Eestimate Engineer Wuyukwi 2014

Jumlah

( Rp )

1 2 3

1 Pekerjaan Pendahuluan 76,000,000

2 Pekerjaan Konstruksi Tiang JTR 1,195,376,564

3 Pekerjaan Pemasangan Jaringan SR (Sambungan Rumah) 1,085,179,825

4 Finishing 38,192,382

2,394,748,772

239,474,877

2,634,223,649

2,634,223,000

Terbilang :

Mulia, …………………..2014

R E K A P I T U L A S I

UraianNo

PPN 10 %

TOTAL

Dibulatkan

Pengadaan dan Pemasangan Jaringan

PLTMH Muliambut Distrik Mulia

Kabupaten Puncak Jaya

2,634,872,000.00

Kegiatan : DAK Energi Pedesaan

Pekerjaan : Pengadaan dan Pemasangan Jaringan PLTMH Wuyukwi

Lokasi : Wuyukwi Distrik Mulia

TA. : 2014

PEKERJAAN PENDAHULUAN

MATERIAL JASA MATERIAL

1 3 4 5 6 7 = 4 X 5

A Pembersihan Trace kms 3.5 3,500,000

B Sewa Gudang m2 24 1,500,000

C Pembuatan Direksi Keet ls 1 25,000,000 2,750,000 25,000,000

25,000,000

PEKERJAAN KONSTRUKSI TIANG JTRKonstruksi Tiang R-12 (Jalur Belok/large angle assembly)


1 3 4 5 6 7 = 4 X 5

A

1 btg 1.00 12,550,000.00 1,587,575.00 12,550,000.00

2 Galian tanah pondasi tiang m3 0.44 - 160,187.50 -

3 Urugan batu kali m3 0.32 726,000.00 34,815.00 230,051.25

4 Pas. Bekesting pondasi tiang m2 0.46 266,475.00 78,237.50 121,512.60

5 Pek. Cor Pondasi Tiang m3 0.15 19,145,808.00 461,175.00 2,895,803.46

6 Angker besi beton dia 12 mm kg 4.90 82,005.00 2,017.95 401,894.14

7 Pengelasan angker besi tiang 1.00 32,815.20 39,231.50 32,815.20

8 Treck Schoor (S1.A) :

- Galvanis steel wire 1/4" mtr 10.00 36,152 3,977 361,518.83

- Klem kabel type U bh 4.00 28,750 3,163 115,000.00

- Klem beugels set 1.00 20,606 2,267 20,605.94

- Spancroef 5/8" bh 1.00 44,045 4,845 44,045.00

- Angker besi beton dia 12 mm+klem kg 1.16 82,005 2,018 95,158.63

- Blok beton 40x40x60 cm m3 0.10 19,145,808 461,175 1,837,997.57

B Material Pelengkap

1 Tension bracket (Penarik) buah 1.00 92,219 5,533 92,218.50

2 Strain Wedge Clamp (Klem jepit kabel) set 2.00 97,989 5,879 195,978.40

3 Stainless steel strip 20 x 0,7 mm2 buah 2.00 124,837 1,035 249,674.20

4 Stoping buckle Stainless still buah 2.00 10,350 621 20,700.00

5 Plastic strap (pengikat TC) buah 3.00 4,025 242 12,075.00

A

1 btg 3.00 7,500,400 948,801 22,501,200

2 Galian tanah pondasi tiang m3 0.92 - 160,188 -

VOLHARGA SATUAN (Rp) JUMLAH (Rp)

NO STN

RENCANA ANGGARAN BIAYA (RAB)

Material Distribusi Utama (MDU)

Tiang Besi 9 mtr, 100 dAN


MATERIAL

2


JUMLAH (Rp)NO MATERIAL STN VOL

HARGA SATUAN (Rp)

2

Total

3 Urugan batu kali m3 0.58 726,000 34,815 418,611.60

4 Pas. Bekesting pondasi tiang m2 1.30 266,475 78,238 345,351.60

5 Pek. Cor Pondasi Tiang m3 0.41 19,145,808 461,175 7,765,539.72

6 Angker besi beton dia 12 mm kg 14.06 82,005 2,018 1,153,261.44

7 Pengelasan angker besi tiang 3.00 32,815 39,232 98,445.60




- Klem beugels set 3.00 20,606 2,267 61,817.82

- Spancroef 5/8" bh 3.00 44,045 4,845 132,135.00


- Blok beton 40x40x60 cm m3 0.29 19,145,808 461,175 5,513,992.70

B

1 buah 3.00 92,219 5,533 276,656

2 set 6.00 97,989 5,879 587,935

3 buah 6.00 17,250 1,035 103,500

4 buah 6.00 10,350 621 62,100

5 buah 9.00 4,025 242 36,225

59,723,485

Konstruksi Tiang R-11 (Jalur akhir/adjust dead and assembly)


