART UPAH
BIAYA KOEF BIAYA KOEF BIAYA
(HP) - (Thn) (jam) (Rp.) (Rp.) - (Rp.) (Rp.) (Rp.) Lt/Hp/Jam Lt/Hp/Jam (Rp.) - (Rp.) - (Rp.) (Rp.) (Rp.) (Rp.) (Rp.)
f1 x HP x 1 Orang 1 Orang
i(1+i)^A (B - C) x D 0.002 x B 0.125 0.01 Harga BBM 0.125 (g1 x B') 0.125 (g1 x B') Per Per
(10% x B) --------------- ---------------- --------------- (e1 + e2) s / d s / d + s / d ------------- s / d ------------- Jam Kerja Jam Kerja F+G+H+I E + J
(1+i)^A-1 W W 0.175 0.02 f2 x HP x 0.175 W 0.175 W = =
Harga Olie Rp14,950.0 Rp11,530.0
HP Cp A W B C D e1 e2 E f1 f2 F g1 G g1 G H I J K
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24
1 ASPHALT MIXING PLANT E01 294.0 60.0 T/Jam 10 1,500.0 4,590,000,000 459000000 0.199 548,740.18 6120 554,860.18 0.1250 0.0100 420603.75 0.1250 382,500.00 0.1250 382,500.00 14950.00 11530.00 1212083.75 1766943.93
2 ASPHALT FINISHER E02 72.4 10.0 Ton 6 1,400.0 2,295,000,000 229500000 0.264 389,843.81 3278.57142857 393,122.38 0.1250 0.0100 103577.25 0.1250 204,910.71 0.1250 204,910.71 14950.00 11530.00 539878.68 933001.06
3 ASPHALT SPRAYER E03 4.0 850.0 Liter 5 2,000.0 423,300,000 42330000 0.298 56,824.64 423.3 57,247.94 0.1250 0.0100 5722.50 0.1250 26,456.25 0.1250 26,456.25 14950.00 11530.00 85115.00 142362.94
4 BULLDOZER 100-150 HP E04 155.0 - - 5 2,000.0 1,785,000,000 178500000 0.298 239,621.97 1785 241,406.97 0.1250 0.0100 221746.88 0.1250 111,562.50 0.1250 111,562.50 14950.00 11530.00 471351.88 712758.84
5 COMPRESSOR 4000-6500 L\M E05 60.0 5,000.0 L/M 5 2,000.0 178,500,000 17850000 0.298 23,962.20 178.5 24,140.70 0.1250 0.0100 85837.50 0.1250 11,156.25 0.1250 11,156.25 14950.00 11530.00 134630.00 158770.70
6 CONCRETE MIXER 0.3-0.6 M3 E06 20.0 500.0 Liter 2 1,500.0 81,600,000 8160000 0.615 30,116.09 108.8 30,224.89 0.1250 0.0100 28612.50 0.1250 6,800.00 0.1250 6,800.00 14950.00 11530.00 68692.50 98917.39
7 CRANE 10-15 TON E07 138.0 15.0 Ton 5 2,000.0 1,377,000,000 137700000 0.298 184,851.23 1377 186,228.23 0.1250 0.0100 197426.25 0.1250 86,062.50 0.1250 86,062.50 14950.00 11530.00 396031.25 582259.48
8 DUMP TRUCK 3-4 TON E08 100.0 3.5 Ton 5 2,000.0 244,800,000 24480000 0.298 32,862.44 244.8 33,107.24 0.1250 0.0100 143062.50 0.1250 15,300.00 0.1250 15,300.00 14950.00 11530.00 200142.50 233249.74
9 DUMP TRUCK 10 TON E09 190.0 10.0 Ton 5 2,000.0 357,000,000 35700000 0.298 47,924.39 357 48,281.39 0.1250 0.0100 271818.75 0.1250 22,312.50 0.1250 22,312.50 14950.00 11530.00 342923.75 391205.14
10 EXCAVATOR 80-140 HP E10 133.0 0.9 M3 5 2,000.0 1,428,000,000 142800000 0.298 191,697.57 1428 193,125.57 0.1250 0.0100 190273.13 0.1250 89,250.00 0.1250 89,250.00 14950.00 11530.00 395253.13 588378.70
11 FLAT BED TRUCK 3-4 M3 E11 190.0 10.0 ton 5 2,000.0 306,000,000 30600000 0.298 41,078.05 306 41,384.05 0.1250 0.0100 271818.75 0.1250 19,125.00 0.1250 19,125.00 14950.00 11530.00 336548.75 377932.80
12 GENERATOR SET E12 180.0 135.0 KVA 5 2,000.0 510,000,000 51000000 0.298 68,463.42 510 68,973.42 0.1250 0.0100 257512.50 0.1250 31,875.00 0.1250 31,875.00 14950.00 11530.00 347742.50 416715.92
13 MOTOR GRADER >100 HP E13 135.0 10,800.0 10,800.0 5 2,000.0 1,785,000,000 178500000 0.298 239,621.97 1785 241,406.97 0.1250 0.0100 193134.38 0.1250 111,562.50 0.1250 111,562.50 14950.00 11530.00 442739.38 684146.34
14 TRACK LOADER 75-100 HP E14 70.0 0.8 M3 5 2,000.0 1,020,000,000 102000000 0.298 136,926.84 1020 137,946.84 0.1250 0.0100 100143.75 0.1250 63,750.00 0.1250 63,750.00 14950.00 11530.00 254123.75 392070.59
15 WHEEL LOADER 1.0-1.6 M3 E15 96.0 1.5 M3 5 2,000.0 1,122,000,000 112200000 0.298 150,619.52 1122 151,741.52 0.1250 0.0100 137340.00 0.1250 70,125.00 0.1250 70,125.00 14950.00 11530.00 304070.00 455811.52
16 THREE WHEEL ROLLER 6-8 T E16 55.0 8.0 Ton 5 2,000.0 1,326,000,000 132600000 0.298 178,004.89 1326 179,330.89 0.1250 0.0100 78684.38 0.1250 82,875.00 0.1250 82,875.00 14950.00 11530.00 270914.38 450245.27
17 TANDEM ROLLER 6-8 T. E17 82.0 7.1 Ton 5 2,000.0 969,000,000 96900000 0.298 130,080.50 969 131,049.50 0.1250 0.0100 117311.25 0.1250 60,562.50 0.1250 60,562.50 14950.00 11530.00 264916.25 395965.75
18 TIRE ROLLER 8-10 T. E18 100.5 9.0 Ton 5 2,000.0 1,020,000,000 102000000 0.298 136,926.84 1020 137,946.84 0.1250 0.0100 143777.81 0.1250 63,750.00 0.1250 63,750.00 14950.00 11530.00 297757.81 435704.65
19 VIBRATORY ROLLER 5-8 T. E19 82.0 7.1 Ton 5 2,000.0 1,377,000,000 137700000 0.298 184,851.23 1377 186,228.23 0.1250 0.0100 117311.25 0.1250 86,062.50 0.1250 86,062.50 14950.00 11530.00 315916.25 502144.48
20 CONCRETE VIBRATOR E20 5.5 25 - 4 1,000.0 51,000,000 5100000 0.350 16,077.18 102 16,179.18 0.1250 0.0100 7868.44 0.1250 6,375.00 0.1250 6,375.00 14950.00 11530.00 47098.44 63277.62
23 WATER TANKER 3000-4500 L. E23 125.0 50.0 50.0 5 2,000.0 357,000,000 35700000 0.298 47,924.39 357 48,281.39 0.1250 0.0100 178828.13 0.1250 22,312.50 0.1250 22,312.50 14950.00 11530.00 249933.13 298214.52
24 PEDESTRIAN ROLLER E24 8.8 1.0 Ton 3 2,000.0 280,500,000 28050000 0.438 55,283.64 280.5 55,564.14 0.1250 0.0100 12589.50 0.1250 17,531.25 0.1250 17,531.25 14950.00 11530.00 74132.00 129696.14
25 TAMPER E25 4.7 121.0 Ton 4 1,000.0 25,500,000 2550000 0.350 8,038.59 51 8,089.59 0.1250 0.0100 6723.94 0.1250 3,187.50 0.1250 3,187.50 14950.00 11530.00 39578.94 47668.53
26 JACK HAMMER E26 0.0 1330 1330 5 2,000.0 35,700,000 3570000 0.298 4,792.44 35.7 4,828.14 0.1250 0.0100 0.00 0.1250 2,231.25 0.1250 2,231.25 14950.00 11530.00 30942.50 35770.64
27 FULVI MIXER E27 345.0 2,005.0 2,005.0 4 1,000.0 900,000,000 90000000 0.350 283,714.93 1800 285,514.93 0.1250 0.0100 493565.63 0.1250 112,500.00 0.1250 112,500.00 14950.00 11530.00 745045.63 1030560.56
28 CONCRETE PUMP E28 100.0 8.0 M3 6 2,000.0 306,000,000 30600000 0.264 36,385.42 306 36,691.42 0.1250 0.0100 143062.50 0.1250 19,125.00 0.1250 19,125.00 14950.00 11530.00 207792.50 244483.92
