s curve

REKAPITULASI PERHITUN NO

Uraian Pekerjaan

I. PEKERJAAN PENDAHULUAN Pembersihan Lokasi Pemagaran Keliling

Volume

Satuan

Durasi

195.00

m2

6

62.00

m

1

1

1.00 3,422.63

ttk Kg

9 2

84.30

m3

17

311.60

m3

5

16.06

m3

1

2.98 124.64

m3

1

m

3

3

2,388.90 2,388.90

1 1

50.00

Kg kg m2

50.00

m

2

1

76.79

m

3

1

50.00

m

2

1

121.93

m

2

0

121.93 2,180.91 2,180.91

m

2

Kg kg

0 2 1

11.38

m3

1

121.93

m

2

1

2,566.15 2,566.15

Kg kg

2 2

156.00

m2

2

156.00

m

2

2

16.70

m

3

1

Bongkar Bekisting Kolom Lantai 1 Pekerjaan Struktur Atas Lantai 2

156.00

m

2

1

Pabrikasi Bekisting Balok Lantai 2

173.62

m2

3

173.62 3,058.76

m

2 3

II. PEKERJAAN TANAH II.1 Pekerjaan Pondasi Pekerjaan Pengeboran Pondasi Borpile Tulangan Pondasi Borpile Pengecoran Pondasi Borpile II.2 Pekerjaan Galian: Pilecap dan Sloof II.3 Pekerjaan Urugan Pasir di bawah: Pilecap dan Sloof II.4 Pekerjaan Lantai Kerja: Pilecap dan Sloof Pekerjaan Urugan kembali III. PEKERJAAN STRUKTUR BETON III.1 Pekerjaan Struktur Bawah Pabrikasi Tulangan Pilecap Pasang Tulangan Pilecap Pabrikasi Bekisting Pilecap Pasang Bekisting Pilecap Pengecoran Pilecap Bongkar Bekisting Pilecap Pabrikasi Bekisting Sloof Pasang Bekisting Sloof Pabrikasi Tulangan Sloof Pasang Tulangan Sloof Pengecoran Sloof Bongkar Bekisting Sloof III.2 Pekerjaan Struktur Atas III.2.1 Pekerjaan Struktur Atas Lantai 1 / Lantai Ground Pabrikasi Tulangan Kolom lantai 1 Pasang Tulangan Kolom Lantai 1 Pabrikasi Bekisting Kolom lantau 1 Pasang Bekisting Kolom Lantai 1 Pengecoran Kolom Lantai 1 III.2.2

Pasang Bekisting Balok Lantai 2 Pabrikasi Tulangan Balok Lantai 2

2

kg

1

Pasang Tulangan Balok Lantai 2

3,058.76

kg

2

84.02

m

2

1

84.02 739.67 739.67

m

2

kg kg

1 1 1

25.96

m2

1

25.96 146.19 146.19

m

kg kg

1 1 1

40.95

m3

1

173.62

m

2

1

84.02

m

2

1

m

Pabrikasi Tulangan Kolom lantai 2 Pasang Tulangan Kolom Lantai 2

25.96 2,241.94 2,241.94

2

Kg kg

1 3 2

Pabrikasi Bekisting Kolom lantau 2

156.00

m2

3

156.00

m

2

2

14.14

m

3

1

Bongkar Bekisting Kolom Lantai 2

156.00

m

2

1

Pekerjaan Struktur Atas Lantai 3 Pabrikasi Bekisting Balok Lantai 3

163.62

m2

3

163.62 2,773.35 2,773.35

m

2 3 2

Pabrikasi Bekisting Plat Lantai 2 Pasang Bekisting Plat Lantai 2 Pabrikasi Tulangan Plat Lantai 2 Pasang Tulangan Plat lantai 2 Pabrikasi Bekisting Tangga Lantai 1 Pasang Bekisting Tangga Lantai 1 Pabrikasi Tulangan Tangga Lantai 1 Pasang Tulangan Tangga Lantai 1 Pengecoran Balok, Plat Lantai 2 dan Tangga Lantai 1 Bongkar Bekisting Balok Lantai 2 Bongkar Bekisting Plat Lantai 2 Bongkar Bekisting Tangga Lantai 1

Pasang Bekisting Kolom Lantai 2 Pengecoran Kolom Lantai 2 III.2.3

Pasang Bekisting Balok Lantai 3 Pabrikasi Tulangan Balok Lantai 3 Pasang Tulangan Balok Lantai 3 Pabrikasi Bekisting Plat Lantai 3 Pasang Bekisting Plat Lantai 3 Pabrikasi Tulangan Plat Lantai 3 Pasang Tulangan Plat lantai 3 Pabrikasi Bekisting Tangga Lantai 2 Pasang Bekisting Tangga Lantai 2 Pabrikasi Tulangan Tangga Lantai 2 Pasang Tulangan Tangga Lantai 2 Pengecoran Balok, Plat Lantai 3 dan Tangga Lantai 2 Bongkar Bekisting Balok Lantai 3 Bongkar Bekisting Plat Lantai 3 Bongkar Bekisting Tangga Lantai 2 Pabrikasi Tulangan Kolom lantai 3 Pasang Tulangan Kolom Lantai 3 Pabrikasi Bekisting Kolom lantau 3 Pasang Bekisting Kolom Lantai 3 Pengecoran Kolom Lantai 3 Bongkar Bekisting Kolom Lantai 3 III.2.4

Pekerjaan Struktur Atas Lantai 4

71.03

2

2

kg kg m2

1

71.03 686.25 686.25

m

kg kg

1 1 1

25.96

m2

1

25.96 146.19 146.19

1 1 1

37.82

m kg kg m3

163.62

m

2

1

71.03

m

2

1

25.96 2,241.94 2,241.94

m

2

1 3 2

2

2

156.00

Kg kg m2

156.00

1

3

m

2

2

14.14

m

3

1

156.00

m

2

1

Pabrikasi Bekisting Balok Lantai 4 Pasang Bekisting Balok Lantai 4 Pabrikasi Tulangan Balok Lantai 4 Pasang Tulangan Balok Lantai 4 Pabrikasi Bekisting Plat Lantai 4 Pasang Bekisting Plat Lantai 4 Pabrikasi Tulangan Plat Lantai 4 Pasang Tulangan Plat lantai 4 Pabrikasi Bekisting Tangga Lantai 3 Pasang Bekisting Tangga Lantai 3 Pabrikasi Tulangan Tangga Lantai 3 Pasang Tulangan Tangga Lantai 3 Pengecoran Balok, Plat Lantai 4 dan Tangga Lantai 3 Bongkar Bekisting Balok Lantai 4 Bongkar Bekisting Plat Lantai 4 Bongkar Bekisting Tangga Lantai 3 Pabrikasi Tulangan Kolom lantai 4 Pasang Tulangan Kolom Lantai 4 Pabrikasi Bekisting Kolom lantau 4 Pasang Bekisting Kolom Lantai 4