1 3 4 5 6 7 = 4 X 5

A

1 btg 3.00 12,550,000 1,587,575 37,650,000










- Klem beugels set 3.00 20,606 2,267 61,817.82

- Spancroef 5/8" bh 3.00 44,045 4,845 132,135.00


- Blok beton 40x40x60 cm m3 0.29 19,145,808 461,175 5,513,992.70


1 pcs 3.00 92,219 5,533 276,655.50

2 mtr 6.00 17,250 1,035 103,500.00

3 pcs 6.00 10,350 621 62,100.00

Stoping buckle Stainless still

Plastic strap (pengikat TC)

Sub Total

NO STN VOLHARGA SATUAN (Rp) JUMLAH (Rp)

Material Pelengkap

Tension bracket (Penarik)

Strain Wedge Clamp (Klem jepit kabel)

Stainless steel strip 20 x 0,7 mm2





MATERIAL

2


4 pc 3.00 178,250 10,695 534,750.00

5 pcs 9.00 4,025 242 36,225.00

6 Grounding (arde)

- Kawat BC 50 mm² mtr 6.00 161,000 17,710 966,000.00

- Pipa PVC 1" untuk arde bh 3.00 36,507 4,016 109,520.25

- Bimetalik conector bh 3.00 124,837 7,490 374,511.30

- Cable schoen 50 mm² CU bh 8.00 15,000 1,650 120,000.00

- Mur Baut 3/8 x 1,5" bh 9.00 15,450 1,700 139,050

- Stainles steel strip bh 9.00 17,250 1,035 155,250.00

- Stoping buckle bh 9.00 10,350 621 93,150.00

A

1 btg 7.00 7,500,400 948,801 52,502,800.00








- Galvanis steel wire 1/4" mtr 49.00 36,152 3,977 1,771,442.27


- Klem beugels set 7.00 20,606 2,267 144,241.59

- Spancroef 5/8" bh 7.00 44,045 4,845 308,315.00


- Blok beton 40x40x60 cm m3 0.67 19,145,808 461,175 12,865,982.98


1 pcs 7.00 92,219 5,533 645,529.50

2 mtr 14.00 17,250 1,035 241,500.00

3 pcs 14.00 10,350 621 144,900.00

4 pc 7.00 178,250 10,695 1,247,750.00

5 pcs 21.00 4,025 242 84,525.00

6 Grounding (arde)

- Kawat BC 50 mm² mtr 14.00 161,000 17,710 2,254,000.00

- Pipa PVC 1" untuk arde set 7.00 36,507 4,016 255,547.25

- Bimetalik conector bh 7.00 124,837 7,490 873,859.70

- Cable schoen 50 mm² CU bh 7.00 15,000 1,650 105,000.00

- Mur Baut 3/8 x 1,5" bh 21.00 15,450 1,700 324,450.00

- Stainles steel strip bh 21.00 17,250 1,035 362,250.00

- Stoping buckle bh 21.00 10,350 621 217,350.00

157,429,845

Konstruksi Tiang R-13 (Jalur lurus/suspension assembly)


Suspension Clamp with Chain Link


JUMLAH (Rp)

Sub Total

STN VOL



NOHARGA SATUAN (Rp)



MATERIAL




1 3 4 5 6 7 = 4 X 5

A

1 btg 24.00 12,550,000 1,587,575 301,200,000


3 Urugan batu kali m3 7.61 726,000 34,815 5,521,230.00

4 Pas. Bekesting pondasi tiang m2 10.94 266,475 78,238 2,916,302.40





1 pcs 24.00 92,219 5,533 2,213,244.00

2 mtr 48.00 17,250 1,035 828,000.00

3 pcs 48.00 10,350 621 496,800.00

4 pc 24.00 178,250 10,695 4,278,000.00

5 pcs 72.00 4,025 242 289,800.00

A

1 btg 42.00 7,500,400 948,801 315,016,800.00


3 Urugan batu kali m3 8.07 726,000 34,815 5,860,562.40

4 Pas. Bekesting pondasi tiang m2 18.14 266,475 78,238 4,834,922.40



7 Pengelasan angker besi tiang 42.00 32,815 39,232 1,378,238.40


1 pcs 42.00 92,219 5,533 3,873,177.00

2 mtr 84.00 17,250 1,035 1,449,000.00

3 pcs 84.00 10,350 621 869,400.00

4 pc 42.00 178,250 10,695 7,486,500.00

5 pcs 126.00 4,025 242 507,150.00

863,814,650

1,080,967,980

PEKERJAAN PEMASANGAN JARINGAN SR (SAMBUNGAN RUMAH)