29 TRAILER 20 TON E29 175.0 20.0 Ton 6 2,000.0 867,000,000 86700000 0.264 103,092.03 867 103,959.03 0.1250 0.0100 250359.38 0.1250 54,187.50 0.1250 54,187.50 14950.00 11530.00 385214.38 489173.40
30 PILE DRIVER + HAMMER E30 25.0 20.0 Ton 5 2,000.0 510,000,000 51000000 0.298 68,463.42 510 68,973.42 0.1250 0.0100 35765.63 0.1250 31,875.00 0.1250 31,875.00 14950.00 11530.00 125995.63 194969.04
31 CRANE ON TRACK 35 TON E31 125.0 35.0 Ton 6 2,000.0 1,581,000,000 158100000 0.264 187,991.35 1581 189,572.35 0.1250 0.0100 178828.13 0.1250 98,812.50 0.1250 98,812.50 14950.00 11530.00 402933.13 592505.47
32 WELDING SET E32 40.0 250.0 Amp 5 2,000.0 132,600,000 13260000 0.298 17,800.49 132.6 17,933.09 0.1250 0.0100 57225.00 0.1250 8,287.50 0.1250 8,287.50 14950.00 11530.00 100280.00 118213.09
33 BORE PILE MACHINE E33 150.0 2,000.0 Meter 6 2,000.0 2,295,000,000 229500000 0.264 272,890.67 2295 275,185.67 0.1250 0.0100 214593.75 0.1250 143,437.50 0.1250 143,437.50 14950.00 11530.00 527948.75 803134.42
34 ASPHALT LIQUID MIXER E34 5.0 1,000.0 Liter 4 2,000.0 30,600,000 3060000 0.350 4,823.15 30.6 4,853.75 0.1250 0.0100 7153.13 0.1250 1,912.50 0.1250 1,912.50 14950.00 11530.00 37458.13 42311.88
KETERANGAN :
1 Tingkat Suku Bunga = 15.00 %
2 Upah Operator / Sopir / Mekanik = 14,950.00 Rupiah / hari
3 Upah Pembantu Operator/Sopir/Mekanik = 11,530.00 Rupiah / hari
4 Harga Bahan Bakar Bensin = 7,875.00 Liter
5 Harga Bahan Bakar Solar = 8,925.00 Liter
6 Minyak Pelumas = 31,500.00 Liter
7 Pajak Pertambahan Nilai (PPN) diperhitungkan pada Lembar Rekapitulasi Biaya Pekerjaan
8 Khusus AMP, biaya bahan bakar ditambah (untuk pemanasan material) sebesar : 12 Liter x (Kapasitas AMP Riil = 0.7 x Kapasitas AMP/Jam) x Harga BBM Solar , (kolom 16)
KODE ALAT
UMUR ALAT
JAM OPERASI 1
TAHUN
NILAI SISA
ALAT
FAKTOR PNGMBLN
MODAL
SEWA ALAT PER
JAMBIAYA
PENGEM- BALIAN MODAL
ASU- RANSI
DLLTOTAL BIAYA
PASTI/JAM
TOTAL BIAYA OPERASI
/ JAMBAHAN
BAKARMINYAK PELUMAS
OPERATOR SOPIR
ASS. OPERATOR SOPIR
ANALISA BIAYA SEWA PERALATAN PER JAM KERJA (I)
TENAGA KAPASITAS HARGA ALAT YANG DIPAKAI NILAI FAKTOR BIAYA PASTI PER JAM BIAYA OPERASI PER JAM KERJA TOTAL
ALAT ALAT ALAT JAM SISA PENGEM- BIAYA ASURANSI TOTAL BAHAN BAKAR & PELUMAS WORKSHOPPERBAIKAN dan PERAWATAN UPAH TOTAL BIAYA
UMUR KERJA HARGA ALAT BALIAN PENGEM- DAN BIAYA BAHAN MINYAK OPERATOR PEMBANTU BIAYA SEWA ALAT
ALAT 1 TAHUN ALAT MODAL BALIAN LAIN-LAIN PASTI / JAM BAKAR PELUMAS BIAYA KOEF. BIAYA KOEF. BIAYA / SOPIR OPERATOR OPERASI PER
MODAL / SOPIR / JAM JAM KERJA
(HP) - (Tahun) (Tahun) (Jam) (Rp.) (Rp.) - (Rp.) (Rp.) (Rp.) % % (Rp.) - (Rp.) - (Rp.) (Rp.) (Rp.) (Rp.) (Rp.)
No. JENIS PERALATAN KODE f1 x HP x 1 Orang 1 Orang
ALAT i(1+i)^A (B - C) x D 0.002 x B 12 2.5 Harga BBM 0.0625 (g1 x B') 0.125 (g1 x B') Per Per
(10% X B) ----------- ----------- ----------- (e1 + e2) s / d s / d + s / d ----- s / d ----------- Jam Kerja Jam Kerja F+G+H+I E + J
(1+i)^A-1 W W 15 3 f2 x HP x 0.0875 W 0.175 W = =
Harga Olie Rp14,950.0 Rp11,530.0
HP Cp B A W B C D e1 e2 E f1 f2 F g1 G g1 G H I J K
1 2 2a 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 17 18 19 20 21 22
1. ASPHALT MIXING PLANT E01 294.0 60.0 T/Jam 4,590,000,000 10.0 1,500.0 4,590,000,000 459,000,000 0.19925 548,740.18 6,120.00 554,860.18 0.1500 0.0300 5,169,622.50 0.0875 267,750 0.1750 535,500.00 14,950.00 34,590.00 6,290,162.50 6,845,022.68
2. ASPHALT FINISHER E02 72.4 10.0 Ton 2,295,000,000 6.0 1,400.0 2,295,000,000 229,500,000 0.26424 389,843.81 3,278.57 393,122.38 0.1500 0.0300 165,343.50 0.0625 102,455.36 0.1750 286,875.00 14,950.00 11,530.00 581,153.86 974,276.24
3. ASPHALT SPRAYER E03 4.0 850.0 Liter 423,300,000 5.0 2,000.0 423,300,000 42,330,000 0.29832 56,824.64 423.30 57,247.94 0.1200 0.0250 7,434.00 0.0875 18,519.38 0.1250 26,456.25 14,950.00 11,530.00 86,475.88 143,723.81
4. BULLDOZER 100-150 HP E04 155.0 - - 1,785,000,000 5.0 2,000.0 1,785,000,000 178,500,000 0.29832 239,621.97 1,785.00 241,406.97 0.1200 0.0250 288,067.50 0.0875 78,093.75 0.1250 111,562.50 14,950.00 11,530.00 504,203.75 745,610.72
5. COMPRESSOR 4000-6500 L\M E05 60.0 5,000.0 178,500,000 5.0 2,000.0 178,500,000 17,850,000 0.29832 23,962.20 178.50 24,140.70 0.1200 0.0250 111,510.00 0.0875 7,809.37 0.1250 11,156.25 14,950.00 11,530.00 156,955.63 181,096.32
6. CONCRETE MIXER 0.3-0.6 M3 E06 20.0 500.0 Liter 81,600,000 2.0 1,500.0 81,600,000 8,160,000 0.61512 30,116.09 108.80 30,224.89 0.1500 0.0300 45,675.00 0.0875 4,760.00 0.1750 9,520.00 14,950.00 11,530.00 86,435.00 116,659.89
7. CRANE 10-15 TON E07 138.0 15.0 Ton 1,377,000,000 5.0 2,000.0 1,377,000,000 137,700,000 0.29832 184,851.23 1,377.00 186,228.23 0.1200 0.0250 256,473.00 0.0875 60,243.75 0.1250 86,062.50 14,950.00 11,530.00 429,259.25 615,487.48
8. DUMP TRUCK 3.5 TON E08 100.0 3.5 Ton 244,800,000 5.0 2,000.0 244,800,000 24,480,000 0.29832 32,862.44 244.80 33,107.24 0.1200 0.0250 185,850.00 0.0875 10,710.00 0.1250 15,300.00 14,950.00 11,530.00 238,340.00 271,447.24
9. DUMP TRUCK 10 TON E09 190.0 10.0 Ton 357,000,000 5.0 2,000.0 357,000,000 35,700,000 0.29832 47,924.39 357.00 48,281.39 0.1200 0.0250 353,115.00 0.0875 15,618.75 0.1250 22,312.50 14,950.00 11,530.00 417,526.25 465,807.64
10. EXCAVATOR 80-140 HP E10 133.0 0.9 M3 1,428,000,000 5.0 2,000.0 1,428,000,000 142,800,000 0.29832 191,697.57 1,428.00 193,125.57 0.1200 0.0250 247,180.50 0.0875 62,475.00 0.1250 89,250.00 14,950.00 11,530.00 425,385.50 618,511.07
11. FLAT BED TRUCK 3-4 M3 E11 190.0 10.0 ton 306,000,000 5.0 2,000.0 306,000,000 30,600,000 0.29832 41,078.05 306.00 41,384.05 0.1200 0.0250 353,115.00 0.0875 13,387.50 0.1250 19,125.00 14,950.00 11,530.00 412,107.50 453,491.55
