harga tenggarong.xlsx

7/22/2019 HARGA TENGGARONG.xlsx

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PROGRAM : Peningkatan Sarana dan Prasarana Aparatur

KEGIATAN :

LOKASI : Kecamatan Tenggarong Kab. Kutai Kartanegara

TAHUN : 2013

No JUMLAH HARGA

I PEK. PENDAHULUAN 19,514,640.00

II PEK. PASANGAN DAN BETON 3,914,316,448.84

III PEK. KUSEN, PINTU, JENDELA DAN PENGGANTUNG 292,238,105.75

IV PEK. ATAP 295,606,145.00

V PEK. PLAPON 236,126,634.16

VI PEK. INSTALASI LISTRIK 56,875,000.00

VII PEK. PENGECATAN 294,333,804.95

VIII PEK. SANITAIR 50,390,355.00IX PEK. LAIN-LAIN 99,255,000.00

TOTAL 5,258,656,133.70

PPn 10 % 525,865,613.37

GRAND TOTAL 5,784,521,747.08

DIBULATKAN 5,784,521,000.00

TERBILANG :

REKAPITULASI

URAIAN PEKERJAAN

#NAME?

Pembangunan Gedung Kantor di Jalan A. P. Pranoto


2/21


KEGIATAN : Pembangunan Gedung Kantor di Jalan A. P. Pranoto


TAHUN : 2013

No HARGA SATUAN

I PEK. PENDAHULUAN

1 Serobong kerja 24.00 M2 450,000.00Rp

2 Pas. Bowplank 112.00 M1 73,345.00Rp

3 Papan nama kegiatan 1.00 Bh 500,000.00Rp

Sub Total

II PEK. TANAH

1 Galian Pondasi 156.40 M3 63,375.00Rp

3 Timbunan kembali bekas galian 52.13 M3 27,012.50Rp

4 Urugan pasir bawah lantai t=5cm 20.00 M3 146,750.00Rp

5 Urugan tanah bawah lantai dipadatkan 320.00 M3 147,900.00Rp

Sub Total

II PEK. PASANGAN DAN BETON

1 Pek. Pancangan Strust Dia 30 666.00 M1 1,399,057.15Rp

2 Pek. Cor Foot Plate 150x150x0,35 CM 32.29 M3 8,165,579.80Rp

3 Pas. Batu Kosong 55.89 M3 572,760.00Rp

4 Pas. Pondasi batu gunung 1:4 124.89 M3 833,100.00Rp

5 Pek Rabat Lantai t=7 Beton K175 31.10 M3 1,164,967.50Rp

6 Pek. Sloef 20x30CM 16.02 M3 11,244,150.18Rp

7 Pek. Sloef 15x20CM 0.68 M3 13,003,829.95Rp

8 Pek. Kolom K1 40x40CM 36.08 M3 9,716,717.19Rp

9 Pek. Kolom K2 40x40CM 19.20 M3 7,220,963.96Rp

10 Pek Balok Induk 30x60CM 45.72 M3 9,803,691.98Rp

11 Kolom Praktis 6.48 M3 14,726,004.88Rp

12 Pek Balok Anak 30x40CM 11.52 M3 9,818,277.86Rp

13 Pek. Ringbalk 30x40 2.28 M3 9,818,277.86Rp

14 Pek. Ringbalk 20x30 10.95 M3 8,968,218.35Rp

15 Pek. Plat Lantai beton K225 t = 12cm dgn tul. Rangkap 50.07 M3 7,718,928.34Rp16 Plat Lantai beton K225 t = 10cm dgn tul. Rangkap 1.50 M3 7,718,928.34Rp

17 Pek Cor Tangga 6.46 M3 9,756,121.59Rp

18 Pek. Cor Kanovi Jendela 3.25 M3 10,009,098.47Rp

19 Pas. Batu bata 1:4 1,431.50 M2 156,587.50Rp

20 Plasteran dinding 1:4 3,007.00 M2 47,425.00Rp

21 Keramik lantai Ruang 40x40 814.00 M2 198,340.00Rp

22 Keramik lantai KM 20x20 13.00 M2 185,877.50Rp

23 Keramik dinding KM 20x25 107.50 M2 187,965.00Rp

24 Pas. Batu Alam 36.00 M2 325,000.00Rp

25 Water Profing Dak 16.00 M2 135,000.00Rp

26 Finishing Kolom dan balok 473.60 M2 54,925.00Rp

27 Penebalan Plasteran LT 1 & 2 144.00 M2 47,425.00Rp

Sub Total

RENCANA ANGGARAN BIAYA (RAB)