1 3 4 5 6 7 = 4 X 5

A

1 mtr 3,500.00 122,493 - 428,726,900

2 Penyamb. Kabel Twisted 3x35 mm2 + 1x25 mm2 kms 3.50 - 45,500,000 -

B JARINGAN SR

1 Penyambungan Jaringan SR

mtr 25.00 49,020 - 1,225,498 - Kabel Twisted 2 x 10 mm2

Sub Total

NO STN VOLHARGA SATUAN (Rp) JUMLAH (Rp)

Suspension bracket (Penggantung)


JARINGAN JTR

Pengadaan Kabel Twisted, 3x35 +1x25 mm2

MATERIAL

2



2








Suspension bracket (Penggantung)



Total

bh 1.00 17,250 - 17,250

bh 2.00 124,837 - 249,674

- MCB 2 ampere + box MCB set 1.00 180,290 - 180,290

bh 4.00 4,025 - 16,100

rmh 1.00 - 300,000 -

1 buah Rumah 1,688,812

250 buah Rumah 422,202,925

850,929,825

PEKERJAAN AKHIR


1 3 4 5 6 7 = 4 X 5

1 Pengecatan Tiang dengan cat meni + cat hitam m2 229.03 19,332 38,115 4,427,587

2 Pengecatan Tiang dengan cat meni + cat hitam m2 58.15 57,849 38,115 3,364,103

3 Pengecatan Tiang dengan cat aluminium m2 170.88 61,105 38,115 10,441,613

4 Dokumentasi/Foto ls 1.00 2,500,000

18,233,303

1,099,201,283

109,920,128

1,209,121,412

- Klem Tarik

- Penyambungan SR

Total

- Tap Connector 35-070/35-70 mm2

- Plastic strap (pengikat TC)

STN VOLHARGA SATUAN (Rp) JUMLAH (Rp)

2

Total

NO MATERIAL

31.416.1

50.7

18.8

8.2

5.5

130.7

JASA

8 = 4 X 6 9 = 7 + 8

12,250,000 12,250,000

36,000,000 36,000,000

2,750,000 27,750,000

51,000,000 76,000,000

JASA

8 = 4 X 6 9 = 7 + 8

1,587,575.00 14,137,575.00

71,063.18 71,063.18

11,032.00 241,083.25

35,676.30 157,188.90

69,752.72 2,965,556.18

9,889.67 411,783.81 3,019,862.72

39,231.50 72,046.70

39,767.07 401,285.90 31,436.42

12,650.00 127,650.00

2,266.65 22,872.60

4,844.95 48,889.95

2,341.63 97,500.26

44,272.80 1,882,270.37

5,533.11 97,751.61

11,758.70 207,737.10

2,070.00 251,744.20

1,242.00 21,942.00

724.50 12,799.50 21,228,740.51

2,846,402 25,347,602 20

147,782.58 147,782.58

JUMLAH (Rp)TOTAL

RENCANA ANGGARAN BIAYA (RAB)