12. GENERATOR SET E12 180.0 135.0 KVA 510,000,000 5.0 2,000.0 510,000,000 51,000,000 0.29832 68,463.42 510.00 68,973.42 0.1200 0.0250 334,530.00 0.0875 22,312.50 0.1250 31,875.00 14,950.00 11,530.00 415,197.50 484,170.92
13. MOTOR GRADER >100 HP E13 135.0 10,800.0 1,785,000,000 5.0 2,000.0 1,785,000,000 178,500,000 0.29832 239,621.97 1,785.00 241,406.97 0.1200 0.0250 250,897.50 0.0875 78,093.75 0.1250 111,562.50 14,950.00 11,530.00 467,033.75 708,440.72
14. TRACK LOADER 75-100 HP E14 70.0 0.8 M3 1,020,000,000 5.0 2,000.0 1,020,000,000 102,000,000 0.29832 136,926.84 1,020.00 137,946.84 0.1200 0.0250 130,095.00 0.0875 44,625.00 0.1250 63,750.00 14,950.00 11,530.00 264,950.00 402,896.84
15. WHEEL LOADER 1.0-1.6 M3 E15 96.0 1.5 M3 1,122,000,000 5.0 2,000.0 1,122,000,000 112,200,000 0.29832 150,619.52 1,122.00 151,741.52 0.1200 0.0250 178,416.00 0.0875 49,087.50 0.1250 70,125.00 14,950.00 11,530.00 324,108.50 475,850.02
16. THREE WHEEL ROLLER 6-8 T E16 55.0 8.0 Ton 1,326,000,000 5.0 2,000.0 1,326,000,000 132,600,000 0.29832 178,004.89 1,326.00 179,330.89 0.1200 0.0250 102,217.50 0.0875 58,012.50 0.1250 82,875.00 14,950.00 11,530.00 269,585.00 448,915.89
17. TANDEM ROLLER 6-8 T. E17 82.0 8.1 Ton 969,000,000 5.0 2,000.0 969,000,000 96,900,000 0.29832 130,080.50 969.00 131,049.50 0.1200 0.0250 152,397.00 0.0875 42,393.75 0.1250 60,562.50 14,950.00 11,530.00 281,833.25 412,882.75
18. TIRE ROLLER 8-10 T. E18 100.5 9.0 Ton 1,020,000,000 5.0 2,000.0 1,020,000,000 102,000,000 0.29832 136,926.84 1,020.00 137,946.84 0.1200 0.0250 186,779.25 0.0875 44,625.00 0.1250 63,750.00 14,950.00 11,530.00 321,634.25 459,581.09
19. VIBRATORY ROLLER 5-8 T. E19 82.0 7.1 Ton 1,377,000,000 5.0 2,000.0 1,377,000,000 137,700,000 0.29832 184,851.23 1,377.00 186,228.23 0.1200 0.0250 152,397.00 0.0875 60,243.75 0.1250 86,062.50 14,950.00 11,530.00 325,183.25 511,411.48
20. CONCRETE VIBRATOR E20 5.5 25.0 51,000,000 4.0 1,000.0 51,000,000 5,100,000 0.35027 16,077.18 102.00 16,179.18 0.1500 0.0300 12,560.63 0.0625 3,187.50 0.1750 8,925.00 14,950.00 11,530.00 51,153.13 67,332.30
21. STONE CRUSHER E21 220.0 50.0 T/Jam 1,275,000,000 5.0 2,000.0 1,275,000,000 127,500,000 0.29832 171,158.55 1,275.00 172,433.55 0.1200 0.0250 408,870.00 0.0875 55,781.25 0.1250 79,687.50 14,950.00 23,060.00 582,348.75 754,782.30
22. WATER PUMP 70-100 mm E22 6.0 - - 7,650,000 3.0 2,000.0 7,650,000 765,000 0.43798 1,507.74 7.65 1,515.39 0.1200 0.0250 11,151.00 0.0875 334.69 0.1250 478.13 14,950.00 11,530.00 38,443.81 39,959.20
23. WATER TANKER 3000-4500 L. E23 100.0 4,000.0 Liter 357,000,000 5.0 2,000.0 357,000,000 35,700,000 0.29832 47,924.39 357.00 48,281.39 0.1200 0.0250 185,850.00 0.0875 15,618.75 0.1250 22,312.50 14,950.00 11,530.00 250,261.25 298,542.64
24. PEDESTRIAN ROLLER E24 8.8 835.0 Ton 280,500,000 3.0 2,000.0 280,500,000 28,050,000 0.43798 55,283.64 280.50 55,564.14 0.1200 0.0250 16,354.80 0.0875 12,271.88 0.1250 17,531.25 14,950.00 11,530.00 72,637.93 128,202.07
25. TAMPER E25 4.7 121.0 Ton 25,500,000 4.0 1,000.0 25,500,000 2,550,000 0.35027 8,038.59 51.00 8,089.59 0.1500 0.0300 10,733.63 0.0625 1,593.75 0.1750 4,462.50 14,950.00 11,530.00 43,269.88 51,359.46
26. JACK HAMMER E26 0.0 1,330.0 35,700,000 5.0 2,000.0 35,700,000 3,570,000 0.29832 4,792.44 35.70 4,828.14 0.1200 0.0250 0.00 0.0875 1,561.88 0.1250 2,231.25 14,950.00 11,530.00 30,273.13 35,101.26
27. FULVI MIXER E27 345.0 2,005.0 484,500,000 4.0 1,000.0 484,500,000 48,450,000 0.35027 152,733.21 969.00 153,702.21 0.1500 0.0300 787,893.75 0.0625 30,281.25 0.1750 84,787.50 14,950.00 11,530.00 929,442.50 1,083,144.71
28. CONCRETE PUMP E28 100.0 8.00 M3 306,000,000 6.0 2,000.0 306,000,000 30,600,000 0.26424 36,385.42 306.00 36,691.42 0.1200 0.0250 185,850.00 0.0875 13,387.50 0.1250 19,125.00 14,950.00 11,530.00 244,842.50 281,533.92
29. TRAILER 20 TON E29 175.0 20.00 Ton 867,000,000 6.0 2,000.0 867,000,000 86,700,000 0.26424 103,092.03 867.00 103,959.03 0.1200 0.0250 325,237.50 0.0875 37,931.25 0.1250 54,187.50 14,950.00 11,530.00 443,836.25 547,795.28
30 PILE DRIVER + HAMMER E30 25.0 2.50 Ton 510,000,000 5.0 2,000.0 510,000,000 51,000,000 0.29832 68,463.42 510.00 68,973.42 0.1200 0.0250 46,462.50 0.0875 22,312.50 0.1250 31,875.00 14,950.00 11,530.00 127,130.00 196,103.42
31. CRANE ON TRACK 35 TON E31 125.0 35.00 Ton 1,581,000,000 6.0 2,000.0 1,581,000,000 158,100,000 0.26424 187,991.35 1,581.00 189,572.35 0.1200 0.0250 232,312.50 0.0875 69,168.75 0.1250 98,812.50 14,950.00 11,530.00 426,773.75 616,346.10
32. WELDING SET E32 40.0 250.00 Amp 132,600,000 5.0 2,000.0 132,600,000 13,260,000 0.29832 17,800.49 132.60 17,933.09 0.1200 0.0250 74,340.00 0.0875 5,801.25 0.1250 8,287.50 14,950.00 11,530.00 114,908.75 132,841.84
33. BORE PILE MACHINE E33 150.0 2,000.0 Meter 2,295,000,000 6.0 2,000.0 2,295,000,000 229,500,000 0.26424 272,890.67 2,295.00 275,185.67 0.1200 0.0250 278,775.00 0.0875 100,406.25 0.1250 143,437.50 14,950.00 11,530.00 549,098.75 824,284.42
34. ASPHALT LIQUID MIXER E34 5.0 1,000.0 Liter 30,600,000 4.0 2,000.0 30,600,000 3,060,000 0.35027 4,823.15 30.60 4,853.75 0.1200 0.0250 9,292.50 0.0875 1,338.75 0.1250 1,912.50 14,950.00 11,530.00 39,023.75 43,877.50
KETERANGAN : 1 Tingkat Suku Bunga = 15.00 % per-tahun
2 Upah Operator / Sopir / Mekanik = 14,950 Rupiah per-orang/jam Samarinda, 23 Desember 2009
3 Upah Pembantu Operator/Sopir/Mekanik = 11,530 Rupiah per-orang/jam Penawar
4 Harga Bahan Bakar Bensin = 7,875 Rupiah per-liter PT. DWI SENTOSA
5 Harga Bahan Bakar Solar = 8,925 Rupiah per-liter
6 Minyak Pelumas = 31,500 Rupiah per-liter
7 Pajak Pertambahan Nilai (PPN) diperhitungkan pada Lembar Rekapitulasi Biaya Pekerjaan DEWI ASNAH, SST
8 Khusus AMP, biaya bahan bakar ditambah (untuk pemanasan material) sebesar : 12 Liter x (Kapasitas AMP Riil = 0.7 x Kapasitas AMP/Jam) x Harga BBM Solar , (kolom 16) Direktur Utama
ANALISA BIAYA SEWA PERALATAN PER JAM KERJA (I)
KET.