3

163.62 2,773.35 2,773.35

m

2 3 2

63.75 63.75 555.77 555.77 25.96

2

kg kg m2 m

2

kg kg m2

1 1 1 1 1

25.96 146.19 146.19

m

kg kg

1 1 1

37.82

m3

1

163.62

m

2

1

63.75

m

2

1

25.96 2,268.78 2,268.78

m

2

1 3 2

2

122.40

Kg kg m2

122.40

2

m

2

13.24

m

3

1

122.40

m

2

1

185.46

m2

2

185.46 2,730.95 2,730.95

m

kg kg

2 2 2

44.62

m2

1

m

Pabrikasi Tulangan Plat Lantai Atap Pasang Tulangan Plat lantai Atap

44.62 499.65 499.65

kg kg

1 1 1

Pabrikasi Bekisting Tangga Lantai 4

17.56

m2

1

17.56 108.48 108.48

m

kg kg

1 1 1

36.33

m3

1

185.46

m

2

1

44.62

m

2

1

17.56

m

2

1

1,778.96 1,778.96 1,506.06 1,506.06

kg kg kg kg

5 5 5 5

Bongkar Bekisting Kolom Lantai 4 Pekerjaan Struktur Atas Lantai Atap Pabrikasi Bekisting Balok Lantai atap Pasang Bekisting Balok Lantai Atap Pabrikasi Tulangan Balok Lantai Atap Pasang Tulangan Balok Lantai Atap Pabrikasi Bekisting Plat Lantai Atap Pasang Bekisting Plat Lantai Atap

Pasang Bekisting Tangga Lantai 4 Pabrikasi Tulangan Tangga Lantai 4 Pasang Tulangan Tangga Lantai 4 Pengecoran Balok, Plat Lantai Atap dan Tangga Lantai 4 Bongkar Bekisting Balok Lantai Atap Bongkar Bekisting Plat Lantai Atap Bongkar Bekisting Tangga Lantai Atap III.3

m2

2

Pengecoran Kolom Lantai 4 III.2.5

163.62

Pekerjaan Struktur Rangka Atap Pabrikasi Kuda-Kuda Pasang Kuda-Kuda Pabrikasi Gording Pasang Gording

2

2

2

Pabrikasi Penggantung Gording Pasang Penggantung Gording Pabrikasi Ikatan Angin Pasang Ikatan Angin Pasang Baut D16

155.82 155.82 102.13 102.13 40.00

Sewa mesin bor pile Sewa Alat bantu strous pile Sewa Welding Set (Minim 5 Jam) Sewa Concreate Mixer m3 (min 3jam) Sewa Concreate Pump (min 3 jam ) Sewa Concreate vibrator Sewa Concreate Bucket Sewa Crane 30 ton-min8 jam (termasuk mob/demob. Opertor, BBM) Sewa Dump truck 6T min(5jam) Sewa Bar Bender 25 mm Sewa Bar cutter 25 mm