JUMLAH (Rp)TOTAL

20,074.33 438,685.93

101,395.80 446,747.40

187,052.58 7,952,592.30

28,379.05 1,181,640.49

117,694.50 216,140.10

83,510.85 842,700.39

37,950.00 382,950.00

6,799.96 68,617.79

14,534.85 146,669.85

7,024.89 292,500.78 130.7

132,818.40 5,646,811.10

16,599 293,255

35,276 623,211 50 30

6,210 109,710 150 3,333.33

3,726 65,826

2,174 38,399

5,747,096 65,470,582

a=vr2

a=3,14.d2/4

JASA 0.785

8 = 4 X 6 9 = 7 + 8 a

31.6531625

4,762,725 42,412,725

213,189.54 213,189.54

33,096.01 723,249.76

107,028.90 471,566.70

209,258.16 8,896,668.54

29,669.01 1,235,351.42

117,694.50 216,140.10 11,756,166.06

3,918,722

83,510.85 842,700.39

37,950.00 382,950.00

6,799.96 68,617.79

14,534.85 146,669.85

7,024.89 292,500.78

132,818.40 5,646,811.10

16,599.33 293,254.83

6,210.00 109,710.00

3,726.00 65,826.00

JUMLAH (Rp)TOTAL

32,085.00 566,835.00

2,173.50 38,398.50

106,260.00 1,072,260.00

12,047.23 121,567.48

22,470.68 396,981.98

13,200.00 133,200.00

15,296 154,346 20

9,315.00 164,565.00

5,589.00 98,739.00 64,764,824

21,588,275

6,641,604.20 59,144,404.20

344,826.02 344,826.02

46,840.10 1,023,600.50

236,590.20 1,042,410.60

436,456.02 18,556,048.71

66,217.78 2,757,161.14

274,620.50 504,326.90 24,228,373.88

3,461,196

194,858.65 1,966,300.92

88,550.00 893,550.00

15,866.57 160,108.17

33,914.65 342,229.65

16,930.68 704,955.97

309,909.60 13,175,892.58

38,731.77 684,261.27

14,490.00 255,990.00

8,694.00 153,594.00

74,865.00 1,322,615.00

5,071.50 89,596.50

247,940.00 2,501,940.00

28,110.20 283,657.45

52,431.58 926,291.28

11,550.00 116,550.00

35,689.50 360,139.50

21,735.00 383,985.00

13,041.00 230,391.00

15,259,806 172,689,651

JASA

JUMLAH (Rp)TOTAL

8 = 4 X 6 9 = 7 + 8

38,101,800 339,301,800

1,705,516.31 1,705,516.31

264,768.08 5,785,998.08

856,231.20 3,772,533.60

1,674,065.25 71,173,348.29

237,352.05 9,882,811.37

941,556.00 1,729,120.80 94,049,328.45

3,918,722

132,794.64 2,346,038.64

49,680.00 877,680.00

29,808.00 526,608.00 WUYUKWI

256,680.00 4,534,680.00 TIANG R11 (bh) TIANG R12 (bh)

17,388.00 307,188.00 441,943,323 21,588,275 21,228,741

18,414,305 3 3

64,764,825 63,686,223

39,849,625.20 354,866,425.20 2,026,154,000

2,068,956.12 2,068,956.12

281,040.61 6,141,603.01 RSUD

1,419,541.20 6,254,463.60 TIANG R11 (bh) TIANG R12 (bh)

2,618,736.12 111,336,292.27 489,259,935 21,588,275 21,228,741

397,306.69 16,542,966.87 20,385,831 3 3

1,647,723.00 3,025,961.40 64,764,825 63,686,223

1,021,833,000

232,390.62 4,105,567.62

86,940.00 1,535,940.00

52,164.00 921,564.00

449,190.00 7,935,690.00

30,429.00 537,579.00

93,401,682 957,216,332

114,408,584 1,195,376,564

JASA

8 = 4 X 6 9 = 7 + 8

- 428,726,900

159,250,000 159,250,000 587,976,900

167,993.40

- 1,225,498 6,250 306,374,375

TOTALJUMLAH (Rp)

17,250

- 249,674

- 180,290

- 16,100

300,000 300,000

300,000 1,988,812

75,000,000 497,202,925

234,250,000 1,085,179,825

JASA

8 = 4 X 6 9 = 7 + 8

8,729,539 13,157,127 keliling 7 m 0.314

2,216,494 5,580,597

6,513,045 16,954,658 keliling 9 m 0.4553

2,500,000 2,500,000

19,959,079 38,192,382

134,367,663 2,394,748,772 2,634,872,000.00

13,436,766 239,474,877

147,804,429 2,634,223,649 648,351.34

JUMLAH (Rp)TOTAL

0,785 d d2

0.785 0.635 0.403225

0.635

TIANG R13 (bh) JTR (m) SR (rumah)

18,414,305 167,993 1,988,812

67 2920 100

1,233,758,435 490,540,728 198,881,200

2,051,631,411

TIANG R13 (bh) JTR (m) SR (rumah)

18,414,305 167,993 1,988,812

30 1440 50

552,429,150 241,910,496 99,440,600

1,022,231,294

jumlah tinggi cat putih cat hitam

52 5 81.640 2 32.656

28.000 7 89.239 2 25.497

170.879 58.153

Harga Satuan Jasa

( Rp ) ( Rp )