L
23
Pek. Ringan
Pek. Ringan
Pek. Berat
Pek. Berat
Pek. Berat
Pek. Ringan
Pek. Berat
Pek. Berat
Pek. Berat
Pek. Berat
Pek. Berat
Pek. Berat
Pek. Berat
Pek. Berat
Pek. Berat
Pek. Berat
Pek. Berat
Pek. Berat
Pek. Berat
Pek. Ringan
Pek. Berat
Pek. Berat
Pek. Berat
Pek. Berat
Pek. Ringan
Pek. Berat
Pek. Ringan
Pek. Berat
Pek. Berat
Pek. Berat
Pek. Berat
Pek. Berat
Pek. Berat
Pek. Berat
DAFTAR BIAYA SEWA PERALATAN PER JAM KERJA
No. URAIAN KO HP KAP.DE
1 ASPHALT MIXING PLANT E01 294.0 60.0 T/Jam
2 ASPHALT FINISHER E02 72.4 10.0 Ton
3 ASPHALT SPRAYER E03 4.0 850.0 Liter
4 BULLDOZER 100-150 HP E04 155.0 - -
5 COMPRESSOR 4000-6500 L\M E05 60.0 5,000.0 M2/jam
6 CONCRETE MIXER 0.3-0.6 M3 E06 20.0 500.0 Liter
7 CRANE 10-15 TON E07 138.0 15.0 Ton
8 DUMP TRUCK 3.5 TON E08 100.0 3.5 Ton
9 DUMP TRUCK 10 TON E09 190.0 10.0 Ton
10 EXCAVATOR 80-140 HP E10 133.0 0.9 M3
11 FLAT BED TRUCK 3-4 M3 E11 190.0 10.0 ton
12 GENERATOR SET E12 180.0 135.0 KVA
13 MOTOR GRADER >100 HP E13 135.0 10,800.0 0.00
14 TRACK LOADER 75-100 HP E14 70.0 0.8 M3
15 WHEEL LOADER 1.0-1.6 M3 E15 96.0 1.5 M3
16 THREE WHEEL ROLLER 6-8 T E16 55.0 8.0 Ton
17 TANDEM ROLLER 6-8 T. E17 82.0 8.1 Ton
18 TIRE ROLLER 8-10 T. E18 100.5 9.0 Ton
19 VIBRATORY ROLLER 5-8 T. E19 82.0 7.1 Ton
20 CONCRETE VIBRATOR E20 5.5 25.0 0.00
21 STONE CRUSHER E21 220.0 50.0 T/Jam
22 WATER PUMP 70-100 mm E22 6.0 - -
23 WATER TANKER 3000-4500 L. E23 100.0 4,000.0 Liter
24 PEDESTRIAN ROLLER E24 8.8 835.00 Ton
25 TAMPER E25 4.7 121.00 Ton
26 JACK HAMMER E26 0.0 1,330.00 0.00
27 FULVI MIXER E27 345.0 2,005.00 0.00
28 CONCRETE PUMP E28 100.0 8.00 M3
29 TRAILER 20 TON E29 175.0 20.00 Ton
30 PILE DRIVER + HAMMER E30 25.0 2.50 Ton
31 CRANE ON TRACK 35 TON E31 125.0 35.0 Ton
32 WELDING SET E32 40.0 250.0 Amp
33 BORE PILE MACHINE E33 150.0 2,000.0 Meter
34 ASPHALT LIQUID MIXER E34 5.0 1,000.0 Liter
35 TRONTON E35 150.0 15.0 Ton
36 COLD MILLING E36 248.0 1,000.0 m
37 ROCK DRILL BREAKER E37 3.0 - -
38 COLD RECYCLER E38 900.0 2.2 M
39 HOT RECYCLER E39 400.0 3.0 M
40 AGGREGAT (CHIP) SPREADER E40 115.0 3.5 M
41 ASPHALT DISTRIBUTOR E41 115.0 4,000.0 Liter
42 SLIP FORM PAVER E42 105.0 2.5 M
43 CONCRETE PAN MIXER E43 134.0 600.0 Liter
44 CONCRETE BREAKER E44 290.0 20.0 m3/jam
45 ASPAHLT TANKER E45 190.0 4,000.0 liter
46 CEMENT TANKER E46 190.0 4,000.0 liter
47 CONDRETE MIXER (350) E47 20.0 350.0 liter
48 VIBRATING RAMMER E48 4.2 80.0 KG
49 TRUK MIXER (AGITATOR) E49 220.0 5.0 M3
50 BORE PILE MACHINE E50 125.0 60.0 CM
51 CRANE ON TRACK 75-100 TON E51 200.0 75.0 Ton
52 BLENDING EQUIPMENT E52 50.0 30.0 Ton
53 ASPHALT LIQUID MIXER E34a 40.0 20,000.0 Liter
54 HYDROLIK PUMP 120.0 8.0
55 HYDROLIK JACK 30.0
56 HAMMER K.45 130.0
57 HAMMER K.35 130.0
58 TUG BOAT 15.0
59 PONTON 0.0
60 Lauding Set 100.0
0.0
61 MESIN GROUTING 120.0
62 UNCOILER 15.0
63 BORE PILE 150.0 4.0 M
64 DRAILING MACHINE 100.0
65 STRASSING JACK 125.0
66 CONCRETE BATCHING PLANT 150.0 30.0 M3
67 TOWER CRANE 100.0
68 ULTRASONIC TEST 175.0
69 PERALATAN SELAM 0.0
70 UNDERWATER TORCH 0.0
71 AG/AGC1 REF. ELECTRODE 0.0
72 DIGITAL MULTIMATER 0.0
73 AUTOMACT LEVEL 0.0
74 THEODOLITE 0.0
75 PICK UP TRUCK 60.0
76 MESIN MARKA/APPLICATO 5.0
77 MESIN PEMOTONG RUMPUT 3.0
78 GROUD PUMP 110.0
79 LAUCHING SET 100.0
DAFTAR BIAYA SEWA PERALATAN PER JAM KERJA
BIAYA
HARGA SEWA KET.ALAT ALAT/JAM
(di luar PPN)
4,590,000,000 6,845,022.68 Alat baru
2,295,000,000 974,276.24 Alat baru
423,300,000 143,723.81 Alat baru
1,785,000,000 745,610.72 Alat baru
178,500,000 181,096.32 Alat baru
81,600,000 116,659.89 Alat baru
1,377,000,000 615,487.48 Alat baru
244,800,000 271,447.24 Alat baru
357,000,000 465,807.64 Alat baru
1,428,000,000 618,511.07 Alat baru
306,000,000 453,491.55 Alat baru
510,000,000 484,170.92 Alat baru
1,785,000,000 708,440.72 Alat baru
1,020,000,000 402,896.84 Alat baru
1,122,000,000 475,850.02 Alat baru
1,326,000,000 448,915.89 Alat baru
969,000,000 412,882.75 Alat baru
1,020,000,000 459,581.09 Alat baru
1,377,000,000 511,411.48 Alat baru
51,000,000 67,332.30 Alat baru
1,275,000,000 754,782.30 Alat baru
7,650,000 39,959.20 Alat baru
357,000,000 298,542.64 Alat baru
280,500,000 128,202.07 Alat baru
25,500,000 51,359.46 Alat baru
35,700,000 35,101.26 Alat baru
484,500,000 1,083,144.71 Alat baru
306,000,000 281,533.92 Alat baru
867,000,000 547,795.28 Alat baru
510,000,000 196,103.42 Alat baru
1,581,000,000 616,346.10 Alat baru
132,600,000 132,841.84 Alat baru
2,295,000,000 824,284.42 Alat baru
30,600,000 43,877.50 Alat baru
459,000,000 527,913.52 Alat baru
4,945,000,000 1,704,625.93 Alat baru
918,000,000 328,013.29 Alat baru
19,890,000,000 6,525,465.85 Alat baru
29,835,000,000 7,997,853.78 Alat baru
402,900,000 535,675.52 Alat baru
402,900,000 360,564.63 Alat baru
1,363,885,714 553,134.27 Alat baru
1,020,000,000 657,364.76 Alat baru
918,000,000 810,194.65 Alat baru
510,000,000 530,634.87 Alat baru
510,000,000 494,934.87 Alat baru
35,700,000 77,360.67 Alat baru
20,400,000 47,388.42 Alat baru
765,000,000 620,091.38 Alat baru
1,193,400,000 665,057.40 Alat baru
1,989,000,000 878,507.59 Alat baru
510,000,000 283,068.63 Alat baru
150,000,000 140,550.41 Alat baru
385,000,000 364,676.92 Alat baru
495,000,000 229,003.54 Alat baru
715,000,000 466,606.78 Alat baru
605,000,000 438,667.66 Alat baru
750,000,000 267,202.75 Alat baru
2,000,000,000 557,524.00 Alat baru