plat

kg kg kg kg buah

8.62 7.38 6.47 4.39

1 1 1 1 1 212

KAPITULASI PERHITUNGAN VOLUME Harga Satuan Bahan Alat

Upah/hari Rp

Rp

Harga Total Alat

Bahan

525,000.00

200,000.00 Rp 2,275,000.00 Rp

2,666,275.00 Rp

200,000.00

Rp

12,700.00 Rp

Rp 300,000.00 Rp

715,000.00 Rp

Rp 43,467,442.00 Rp

4,160,000.00 300,000.00

Rp

750,000.00 Rp

100,000.00 Rp

685,000.00 Rp

63,255,901.00 Rp

1,300,000.00

Rp

750.00 Rp

685,000.00

Rp

26,250.00

Rp

750.00 Rp

525,000.00 Rp

1,445,400.00 Rp

3,750.00

Rp

845,000.00 Rp

2,473,400.00

Rp

830,000.00 Rp

Rp Rp Rp Rp

830,000.00 Rp

750.00 Rp

Rp Rp

Rp Rp

Rp

15,750.00

300,000.00

Rp Rp

715,000.00 Rp 715,000.00

26,695,912.00 Rp

Rp

970,000.00 Rp

11,172,384.00

Rp

970,000.00

556,667.00 Rp

845,000.00 Rp

63,737,136.96 Rp

556,667.00

Rp

970,000.00

Rp

890,000.00 Rp

25,685,370.36

Rp 300,000.00 Rp Rp

890,000.00 715,000.00 Rp 715,000.00

24,371,713.29 Rp

600,000.00

830,000.00 Rp 4,900,000.00 Rp

605,000.00 Rp

9,447,206.55 Rp

4,900,000.00

210,665.33 11,175.00 Rp

Rp

Rp

685,000.00

11,175.00 Rp 216,252.83

300,000.00 Rp Rp

715,000.00 Rp 715,000.00

28,676,678.95

Rp

890,000.00 Rp

33,735,441.48

Rp

890,000.00

830,000.00 Rp 2,700,000.00 Rp

210,665.33 11,175.00 Rp

890,000.00

605,000.00 Rp

13,859,425.03 Rp

Rp

890,000.00

Rp

890,000.00 Rp

36,575,714.59 Rp

Rp 300,000.00 Rp

890,000.00 715,000.00 Rp

34,181,626.21 Rp

2,700,000.00

900,000.00

Rp

715,000.00

Rp 1,050,000.00 Rp Rp Rp Rp Rp

11,175.00 Rp 373,705.33

Rp 1,050,000.00 300,000.00 Rp 715,000.00 Rp Rp 715,000.00

16,165,283.00 9,430,793.00 Rp

300,000.00

Rp

380,000.00 Rp

9,699,746.06

Rp 300,000.00 Rp Rp

380,000.00 460,000.00 Rp 460,000.00

1,633,711.09 Rp

300,000.00

830,000.00 Rp 4,900,000.00 Rp 2,420,000.00 Rp

33,988,848.34 Rp

4,900,000.00

900,000.00

11,175.00 Rp

Rp

890,000.00

Rp 1,050,000.00 Rp Rp Rp

Rp Rp

11,175.00 Rp 216,252.83

Rp 300,000.00 Rp Rp

380,000.00 715,000.00 Rp 715,000.00

25,053,651.23 Rp

Rp

890,000.00 Rp

33,735,441.48

Rp

890,000.00

830,000.00 Rp 2,700,000.00 Rp

210,665.33 11,175.00 Rp

605,000.00 Rp

Rp

890,000.00

Rp

890,000.00 Rp

34,469,061.29

Rp 300,000.00 Rp Rp

890,000.00 715,000.00 Rp 715,000.00

30,992,160.84 Rp

Rp 1,050,000.00 Rp Rp Rp Rp Rp

11,175.00 Rp 373,705.33

11,739,854.38 Rp

Rp 1,050,000.00 300,000.00 Rp 715,000.00 Rp Rp 715,000.00

2,700,000.00

900,000.00

13,684,468.00 8,749,648.00 Rp

300,000.00

Rp

380,000.00 Rp

9,699,746.06

Rp 300,000.00 Rp Rp

380,000.00 460,000.00 Rp 460,000.00

1,633,711.09 Rp

300,000.00

830,000.00 Rp 4,900,000.00 Rp 2,420,000.00 Rp

31,390,360.83 Rp

4,900,000.00

900,000.00

11,175.00 Rp

Rp

890,000.00

Rp 1,050,000.00 Rp Rp Rp

11,175.00 Rp 216,252.83

Rp 300,000.00 Rp Rp

380,000.00 715,000.00 Rp 715,000.00

25,053,651.23 Rp

Rp

890,000.00 Rp

33,735,441.48

Rp

890,000.00

830,000.00 Rp 2,700,000.00 Rp Rp

605,000.00 Rp 890,000.00

11,739,854.38 Rp

2,700,000.00

Rp Rp

210,665.33 11,175.00 Rp

Rp

890,000.00 Rp

34,469,061.29

Rp 300,000.00 Rp Rp

890,000.00 715,000.00 Rp 715,000.00

30,992,160.84 Rp

Rp 1,050,000.00 Rp Rp Rp Rp Rp

11,175.00 Rp 373,705.33

Rp 1,050,000.00 300,000.00 Rp 715,000.00 Rp Rp 715,000.00

900,000.00

654,609.00 7,086,058.00 Rp

300,000.00

Rp

380,000.00 Rp

9,699,746.06

Rp 300,000.00 Rp Rp

380,000.00 460,000.00 Rp 460,000.00

1,633,711.09 Rp

300,000.00

830,000.00 Rp 4,900,000.00 Rp 2,420,000.00 Rp

31,390,360.83 Rp

4,900,000.00

900,000.00

11,175.00 Rp

Rp

380,000.00

Rp 1,050,000.00 Rp Rp Rp

Rp Rp

11,175.00 Rp 216,252.83

Rp 300,000.00 Rp Rp

890,000.00 715,000.00 Rp 715,000.00

25,353,619.09 Rp

Rp

890,000.00 Rp

26,469,346.39

Rp

890,000.00

830,000.00 Rp 2,700,000.00 Rp

210,665.33 11,175.00 Rp

605,000.00 Rp

Rp

890,000.00

Rp

890,000.00 Rp

39,069,992.10

Rp 300,000.00 Rp Rp

890,000.00 715,000.00 Rp 715,000.00

30,518,354.87 Rp

Rp 1,050,000.00 Rp Rp Rp Rp Rp

11,175.00 Rp 373,705.33

10,990,016.23 Rp

Rp 1,050,000.00 300,000.00 Rp 715,000.00 Rp Rp 715,000.00

2,700,000.00

600,000.00

2,306,507.00 8,150,475.00 Rp

300,000.00

Rp

380,000.00 Rp

6,560,770.77

Rp 300,000.00 Rp Rp

380,000.00 Rp 460,000.00 Rp 460,000.00 Rp

1,212,253.31 Rp -

300,000.00

830,000.00 Rp 4,900,000.00 Rp 2,420,000.00 Rp

30,155,790.94 Rp

4,900,000.00

11,175.00 Rp

Rp

890,000.00 Rp

-

Rp 1,050,000.00 Rp Rp Rp

11,200.00

Rp Rp 2,600,000.00 Rp 11,200.00 Rp Rp 2,600,000.00 Rp

380,000.00 Rp 715,000.00 715,000.00 715,000.00 715,000.00

Rp Rp Rp Rp

19,924,352.00 - Rp 16,867,820.48 - Rp

13,000,000.00 13,000,000.00

Rp Rp

12,500.00 11,000.00

Rp Rp Rp Rp Rp

775,000.00 775,000.00 775,000.00 775,000.00 775,000.00

4500000 per hari 400000 per hari 3000000 per bulan 2600000 per hari 4500000 per bulan 4500000 per bulan

Rp 1,947,750.00 Rp 1,714,020.00 Rp Rp Rp Rp 1,101,209,234.53 Rp

77,162,417.00

Total

Biaya Total

Upah Rp

2,100,000.00 Rp

Rp

810,000.00 Rp Rp Rp - Rp 1,430,000.00 Rp

3,676,275.00 Rp 59,294.76 5,776,275.00 4,160,000.00 Rp 4,160,000.00 47,083,563.00 Rp 13,756.54