1 2 3 4 5

1 Cat meni kg 75,880

2 Cat Aluminium kg 132,880

3 Cat Hitam kg 125,480

4 Kuas Plat bh 45,990

5 Kabel Twisted 3x35 + 1x25 mm2 mtr 122,493 43,500

6 Kabel Twisted 2 x 10 mm2 mtr 49,020 12,000

7 Pentanahan Tiang Ujung set 6,325,000 379,500

8 Plastic strap (pengikat TC) buah 4,025 242

9 Pondasi Tiang JTR set 241,500 14,490

10 Pipa PVC 1/2" - 3 mtr (u/ Pelindung) buah 36,507 4,016

11 Super Thinar Ltr 96,922.00 10,661

12 Box MCB Bh 114,121.40 12,553

13 Strain Wedge Clamp (Klem jepit kabel) set 97,989 5,879

14 Suspension bracket (Klem pemegang) buah 92,219 5,533

15 Suspension Clamp with Chain Link (Klem penggantung) set 178,250 10,695

16 Stainless steel strip 20 x 0,7 mm2 (klem pengikat) buah 17,250 1,035

17 Stoping buckle Stainless still buah 10,350 621

18 Tap Connector 35-070/35-70 mm2 buah 124,837 7,490

19 Tiang listrik 9 meter 100 daN btg 12,550,000 1,587,575

20 Tiang listrik 7 meter 90 daN btg 7,500,400 948,801

21 Tension Bracket (Penarik) buah 92,219 5,533

22 Galvanis steel wire 1/4" mtr 36,151.88 3,977

23 Klem kabel type U buah 28,750.00 3,163

24 Klem beugels buah 20,605.94 2,267

25 Spancroef 5/8" buah 44,045.00 4,845

26 U. Bolt buah 29,900 2,760

27 Klem Tarik SR buah 17,250 2,760

28 Yoke Stainless Steel 17,250 -

29 MCB 2 A Bh 81,054.00 10,253

30 MCB 4 A Bh 92,054.00 11,645

31 MCB 6 A Bh 100,854.00 12,758

32 MCB 10 A Bh 108,554.00 13,732

33 MCB Box Bh 99,236.00 12,553

34 BC 50 mm2 mtr 161,000.00 17,710

35 Tima Segel Kg 380,480.00

36 Kawat Segel Roll 325,480.00

37 Tap Konektor Distribusi 1 Baut Bh 48,536.00

38 Sling 1 " M' 338,482.73

39 Sling 3/4 " M' 183,527.79

40 Sling 5/8 " M' 111,427.63

41 Kawat Las dos 494,400.00

42 Semen kg 46,980.00

43 Pasir m3 1,200,000.00

44 Kerikil m3 1,200,000.00

45 Batu kali m3 550,000.00

46 Papan mal m3 4,750,000.00

47 Paku campur kg 95,000.00

48 besi Ф 12 mm kg 71,000.00

Upah Kerja :

1 Mandor oh 165,000.00

2 Kepala tukang oh 150,000.00

3 Tukang oh 140,000.00

4 Tukang Las oh 140,000.00

No Material Sat

HARGA SATUAN DAN JASAPaket Pengadaan dan Pemasangan Jaringan PLTMH Muliambut

Distrik Mulia Kabupaten Puncak Jaya Tahun Anggaran 2014

5 Pekerja oh 100,000.00

1 M3 GALIAN TANAH CADAS

6.5.1 Tenaga

Pekerja 1.2500 Oh X Rp. 100,000.00 = Rp. 125,000.00

Mandor 0.1250 Oh X Rp. 165,000.00 = Rp. 20,625.00

Jumlah ( 1 ) = Rp. 145,625.00

Overhead 10 % 14,562.50

Total 160,187.50

1 M3 URUGAN TANAH KEMBALI

6.5.1 Tenaga

Pekerja 0.1920 Oh X Rp. 100,000.00 = Rp. 19,200.00

Mandor 0.0192 Oh X Rp. 165,000.00 = Rp. 3,168.00

Jumlah ( 1 ) = Rp. 22,368.00

Overhead 10 % Rp. 2,236.80

Total Rp. 24,604.80

1 M3 URUGAN BATU KALI

6.11.1 Bahan

Batu kali 1.200 M3 X Rp. 550,000.00 = Rp. 660,000.00

Jumlah ( 1 ) = Rp. 660,000.00

Overhead 10 % Rp. 66,000.00

Total Rp. 726,000.00

6.11.2 Tenaga

Pekerja 0.300 Oh X Rp. 100,000.00 = Rp. 30,000.00

Mandor 0.010 Oh X Rp. 165,000.00 = Rp. 1,650.00

Jumlah ( 2 ) = Rp. 31,650.00

Overhead 10 % Rp. 3,165.00

Total Rp. 34,815.00

1 M3 BETON TUMBUK 1 PC : 2 PSR : 3 KRL

6.13.1 Bahan

Semen PC 336.000 Kg X Rp. 46,980.00 = Rp. 15,785,280.00

Pasir 0.540 M3 X Rp. 1,200,000.00 = Rp. 648,000.00

Koral beton 0.810 M3 X Rp. 1,200,000.00 = Rp. 972,000.00

Jumlah ( 1 ) = Rp. 17,405,280.00 Overhead 10 % Rp. 1,740,528.00

Total Rp. 19,145,808.00

6.13.2 Tenaga

Pekerja 2.0000 Oh X Rp. 100,000.00 = Rp. 200,000.00

Tukang 0.3500 Oh X Rp. 140,000.00 = Rp. 49,000.00

Kepala Tukang 0.0350 Oh X Rp. 150,000.00 = Rp. 5,250.00

Mandor 1.0000 Oh X Rp. 165,000.00 = Rp. 165,000.00

Jumlah ( 2 ) = Rp. 419,250.00 Overhead 10 % Rp. 41,925.00

Total Rp. 461,175.00

1 KG PEMBESIAN DENGAN BESI POLOS

6.25.1 Bahan

Besi beton ( polos/ulir ) 1.0500 Kg X Rp. 71,000.00 = Rp. 74,550.00

DAFTAR ANALISA HARGA SATUANPaket Pengadaan dan Pemasangan Jaringan PLTMH Muliambut