588,500,000 876,421.55 Alat baru
- - Alat baru
253,000,000 331,149.98 Alat baru
22,000,000 82,296.57 Alat baru
2,475,000,000 949,857.70 Alat baru
533,500,000 465,732.41 Alat baru
423,500,000 462,546.15 Alat baru
1,320,000,000 656,496.94 Alat baru
550,000,000 370,360.60 Alat baru
825,000,000 802,716.31 Alat baru
45,100,000 62,267.82 Alat baru
27,500,000 57,300.87 Alat baru
22,000,000 55,748.69 Alat baru
6,600,000 52,727.69 Alat baru
49,500,000 73,447.71 Alat baru
71,500,000 84,073.36 Alat baru
137,500,000 196,353.29 Alat baru
55,000,000 75,546.60 Alat baru
3,850,000 57,317.17 Alat baru
275,000,000 318,625.30 Alat baru
577,500,000 536,010.29 Alat baru
HARGA SATUAN LUMP SUM UNTUK MOBILISASI
PROGRAM : PEMBANGUNAN JALAN DAN JEMBATAN PROP. KALTIM
KEGIATAN : PEMBANGUNAN JALAN DALAM KOTA SAMARINDA
PAKET :
ITEM PEKERJAAN : 1,2
ITEM PEMBAYARAN NO. : 1,00
JENIS PEKERJAAN : MOBILISASI
SATUAN PEMBAYARAN : Ls
No. U R A I A N SATUAN KUANTITAS
A. SEWA TANAH
1 Sewa Tanah M2 1.00 5,000,000.00 5,000,000.00
B. MOBILISASI PERALATAN
Mobilisasi Peralatan ( Lihat Lampiran ) Ls 1.00 31,250,000.00 31,250,000.00
C. FASILITAS KONTRAKTOR1 Base Camp M2 100.00 - -2 Kantor M2 104.00 - -3 Barak, Bengkel, Gudang M2 100.00 - -4 Ruang Laboratorium M2 96.00 - -5 Peralatan Laboratorium Set 1.00 - -6 Sarana Komunikasi Bh 1.00 5,000,000.00 5,000,000.00 7 Perabotan dan Pelayanan Set 1.00 - -
D. FASILITAS DIREKSI TEKNIS Ls - - -
E. MOBILISASI LAINNYA
1 Papan Nama Proyek Bh 2.00 500,000.00 1,000,000.00 2 As Built Drawing Set 6.00 1,500,000.00 9,000,000.00
F. DEMOBILISASI LS 1.00 15,625,000.00 15,625,000.00
TOTAL BIAYA MOBILISASI 66,875,000.00
Catatan :
Samarinda, 20 Januari 2010Penawar
PT.HEQ JAYA
HEKI WIJAYANTI, SSTDirektur Utama
HARGA SATUAN
(Rp.)
JUMLAH HARGA
(Rp.)
Jumlah yang tercantum pada masing-masing item mobilisasi di atas sudah termasuk over head dan laba serta seluruh pajak dan bea (kecuali PPn), dan pengeluaran lainnya.
HARGA SATUAN LUMP SUM UNTUK MOBILISASI
PROGRAM : PEMBANGUNAN JALAN DAN JEMBATAN PROP. KALTIM
KEGIATAN : PEMBANGUNAN JALAN DALAM KOTA SAMARINDA
PAKET :
ITEM PEKERJAAN : 1,2
VOLUME PEKERJAAN : 1,00
JENIS PEKERJAAN : MOBILISASI
SATUAN PEMBAYARAN : Ls
No. J E N I S A L A T SATUAN KUANTITAS
B. PERALATAN
1 ASPHALT MIXING PLANT E01 Set 1.00 2 ASPHALT FINISHER E02 Unit 1.00 1,000,000.00 1,000,000.00 3 ASPHALT SPRAYER E03 Unit 1.00 500,000.00 500,000.00 4 BULLDOZER 100 - 150 HP E04 Unit5 COMPRESSOR 4000 - 5000 L/M E05 Unit 1.00 500,000.00 500,000.00 6 CONCRETE MIXER 0.3 - 0.6 M3 E06 Unit 1.00 250,000.00 250,000.00 7 DUMP TRUCK 3 - 4 M3 E08 Unit 8.00 500,000.00 4,000,000.00 8 DUMP TRUCK E09 Unit9 EXCAVATOR 80 - 180 HP E10 Unit 1.00 4,000,000.00 4,000,000.00
10 PLAT BED TRUCK 3 - 4 M3 E11 Unit11 GENERATOR SET E12 Unit 1.00 500,000.00 500,000.00 12 MOTOR GRADER > 100 HP E13 Unit 1.00 4,000,000.00 4,000,000.00 13 WHEEL LOADER 1.0 - 1.6 M3 E15 Unit 1.00 4,000,000.00 4,000,000.00 14 TANDEM ROLLER 6 - 8 T E17 Unit 1.00 4,000,000.00 4,000,000.00 15 PNEUMATIC TIRE ROLLER 8 - 10 T E18 Unit 1.00 4,000,000.00 4,000,000.00 16 VIBRATORY ROLLER 5 - 8 T E19 Unit 1.00 4,000,000.00 4,000,000.00 17 CONCRETE VIBRATOR E20 Unit18 WATER PUMP 70 - 100 mm E22 Unit19 WATER TANKER 3000 - 4500 L E23 Unit 1.00 500,000.00 500,000.00 20 JACK HAMMER E26 Unit21 PICK UP TRUCK 1 T - Unit22 SURVEY EQUIPMENT - Set
TOTAL UNTUK ITEM B PADA LEMBAR 1 31,250,000.00
Catatan :
Samarinda, 20 Januari 2010Penawar
PT.HEQ JAYA
HEKI WIJAYANTI, SSTDirektur Utama
KODE ALAT
HARGA SATUAN (Rp.)
JUMLAH HARGA (Rp.)
Jumlah yang tercantum pada masing-masing item mobilisasi di atas sudah termasuk over head dan laba serta seluruh pajak dan bea (kecuali PPn), dan pengeluaran lainnya.
ANALISA HARGA SATUAN
PROYEK : PEMBANGUNAN JALAN DAN JEMBATAN PROP. KALTIM
PAKET : PEMBANGUNAN JALAN DALAM KOTA SAMARINDA
NAMA KONTRAK : PEMBANGUNAN JALAN BARU LOA BAHU
PROVINSI : KALIMANTAN TIMUR
ITEM PEMBAYARAN NO. : 6.3 (5) PERKIRAAN KUANTITAS : 455.00JENIS PEKERJAAN : ASPHALT TREATED BASE TOTAL HARGA (Rp) : 74,721,622.03 SATUAN PEMBAYARAN : M3 % THD. BIAYA PROYEK : 0.768
NO. KOMPONEN SATUAN
A. TENAGA1. Pekerja L01 jam 0.0339 9,000.00 304.97 2. Mandor L03 jam 0.0023 16,500.00 37.27
JUMLAH HARGA TENAGA 342.24
B. BAHAN1. Agregat Kasar utk Pondasi Kelas A, B M03 m3 0.0344 369,936.32 12,716.56 2. Agregat Halus utk Pondasi Kelas A M04 m3 0.0241 410,110.35 9,868.28 3. Filler M05 Kg 7.8750 630.00 4,961.25 4. Aspal Cement M10 Kg 8.2688 10,700.00 88,475.63
JUMLAH HARGA BAHAN 116,021.72
C. PERALATAN
1. Wheel loder (E15) jam 0.0019 455,811.52 847.49 2. AMP (E01) jam 0.0023 1,766,943.93 3,991.59 3. Generator set (E12) jam 0.0023 416,715.92 941.38 4. Damp truck (E09) jam 0.0303 391,205.14 11,867.45 5. Asphalt finisher (E02) jam 0.0136 933,001.06 12,646.10 6. Tandem Roller (E17) jam 0.0016 395,965.75 636.09 7. Tire RollerPneumatic Tire Roller (E18) jam 0.0023 435,704.65 999.90 8. Alat bantu Ls 1.0000 1,000.00 1,000.00
JUMLAH HARGA PERALATAN 32,929.99
D. JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN (A + B + C) 149,293.95 E. OVERHEAD & PROFIT 10% x D 14,929.40 F. HARGA SATUAN PEKERJAAN (D + E) 164,223.35 G HARGA SATUAN PEKERJAAN PER M3 (D + E) x 20 3,284,466.90
Note : 1Satuan dapat berdasarkan atas jam operasi untuk Tenaga Kerja dan Peralatan, Volume dan / atau ukuran berat untuk bahan-bahan.