Rp

8,905,000.00 Rp Rp

86,719,517.00 Rp 1,028,701.27 137,963,080.00

Rp

3,425,000.00 Rp Rp

3,451,250.00 Rp -

11,075.92

Rp

525,000.00 Rp Rp

1,974,150.00 Rp -

122,941.78

Rp

845,000.00 Rp

3,318,400.00 Rp 1,113,557.05

Rp

2,070,750.00 Rp 10,814,550.00 27,710,912.00 Rp 715,000.00 Rp

16,613.88

Rp Rp

2,055,000.00 Rp Rp Rp 715,000.00 Rp 715,000.00 Rp

Rp

970,000.00 Rp

12,142,384.00 Rp

242,847.68

Rp

970,000.00 Rp

970,000.00 Rp

19,400.00

Rp

845,000.00 Rp

65,138,803.96 Rp

848,252.84

Rp

970,000.00 Rp

970,000.00 Rp

19,400.00

Rp

25,685,370.36 Rp

210,665.33

Rp Rp Rp

- Rp 1,430,000.00 Rp 715,000.00 Rp

- Rp 26,401,713.29 Rp 715,000.00 Rp

Rp

605,000.00 Rp

Rp

890,000.00 Rp

890,000.00 Rp

Rp Rp

Rp 1,430,000.00 Rp 1,430,000.00 Rp

30,106,678.95 Rp 1,430,000.00 Rp

Rp

1,780,000.00 Rp

35,515,441.48 Rp

Rp

1,780,000.00 Rp

1,780,000.00 Rp

Rp

605,000.00 Rp

Rp

890,000.00 Rp Rp

890,000.00 Rp 263,177,935.63

5,705.13

Rp

2,670,000.00 Rp

39,245,714.59 Rp

226,043.74

Rp Rp

1,780,000.00 Rp 2,145,000.00 Rp

1,780,000.00 Rp 37,226,626.21 Rp

Rp Rp

Rp

-

2,100,000.00 Rp

10,769.23

interpolasi x1 x

11,599.88 299.30

- Rp 12,105.80 327.84 Rp

210,665.33 12,433.65

14,952,206.55 Rp 1,313,650.91 7,299.57

11,732.26 557.26 Rp

12,289.51

227,663.09 11,410.26 Rp

239,073.34

17,164,425.03 Rp 1,027,926.68

10,252.28 Rp 12,170.50

236,296.02

2 2.5

Rp

1,430,000.00 Rp

1,430,000.00 Rp

Rp

1,050,000.00 Rp

17,215,283.00 Rp

204,885.31

Rp Rp Rp

1,050,000.00 Rp 715,000.00 Rp 715,000.00 Rp

1,050,000.00 Rp 10,445,793.00 Rp 715,000.00 Rp

12,496.43 14,122.23 966.65

Rp

380,000.00 Rp

10,079,746.06 Rp

388,345.72

Rp Rp Rp

380,000.00 Rp 460,000.00 Rp 460,000.00 Rp

380,000.00 Rp 2,393,711.09 Rp 460,000.00 Rp

Rp

2,420,000.00 Rp

Rp

890,000.00 Rp

890,000.00 Rp

5,126.14

Rp

1,050,000.00 Rp

1,050,000.00 Rp

12,496.43

Rp Rp Rp

380,000.00 Rp 2,145,000.00 Rp 1,430,000.00 Rp

380,000.00 Rp 28,098,651.23 Rp 1,430,000.00 Rp

Rp

2,670,000.00 Rp

36,405,441.48 Rp

Rp

1,780,000.00 Rp

1,780,000.00 Rp

Rp

605,000.00 Rp

Rp

890,000.00 Rp Rp

890,000.00 Rp 249,699,669.39

5,705.13

Rp

2,670,000.00 Rp

37,139,061.29 Rp

226,983.63

Rp Rp Rp

1,780,000.00 Rp 2,145,000.00 Rp 1,430,000.00 Rp

1,780,000.00 Rp 34,037,160.84 Rp 1,430,000.00 Rp

Rp

1,050,000.00 Rp

14,734,468.00 Rp

207,434.23

Rp Rp Rp

1,050,000.00 Rp 715,000.00 Rp 715,000.00 Rp

1,050,000.00 Rp 9,764,648.00 Rp 715,000.00 Rp

14,782.07 14,229.06 1,041.90

Rp

380,000.00 Rp

10,079,746.06 Rp

388,345.72

Rp Rp Rp

380,000.00 Rp 460,000.00 Rp 460,000.00 Rp

380,000.00 Rp 2,393,711.09 Rp 460,000.00 Rp

Rp

2,420,000.00 Rp

Rp

890,000.00 Rp

890,000.00 Rp

5,439.43

Rp

1,050,000.00 Rp

1,050,000.00 Rp

14,782.07

Rp Rp Rp

380,000.00 Rp 2,145,000.00 Rp 1,430,000.00 Rp

380,000.00 Rp 28,098,651.23 Rp 1,430,000.00 Rp

14,640.39 12,533.20 637.84

Rp

2,670,000.00 Rp

36,405,441.48 Rp

233,368.21

Rp

1,780,000.00 Rp

1,780,000.00 Rp

11,410.26

Rp

605,000.00 Rp

Rp

890,000.00 Rp Rp

467.51 Rp

14,640.39 Rp 16,373.59 3,146.52 Rp

12,638.01

402,986.10 19,520.11

41,308,848.34 Rp 1,008,752.75

14,640.39 12,533.20 637.84 Rp

13,171.04

233,368.21 11,410.26 Rp

244,778.47

15,044,854.38 Rp 1,063,661.33

10,878.87 Rp 12,272.95 515.62 Rp

14,640.39 16,373.59 3,146.52 Rp

38,710,360.83 Rp 1,023,549.86

15,044,854.38 Rp 1,063,661.33 890,000.00 Rp 238,643,103.21

5,705.13

237,862.49 12,788.57

19,520.11

Rp

2,670,000.00 Rp

37,139,061.29 Rp

226,983.63

Rp Rp Rp

1,780,000.00 Rp 2,145,000.00 Rp 1,430,000.00 Rp

1,780,000.00 Rp 34,037,160.84 Rp 1,430,000.00 Rp

10,878.87 12,272.95 515.62

Rp

1,050,000.00 Rp

1,704,609.00 Rp

26,737.29

Rp Rp Rp

1,050,000.00 Rp 715,000.00 Rp 715,000.00 Rp

1,050,000.00 Rp 8,101,058.00 Rp 715,000.00 Rp

16,469.55 14,576.30 1,286.51

Rp

380,000.00 Rp

10,079,746.06 Rp

388,345.72

Rp Rp Rp

380,000.00 Rp 460,000.00 Rp 460,000.00 Rp

380,000.00 Rp 2,393,711.09 Rp 460,000.00 Rp

14,640.39 16,373.59 3,146.52

Rp

2,420,000.00 Rp

Rp

380,000.00 Rp

380,000.00 Rp

2,322.45

Rp

1,050,000.00 Rp

1,050,000.00 Rp

16,469.55

Rp Rp Rp

890,000.00 Rp 2,145,000.00 Rp 1,430,000.00 Rp

890,000.00 Rp 28,398,619.09 Rp 1,430,000.00 Rp

Rp

1,780,000.00 Rp

28,249,346.39 Rp

230,795.31

Rp

1,780,000.00 Rp

1,780,000.00 Rp

14,542.48

Rp

605,000.00 Rp

Rp

890,000.00 Rp Rp

890,000.00 Rp 215,343,688.83

7,271.24

Rp

1,780,000.00 Rp

40,849,992.10 Rp

220,263.09

Rp Rp Rp

1,780,000.00 Rp 1,430,000.00 Rp 1,430,000.00 Rp

1,780,000.00 Rp 32,548,354.87 Rp 1,430,000.00 Rp

Rp

1,050,000.00 Rp

3,356,507.00 Rp

75,231.02

Rp Rp Rp

1,050,000.00 Rp 715,000.00 Rp 715,000.00 Rp

1,050,000.00 Rp 9,165,475.00 Rp 715,000.00 Rp

23,534.16 18,343.97 1,431.02

Rp

380,000.00 Rp

6,940,770.77 Rp

395,350.35

Rp Rp Rp

380,000.00 Rp 460,000.00 Rp 460,000.00 Rp

380,000.00 Rp 1,972,253.31 Rp 460,000.00 Rp

Rp

2,420,000.00 Rp

Rp

890,000.00 Rp

890,000.00 Rp

4,798.88

Rp

1,050,000.00 Rp

1,050,000.00 Rp

23,534.16

Rp

380,000.00 Rp Rp 3,575,000.00 Rp 3,575,000.00 Rp 3,575,000.00 Rp 3,575,000.00 Rp

Rp Rp Rp Rp

38,710,360.83 Rp 1,023,549.86

34,289.32 12,517.13 Rp 29,828,619.09 630.29 Rp 13,147.43

14,295,016.23 Rp 1,079,603.82

9,597.76 11,918.33 Rp 33,978,354.87 523.63 Rp 12,441.96

21,645.02 18,180.96 Rp 4,240.45 Rp

37,475,790.94 Rp 1,031,473.74

380,000.00 140,444,143.99 23,499,352.00 16,575,000.00 20,442,820.48 16,575,000.00

Rp

21,645.02

Rp Rp Rp Rp

13,209.60 9,317.24 13,573.75 11,005.57

2,432,253.31 22,421.41

Rp 775,000.00 Rp 775,000.00 Rp 775,000.00 Rp 775,000.00 Rp 775,000.00 Rp 152,975,000.00

Rp 2,722,750.00 Rp 2,489,020.00 Rp 775,000.00 Rp 775,000.00 Rp 775,000.00 Rp 2,608,353,834.58

Rp Rp Rp Rp Rp

17,473.69 15,973.69 7,588.45 7,588.45 19,375.00

Durasi 6 y1 y

1

5.75 #REF!