URAIAN PEKERJAAN VOLUME

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3/21

III PEK. KUSEN, PINTU, JENDELA DAN PENGGANTUNG

1 Kusen Aluminium Hitam 623.00 M1 188,385.00Rp

2 Daun pintu 12mm Kaca + Acc 2.00 Bh 15,000,000.00Rp

3 Daun pintu Aluminium 30.00 Bh 1,819,450.00Rp

4 Daun Jendela 50 x 200 62.00 Bh 687,700.00Rp

5 Pas. Jendela Kaca mati polos 5mm 49.00 M2 208,026.25Rp

6 Kaca polos 5mm untuk KM/WC 1.60 M2 208,026.25Rp

7 Engsel 4" 90.00 Bh 43,026.25Rp

8 Engsel 3" 124.00 Bh 34,517.50Rp

9 Kunci Pintu tanam 30.00 pas 172,625.00Rp10 Handel pintu Double 30.00 pas 379,737.50Rp

11 Grandel tanam untuk pintu 30.00 pas 69,035.00Rp

12 Grandel jendela 62.00 Bh 44,035.00Rp

13 Tarikan 62.00 Bh 46,570.00Rp

14 Hak angin 124.00 Bh 38,026.25Rp

Sub Total

IV PEK. ATAP

1 Pekerjaan rangka atap baja ringan 493.00 M2 325,000.00Rp

2 Pekerjaan Atap 493.00 M2 156,285.00Rp

3 Bubungan 103.00 M1 214,485.00Rp

4 List Plank Kayu Bangkirai 221.00 M1 163,985.00Rp

Sub Total

V PEK. PLAPON

1 Plapon Gipsum Board +Rangka 897.20 M2 231,087.80Rp

2 Les Plafond Gipsum 548.00 M1 52,545.00Rp Sub Total

VI PEK. INSTALASI LISTRIK

1 Titik Lampu TL 2 X 20 Watt 33.00 ttk 425,000.00Rp

1 Titik Lampu Down Ligth 30 Watt (Tanam) 32.00 ttk 375,000.00Rp

3 Stop kontak menggunakan kabel tunggal 3 x 2,5 NYM 69.00 ttk 200,000.00Rp

4 MCB 10 A Merlin Gerin 12.00 ttk 350,000.00Rp

5 Box Panel 1.00 Bh 350,000.00Rp

6 Grounding dia 2,0 - l = 4m 2.00 Bh 250,000.00Rp

7 Penangkal Petir Gedung 1.00 Ls 12,000,000.00Rp

Sub Total

VII PEK. PENGECATAN

1 Cat Air 4,048.20 M2 67,330.00Rp

2 Cat Minyak 349.33 M2 62,315.00Rp

Sub Total

VIII PEK. SANITAIR

1 Pas. Kloset Jongkok 7.00 Bh 652,950.00Rp

2 Kloset Duduk 1.00 Bh 2,952,950.00Rp

3 Bak Air Fiber Glass lapis Pasangan 6.00 Bh 1,451,230.00Rp

4 Pas. Wastafel 3.00 Bh 2,500,000.00Rp

5 Septictank 1.00 Ls 3,500,000.00Rp

6 Pipa PVC dia 4" D dan Accessories 156.00 M1 63,750.00Rp

7 Pipa PVC dia 3" D dan Accessories 156.00 M1 48,000.00Rp

8 Pipa PVC dia 1 1/2" D dan Accessories 114.00 M1 27,000.00Rp

9 Pipa PVC dia 3/4" D dan Accessories 12.00 M1 9,500.00Rp

10 Pipa PVC dia 1/2" AW dan Accessories 187.00 M1 8,125.00Rp

11 Saringan Lantai (Floor drain steel plate) 7.00 Bh 75,000.00Rp

12 Saringan Bak air (Floor drain steel plate) 7.00 Bh 30,000.00Rp

13 Stop kran 1/2" 8.00 Bh 35,000.00Rp

Sub Total

XIII PEK. LAIN-LAIN

1 Pek. Parit Keliling 221.00 M 155,000.00Rp

2 Pas. Ornament 8.00 Bh 1,000,000.00Rp

3 Logo dan nama Dinas (Stainlees) 1.00 Ls 30,000,000.00Rp

4 Railing Tangga Besi Holow 36.00 M 750,000.00Rp

Sub Total

TOTAL

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4/21

JUMLAH HARGA

10,800,000.00Rp

8,214,640.00Rp

500,000.00Rp

19,514,640.00Rp

9,911,850.00Rp

1,408,251.67Rp

2,935,000.00Rp

47,328,000.00Rp

61,583,101.67Rp

931,772,062.88Rp

263,646,157.77Rp

32,013,160.13Rp

104,042,089.22Rp

36,225,829.38Rp

180,131,285.82Rp

8,777,585.21Rp

350,579,156.12Rp

138,642,507.98Rp

448,224,797.27Rp

95,424,511.60Rp

113,106,560.96Rp

22,385,673.52Rp

98,201,990.91Rp

386,514,530.29Rp11,578,392.51Rp

62,985,520.99Rp

32,529,570.02Rp

224,155,006.25Rp

142,606,975.00Rp

161,448,760.00Rp

2,416,407.50Rp

20,206,237.50Rp

11,700,000.00Rp

2,160,000.00Rp

26,012,480.00Rp

6,829,200.00Rp

3,914,316,448.84Rp

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5/21

117,363,855.00Rp

30,000,000.00Rp

54,583,500.00Rp

42,637,400.00Rp

10,193,286.25Rp

332,842.00Rp

3,872,362.50Rp

4,280,170.00Rp

5,178,750.00Rp11,392,125.00Rp

2,071,050.00Rp

2,730,170.00Rp

2,887,340.00Rp

4,715,255.00Rp

292,238,105.75Rp

160,225,000.00Rp

77,048,505.00Rp

22,091,955.00Rp

36,240,685.00Rp

295,606,145.00Rp

207,331,974.16Rp

28,794,660.00Rp 236,126,634.16Rp

14,025,000.00Rp

12,000,000.00Rp

13,800,000.00Rp

4,200,000.00Rp

350,000.00Rp

500,000.00Rp

12,000,000.00Rp

56,875,000.00Rp

272,565,306.00Rp

21,768,498.95Rp

294,333,804.95Rp

4,570,650.00Rp

2,952,950.00Rp

8,707,380.00Rp

7,500,000.00Rp

3,500,000.00Rp

9,945,000.00Rp

7,488,000.00Rp

3,078,000.00Rp

114,000.00Rp

1,519,375.00Rp

525,000.00Rp

210,000.00Rp

280,000.00Rp

50,390,355.00Rp

34,255,000.00Rp

8,000,000.00Rp

30,000,000.00Rp

27,000,000.00Rp

99,255,000.00Rp

5,258,656,133.70Rp

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LOKASI : K ecamatan Tenggarong Kab. Kutai Kartanegara

TAHUN : 2013

NO Harga Satuan Harga bahan Harga Upah Jumlah Harga

1

Bahan 0.012 Kayu Meranti Kasau 5/7 2,750,000.00 33,000.00 33,000.00

0.007 m3 Papan Meranti 3,000,000.00 21,000.00 21,000.00

0.030 kg Paku Biasa 20,000.00 600.00 600.00

Upah 0.075 Pekerja 80,000.00 6,000.00 6,000.00

0.100 Tukang Kayu 100,000.00 10,000.00 10,000.00

0.018 Kep. Tukang 115,000.00 2,070.00 2,070.00

0.005 Mandor 135,000.00 675.00 675.00

54,600.00 18,745.00 73,345.00

2 1 M3 PASANGAN BATU GUNUNG 1 : 4

1.100 m3 Batu Gunung 450,000.00 495,000.00 495,000.00

3.260 Zak semen @ 50 Kg 75,000.00 244,500.00 244,500.000.520 m3 Pasir Pasangan (Tgr) 180,000.00 93,600.00 93,600.00

0.600 Tukang 100,000.00 60,000.00 0.00

0.060 Kepala Tukang 115,000.00 6,900.00 0.00

1.500 Pekerja 80,000.00 120,000.00 0.00

0.075 Mandor 135,000.00 10,125.00 0.00

833,100.00 197,025.00 833,100.00

3 1 M3 PASANGAN PONDASI BATU KOSONG / AANSTAMPING

1.100 m3 Batu Gunung 450,000.00 495,000.00 495,000.00

0.432 m3 Pasir Pasangan (Tgr) 180,000.00 77,760.00 77,760.00

0.600 Tukang 100,000.00 60,000.00 0.00

0.060 Kepala Tukang 115,000.00 6,900.00 0.00

1.500 Pekerja 80,000.00 120,000.00 0.00

0.075 Mandor 135,000.00 10,125.00 0.00

572,760.00 197,025.00 572,760.00

4 1 M3 Galian tanah

Upah 0.750 Pekerja 80,000.00 60,000.00 60,000.00

0.025 Mandor 135,000.00 3,375.00 3,375.00

63,375.00 63,375.00

5 1 M3 Urugan Kembali

Upah 0.300 x Upah Galian 63,375.00 19,012.50 19,012.50

1.000 Lot Alat Pemadat 8,000.00 8,000.00 8,000.00

27,012.50 27,012.50

6 1 M3 Urug Pasir bawah lantai

Bahan 1.200 m3 Pasir Urug 90,000.00 108,000.00 108,000.00

Upah 0.300 Pekerja 80,000.00 24,000.00 24,000.00

0.050 Mandor 135,000.00 6,750.00 6,750.00

Pemadata 1.000 Lot Alat Pemadat 8,000.00 8,000.00 8,000.00108,000.00 38,750.00 146,750.00