2Kuantitas satuan adalah kuantitas setiap komponen untuk menyelesaikan satu satuan pekerjaan dari nomor mata pembayaran.
3 Biaya satuan untuk peralatan sudah termasuk bahan bakar, bahan habis dipakai dan operator.
4
Penawar
PT. HEQ JAYA
PERKIRAAN KUANTITAS
HARGA SATUAN (Rp.)
JUMLAH HARGA
(Rp.)
Biaya satuan sudah termasuk pengeluaran untuk seluruh pajak yang berkaitan (tetapi tidak termasuk PPN yang dibayar dari Kontrak) dan biaya-biaya lainnya.
HEKI WIJAYANTI, SSTDirektur Utama
METODE PELAKSANAANITEM PEKERJAAN : 6.3 (5) Analisa EI - 635JENIS PEKERJAAN : ASPHALT TREATED BASE (ATB)SATUAN PEMBAYARAN : M3 URAIAN ANALISA HARGA SATUAN
LanjutanNO.
URAIANKODE KOEF. SATUAN KETERANGAN
2.e. ASPHALT FINISHER (E02)Kapasitas produksi V 10.00 ton / JamFaktor efisiensi alat Fa 0.83 - Normal
Kap.Prod. / jam = V x Fa Q5 73.778 M3D1 x t
Koefisien Alat / M3 = 1 : Q5 (E02) 0.0136 Jam
2.f. TANDEM ROLLER (E17) Kecepatan rata-rata alat v 2.50 Km / Jam
Lebar efektif pemadatan b 1.20 MJumlah lintasan n 4.00 lintasanFaktor Efisiensi alat Fa 0.83 - Normal
Kap. Prod./jam = (v x 1000) x b x t x Fa Q6 622.500 M3n x t
Koefisien Alat / M3 = 1 : Q6 (E17) 0.0016 Jam
2.g. PNEUMATIC TIRE ROLLER (E18)Kecepatan rata-rata v 3.50 KM / JamLebar efektif pemadatan b 1.20 MJumlah lintasan n 8.00 lintasanFaktor Efisiensi alat Fa 0.83 - Baik
Kap.Prod. / jam = (v x 1000) x b x t x Fa Q7 435.750 M3n x t
Koefisien Alat / M3 = 1 : Q7 (E18) 0.0023 Jam
2.h. ALAT BANTUYang diperlukan : Lump sum- Kereta Dorong 2.00 bh- Sekop 3.00 bh- Garpu 2.00 bh- Rambu 2.00 bh- Tonkat kontrol ketebalan penghamparan 1.00 bh
3 TENAGAProduksi menentukan : ASPHALT MIXING PLANT (AMP) Q2 442.667 M3Produksi ATB / hari = Tk x Q2 Qt 3,098.667 M3Kebutuhan tenaga :
- Pekerja P 15.00 orang- Mandor M 1.00 orang
Koefisien Tenaga / M3 :- Pekerja = (Tk x P) / Qt (L01) 0.0339 Jam- Mandor = (Tk x M) / Qt (L03) 0.0023 Jam
4. HARGA DASAR SATUAN UPAH, BAHAN DAN ALATLihat lampiran.
5. ANALISA HARGA SATUAN PEKERJAANLihat perhitungan dalam FORMULIR STANDAR UNTUKPEREKEMAN ANALISA MASING-MASING HARGASATUAN.Didapat Harga Satuan Pekerjaan :
Rp. 3,284,466.90 / M3
6. WAKTU PELAKSANAAN YANG DIPERLUKANMasa Pelaksanaan : . . . bulan
7. VOLUME PEKERJAAN YANG DIPERLUKAN
Volume pekerjaan : 455.00 M3
.
ANALISA HARGA MATERIAL ON SITE ( MOS )Program : Pembangunan JalanKegiatan : Pembangunan Jalan Baru Loa BahuLokasi Kegiatan : Pembangunan Jalan Baru Loa Bahu
Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Pasir Pasang
Satuan : M3 Material : Lokal
No. U R A I A N Rp. / SATUAN
1 Harga Setempat 65,000.00 / M3 65,000.00 2 Penanganan / perawatan 1,000.00 / M3 1,000.00 3 Angkutan ke lapangan 47,000.00 / M3 47,000.00 4 Bongkar muat, penyimpanan dll 1,000.00 / M3 1,000.00
J U M L A H 114,000.00
ANALISA HARGA MATERIAL ON SITE ( MOS )Program : Pembangunan JalanKegiatan : Pembangunan Jalan Baru Loa BahuLokasi Kegiatan : Pembangunan Jalan Baru Loa Bahu
Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Pasir Cor
Satuan : M3 Material : Lokal
No. U R A I A N Rp. / SATUAN
1 Harga Setempat 85,000.00 / M3 85,000.00 2 Penanganan / perawatan 1,000.00 / M3 1,000.00 3 Angkutan ke lapangan 47,000.00 / M3 47,000.00 4 Bongkar muat, penyimpanan dll 1,000.00 / M3 1,000.00
J U M L A H 134,000.00
JUMLAH HARGA
(Rp.)
JUMLAH HARGA
(Rp.)
ANALISA HARGA MATERIAL ON SITE ( MOS )Program : Pembangunan JalanKegiatan : Pembangunan Jalan Baru Loa BahuLokasi Kegiatan : Pembangunan Jalan Baru Loa Bahu
Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Batu Gunung
Satuan : M3 Material : Lokal
No. U R A I A N Rp. / SATUAN
1 Biaya CIF di Pelabuhan 200,000.00 / M3 200,000.00 2 Penanganan / perawatan 1,000.00 / M3 1,000.00 3 Angkutan ke lapangan 114,000.00 / M3 114,000.00 4 Bongkar muat, penyimpanan dll 1,000.00 / M3 1,000.00
J U M L A H 316,000.00
ANALISA HARGA MATERIAL ON SITE ( MOS )Program : Pembangunan JalanKegiatan : Pembangunan Jalan Baru Loa BahuLokasi Kegiatan : Pembangunan Jalan Baru Loa Bahu
Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Agregat Kasar utk Pondasi Kelas A, B
Satuan : M3 Material : Lokal
No. U R A I A N Rp. / SATUAN
1 Harga Setempat 237,000.00 / M3 237,000.00 2 Penanganan / perawatan 1,000.00 / M3 1,000.00 3 Angkutan ke lapangan 74,000.00 / M3 74,000.00 4 Bongkar muat, penyimpanan dll 1,000.00 / M3 1,000.00
J U M L A H 313,000.00
JUMLAH HARGA
(Rp.)
JUMLAH HARGA
(Rp.)
ANALISA HARGA MATERIAL ON SITE ( MOS )Program : Pembangunan JalanKegiatan : Pembangunan Jalan Baru Loa BahuLokasi Kegiatan : Pembangunan Jalan Baru Loa Bahu
Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Agregat Kasar utk Pondasi Kelas A
Satuan : M3 Material : Lokal
No. U R A I A N Rp. / SATUAN
1 Harga Setempat 245,000.00 / M3 245,000.00 2 Penanganan / perawatan 1,000.00 / M3 1,000.00 3 Angkutan ke lapangan 62,000.00 / M3 62,000.00 4 Bongkar muat, penyimpanan dll 1,000.00 / M3 1,000.00
J U M L A H 309,000.00
ANALISA HARGA MATERIAL ON SITE ( MOS )Program : Pembangunan JalanKegiatan : Pembangunan Jalan Baru Loa BahuLokasi Kegiatan : Pembangunan Jalan Baru Loa Bahu
Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Agregat Kasar utk Pondasi Kelas B
Satuan : M3 Material : Lokal
No. U R A I A N Rp. / SATUAN
1 Harga Setempat 235,000.00 / M3 235,000.00 2 Penanganan / perawatan 1,000.00 / M3 1,000.00 3 Angkutan ke lapangan 62,000.00 / M3 62,000.00 4 Bongkar muat, penyimpanan dll 1,000.00 / M3 1,000.00
J U M L A H 299,000.00
JUMLAH HARGA
(Rp.)