9 2 13 5 1 1 3

1 1 1 1 1 1 0 0 1.0761714 Durasi 1 x 7 jam

0.6395714 0 Pabrikasi m2/hari 1 1.3371429 28 12 1.3489143

0 1 1 1 1 0 0 0 0 1 6 1 0 0 0 0 x 10 m2 1 x 10 m2 0 0 0 0 1 1 1 1 0 0 0 0 1 0 1 0 0 0 0 0 1 0

m2/hari 1 0 0 1 1 1 1 0 0 1 1 1 1 1 0 0 0 0 0 1 0 0 0 0 0 1 1 1 1 0 0 1 1 1 0 0 0 2 1 2 1

1 1 1 1 1 142.4018

TULANGAN KET Lantai 1 K1 K2 total S1 S2 S3 Lantai 2 B1 B2 B3 B4 B5 B6 Pelat Tangga B Bordes K1 K2 Lantai 3 B1 B2 B3 B4 B5 Pelat Tangga B Bordes K1 K2 Lantai 4 B1 B2 B3 B4 B5 Pelat Tangga B Bordes K1 K2

POER P1

BEKISTING

VOL m3

BERAT kg TOTAL kg

KET Lantai 1 K1 K2

13.5 143.3617 1935.383 1.22 197.2778 240.6789 14.72 2176.061 7.64 217.2495 1659.786 0.57 190 108.3 0.39 239.087 93.24393 8.6 1861.33 2.61 3.53 4.6 5.65 0.7 1.19 18.28 18.52 3.37 0.36 12 0.36 12.36

310.1181 245.1691 158.0862 191.1301 169.75 207.8393

1.75 3.3 4.49 5.06 0.7 15.3 15.42 3.37 0.36 12 0.36 12.36

310.1181 245.1691 158.0862 191.1301 169.75

1.75 3.3 4.49 5.06 0.7 15.3 15.42 3.37 0.36 9.68 0.72 10.4

0.75

119.87 288.9118 142.9689 143.3617 197.2778

119.87 288.9118 142.9689 143.3617 197.2778

S1 S2 S3 Lantai 2 B1 B2 B3 B4 B5 B6

809.4082 865.4469 727.1967 1079.885 118.825 247.3288 3848.091 2219.993 973.6328 51.4688 1720.34 71.02 1791.36 0 542.7067 809.058 709.8072 967.1182 118.825 3147.515 1848.396 973.6328 51.4688 1720.34 71.02 1791.36

Pelat Tangga B Bordes K1 K2 Lantai 3 B1 B2 B3 B4 B5 Pelat Tangga B Bordes K1 K2 Lantai 4 B1 B2 B3 B4 B5

310.1181 542.7067 245.1691 809.058 158.0862 709.8072 191.1301 967.1182 169.75 118.825 3147.515 119.87 1848.396 288.9118 973.6328 142.9689 51.4688 143.3617 1387.741 197.2778 142.04 1529.781

217.568

8

Pelat Tangga B Bordes K1 K2

TUL BEK 163.176

6

VOL m2

SAT @

TOTAL m2

13.5 8 108 1.22 13.33333 16.26667 14.72 124.2667 7.64 8 61.12 0.57 10 5.7 0.39 13.332 5.19948 8.6 72.01948 2.61 3.53 4.6 5.65 0.7 1.19 18.28 18.52 3.37 0.36 12 0.36 12.36

8.08 21.0888 7.066667 24.94533 8.088889 37.20889 8.48 47.912 7 4.9 11.33333 13.48667 149.5417 8.333333 154.3333 6.666667 22.46667 6.666667 2.4 8 96 13.33333 4.8 100.8

1.75 3.3 4.49 5.06 0.7 15.3 15.42 3.37 0.36 12 0.36 12.36

8.08 14.14 7.066667 23.32 8.088889 36.31911 8.48 42.9088 7 4.9 121.5879 8.333333 128.5 6.666667 22.46667 6.666667 2.4 8 96 13.33333 4.8 100.8

1.75 3.3 4.49 5.06 0.7 15.3 15.42 3.37 0.36 9.68 0.72 10.4

8.08 14.14 7.066667 23.32 8.088889 36.31911 8.48 42.9088 7 4.9 121.5879 8.333333 128.5 6.666667 22.46667 6.666667 2.4 8 77.44 13.33333 9.6 87.04

P2 P3

11.56 144.2519 2.352941 1667.552 8.82 137.141 1.904762 1209.584 21.13 3040.312

27.2 16.8 50

LANTAI KERJA Poer&sloof

2.98

78.35

5

233.483

14.9

RENCANA ANGGARAN BIAYA ( RAB ) NAMA KEGIATAN PEKERJAAN LOKASI SUMBER DANA

: : : :

REVITALISASI GEDUNG MAN 1 KOTA MALANG REVITALISASI GEDUNG MAN 1 KOTA MALANG JL. BAIDURI BULAN NO. 40 MALANG APBN 2016

NO.

I

II

III

IV

I

URAIAN

VOLUME

SAT.

HARGA SATUAN

JUMLAH HARGA

LANTAI - 1 PEKERJAAN PERSIAPAN 1 Pembersihan lokasi 2 Uitset / pasang bouwplank

195.0000 62.0000

m² m¹

7,000.00 115,458.21

1,365,000.00 7,158,409.29 8,523,409.29

PEKERJAAN TANAH 1 Bor Strous Ø30 cm (dengan mesin bor pile) 2 Galian tanah poer dan sloof 3 Galian tanah saptictank dan resapan 4 Urug pasir bawah poer dan sloof tebal 10 cm 5 Urug tanah kembali 6 Urug sirtu bawah lantai rabat tempat parkir tebal 17 cm 7 Urug sirtu bawah lantai tebal 33 cm 8 Urug pasir bawah lantai dan rabat tempat parkir t. 10 cm 9 Buang tanah bekas galian keluar lokasi proyek

364.0000 84.3300 18.8000 9.4200 51.6200 24.3000 9.9000 16.5000 84.6700

m¹ m³ m³ m³ m³ m³ m³ m³ m³

90,000.00 47,500.00 47,500.00 229,000.00 17,500.00 149,500.00 149,500.00 229,000.00 61,250.00

32,760,000.00 4,005,675.00 893,000.00 2,157,180.00 903,350.00 3,632,850.00 1,480,050.00 3,778,500.00 5,186,037.50 54,796,642.50

23.7400

m³

3,072,061.33

72,930,736.07 72,930,736.07

PEKERJAAN BETON 1 Lantai kerja poer dan sloof tebal 5 cm 2 Poer P-1 (50x50x50 cm) 3 Poer P-2 (170x170x50 cm) 4 Poer P-3 (210x210x50 cm) 5 Sloof SL 1 (25/50 cm) 6 Sloof SL 2 (20/30 cm) 7 Sloof SL 3 (15/20 cm) 8 Kolom K1 (50x50 cm) 9 Kolom K2 (30x30 cm) 10 Balok bordes 30/40 11 Plat tangga dan bordes tebal 15 cm + anak tangga

2.9800 0.7500 11.5600 8.8200 7.6400 0.5700 0.3900 13.5000 1.2200 0.3600 3.9400

m³ m³ m³ m³ m³ m³ m³ m³ m³ m³ m³

761,100.00 4,911,175.03 3,011,701.79 2,847,110.68 5,031,983.99 5,193,802.96 6,297,296.84 4,956,027.79 7,147,520.05 6,744,385.83 6,562,921.51

2,268,078.00 3,683,381.27 34,815,272.75 25,111,516.17 38,444,357.67 2,960,467.69 2,455,945.77 66,906,375.17 8,719,974.47 2,427,978.90 25,857,910.75 213,651,258.59