Distrik Mulia Kabupaten Puncak Jaya Tahun Anggaran 2014


Total Rp. 82,005.00

6.25.2 Tenaga

Pekerja 0.0070 Oh X Rp. 100,000.00 = Rp. 700.00

Tukang 0.0070 Oh X Rp. 140,000.00 = Rp. 980.00

Kepala Tukang 0.0007 Oh X Rp. 150,000.00 = Rp. 105.00

Mandor 0.0003 Oh X Rp. 165,000.00 = Rp. 49.50

Jumlah ( 2 ) = Rp. 1,834.50 Overhead 10 % Rp. 183.45

Total Rp. 2,017.95

1 M2 PASANG BEKISTING UNTUK PONDASI

6.29.1 Bahan

Papan Mal 0.045 M3 X Rp. 4,750,000.00 = Rp. 213,750.00

Paku biasa 0.300 Kg X Rp. 95,000.00 = Rp. 28,500.00


Total Rp. 266,475.00

6.29.2 Tenaga

Pekerja 0.3000 Oh X Rp. 100,000.00 = Rp. 30,000.00

Tukang 0.2600 Oh X Rp. 140,000.00 = Rp. 36,400.00


Mandor 0.0050 Oh X Rp. 165,000.00 = Rp. 825.00


Total Rp. 78,237.50

1 M2 PENGECATAN BESI DENGAN MENI BESI

6.20.1 Bahan

Meni besi 0.2000 Kg X Rp. 75,880.00 = Rp. 15,176.00

Thinner 0.0200 Ltr X Rp. 96,922.00 = Rp. 1,938.44

Kuas 0.0100 Bh X Rp. 45,990.00 = Rp. 459.90


Total Rp. 19,331.77

6.20.2 Tenaga

Pekerja 0.0200 Oh X Rp. 100,000.00 = Rp. 2,000.00

Tukang 0.2000 Oh X Rp. 140,000.00 = Rp. 28,000.00


Mandor 0.0100 Oh X Rp. 165,000.00 = Rp. 1,650.00


Total Rp. 38,115.00

1 M2 PENGECATAN BESI DENGAN CAT BESI

6.20.1 Bahan

Cat besi 0.4000 Kg X Rp. 125,480.00 = Rp. 50,192.00


Kuas 0.0100 Bh X Rp. 45,990.00 = Rp. 459.90


Total Rp. 57,849.37

6.20.2 Tenaga

Pekerja 0.0200 Oh X Rp. 100,000.00 = Rp. 2,000.00

Tukang 0.2000 Oh X Rp. 140,000.00 = Rp. 28,000.00


Mandor 0.0100 Oh X Rp. 165,000.00 = Rp. 1,650.00


Total Rp. 38,115.00

1 M2 PENGECATAN BESI DENGAN CAT ALUMINIUM

6.20.1 Bahan

Cat Aluminium 0.4000 Kg X Rp. 132,880.00 = Rp. 53,152.00


Kuas 0.0100 Bh X Rp. 45,990.00 = Rp. 459.90


Total Rp. 61,105.37

6.20.2 Tenaga

Pekerja 0.0200 Oh X Rp. 100,000.00 = Rp. 2,000.00

Tukang 0.2000 Oh X Rp. 140,000.00 = Rp. 28,000.00


Mandor 0.0100 Oh X Rp. 165,000.00 = Rp. 1,650.00


Total Rp. 38,115.00

1 TIANG PENGELASAN ANGKER BESI

Bahan

Kawat las 0.0300 Dos X Rp. 494,400.00 = Rp. 14,832.00

Sewa Peralatan 0.1000 hari X Rp. 150,000.00 = Rp. 15,000.00


Total Rp. 32,815.20

Tenaga

Pekerja 0.2000 Oh X Rp. 100,000.00 = Rp. 20,000.00

Tukang Las 0.1000 Oh X Rp. 140,000.00 = Rp. 14,000.00


Mandor 0.0010 Oh X Rp. 165,000.00 = Rp. 165.00


Total Rp. 39,231.50

KEGIATAN

LOKASI

TAHUN

Harga Satuan Jumlah Harga

( Rp ) ( Rp )

I Pekerjaan Pendahuluan

Pengukuran ls 1.0000 5,000,000 5,000,000

Dokumentasi ls 1.0000 1,000,000 1,000,000

Pembersihan Lokasi ls 1.0000 1,000,000 1,000,000

7,000,000

2 1 Tiang 11 mtr 156 daN (LMK)

Tiang 9 meter btg 1.0000 #REF! #REF!

Adjus dead and ass 25-35sgmm bh 2.0000 bh #VALUE!


Tap conektor kedap air 35-70 sgmm bh 2.0000 bh #VALUE!

Large angle ass 50-70 sgmm (R12) bh 2.0000 bh #VALUE!