6 1 M3 Urug Tanah + Pemadatan

Bahan 1.200 m3 Tanah Urug 75,000.00 90,000.00 90,000.00

Upah 0.320 Pekerja 80,000.00 25,600.00 25,600.00

0.180 Mandor 135,000.00 24,300.00 24,300.00

1.000 Lot Alat Pemadat 8,000.00 8,000.00 8,000.00

90,000.00 57,900.00 147,900.00

DAFTAR ANALISAS HARGA SATUAN

1 M' Pas. Bawplank

Uraian Pekerjaan

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7/21


Uraian Pekerjaan

7 1 M Strust Dia 30cm

Bahan 1.000 M Boring Strust 350,000.00 350,000.00 350,000.00

0.07065 M3 Beton K225 1,250,267.50 88,331.40 88,331.40

35.95839 Kg Besi 25,781.00 927,043.25 927,043.25

Upah 0.105 Pekerja 80,000.00 8,400.00 8,400.00

0.195 Tukang Kayu 100,000.00 19,500.00 19,500.000.045 Kep. Tukang 115,000.00 5,175.00 5,175.00

0.005 Mandor 135,000.00 607.50 607.50

1,365,374.65 33,682.50 1,399,057.15

8 1 M2 Batu bata 1 Pc : 2 Ps

Bahan 70.000 bh Batu bata 1,300.00 91,000.00 91,000.00

0.046 m3 Pasir Pasang 180,000.00 8,280.00 8,280.00

0.351 Zak semen @ 50 Kg 75,000.00 26,343.75 26,343.75

Upah 0.370 Pekerja 80,000.00 29,600.00 29,600.00

0.158 Tukang Batu 100,000.00 15,800.00 15,800.00

0.016 Kep. Tukang 115,000.00 1,886.00 1,886.00

0.019 Mandor 135,000.00 2,524.50 2,524.50

125,623.75 49,810.50 175,434.25

9 1 M2 Pas. Batu bata 1 Pc : 4 PsBahan 70.000 bh Batu bata 1,300.00 91,000.00 91,000.00

0.050 m3 Pasir Pasang 180,000.00 9,000.00 9,000.00

0.238 Zak semen @ 50 Kg 75,000.00 17,812.50 17,812.50

Upah 0.320 Pekerja 80,000.00 25,600.00 25,600.00

0.100 Tukang Batu 100,000.00 10,000.00 10,000.00

0.010 Kep. Tukang 115,000.00 1,150.00 1,150.00

0.015 Mandor 135,000.00 2,025.00 2,025.00

117,812.50 38,775.00 156,587.50

10 1 M2 Plasteran 1 Pc : 2 Ps

Bahan 0.017 m3 Pasir Pasang 180,000.00 3,060.00 3,060.00

0.213 Zak semen @ 50 Kg 75,000.00 15,975.00 15,975.00

Upah 0.200 Pekerja 80,000.00 16,000.00 16,000.00

0.150 Tukang Batu 100,000.00 15,000.00 15,000.00

0.015 Kep. Tukang 115,000.00 1,725.00 1,725.000.010 Mandor 135,000.00 1,350.00 1,350.00

19,035.00 34,075.00 53,110.00

11 1 M2 Plasteran 1 Pc : 4 Ps


0.130 Zak semen @ 50 Kg 75,000.00 9,750.00 9,750.00

Upah 0.200 Pekerja 80,000.00 16,000.00 16,000.00

0.150 Tukang Batu 100,000.00 15,000.00 15,000.00

0.015 Kep. Tukang 115,000.00 1,725.00 1,725.00

0.010 Mandor 135,000.00 1,350.00 1,350.00

13,350.00 34,075.00 47,425.00

12 1 M3 lantai rabat 1 : 3 : 5


0.870 m3 Kerikil Cor 550,000.00 478,500.00 478,500.004.360 Zak semen @ 50 Kg 75,000.00 327,000.00 327,000.00

Upah 1.650 Pekerja 80,000.00 132,000.00 132,000.00

0.250 Tukang Batu 100,000.00 25,000.00 25,000.00

0.025 Kep. Tukang 115,000.00 2,875.00 2,875.00

0.080 Mandor 135,000.00 10,800.00 10,800.00

899,100.00 170,675.00 1,069,775.00

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8/21


Uraian Pekerjaan

13 1 m3 Cor beton adukan 1:2:3 K175

Bahan 0.520 m3 Pasir Cor 180,000.00 93,600.00 93,600.00

0.780 m3 Kerikil Cor 550,000.00 429,000.00 429,000.00

7.050 Zak semen @ 50 Kg 75,000.00 528,750.00 528,750.00

Upah 0.410 Pekerja 80,000.00 32,800.00 32,800.00

0.700 Tukang Batu 100,000.00 70,000.00 70,000.00

0.070 Kep. Tukang 115,000.00 8,050.00 8,050.000.021 Mandor 135,000.00 2,767.50 2,767.50

1,051,350.00 113,617.50 1,164,967.50

14 1 m3 Cor beton adukan 1:2:3 K225

Bahan 0.580 m3 Pasir Cor 180,000.00 104,400.00 104,400.00

0.820 m3 Kerikil Cor 550,000.00 451,000.00 451,000.00

7.750 Zak semen @ 50 Kg 75,000.00 581,250.00 581,250.00

Upah 0.410 Pekerja 80,000.00 32,800.00 32,800.00

0.700 Tukang Batu 100,000.00 70,000.00 70,000.00

0.070 Kep. Tukang 115,000.00 8,050.00 8,050.00

0.021 Mandor 135,000.00 2,767.50 2,767.50

1,136,650.00 113,617.50 1,250,267.50

15 1 kg Pembesian dengan besi polos U24

Bahan 1.100 kg Besi 21,000.00 23,100.00 23,100.000.020 kg Kawat 25,000.00 500.00 500.00