LANTAI 2 PEKERJAAN BETON 1 Balok B1 (25/50 cm) 2 Balok B2 (30/50 cm) 3 Balok B3 (25/45 cm) 4 Balok B4 (25/50 cm) 5 Balok B5 (30/60 cm) 6 Balok B6 (20/30 cm) 7 Plat dek tebal 12 mm 8 Balok bordes 30/40 9 Plat tangga dan bordes tebal 15 cm + anak tangga 10 Kolom K1 (50x50 cm) 11 Kolom K2 (30x30 cm)

2.6100 3.5300 4.6000 5.6500 0.7000 1.1900 18.5200 0.3600 3.3700 12.0000 0.3600

m³ m³ m³ m³ m³ m³ m³ m³ m³ m³ m³

6,772,019.85 5,790,175.99 5,198,435.52 5,673,958.81 4,968,278.25 6,744,385.83 5,395,440.74 6,744,385.83 6,562,921.51 4,956,027.79 7,147,520.05

17,674,971.81 20,439,321.26 23,912,803.39 32,057,867.27 3,477,794.78 8,025,819.14 99,923,562.50 2,427,978.90 22,117,045.49 59,472,333.48 2,573,107.22 292,102,605.24

PEKERJAAN PONDASI 1 Pondasi Strous Ø30 cm L=6 m

I

I

LANTAI 3 PEKERJAAN BETON 1 Balok B1 (25/50 cm) 2 Balok B2 (30/50 cm) 3 Balok B3 (25/45 cm) 4 Balok B4 (25/50 cm) 5 Balok B5 (30/60 cm) 6 Plat dek tebal 12 mm 7 Balok bordes 30/40 8 Plat tangga dan bordes tebal 15 cm + anak tangga 9 Kolom K1 (50x50 cm) 10 Kolom K2 (30x30 cm)

LANTAI 4 PEKERJAAN BETON 1 Balok B1 (25/50 cm) 2 Balok B2 (30/50 cm) 3 Balok B3 (25/45 cm) 4 Balok B4 (25/50 cm) 5 Balok B5 (30/60 cm) 6 Plat dek tebal 12 mm 7 Kolom K1 (50x50 cm) 8 Kolom K2 (30x30 cm) 9 Plat tangga dan bordes tebal 15 cm+anak tangga (ke tandon atas)

VIII PEKERJAAN RANGKA ATAP 1 Kuda-kuda baja WF 250.125.6.9 2 Konsol WF 200.100.5,5.8 3 Gording kanal C 150.65.20.3,2 4 Plat plendes tebal 12 mm 5 Plat penyambung dan konektor tebal 10 mm 6 Plat penegar/rib tebal 8 mm 7 Plat penahan gording 100x150x6 mm 8 Angkur baut Ø19 mm panjang 50 cm 9 Ikat angin besi beton Ø19 mm 10 Treckstang besi Ø12 mm 11 Jarum keras Ø16 mm 12 Mur baut Ø16 mm panjang 5 cm 13 Mur baut gording Ø12 mm panjang 4 cm 14 Papan ruiter mranti 2/20 15 Usuk galvalum C75 tebal 1 mm+reng U45 tebal 0,5 mm 16 Pasang double kalsiplang lebar 30 cm tebal 8 mm

1.7500 3.3000 4.4900 5.0600 0.7000 15.4200 0.3600 3.3700 12.0000 0.3600

m³ m³ m³ m³ m³ m³ m³ m³ m³ m³

6,772,019.85 5,790,175.99 5,198,435.52 5,673,958.81 4,968,278.25 5,395,440.74 5,198,435.52 6,562,921.51 4,956,027.79 7,147,520.05

11,851,034.74 19,107,580.78 23,340,975.48 28,710,231.57 3,477,794.78 83,197,696.21 1,871,436.79 22,117,045.49 59,472,333.48 2,573,107.22 255,719,236.54

1.7500 3.3000 4.4900 5.0600 0.7000 15.4200 9.6800 0.7200 1.5600

m³ m³ m³ m³ m³ m³ m³ m³ m³

6,772,019.85 5,790,175.99 5,198,435.52 5,673,958.81 4,968,278.25 5,395,440.74 4,956,027.79 7,147,520.05 6,562,921.51

11,851,034.74 19,107,580.78 23,340,975.48 28,710,231.57 3,477,794.78 83,197,696.21 47,974,349.01 5,146,214.44 10,238,157.56 233,044,034.56

2,095.6800 201.2900 1,351.5000 87.5000 309.7500 1,043.4600 36.4600 36.0000 120.4200 69.4200 10.0000 216.0000 200.0000 42.5000 200.0500 53.0000

kg kg kg kg kg kg kg bh kg kg bh bh bh m¹ m² m¹

23,518.00 23,518.00 23,518.00 29,843.00 29,843.00 29,843.00 29,843.00 65,000.00 10,185.50 10,185.50 57,500.00 7,500.00 4,500.00 47,880.00 138,728.00 90,150.00

49,286,202.24 4,733,938.22 31,784,577.00 2,611,262.50 9,243,869.25 31,139,976.78 1,088,075.78 2,340,000.00 1,226,537.91 707,077.41 575,000.00 1,620,000.00 900,000.00 2,034,900.00 27,752,536.40 4,777,950.00 171,821,903.49

Jakarta, 21 Juni 2016

PT. KURNIA AGUNG REZEKI

Lamria Gultom Direktur

DAFTAR ANALISA HARGA SATUAN PEKERJAAN NAMA KEGIATAN PEKERJAAN LOKASI SUMBER DANA

I.

: REVITALISASI GEDUNG MAN 1 KOTA MALANG : REVITALISASI GEDUNG MAN 1 KOTA MALANG : JL. BAIDURI BULAN NO. 40 MALANG : APBN 2016

SNI. 03-2834-2002 PEKERJAAN PERSIAPAN 1.

1,00 M' Pengukuran dan Pemasangan Bouwplank Bahan : 0.012 M3 Kayu Meranti 5/7 0.007 M3 Kayu papan 3/20 0.020 Kg Paku 2" - 5" Upah : 0.100 Oh Pekerja 0.100 Oh Tukang Kayu 0.010 Oh Kepala Tukang 0.005 Oh Mandor

2.

1,00 M² Membersihkan lapangan dan perataan Upah : 0.100 Oh Pekerja 0.010 Oh Mandor

II. SNI. 2835-2008 PEKERJAAN TANAH 1. 1,00 M3 Pekerjaan Galian Tanah Biasa Sedalam 1 Meter Upah : 0.750 Oh Pekerja 0.025 Oh Mandor

2.

1,00 M1 Pembuatan Lubang Strous Ø30 cm

Upah : 0.300 0.300 0.045 Sewa alat 0.300

Oh Oh Oh

Pekerja Tukang bor Mandor

Jam

Sewa alat mesin bor

3.

1,00 M³ Mengurug kembali galian Upah : 0.250 Oh Pekerja 0.025 Oh Mandor

4.

1,00 M³ Mengurug pasir urug Bahan : 1.200 M3 Pasir jawa Upah : 0.300 Oh Pekerja 0.010 Oh Mandor

5.

1,00 M³ Mengurug sirtu padat untuk peninggian lantai bangunan Bahan : 1.200 M3 Sirtu Upah : 0.250 Oh Pekerja 0.025 Oh Mandor

6.