Compression joint 50 mm+heatsrink bh 2.0000 bh #VALUE!


Suspension ass 35-70 sgmm (R13) bh 2.0000 bh #VALUE!

Aksesoris ls 1.0000 459,200 459,200

Cat meni besi kg 0.6666 67,500 44,996

Cat perak kg 0.6666 80,000 53,328

Cat hitam kg 0.3333 85,000 28,331

Batu Kali m3 0.0380 700,000 26,600

Pasir m3 0.0380 750,000 28,500

Semen kg 20.3538 28,000 569,906

Mandor h/o 0.5000 180,000 90,000

Kepala Tukang h/o 1.2500 160,000 200,000

Tukang Listrik h/o 1.2000 140,000 168,000

Pekerja h/o 1.9439 95,000 184,671

#REF!

3 1 Tiang 9 mtr 90 daN (LMK)

Tiang 9 meter btg 1.0000 #REF! #REF!

Adjus dead and ass 25-35sgmm bh 2.0000 set #VALUE!

Adjus dead and ass 50-70sgmm bh 2.0000 set #VALUE!

Tap conektor kedap air 35-70 sgmm bh 2.0000 set #VALUE!




Aksesoris ls 1.0000 420,000 420,000

Cat meni besi kg 0.6666 67,500 44,996

Cat perak kg 0.6666 80,000 53,328

Cat hitam kg 0.3333 85,000 28,331

Batu Kali m3 0.0380 555,000 21,090

HARGA SATUAN DAN UPAH

DAFTAR ANALISA

NO Uraian Pekerjaan Sat Volume

Pasir m3 0.0380 1,100,000 41,800

Semen kg 20.3538 46,980 956,222

Mandor h/o 0.5000 165,000 82,500

Kepala Tukang h/o 1.2500 150,000 187,500


Pekerja h/o 1.9439 100,000 194,390

1,651,502

4 Tiang besi 7 mtr 90 daN

Tiang 7 meter btg 1.0000 btg #VALUE!

Twisted cable (Alu) 3x35 + 1x35 mm mtr 35.0000 mtr #VALUE!

Kabel SR mtr 15.0000 mtr #VALUE!






Compression joint 25,35 mm²+heatsrink bh 1.0000 bh #VALUE!

Aksesoris ls 1.0000 392,000 392,000

Cat meni besi kg 0.5087 145,500 74,016

Cat perak kg 0.5087 mtr #VALUE!

Cat hitam kg 0.2543 bgks #VALUE!

Batu Kali m3 0.0300 700,000 21,000

Pasir m3 0.0300 750,000 22,500

Semen kg 15.0000 28,000 420,000

Mandor h/o 0.2600 180,000 46,800

Kepala Tukang h/o 0.5800 160,000 92,800


Pekerja h/o 0.9716 95,000 92,302

#VALUE!

5 Pek.Pemasangan 1 Buah Treck Schoor (S1.A) :

Galvanis steel wire 35mm klem beugels mtr 12.5000 10,200 127,500

Klem kabel type U bh 2.5000 10,312 25,780

Klem beugels set 2.5000 8,628 21,570

Spancroef 5/8" bh 2.5000 22,500 56,250

Angker rod+klem sambungan btg 2.5000 74,866 187,165

Plat beton 40x30x15 cm btg 2.5000 42,300 105,750

Mandor H/O 0.5575 180,000 100,350

Kepala Tukang H/O 1.0200 160,000 163,200

Tukang Listrik H/O 1.0300 140,000 144,200

Pekerja H/O 2.5500 95,000 242,250

1,174,015

6 Pek.Pemasangan 1 Buah Druck Schoor ( S.6 ) :

Travers 0,2 mtr UNP 8-5 mm² bh 3.0000 328,950 986,850

Pipa galvanis 2" 1,5 mtr btg 3.0000 30,514 91,542

U bolt bh 3.0000 102,820 308,460

Klem beugels set 3.0000 36,078 108,234

Plat beton 40x30x15 cm btg 3.0000 42,300 126,900

Mandor H/O 1.2500 180,000 225,000

Kepala Tukang H/O 2.1885 160,000 350,160


Pekerja H/O 4.1389 95,000 393,192

2,901,992

7 GROUNDING TR

Grounding Rod 16 mm2 L=1750 mm bh 1

Kawat BC 50 mm² mtr 8 42,000 336,000

Pipa Galvanis 1/2" L=6000 mm mtr 1

Klem Steinless Steel 4 titik 3 titik mtr 4 29,873 119,492

Connector CU 35 - 50 mm2 bh 3 270,578 811,734

Elektroda clam cu bh 1 23,324 23,324

Link 25 x 25 bh 4 2,039 8,156

Stoping bukle bh 4 8,890 35,560

Mandor H/O 1 180,000 129,600

Kepala Tukang H/O 2 160,000 243,200

Tukang Listrik H/O 1 140,000 209,720

Pekerja H/O 3 95,000 267,615

2,184,401

8 1 Buah Pemasangan Instalasi Listrik Rumah

Kabel NYM 2x2,5 mm mtr 35.0000 mtr #VALUE!