JUMLAH HARGA
(Rp.)
ANALISA HARGA MATERIAL ON SITE ( MOS )Program : Pembangunan JalanKegiatan : Pembangunan Jalan Baru Loa BahuLokasi Kegiatan : Pembangunan Jalan Baru Loa Bahu
Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Filler
Satuan : Kg Material : Lokal
No. U R A I A N Rp. / SATUAN
1 Harga Setempat 3,000.00 / kg 3,000.00 2 Penanganan / perawatan 500.00 / kg 500.00 3 Angkutan ke lapangan 50.00 / kg 50.00 4 Bongkar muat, penyimpanan dll 500.00 / kg 500.00
J U M L A H 4,050.00
ANALISA HARGA MATERIAL ON SITE ( MOS )Program : Pembangunan JalanKegiatan : Pembangunan Jalan Baru Loa BahuLokasi Kegiatan : Pembangunan Jalan Baru Loa Bahu
Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Material Tanah Timbunan
Satuan : M3 Material : Lokal
No. U R A I A N Rp. / SATUAN
1 Harga Setempat 52,000.00 / M3 52,000.00 2 Penanganan / perawatan 1,000.00 / M3 1,000.00 3 Angkutan ke lapangan 37,000.00 / M3 37,000.00 4 Bongkar muat, penyimpanan dll 1,000.00 / M3 1,000.00
J U M L A H 91,000.00
JUMLAH HARGA
(Rp.)
JUMLAH HARGA
(Rp.)
ANALISA HARGA MATERIAL ON SITE ( MOS )Program : Pembangunan JalanKegiatan : Pembangunan Jalan Baru Loa BahuLokasi Kegiatan : Pembangunan Jalan Baru Loa Bahu
Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Aspal Cement
Satuan : Kg Material : Lokal
No. U R A I A N Rp. / SATUAN
1 Harga Setempat 8,300.00 / kg 8,300.00 2 Penanganan / perawatan 500.00 / kg 500.00 3 Angkutan ke lapangan 700.00 / kg 700.00 4 Bongkar muat, penyimpanan dll 500.00 / kg 500.00
J U M L A H 10,000.00
ANALISA HARGA MATERIAL ON SITE ( MOS )Program : Pembangunan JalanKegiatan : Pembangunan Jalan Baru Loa BahuLokasi Kegiatan : Pembangunan Jalan Baru Loa Bahu
Samarinda Provinsi : Kalimantan Timur
Tahun Anggaran : 2010
Material : Kerosen
Satuan : Liter Material : Depot BBM
No. U R A I A N Rp. / SATUAN
1 Harga Setempat 11,000.00 / liter 11,000.00 2 Penanganan / perawatan 500.00 / liter 500.00 3 Angkutan ke lapangan 500.00 / liter 500.00 4 Bongkar muat, penyimpanan dll 500.00 / liter 500.00
JUMLAH HARGA
(Rp.)
JUMLAH HARGA
(Rp.)
J U M L A H 12,500.00
ANALISA HARGA MATERIAL ON SITE ( MOS )Program : Pembangunan JalanKegiatan : Pembangunan Jalan Baru Loa BahuLokasi Kegiatan : Pembangunan Jalan Baru Loa Bahu
Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Semen
Satuan : Kg Material : Lokal
No. U R A I A N Rp. / SATUAN
1 Harga Patokan Setempat ( HPS ) 55,000.00 / Zak 55,000.00 2 Penanganan / perawatan 1,000.00 / Zak 1,000.00 3 Angkutan ke lapangan 5,000.00 / Zak 5,000.00 4 Bongkar muat, penyimpanan dll 1,000.00 / Zak 1,000.00
J U M L A H 62,000.00
Keterangan : Harga semen / kg = Rp. 62,000.00 / 50 Kg
= Rp. 1,240.00
ANALISA HARGA MATERIAL ON SITE ( MOS )Program : Pembangunan JalanKegiatan : Pembangunan Jalan Baru Loa BahuLokasi Kegiatan : Pembangunan Jalan Baru Loa Bahu
Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Bensin
Satuan : Liter Material : Depot BBM
No. U R A I A N Rp. / SATUAN
1 Harga Setempat 8,310.00 / liter 8,310.00 2 Penanganan / perawatan 500.00 / liter 500.00 3 Angkutan ke lapangan 500.00 / liter 500.00
JUMLAH HARGA
(Rp.)
JUMLAH HARGA
(Rp.)
4 Bongkar muat, penyimpanan dll 500.00 / liter 500.00
J U M L A H 9,810.00
ANALISA HARGA MATERIAL ON SITE ( MOS )Program : Pembangunan JalanKegiatan : Pembangunan Jalan Baru Loa BahuLokasi Kegiatan : Pembangunan Jalan Baru Loa Bahu
Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Solar
Satuan : Liter Material : Depot BBM
No. U R A I A N Rp. / SATUAN
1 Harga Setempat 8,500.00 / liter 8,500.00 2 Penanganan / perawatan 500.00 / liter 500.00 3 Angkutan ke lapangan 500.00 / liter 500.00 4 Bongkar muat, penyimpanan dll 500.00 / liter 500.00
J U M L A H 10,000.00
ANALISA HARGA MATERIAL ON SITE ( MOS )Program : Pembangunan JalanKegiatan : Pembangunan Jalan Baru Loa BahuLokasi Kegiatan : Pembangunan Jalan Baru Loa Bahu
Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Pelumas / Oli
Satuan : Liter Material : Lokal
No. U R A I A N Rp. / SATUAN
1 Harga Setempat 30,000.00 / liter 30,000.00 2 Penanganan / perawatan 500.00 / liter 500.00 3 Angkutan ke lapangan 500.00 / liter 500.00
JUMLAH HARGA
(Rp.)
JUMLAH HARGA
(Rp.)
4 Bongkar muat, penyimpanan dll 500.00 / liter 500.00
J U M L A H 31,500.00
ANALISA HARGA MATERIAL ON SITE ( MOS )Program : Pembangunan JalanKegiatan : Pembangunan Jalan Baru Loa BahuLokasi Kegiatan : Pembangunan Jalan Baru Loa Bahu
Samarinda Provinsi : Kalimantan TimurTahun Anggaran : 2010Material : Sirtu
Satuan : M3 Material : Lokal
No. U R A I A N Rp. / SATUAN
1 Harga Setempat 270,000.00 / liter 270,000.00 2 Penanganan / perawatan 1,000.00 / liter 1,000.00 3 Angkutan ke lapangan 106,000.00 / liter 106,000.00 4 Bongkar muat, penyimpanan dll 1,000.00 / liter 1,000.00
J U M L A H 378,000.00
JUMLAH HARGA
(Rp.)
JADWAL PELAKSANAAN PEKERJAAN
Program : Pembangunan Jalan dan Jembatan Prop. Kaltim
Kegiatan : Pembangunan Jalan Dalam Kota Samarinda
Lokasi Kegiatan : Jalan Baru Kel. Loa Bahu
Samarinda
Provinsi : Kalimantan Timur
Tahun Anggaran : 2010
Uraian BobotWaktu PelaksanaanNo. Mata
Pembayaran
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
DIVISI 1. UMUM
1.2 Mobilisasi dan Demobilisasi 0.7564 0.189 0.189 0.378
DIVISI 2. DRAINASE
2.1 Galian untuk Selokan Drainase dan Saluran Air 1.0771 0.269 0.269 0.269 0.269
2.2 Pasangan Batu dengan Mortar 15.1136 1.511 1.511 1.511 1.511 1.511 1.511 1.511 1.511 1.511 1.511
DIVISI 3. PEKERJAAN TANAH
3.1 (1) Galian Biasa 12.9585 1.440 1.440 1.440 1.440 1.440 1.440 1.440 1.440 1.440
3.2 (1) Timbunan Biasa 23.8237 2.166 2.166 2.166 2.166 2.166 2.166 2.166 2.166 2.166 2.166 2.166
3.3 (3) Penyiapan Badan Jalan 1.4582 0.365 0.365 0.365 0.365
DIVISI 4. PEKERJAAN BAHU JALAN
4.1 Lapis Pondasi Agregat Kelas C 3.6929 0.615 0.615 0.615 0.615 0.615 0.615
DIVISI 5. PEKERJAAN BERBUTIR
5.1 (1) Lapis Pondasi Agregat Kelas A 9.8042 1.401 1.401 1.401 1.401 1.401 1.401 1.401
5.1 (2) Lapis Pondasi Agregat Kelas B 14.3959 1.600 1.600 1.600 1.600 1.600 1.600 1.600 1.600 1.600
DIVISI 6. PERKERASAN ASPAL
6.1 (1) Lapis Resap Pengikat 0.0162 0.008 0.008
6.3 (5) Asphalt Treated Base (ATB) 16.9034 5.634 5.634 5.634
TOTAL 100.00
RENCANA MINGGUAN ( % ) 0.189 1.629 4.239 6.256 9.366 9.366 8.733 8.733 8.733 8.117 5.277 5.277 10.919 7.154 5.634 0.378
FISIK KOMULATIF ( % ) 0.189 1.818 6.057 12.313 21.679 31.046 39.778 48.511 57.244 65.361 70.637 75.914 86.833 93.987 99.622 100.000
Samarinda, 20 Januari 2010Penawar
PT. HEQ JAYA
HEKI WIJAYANTI, SSTDirektur Utama
JADWAL PELAKSANAAN PEKERJAAN
Ket.