1,00 M3 Pengangkutan tanah keluar proyek Sewa Peralatan : 0.250 Jam Sewa Dump Truk 5 Ton ( min 5 jam ) Upah : 0.250 Oh Pekerja

III. SNI. 2836-2008 PEKERJAAN PONDASI 1. 1,00 M³ Pasangan Batu Kosong ( Aanstamping ) Bahan : 1.200 M3 Batu Belah 15 / 20 0.432 M3 Pasir Urug Upah : 0.780 Oh Pekerja 0.390 Oh Tukang Batu 0.039 Oh Kepala Tukang Batu 0.039 Oh Mandor

2.

1,00 M³ Pondasi Batu Belah Campuran 1 Pc : 5 Psr Bahan : 1.200 M3 Batu Belah 15 / 20 136.000 Kg Semen ( PC ) 0.544 M3 Pasir Pasang Upah 1.500 Oh Pekerja 0.750 Oh Tukang Batu 0.075 Oh Kepala Tukang Batu 0.075 Oh Mandor

IV. SNI. 7394-2008 PEKERJAAN BETON 1. Membuat 1 M3 Beton mutu fc =19,3 MPa (K225), slump (12 ± 2) cm, w/c = 0,58 Bahan : 371.000 Kg Semen ( PC ) 0.499 M3 Pasir Beton 0.776 M3 Batu Pecah Mesin 2/3 215.000 Ltr Air ( biaya air tawar ) Upah : 1.650 Oh Pekerja 0.275 Oh Tukang Batu

0.028 0.083

Oh Oh

Kepala Tukang Batu Mandor

2.

Membuat 1 M3 Beton mutu fc =26,4 MPa (K300), slump (12 ± 2) cm, w/c = 0,52 Bahan : 413.000 Kg Semen ( PC ) 0.486 M3 Pasir Beton 0.756 M3 Batu Pecah Mesin 2/3 215.000 Ltr Air ( biaya air tawar ) Upah : 1.650 Oh Pekerja 0.275 Oh Tukang Batu 0.028 Oh Kepala Tukang Batu 0.083 Oh Mandor

3.

Membuat 1 M3 Beton mutu fc =31,2 MPa (K350), slump (12 ± 2) cm, w/c = 0,48 Bahan : 448.000 Kg Semen ( PC ) 0.476 M3 Pasir Beton 0.741 M3 Batu Pecah Mesin 2/3 215.000 Ltr Air ( biaya air tawar ) Upah : 2.100 Oh Pekerja 0.350 Oh Tukang Batu 0.035 Oh Kepala Tukang Batu 0.105 Oh Mandor

4.

1,00 M3 Pekerjaan Beton Rabat Camp. 1Pc : 3Psr : 5Krl Bahan : 218.000 Kg Semen ( PC ) 0.520 M3 Pasir Beton 0.870 M3 Batu Pecah Mesin 2/3 Upah :

1.650 0.250 0.025 0.080

Oh Oh Oh Oh

Pekerja Tukang Batu Kepala Tukang Batu Mandor

5.

Pembesian 10 kg dengan besi polos Bahan : 10.500 kg Besi beton polos 0.150 kg Kawat beton Upah : 0.070 Oh Pekerja 0.070 Oh Tukang besi 0.007 Oh Kepala Tukang Besi 0.004 Oh Mandor

6.

Pembesian 10 kg dengan besi ulir Bahan : 10.500 kg Besi beton ulir 0.150 kg Kawat beton Upah : 0.070 Oh Pekerja 0.070 Oh Tukang besi 0.007 Oh Kepala Tukang Besi 0.004 Oh Mandor

7.

Memasang 1,00 m² bekisting untuk pondasi : Bahan : 0.040 M3 Kayu begesting kelas III 0.300 Kg Paku 5 cm - 10 cm 0.100 Ltr Minyak bekisting Upah : 0.520 Oh Pekerja

1.05 0.02

0.260 0.026 0.026

Oh Oh Oh

Tukang Kayu Kepala Tukang Kayu Mandor

8.

Memasang 1,00 m² bekisting untuk Sloof : Bahan : 0.045 M3 Kayu begesting kelas III 0.300 Kg Paku 5 cm - 10 cm 0.100 Ltr Minyak bekisting Upah : 0.520 Oh Pekerja 0.260 Oh Tukang Kayu 0.026 Oh Kepala Tukang Kayu 0.026 Oh Mandor

9.

Memasang 1,00 m² bekisting untuk Kolom : Bahan : 0.040 M3 Kayu begesting kelas III 0.400 Kg Paku 5 cm - 12 cm 0.200 Ltr Minyak bekisting 0.015 M3 Balok kayu begesting kelas II 0.350 Lbr Multiplek tebal 9 mm 2.000 Btg Dolken kayu gelam Ø 8 - 10 cm panjang 4 m Upah : 0.660 Oh Pekerja 0.330 Oh Tukang Kayu 0.033 Oh Kepala Tukang Kayu 0.033 Oh Mandor

10. Memasang 1,00 m² bekisting untuk Balok :

Bahan : 0.040 0.400 0.200 0.018 0.350 2.000 Upah : 0.660 0.330 0.033 0.033

11

M3 Kg Ltr M3 Lbr Btg

Kayu begesting kelas III Paku 5 cm - 12 cm Minyak bekisting Balok kayu begesting kelas II Plywood tebal 9 mm Dolken kayu gelam Ø 8 - 10 cm panjang 4 m

Oh Oh Oh Oh

Pekerja Tukang Kayu Kepala Tukang Kayu Mandor

Memasang 1,00 m² bekisting untuk Plat Lantai : Bahan : 0.040 M3 Kayu begesting kelas III 0.400 Kg Paku 5 cm - 12 cm 0.200 Ltr Minyak bekisting 0.015 M3 Balok kayu begesting kelas II 0.350 Lbr Plywood tebal 9 mm 6.000 Btg Dolken kayu gelam Ø 8 - 10 cm panjang 4 m Upah : 0.660 Oh Pekerja 0.330 Oh Tukang Kayu 0.033 Oh Kepala Tukang Kayu 0.033 Oh Mandor

12. Memasang 1,00 m² bekisting untuk dinding : Bahan : 0.030 M3 Kayu begesting kelas III 0.400 Kg Paku 5 cm - 12 cm 0.200 Ltr Minyak bekisting 0.020 M3 Balok kayu begesting kelas II 0.350 Lbr Plywood tebal 9 mm

6.000 4.000 Upah : 0.660 0.330 0.033 0.033

Btg Bh

Dolken kayu gelam Ø 8 - 10 cm panjang 4 m Penjaga jarak begesting

Oh Oh Oh Oh

Pekerja Tukang Kayu Kepala Tukang Kayu Mandor

13. 1 m3 Membuat Strous Ø 30 cm 1.000 M3 Beton Bertulang, K225 147.205 Kg Pembesian dengan besi ulir 53.333 Kg Pembesian dengan besi polos 14. 1 m3 Membuat Poer P1 ( 50x50x50 cm ) 1.000 M3 Beton Berstruktur K 300 217.568 Kg Pembesian dengan besi ulir 8.000 M2 Pasang Bekisting 15. 1 m3 Membuat Poer P2 ( 170x170x50 cm ) 1.000 M3 Beton Berstruktur K 300 144.252 Kg Pembesian dengan besi ulir 2.353 M2 Pasang Bekisting 16. 1 m3 Membuat Poer P3 ( 210x21x50 cm ) 1.000 M3 Beton Berstruktur K 300 137.141 Kg Pembesian dengan besi ulir 1.905 M2 Pasang Bekisting 17. Membuat 1 m3 Sloof 1.000 M3 134.583 Kg 82.667 Kg 8.000 M2