Saklar bh 2.0000 bh #VALUE!

Stop Kontak bh 1.0000 bh #VALUE!

Lampu bh 3.0000 bh #VALUE!

Fitting Lampu bh 3.0000 bh #VALUE!

MCB 2 Amper + Box MCB bh 1.0000 bh #VALUE!

Aksesoris ls 1.0000 1 1

Mandor H/O 0.5500 180,000 99,000

Kepala Tukang H/O 0.8500 160,000 136,000


Pekerja H/O 1.6527 95,000 157,007

#VALUE!

9 1 Buah Pemasangan Instalasi Fasilitas Umum

Kabel NYM 2x2,5 mm mtr 80.0000 mtr #VALUE!

Saklar Ganda bh 3.0000 bh #VALUE!

Stop Kontak bh 3.0000 bh #VALUE!

Lampu bh 8.0000 bh #VALUE!

Fitting Lampu bh 8.0000 bh #VALUE!

MCB 6 Amper + Box MCB bh 1.0000 bh #VALUE!

Aksesoris ls 1.0000 1 1

Mandor H/O 0.9680 180,000 174,240

Kepala Tukang H/O 1.8580 160,000 297,280


Pekerja H/O 4.4030 95,000 418,285

#VALUE!

10 Pekerjaan Lampu Penerangan Jalan set 3.0000 2,824,500 8,473,500

R E K A P I T U L A S I

Harga Satuan T o t a l

( Rp ) ( Rp )

1 Pekerjaan Pendahuluan ls 1.00 7,000,000 7,000,000

2 Pemasangan 1 Tiang 9 mtr 156 daN (LMK) set 2.00 #REF! #REF!

3 1 Tiang 9 mtr 90 daN (LMK) set 3.00 1,651,502 4,954,505

4 Pemasangan 1 Tiang besi 7 mtr 90 daN set 114.00 #VALUE! #VALUE!

5 Pek.Pemasangan 1 Buah Treck Schoor (S1.A) set 4.00 1,174,015 4,696,060

6 Pek.Pemasangan 1 Buah Druck Schoor ( S.6 ) set 4.00 2,901,992 11,607,967

7 Pekerjaan 1 Buah Pentanahan set 2.00 2,184,401 4,368,802

8 Pemasangan 1 Buah Instalasi Listrik Rumah set 118.00 #VALUE! #VALUE!

9 Pemasangan 1 Buah Instalasi Fasilitas Umum set 9.00 #VALUE! #VALUE!

10 Pekerjaan Pemasangan Lampu Jalan set 3.00 2,824,500 8,473,500

11 Pekerjaan Trafo Distribusi (Step Dawn) set 2.00 #REF! #REF!

#REF!

1 M3 BETON TUMBUK 1 PC : 2 PSR : 3 KRL

6.13.1Bahan

Semen PC 336.000 Kg X

Pasir beton 0.540 M3 X

Koral beton 0.810 M3 X

Jumlah ( 1 )

6.13.2Tenaga

Pekerja 2.0000 Oh X

Tukang 0.3500 Oh X

Kepala Tukang 0.0350 Oh X

Mandor 1.0000 Oh X

Jumlah ( 2 )

Jumlah ( 1 ) + ( 2 )

Overhead 10 %

Total

1 KG PEMBESIAN DENGAN BESI POLOS ATAU BESI ULIR

6.25.1Bahan

Besi beton ( polos/ulir ) 1.0500 Kg X

Kawat ikat beton 0.0150 Kg X

Jumlah ( 1 )

6.25.2Tenaga

Pekerja 0.0070 Oh X

Tukang 0.0070 Oh X


Mandor 0.0003 Oh X

Jumlah ( 2 )

Jumlah ( 1 ) + ( 2 )

Overhead 10 %

Total

NO Uraian Pekerjaan Sat Volume

1 M2 PASANG BEKISTING UNTUK SLOOF

6.29.1Bahan

Kayu terentang 0.045 M3 X

Paku biasa 0.300 Kg X

Minyak bekisting 0.100 Ltr X

Jumlah ( 1 )

6.29.2Tenaga

Pekerja 0.3000 Oh X

Tukang 0.2600 Oh X


Mandor 0.0050 Oh X

Jumlah ( 2 )

Jumlah ( 1 ) + ( 2 )

Overhead 10 %

Total

632,390 1,019,112

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Eestimate Engineer Wuyukwi 2014

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Transcript of Eestimate Engineer Wuyukwi 2014