100
50
0
Perkiraan kuantitas ( m3 )
Err:540 0 12.1 0 680.002.2 0 255.00
3.1 (1) 0 1,787.803.2 (1) 0 972.823.3 (3) 0 6,375.00
4.1 0 191.255.1 (1) 0 765.005.1 (2) 0 1,275.006.1 (1) 0 10.206.3 (5) 0 255.00
Pruduksi alat yg menentukan (m3/jam) hari hari minggu
18.68 2.6678571 3.760592 0.5372271.33 0.1897143 0.26742 0.038203
18.68 2.6678571 3.760592 0.53722758.97 8.424812 11.87555 1.696508
311.25 44.464286 62.67653 8.9537928.01 4.0017857 5.640888 0.80584118.68 2.6678571 3.760592 0.53722718.68 2.6678571 3.760592 0.537227
124.50 17.785714 25.07061 3.581516295.11 42.15873 59.42663 8.489519
127.69647 180
JAM HARI MINGGU BULAN36.4123159303882 5.2017594 0.743108 0.173392192.018072289157 27.431153 3.918736 0.91437295.7324964117265 13.676071 1.953724 0.45586916.4958566776358 2.356551 0.33665 0.07855220.4819277108434 2.9259897 0.417999 0.0975336.82730923694779 0.9753299 0.139333 0.03251140.9638554216867 5.8519793 0.835997 0.19506668.2730923694779 9.7532989 1.393328 0.32511
0.0819277108433735 0.011704 0.001672 0.000390.864081325301205 0.1234402 0.017634 0.004115
PERHITUNGAN VOLUMEProgram : Pembangunan JalanKegiatan : Pembangunan Jalan Baru STA 0+000 S/D 0+850 Kel. Loa BahuLokasi Kegiata : Loa Bahu SamarindaProvinsi : Kalimantan TimurTahun Anggara: 2011
No. Uraian Satuan Panjang Lebar Tinggi Volume
1 Drainase- Galian pada saluran drainase
1300 1 1 Kanan : 1,300.00
1300 1 1 Kiri : 1,300.00
m3 TOTAL : 2,600.00- Pasangan batu dengan mortar
13000.6
0.8 Kanan : 780.000.4
13000.6
0.8 Kiri : 780.00 0.4
m3 TOTAL : 1,560.002 Pekerjaan Tanah
- Galian biasa 31,279.16
- Timbunan biasa 22,076.62
- Penyiapan badan jalan 1300 10 13,000.00
m3
m3
m3
m3
m3
m3
m2
7,5 m
850 m
100
100
60
80
40
3 Pekerjaan Bahu Jalan- Lapis Pondasi Agregat Kelas C t = 15cm 1300 1.5 0.15 Kanan : 292.50
1300 1.5 0.15 Kiri : 292.50
m3 TOTAL : 585.004 Perkerasan Berbutir
- Lapis Pondasi Agregat A t = 15 cm 1300 7 0.16 1,456.00
- Lapis Pondasi Agregat B t = 20 cm 1300 8.5 0.2 2,210.00
5 Perkerasan Aspal- Lapis Resap Pengikat 1300 7 0.01 91.00
- ATB t = 5 cm 1300 7 0.05 455.00
m3
m3
m3
m3
m2
m3
7,5 m
850 m
ATB
ATB
C
6 m
850 m
Surface LPA ( LAPIS PERKERASAN ATAS )
STA LEBAR RATA-RATA JARAK TEBAL VOLUMESTA
0+000 7
7 100 0.05 35 0+0000+100 7
7 100 0.05 35 0+1000+200 7
7.423 30 0.05 11.1345 0+2000+230 7.846
7.423 70 0.05 25.9805 0+2300+300 7
7 100 0.05 35 0+3000+400 7
7.5575 100 0.05 37.7875 0+4000+500 8.115
7.5575 50 0.05 18.89375 0+5000+550 7
7 50 0.05 17.5 0+5500+600 7
7 100 0.05 35 0+6000+700 7
7.3525 50 0.05 18.38125 0+7000+750 7.705
7.3525 50 0.05 18.38125 0+7500+800 7
7 100 0.05 35 0+8000+900 7
7.159 70 0.05 25.0565 0+9000+970 7.318
7.159 30 0.05 10.7385 0+9701+000 7
7 100 0.05 35 1+0001+100 7
7 20 0.05 7 1+1001+120 7
7 80 0.05 28 1+1201+200 7
7 100 0.05 35 1+2001+300 7
1+300
463.85JUMLAH (S)
463.85JUMLAH (S)JUMLAH (S)
LPA ( LAPIS PERKERASAN ATAS ) LPB ( LAPIS PERKERASAN BAWAH )
LEBAR RATA-RATA JARAK TEBAL VOLUMESTA LEBAR RATA-RATA
0+000 7
7 77 100 0.16 112 0+100 7
7 77 100 0.16 112 0+200 7
7 7.4237.423 30 0.16 35.6304 0+230 7.846
7.846 7.4237.423 70 0.16 83.1376 0+300 7
7 77 100 0.16 112 0+400 7
7 7.55757.5575 100 0.16 120.92 0+500 8.115
8.115 7.55757.5575 50 0.16 60.46 0+550 7
7 77 50 0.16 56 0+600 7
7 77 100 0.16 112 0+700 7
7 7.35257.3525 50 0.16 58.82 0+750 7.705
7.705 7.35257.3525 50 0.16 58.82 0+800 7
7 77 100 0.16 112 0+900 7
7 7.1597.159 70 0.16 80.1808 0+970 7.318
7.318 7.1597.159 30 0.16 34.3632 1+000 7
7 77 100 0.16 112 1+100 7
7 77 20 0.16 22.4 1+120 7
7 77 80 0.16 89.6 1+200 7
7 77 100 0.16 112 1+300 7
7
JUMLAH (S)
1484JUMLAH (S)
JUMLAH (S)
LPB ( LAPIS PERKERASAN BAWAH ) TABEL PERHITUNGAN PARIT
JARAK TEBAL VOLUMESTA
PANJANG
GALIAN TIMBUNAN KIRI
100 0.2 140 0+000 X X √100
100 0.2 140 0+100 X √ X100
30 0.2 44.538 0+200 X X √30
70 0.2 103.922 0+230 X X √70
100 0.2 140 0+300 √ X X100
100 0.2 151.15 0+400 X X X100
50 0.2 75.575 0+500 X √ X50
50 0.2 70 0+550 X X √50
100 0.2 140 0+600 √ X X100
50 0.2 73.525 0+700 √ X X50
50 0.2 73.525 0+750 √ X X50
100 0.2 140 0+800 X X X100
70 0.2 100.226 0+900 √ X X70
30 0.2 42.954 0+970 √ X X30
100 0.2 140 1+000 X X X100
20 0.2 28 1+100 √ X X20
80 0.2 112 1+120 X X √80
100 0.2 140 1+200 X √ X100
1+300 X X X
1855
PERPOTONGAN
JUMLAH (S)
1855
Jadi , Volume parit dari hasil perhitungan tabel diatas adalah :
568568
JUMLAH (S)JUMLAH (S)
TABEL PERHITUNGAN PARIT
PANJANG DIMENSI VOLUME
KANAN A B C LUAS KIRI KANAN
100 0.6 0.4 0.8 0.4 40 40
100 0.6 0.4 0.8 0.4 40 40
30 0.6 0.4 0.8 0.4 12 12
70 0.6 0.4 0.8 0.4 28 28
100 0.6 0.4 0.8 0.4 40 40
100 0.6 0.4 0.8 0.4 40 40
50 0.6 0.4 0.8 0.4 20 20
50 0.6 0.4 0.8 0.4 20 20
100 0.6 0.4 0.8 0.4 40 40
50 0.6 1.4 0.8 0.8 40 40
50 0.6 0.4 0.8 0.4 20 20
100 0.6 0.4 0.8 0.4 40 40
70 0.6 1.4 0.8 0.8 56 56
30 0.6 0.4 0.8 0.4 12 12
100 0.6 0.4 0.8 0.4 40 40
20 0.6 0.4 0.8 0.4 8 8
80 0.6 0.4 0.8 0.4 32 32
100 0.6 0.4 0.8 0.4 40 40
568 568JUMLAH (S)
m3
m3