Upah 0.007 Pekerja 80,000.00 560.00 560.00

0.015 Tukang 100,000.00 1,500.00 1,500.00

0.001 Kep. Tukang 115,000.00 80.50 80.50

0.000 Mandor 135,000.00 40.50 40.50

23,600.00 2,181.00 25,781.00

16 1 m2 Begisting untuk Pondasi

Bahan 0.025 m3 papan 2/20 meranti 3,000,000.00 75,000.00 75,000.00

0.017 m3 balok 5/7 meranti 2,750,000.00 45,833.33 45,833.33

0.300 kg Paku 20,000.00 6,000.00 6,000.00

0.350 ltr Minyak Oli bekas/Solar 5,000.00 1,750.00 1,750.00

Upah 0.300 Pekerja 80,000.00 24,000.00 24,000.00

0.260 Tukang 100,000.00 26,000.00 26,000.00

0.026 Kep. Tukang 115,000.00 2,990.00 2,990.000.005 Mandor 135,000.00 675.00 675.00

128,583.33 53,665.00 182,248.33

17 1 m2 Begisting untuk Sloef


0.024 m3 balok 5/7 meranti 2,750,000.00 64,930.56 64,930.56

0.260 kg Paku 20,000.00 5,200.00 5,200.00


Upah 0.300 Pekerja 80,000.00 24,000.00 24,000.00

0.260 Tukang 100,000.00 26,000.00 26,000.00

0.026 Kep. Tukang 115,000.00 2,990.00 2,990.00

0.005 Mandor 135,000.00 675.00 675.00

146,880.56 53,665.00 200,545.56

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9/21


Uraian Pekerjaan

18 1 m2 Begisting untuk Kolom


0.300 kg Paku 20,000.00 6,000.00 6,000.00

0.038 m3 Balok 5/7 Meranti 2,750,000.00 105,034.72 105,034.72


Upah 0.300 Pekerja 80,000.00 24,000.00 24,000.00

0.320 Tukang 100,000.00 32,000.00 32,000.000.033 Kep. Tukang 115,000.00 3,795.00 3,795.00

0.003 Mandor 135,000.00 405.00 405.00

187,784.72 60,200.00 247,984.72

19 1 m2 Begisting untuk Plat Lantai

Bahan 0.056 m3 Balok 5/7 Meranti 2,750,000.00 152,777.78 152,777.78

0.300 kg Paku 20,000.00 6,000.00 6,000.00

0.350 lbr Plywood 9mm 145,000.00 50,750.00 50,750.00

0.100 ltr Minyak Oli bekas/Solar 5,000.00 500.00 500.00

Upah 0.200 Pekerja 80,000.00 16,000.00 16,000.00

0.320 Tukang 100,000.00 32,000.00 32,000.00

0.033 Kep. Tukang 115,000.00 3,795.00 3,795.00

0.003 Mandor 135,000.00 405.00 405.00

210,027.78 52,200.00 262,227.78

20 1 m2 Begisting untuk balok

Bahan 0.350 lbr Plywood 9mm 145,000.00 50,750.00 50,750.00

0.260 kg Paku 20,000.00 5,200.00 5,200.00

0.031 m3 Balok 5/7 Meranti 2,750,000.00 85,937.50 85,937.50

0.100 ltr Minyak Oli bekas/Solar 5,000.00 500.00 500.00

Upah 0.300 Pekerja 80,000.00 24,000.00 24,000.00

0.330 Tukang 100,000.00 33,000.00 33,000.00

0.033 Kep. Tukang 115,000.00 3,795.00 3,795.00

0.006 Mandor 135,000.00 810.00 810.00

142,387.50 61,605.00 203,992.50

21 1 m2 Begisting untuk Ring balk

Bahan 0.042 m3 Balok 5/7 Meranti 2,750,000.00 114,583.33 114,583.33

0.100 kg Paku 20,000.00 2,000.00 2,000.00

0.350 lbr Plywood 9mm 145,000.00 50,750.00 50,750.00Upah 0.200 Pekerja 80,000.00 16,000.00 16,000.00

0.400 Tukang 100,000.00 40,000.00 40,000.00

0.040 Kep. Tukang 115,000.00 4,600.00 4,600.00

0.004 Mandor 135,000.00 540.00 540.00

167,333.33 61,140.00 228,473.33

22 1 m3 Pek Poor plat Pondasi telapak 150 x 150 x 35

1.000 m3 Beton 1,250,267.50 1,250,267.50

249.382 Pembesian 25,781.00 6,429,316.74

2.667 Begisting 182,248.33 485,995.56

8,165,579.80

23 1 m3 Pek Sloef Beton 15 x 20

1.000 m3 Beton 1,250,267.50 1,250,267.50

274.395 Pembesian 25,781.00 7,074,166.1523.333 Begisting 200,545.56 4,679,396.30

13,003,829.95

9 - 21


10/21


Uraian Pekerjaan

24 1 m3 Pek Sloef Beton 20 x 30

1.000 m3 Beton 1,250,267.50 1,250,267.50

257.998 Pembesian 25,781.00 6,651,456.75

16.667 Begisting 200,545.56 3,342,425.93

11,244,150.18

25 1 m3 Pek Kolom Beton (K1) 40 x 401.000 m3 Beton 1,250,267.50 1,250,267.50

232.210 Pembesian 25,781.00 5,986,602.47

10.000 Begisting 247,984.72 2,479,847.22

9,716,717.19

26 1 m3 Pek Kolom Beton (K2) 40 x 40

1.000 m3 Beton 1,250,267.50 1,250,267.50

135.404 Pembesian 25,781.00 3,490,849.23

10.000 Begisting 247,984.72 2,479,847.22

7,220,963.96

28 1 m3 Pek Balok Beton (B1) 30 x 60

1.000 m3 Beton 1,250,267.50 1,250,267.50

265.835 Pembesian 25,781.00 6,853,486.98

8.333 Begisting 203,992.50 1,699,937.509,803,691.98

29 1 m3 Pek Balok Beton (B2) 30 x 40

1.000 m3 Beton 1,250,267.50 1,250,267.50

259.807 Pembesian 25,781.00 6,698,079.11

9.167 Begisting 203,992.50 1,869,931.25

9,818,277.86

30 1 m3 Pek Balok anak Beton 20 x 35

1.000 m3 Beton 1,250,267.50 1,250,267.50

326.804 Pembesian 25,781.00 8,425,326.56

12.857 Begisting 203,992.50 2,622,760.71

12,298,354.77

31 1 m3 Pek Plat Lantai Beton T = 12 cm

1.000 m3 Beton 1,250,267.50 1,250,267.50

166.147 Pembesian 25,781.00 4,283,429.36

8.333 Begisting 262,227.78 2,185,231.48

7,718,928.34

33 1 m3 Pek Kolom Beton Praktis 15 x 15

1.000 m3 Beton 1,250,267.50 1,250,267.50

266.196 Pembesian 25,781.00 6,862,811.45

26.667 Begisting 247,984.72 6,612,925.93

14,726,004.88

34 1 m3 Pek Ring Balk Beton 20 x 30

1.000 m3 Beton 1,250,267.50 1,250,267.50

151.664 Pembesian 25,781.00 3,910,061.96

16.667 Begisting 228,473.33 3,807,888.89

8,968,218.35

35 1 m3 Pek Plat Tangga Beton K225 (tul rangkap dia 12 -15)

1.000 m3 Beton 1,250,267.50 1,250,267.50

185.833 Pembesian 25,781.00 4,790,960.57

14.167 Begisting 262,227.78 3,714,893.52

9,756,121.59

10 - 21


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Uraian Pekerjaan

36 1 m3 Pek Plat Kanovi Beton T = 8 cm

1.000 m3 Beton 1,250,267.50 1,250,267.50

187.169 Pembesian 25,781.00 4,825,414.30

15.000 Begisting 262,227.78 3,933,416.67

10,009,098.47

36 1 m3 Pek Sloof 15 x 201.000 m3 Beton 1,250,267.50 1,250,267.50

209.292 Pembesian 25,781.00 5,395,761.18

18.333 Begisting 262,227.78 4,807,509.26

11,453,537.94

36 1 m3 Pek Kolom 20x20

1.000 m3 Beton 1,250,267.50 1,250,267.50

156.739 Pembesian 25,781.00 4,040,887.13

20.000 Begisting 262,227.78 5,244,555.56

10,535,710.18

37 1 m Pek. Kusen Pintu dan Jendela

Bahan 1.100 m Aluminium Hitam 145,000.00 159,500.00 159,500.00

12.000 Bh Sekrup 500.00 6,000.00 6,000.00

Upah 0.120 Pekerja 80,000.00 9,600.00 9,600.000.120 Tukang 100,000.00 12,000.00 12,000.00

0.010 Kep. Tukang 115,000.00 1,150.00 1,150.00

0.001 Mandor 135,000.00 135.00 135.00

165,500.00 22,885.00 188,385.00

39 1 bh Pintu Aluminum

Bahan 1.000 bh Pintu Aluminium 1,650,000.00 1,650,000.00 1,650,000.00

Upah 0.600 Pekerja 80,000.00 48,000.00 48,000.00

0.900 Tukang Kayu 100,000.00 90,000.00 90,000.00

0.250 Kep. Tukang 115,000.00 28,750.00 28,750.00

0.020 Mandor 135,000.00 2,700.00 2,700.00

1,650,000.00 169,450.00 1,819,450.00

39 1 bh Pintu panel tebal 3,5 cm (1 buah pintu) 90 x200

Bahan 1.000 bh Pintu Panel Bangkirai 1,650,000.00 1,650,000.00 1,650,000.00

Upah 0.450 Pekerja 135,000.00 60,750.00 60,750.00

0.850 Tukang Kayu 80,000.00 68,000.00 68,000.00

0.250 Kep. Tukang 100,000.00 25,000.00 25,000.00

0.020 Mandor 115,000.00 2,300.00 2,300.00

135,000.00 1,650,000.00 156,050.00 1,806,050.00

39 1 bh Pintu panel tebal 3,5 cm (1 buah pintu) 75 x200

Bahan 1.000 bh Pintu Panel Bangkirai 1,650,000.00 1,650,000.00 1,650,000.00

Upah 0.400 Pekerja 80,000.00 32,000.00 32,000.00

0.800 Tukang Kayu 100,000.00 80,000.00 80,000.00

0.200 Kep. Tukang 115,000.00 23,000.00 23,000.00

0.020 Mandor 135,000.00 2,700.00 2,700.00

1,650,000.00 137,700.00 1,787,700.00

11 - 21


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Uraian Pekerjaan

40 1 Bh Daun Jendela Kaca Polos 5mm ukuran 50 x 200

Bahan 1.000 bh Jendela Kaca 5 mm 550,000.00 550,000.00 550,000.00

Upah 0.400 Pekerja 80,000.00 32,000.00 32,000.00

0.800 Tukang Kayu 100,000.00 80,000.00 80,000.00

0.200 Kep Tukang 115,000.00 23,000.00 23,000.00

0.020 Mandor 135,000.00 2,700.00 2,700.00

550,000.00 137,700.00 687,700.00

41 1 m2 Rangka Plapon Besi Holo 2/4, 60 x 80 cm

Bahan 4.580 m Besi Holo 2/4 22,500.00 103,050.00 103,050.00

0.200 Bh Sekrup 20,000.00 4,000.00 4,000.00

Upah 0.150 Pekerja 80,000.00 12,000.00 12,000.00

0.250 Tukang kayu 100,000.00 25,000.00 25,000.00

0.025 Kep. Tukang 115,000.00 2,875.00 2,875.00

0.075 Mandor 135,000.00 10,125.00 10,125.00

107,050.00 50,000.00 157,050.00

42 1 m2 Pas Plapon Gipsum Board

Bahan 0.400 lbr Gipsum Board 135,000.00 54,000.00 54,000.00

0.050 kg Paku Gipsum 30,000.00 1,500.00 1,500.00

0.040 m Plaster kasa 27,000.00 1,080.00 1,080.00

Upah 0.070 Pekerja 80,000.00 5,632.80 5,632.800.100 Tukang kayu 100,000.00 10,000.00 10,000.00

0.010 Kep. Tukang 115,000.00 1,150.00 1,150.00

0.005 Mandor 135,000.00 675.00 675.00

56,580.00 17,457.80 74,037.80

1 m2 Pas Plapon Gipsum Board 4mm + Rangka 231,087.80

43 1 m1 Pas list Plapon

Bahan 1.100 List Gipsum 35,000.00 38,500.00 38,500.00

Upah 0.021 Pekerja 80,000.00 1,680.00 1,680.00

0.120 Tukang kayu 100,000.00 12,000.00 12,000.00

0.002 Kep. Tukang 115,000.00 230.00 230.00

0.001 Mandor 135,000.00 135.00 135.00

38,500.00 14,045.00 52,545.00

44 1 m List PlankBahan 2.100 m Papan Bengkirai 2/20 65,000.00 136,500.00 136,500.00

0.010 kg Paku 20,000.00 200.00 200.00

Upah 0.200 Pekerja 80,000.00 16,000.00 16,000.00

0.100 Tukang Kayu 100,000.00 10,000.00 10,000.00

0.010 Kep Tukang 115,000.00 1,150.00 1,150.00

0.001 Mandor 135,000.00 135.00 135.00

136,700.00 27,285.00 163,985.00

45 1 M Pas. Bubungan

Bahan 3.000 Lbr Bubungan 65,000.00 195,000.00 195,000.00

0.010 kg Paku 20,000.00 200.00 200.00

Upah 0.100 Pekerja 80,000.00 8,000.00 8,000.00

0.100 Tukang Kayu 100,000.00 10,000.00 10,000.00

0.010 Kep Tukang 115,000.00 1,150.00 1,150.00

0.001 Mandor 135,000.00 135.00 135.00195,200.00 19,285.00 214,485.00

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Uraian Pekerjaan

46 1 m2 Atap Genteng Metal

Bahan 1.640 atap Metal Sakura lang 75,000.00 123,000.00 123,000.00

0.200 sekrup atap metal 30,000.00 6,000.00 6,000.00

Upah 0.200 pekerja 80,000.00 16,000.00 16,000.00

0.100 tukang kayu 100,000.00 10,000.00 10,000.00

0.010 kep tukang 115,000.00 1,150.00 1,150.00

0.001 mandor 135,000.00 135.00 135.00129,000.00 27,285.00 156,285.00

47 Memasang 1 bh Closet Jongkok

Bahan 1.000 Bh Closet jongkok 350,000.00 350,000.00 350,000.00

0.070 m3 Pasir pasang 180,000.00 12,600.00 12,600.00

0.200 Zak Semen portland 75,000.00 15,000.00 15,000.00

Upah 1.120 pekerja 80,000.00 89,600.00 89,600.00

1.400 tukang kayu 100,000.00 140,000.00 140,000.00

0.210 kep tukang 115,000.00 24,150.00 24,150.00

0.160 mandor 135,000.00 21,600.00 21,600.00

377,600.00 275,350.00 652,950.00

47 Memasang 1 bh Closet Duduk

Bahan 1.000 Bh Closet Duduk + acc 2,650,000.00 2,650,000.00 2,650,000.00

0.070 m3 Pasir pasang 180,000.00 12,600.00 12,600.000.200 Zak Semen portland 75,000.00 15,000.00 15,000.00

Upah 1.120 pekerja 80,000.00 89,600.00 89,600.00

1.400 tukang kayu 100,000.00 140,000.00 140,000.00

0.210 kep tukang 115,000.00 24,150.00 24,150.00

0.160 mandor 135,000.00 21,600.00 21,600.00

2,677,600.00 275,350.00 2,952,950.00

48 Memasang 1 bh bak mandi Fiberglass

Bahan 1.000 Bh Bak Fiber 50x50x70 325,000.00 325,000.00 325,000.00

0.180 Perlenkapan x harga bak fiberglass 58,500.00 10,530.00 10,530.00

Upah 1.400 pekerja 80,000.00 112,000.00 112,000.00

1.600 tukang kayu 100,000.00 160,000.00 160,000.00

0.340 kep tukang 115,000.00 39,100.00 39,100.000.110 mandor 135,000.00 14,850.00 14,850.00

335,530.00 325,950.00 661,480.00

49 Memasang 1 bh bak mandi Pas. Batu Bata

Bahan 90.000 bh batu bata 1,300.00 117,000.00 117,000.00

2.250 Zak Semen portland 75,000.00 168,750.00 168,750.00

0.300 m3 Pasir pasang 180,000.00 54,000.00 54,000.00

Upah 2.500 pekerja 80,000.00 200,000.00 200,000.00

2.000 tukang kayu 100,000.00 200,000.00 200,000.00

0.200 kep tukang 115,000.00 23,000.00 23,000.00

0.200 mandor 135,000.00 27,000.00 27,000.00

339,750.00 450,000.00 789,750.00

50 Memasang 1 bh Kunci pintu biasa

Bahan 1.000 bh Kunci cavel setara 130,000.00 130,000.00 130,000.00Upah 0.010 pekerja 80,000.00 800.00 800.00

0.500 tukang kayu 100,000.00 50,000.00 50,000.00

0.010 kep tukang 115,000.00 1,150.00 1,150.00

0.005 mandor 135,000.00 675.00 675.00

130,000.00 52,625.00 182,625.00

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Uraian Pekerjaan

51 Memasang 1 bh Kunci pintu tanam pintu Double

Bahan 1.000 bh Kunci pintu tanam 120,000.00 120,000.00 120,000.00

Upah 0.010 pekerja 80,000.00 800.00 800.00

0.500 tukang kayu 100,000.00 50,000.00 50,000.00

0.010 kep tukang 115,000.00 1,150.00 1,150.00

0.005 mandor 135,000.00 675.00 675.00

120,000.00 52,625.00 172,625.00

52 Memasang 1 pas Handle Pintu

Bahan 1.000 bh Handle pintu 350,000.00 350,000.00 350,000.00

Upah 0.150 pekerja 80,000.00 12,000.00 12,000.00

0.150 tukang kayu 100,000.00 15,000.00 15,000.00

0.015 kep tukang 115,000.00 1,725.00 1,725.00

0.008 mandor 135,000.00 1,012.50 1,012.50

350,000.00 29,737.50 379,737.50

53 Memasang 1 bh Engsel pintu

Bahan 1.000 bh Engsel Pintu 4" 25,000.00 25,000.00 25,000.00

Upah 0.015 pekerja 80,000.00 1,200.00 1,200.00

0.150 tukang kayu 100,000.00 15,000.00 15,000.00

0.015 kep tukang 115,000.00 1,725.00 1,725.00

0.001 mandor 135,000.00 101.25 101.2525,000.00 18,026.25 43,026.25

54 Memasang 1 bh Engsel Jendela

Bahan 1.000 bh Engsel Jendela 3" 22,500.00 22,500.00 22,500.00

Upah 0.010 pekerja 80,000.00 800.00 800.00

0.100 tukang kayu 100,000.00 10,000.00 10,000.00

0.010 kep tukang 115,000.00 1,150.00 1,150.00

0.001 mandor 135,000.00 67.50 67.50

22,500.00 12,017.50 34,517.50

55 Memasang 1 bh Hak angin

Bahan 1.000 bh Kait angin 20,000.00 20,000.00 20,000.00

Upah 0.015 pekerja 80,000.00 1,200.00 1,200.00

0.150 tukang kayu 100,000.00 15,000.00 15,000.00

0.015 kep tukang 115,000.00 1,725.00 1,725.00

0.001 mandor 135,000.00 101.25 101.2520,000.00 18,026.25 38,026.25

56 Memasang 1 bh Grendel Tanam Untuk Pintu

Bahan 1.000 bh Grendel tanam untuk pintu 45,000.00 45,000.00 45,000.00

Upah 0.020 pekerja 80,000.00 1,600.00 1,600.00

0.200 tukang kayu 100,000.00 20,000.00 20,000.00

0.020 kep tukang 115,000.00 2,300.00 2,300.00

0.001 mandor 135,000.00 135.00 135.00

45,000.00 24,035.00 69,035.00

57 Memasang 1 bh Grendel Jendela

Bahan 1.000 bh Grendel Jendela 20,000.00 20,000.00 20,000.00

Upah 0.020 pekerja 80,000.00 1,600.00 1,600.00

0.200 tukang kayu 100,000.00 20,000.00 20,000.00

0.020 kep tukang 115,000.00 2,300.00 2,300.00

0.001 mandor 135,000.00 135.00 135.00

20,000.00 24,035.00 44,035.00

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Uraian Pekerjaan

58 Memasang 1 bh tarikan jendela

Bahan 1.000 bh Tarikan 20,000.00 20,000.00 20,000.00

Upah 0.050 pekerja 80,000.00 4,000.00 4,000.00

0.200 tukang kayu 100,000.00 20,000.00 20,000.00

0.020 kep tukang 115,000.00 2,300.00 2,300.00

0.002 mandor 135,000.00 270.00 270.00

20,000.00 26,570.00 46,570.00

59 1 M2 Memasang Kaca tebal 5mm

Bahan 1.000 m2 Kaca polos 5mm 165,000.00 165,000.00 165,000.00

Upah 1.000 btg Les kayu 3x1 25,000.00 25,000.00 25,000.00

0.015 pekerja 80,000.00 1,200.00 1,200.00

0.150 tukang kayu 100,000.00 15,000.00 15,000.00

0.015 kep tukang 115,000.00 1,725.00 1,725.00

0.001 mandor 135,000.00 101.25 101.25

190,000.00 18,026.25 208,026.25

60 1 m2 Politur 3 x cat

Bahan 0.150 lt Politure 37,000.00 5,550.00 5,550.00

0.372 ltr Politure jadi 37,000.00 13,764.00 13,764.00

0.150 kg Dempul kayu 28,000.00 4,200.00 4,200.00

0.010 bh Kuas 6,000.00 60.00 60.002.000 lb kertas gosok 5,000.00 10,000.00 10,000.00

Upah 0.016 pekerja 80,000.00 1,280.00 1,280.00

0.060 tukang cat 100,000.00 6,000.00 6,000.00

0.016 kep tukang cat 115,000.00 1,840.00 1,840.00

0.003 mandor 135,000.00 337.50 337.50

33,574.00 9,457.50 43,031.50

61 1 m2 Pengecatan dengan cat Air (1 lapis plamir), 1 x cat dasar, 3 x cat penutup

Bahan 0.520 Kg cat air "Paragon" 85,000.00 44,200.00 44,200.00

0.070 Kg. plumer 28,000.00 1,960.00 1,960.00

0.010 bh kuas rol 6,000.00 60.00 60.00

0.050 lbr kertas gosok 5,000.00 250.00 250.00

0.080 pekerja 80,000.00 6,400.00 6,400.00

Upah 0.120 tukang cat 100,000.00 12,000.00 12,000.00

0.012 kep tukang cat 115,000.00 1,380.00 1,380.000.008 mandor 135,000.00 1,080.00 1,080.00

46,470.00 20,860.00 67,330.00

62 1 m2 Pengecatan dengan cat Minyak (1 lapis plamir), 1 x cat dasar, 3 x cat penutup

Bahan 0.080 lt minyak cat 20,000.00 1,600.00 1,600.00

0.520 kg cat minyak 65,000.00 33,800.00 33,800.00

0.080 kg Dempul kayu 28,000.00 2,240.00 2,240.00

0.010 bh Kuas 6,000.00 60.00 60.00

0.100 lb kertas gosok 5,000.00 500.00 500.00

Upah 0.100 pekerja 80,000.00 8,000.00 8,000.00

0.130 tukang cat 100,000.00 13,000.00 13,000.00

0.013 kep tukang cat 115,000.00 1,495.00 1,495.00

0.012 mandor 135,000.00 1,620.00 1,620.00

38,200.00 24,115.00 62,315.00

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Uraian Pekerjaan

63 1m2 Pas lantai keramik 40/40

Bahan 1.100 dos keramik Asia tile 110,000.00 121,000.00 121,000.00

0.030 m3 pasir pasang 180,000.00 5,400.00 5,400.00

0.193 zak semen@50 kg 75,000.00 14,475.00 14,475.00

0.160 ls perekat Am 40cc 25kg 25,000.00 4,000.00 640.00

Upah 0.250 Pekerja 80,000.00 20,000.00 20,000.00

0.300 Tulkang batu 100,000.00 30,000.00 30,000.000.030 Kep. Tukang 115,000.00 3,450.00 3,450.00

0.025 Mandor 135,000.00 3,375.00 3,375.00

144,875.00 56,825.00 198,340.00

64 1m2 Pas lantai keramik Teras 40/40

Bahan 1.100 dos keramik Asia tile 125,000.00 137,500.00 137,500.00

0.030 m3 pasir pasang 180,000.00 5,400.00 5,400.00

0.193 zak semen@50 kg 75,000.00 14,475.00 14,475.00


Upah 0.250 Pekerja 80,000.00 20,000.00 20,000.00

0.300 Tulkang batu 100,000.00 30,000.00 30,000.00

0.030 Kep. Tukang 115,000.00 3,450.00 3,450.00

0.025 Mandor 135,000.00 3,375.00 3,375.00

162,250.00 56,825.00 215,150.63

65 1m2 Pas dinding keramik KM/WC 20/25

Bahan 1.100 dos keramik dinding asia tile 89,000.00 97,900.00 97,900.00

0.010 m3 pasir pasang 180,000.00 1,800.00 1,800.00

0.254 zak semen@50 kg 75,000.00 19,050.00 19,050.00


Upah 0.250 Pekerja 80,000.00 20,000.00 20,000.00

0.380 Tulkang batu 100,000.00 38,000.00 38,000.00

0.045 Kep. Tukang 115,000.00 5,175.00 5,175.00

0.040 Mandor 135,000.00 5,400.00 5,400.00

122,750.00 68,575.00 187,965.00

66 1m2 Pas Lantai keramik KM/WC 20/20

Bahan 1.100 dos keramik lantai asia tile 92,000.00 101,200.00 101,200.00

0.025 m3 pasir pasang 180,000.00 4,500.00 4,500.00

0.219 zak semen@50 kg 75,000.00 16,425.00 16,425.000.210 ls perekat Am 40cc 25kg 25,000.00 5,250.00 1,102.50

Upah 0.250 Pekerja 80,000.00 20,000.00 20,000.00

0.340 Tulkang batu 100,000.00 34,000.00 34,000.00

0.040 Kep. Tukang 115,000.00 4,600.00 4,600.00

0.030 Mandor 135,000.00 4,050.00 4,050.00

127,375.00 62,650.00 185,877.50

23

Bahan 40.000 bh Paving bock t = 6cm 4,500.00 180,000.00 180,000.00

0.040 m3 Pasir nat 180,000.00 7,200.00 7,200.00

Upah 0.120 Pekerja 80,000.00 9,600.00 9,600.00

0.150 Tukang 100,000.00 15,000.00 15,000.00

0.050 Kep. Tukang 115,000.00 5,750.00 5,750.00

0.025 Mandor 135,000.00 3,375.00 3,375.00

187,200.00 33,725.00 220,925.00

1 M2 Pasang Paving block t=6cm

16 - 21


17/21




TAHUN : 2013

NO SATUANHARGA SATUAN/

HARI

Daftar Upah dan Alat

1 Pekerja Orang/hr 80,000.00

2 Tukang batu Orang/hr 100,000.00

3 Tukang kayu Orang/hr 100,000.00

4 Tukang besi Orang/hr 100,000.00

5 Tukang cat Orang/hr 100,000.00

6 Tukang listrik Orang/hr 100,000.00

7 Kepala tukang Orang/hr 115,000.00

8 Mandor Orang/hr 135,000.00

Daftar H arga Bahan DasarBahan Batu dan Tanah

1 Pasir urug m3 90,000.00

2 Tanah urug m3 75,000.00

3 Pasir pasang m3 180,000.00

4 Batu gunung m3 450,000.00

5 Batu kerikil cor ex palu m3 550,000.00

7 Semen Portland (50kg) zak 75,000.00

8 Semen putih zak 165,000.00

9 Batu bata bh 1,300.00

Bahan Pelapis Lantai

1 Keramik lantai ruang 40/40 m2 110,000.00

2 Keramik lantai teras 40/40 m2 125,000.00

3 Keramik dinding 20/25 m2 89,000.00

4 Keramik lantai KM 20/20 m2 92,000.00

5 Nat Perekat keramik Am 25 ls 25,000.00

6 Batu Alam + Pas m2 325,000.00

Bahan Besi dan Paku

1 Besi beton kg 21,000.00

2 Kawat beton kg 25,000.00

3 Tulangan BRC M6 M2 180,000.00

4 Railing Tangga Pipa Galvanis 3" M 750,000.005 Paku biasa kg 20,000.00

6 Paku GRC Board kg 30,000.00

7 Paku Atap metal kg 30,000.00

8 Paku Ulin kg 30,000.00

9 Sekrup Bh 500.00

10 Besi Holow 2x4 M 22,500.00

11 Aluminium Hitam untuk Kusen M 145,000.00

DAFTAR HARGA SATUAN UPAH DAN BAHAN

URAIAN

17 - 21


18/21


HARIURAIAN

Bahan Kayu dan Plywood

1 Papan meranti 2/20 x 400 m3 3,000,000.00

2 Kayu meranti 5/7 x 400 m3 2,750,000.00

3 Kayu ulin 10 x 10 x 400 m3 5,000,000.00

4 Papan list Plnk Bangkirai m 65,000.00

5 Les Kayu 3 x 1 cm untuk kaca m 25,000.006 List Plafond Gipsum M 35,000.00

7 Plywood 9mm lbr 145,000.00

8 Gipsum Board lbr 135,000.00

Bahan Atap

1 Atap genteng metal bh 75,000.00

2 Bubungan Genteng Metal Bh 65,000.00

Bahan Kunci dan Penggantung

1 Pintu Aluminium bh 1,650,000.00

2 Daun Jendela kaca polos 5 mm Bh 550,000.00

3 Kunci pintu Cavel atau setara bh 130,000.004 Kunci pintu tanam bh 120,000.00

5 Hak angin bh 20,000.00

6 Grandel tanam untuk pintu bh 45,000.00

7 Grandel jendela bh 20,000.00

8 Tarikan jendela bh 20,000.00

9 Engsel 4" bh 25,000.00

10 Engsel 3" bh 22,500.00

11 Handle Pintu Double Pas 350,000.00

Bahan Cat-catan

1 Cat Air Kg 85,000.00

2 Plamer dinding Kg 35,000.003 Cat Minyak Ltr 65,000.00

4 Minyak Thinner A Ltr 20,000.00

5 Dempul kayu/Plumer Gln 28,000.00

6 Politure Ltr 37,000.00

7 Kuas Bh 6,000.00

8 Kuas Roll Bh 20,000.00

9 Cat Meni Gln 29,000.00

10 Kertas gosok lbr 5,000.00

Bahan Sanitasi dan Pipa

1 Kloset jongkok Bh 350,000.00

2 Kloset duduk Bh 2,650,000.003 Wastafel Komplete + pas Bh 2,500,000.00

4 Saringan Lantai 3" steel plate Bh 75,000.00

5 Saringan bak air KM 3/4" Bh 30,000.00

6 PVC D 4" m1/psg 63,750.00

7 PVC D 3" m1/psg 48,000.00

8 PVC D 11/2" m1/psg 27,000.00

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HARIURAIAN

9 PVC AW 3/4" m1/psg 9,500.00

10 PVC AW 1/2" m1/psg 8,125.00

11 Pipa Galvanis (Galvanis steel pipe - GSP) btg 373,000.00

12 Stop kran 1/2" Bh 35,000.00

13 Bak air Fiber 50x50x70 Bh 325,000.00

14 Saringan Lantai (Floor drain steel plate) Bh 75,000.00

Bahan Elektri kal

1 ttk 425,000.00

2 ttk 375,000.00

3 Stop kontak menggunakan kabel tunggal 3x1,5 NYM ttk 200,000.00

4 MCB 10 A Merlin Gerin ttk 350,000.00

5 Box Panel Bh 350,000.00

6 Grounding dia 2,0 - l = 4m Bh 250,000.00

Bahan Lainnya1 Kaca polos/bening 5 mm M2 165,000.00

2 Sealand Btl 25,000.00

3 Plaster kasa Rol 27,000.00

4 Oli Bekas / solar ltr 5,000.00

5 Pipa Sambung 25 cm Bh 25,000.00

6 Lot Alat Pemadat /M3 8,000.00

Titik Lampu menggunakan kabel tunggal 2 x 2 NYM TL 2 X

20 Watt

Titik Lampu menggunakan kabel tunggal 2 x 2 NYM SL 2 X

20 Watt

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PROGRAM

Peningkatan Sarana dan Prasarana Aparatur

KEGIATAN

Kecamatan Tenggarong Kab. Kutai Kartanegara

TAHUN

2013

ESTIMATE ENGINEER

EE

Pembangunan Gedung Kantor di Jalan A. P. Pranoto

LOKASI


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harga tenggarong.xlsx

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