SL1 (25/50 cm) Beton Berstruktur K 300 Pembesian dengan besi ulir Pembesian dengan besi polos Pasang Bekisting 2x pakai

18. Membuat 1 m3 Sloof SL2 (20/30 cm) 1.000 M3 Beton Berstruktur K 300

140.000 50.000 10.000

Kg Kg M2

19. Membuat 1 m3 Sloof 1.000 M3 239.087 Kg 13.332 M2

Pembesian dengan besi ulir Pembesian dengan besi polos Pasang Bekisting 2x pakai SL3 (15/20 cm) Beton Berstruktur K 225 Pembesian dengan besi polos Pasang Bekisting

20. Membuat 1 m3 Sloof , kolom praktis , balok latei, ringbalk 10/15 1.000 M3 Beton Berstruktur K 225 205.422 Kg Pembesian dengan besi polos 16.000 M2 Pasang Bekisting 2x pakai 21. Membuat 1 m3 Kolom 1.000 M3 107.040 Kg 36.322 Kg 8.000 M2

K1 (50x50cm) Beton Berstruktur K 300 Pembesian dengan besi ulir Pembesian dengan besi polos Pasang Bekisting 2x pakai

22. Membuat 1 m3 Kolom 1.000 M3 140.444 Kg 56.833 Kg 13.333 M2

K2 (30x30 cm) Beton Berstruktur K 300 Pembesian dengan besi ulir Pembesian dengan besi polos Pasang Bekisting 2x pakai

23. Membuat 1 m3 Kolom 1.000 M3 184.888 Kg 53.333 Kg 13.333 M2

15x30 cm Beton Berstruktur K 300 Pembesian dengan besi ulir Pembesian dengan besi polos Pasang Bekisting 2x pakai

24. Membuat 1 m3 Balok B1 (25/50 cm) 1.000 M3 Beton Berstruktur K 300 166.514 Kg Pembesian dengan besi ulir 143.604 Kg Pembesian dengan besi polos 8.080 M2 Pasang Bekisting 2x pakai 25. Membuat 1 m3 Balok B2 (30/50 cm) 1.000 M3 Beton Berstruktur K 300

159.215 85.955 7.067

Kg Kg M2

Pembesian dengan besi ulir Pembesian dengan besi polos Pasang Bekisting 2x pakai

26. Membuat 1 m3 Balok B3 (25/45 cm) 1.000 M3 Beton Berstruktur K 300 113.486 Kg Pembesian dengan besi ulir 44.600 Kg Pembesian dengan besi polos 8.089 M2 Pasang Bekisting 2x pakai 27. Membuat 1 m3 Balok B4 (25/50 cm) 1.000 M3 Beton Berstruktur K 300 145.500 Kg Pembesian dengan besi ulir 45.630 Kg Pembesian dengan besi polos 8.480 M2 Pasang Bekisting 2x pakai 28. Membuat 1 m3 Balok B5 (30/60 cm) 1.000 M3 Beton Berstruktur K 300 96.556 Kg Pembesian dengan besi ulir 73.194 Kg Pembesian dengan besi polos 7.000 M2 Pasang Bekisting 2x pakai 29. Membuat 1 m3 Balok B6 (20/30 cm) 1.000 M3 Beton Berstruktur K 300 162.857 Kg Pembesian dengan besi ulir 44.982 Kg Pembesian dengan besi polos 11.333 M2 Pasang Bekisting 2x pakai 30. Membuat 1 m3 Balok 1.000 M3 166.074 Kg 14.444 M2

(15/30 cm) Beton Berstruktur K 300 Pembesian dengan besi polos Pasang Bekisting 2x pakai

31. Membuat 1 m3 Ringbalk RB1 (25/45 cm) 1.000 M3 Beton Berstruktur K 300 119.791 Kg Pembesian dengan besi ulir 45.880 Kg Pembesian dengan besi polos 10.222 M2 Pasang Bekisting 2x pakai

32. Membuat 1 m3 Ringbalk RB2 (30/50 cm) 1.000 M3 Beton Berstruktur K 300 125.196 Kg Pembesian dengan besi ulir 41.905 Kg Pembesian dengan besi polos 8.667 M2 Pasang Bekisting 2x pakai 33. Membuat 1 m3 Ringbalk RB3 (30/60 cm) 1.000 M3 Beton Berstruktur K 300 141.325 Kg Pembesian dengan besi ulir 56.501 Kg Pembesian dengan besi polos 8.333 M2 Pasang Bekisting 2x pakai 34. Membuat 1 m3 plat dek t. 12 cm 1.000 M3 Beton Berstruktur K 300 119.870 Kg Pembesian dengan besi polos 8.333 M2 Pasang Bekisting 2x pakai 35. Membuat 1 m3 plat dek t. 12 cm tulangan rangkap 1.000 M3 Beton Berstruktur K 300 137.780 Kg Pembesian dengan besi polos 8.330 M2 Pasang Bekisting 2x pakai 36. Membuat 1 m3 plat t. 10 cm 1.000 M3 Beton Berstruktur K 300 156.700 Kg Pembesian dengan besi polos 10.000 M2 Pasang Bekisting 2x pakai 37. 1 m3 Membuat Listplank beton tebal 10 cm 1.000 M3 Beton Berstruktur K 300 140.212 140.212 Pembesian dengan besi polos 20.000 20 Pasang Bekisting 38. Membuat 1 m3 Plat Tangga dan Bordes tebal 15 cm 1.000 M3 Beton Berstruktur K 300 152.610 Kg Pembesian dengan besi ulir 136.302 Kg Pembesian dengan besi polos 6.667 M2 Pasang Bekisting 2x pakai

39. 1 m3 Membuat plat leuvel tebal 10 cm 1.000 M3 Beton Berstruktur K 300 146.412 Kg Pembesian dengan besi polos 11.000 M2 Pasang Bekisting 40. 1 m3 Membuat beton fasade tebal 15 cm 1.000 M3 Beton Berstruktur K 300 95.743 140.212 Pembesian dengan besi polos 13.333 20 Pasang Bekisting 41. Membuat 1 m3 lantai rabat beton bertulang tebal 10 cm 1.000 M3 Rabat beton 82.67 Kg Pembesian dengan besi polos

V. SNI. 6897-2008 PEKERJAAN PASANGAN 1. 1,00 M2 Pasangan Bata Ringan (Tembok) ukuran 20x60 cm tebal 10 cm Bahan : 9.167 Bh Bata Ringan uk. 20x60 cm tebal 10 cm 0.110 Zak Semen instan pasangan Upah : 0.300 Oh Pekerja 0.100 Oh Tukang Batu 0.010 Oh Kepala Tukang Batu 0.015 Oh Mandor

2.

1,00 M2 Pasangan Bata Merah (Tembok) ukuran (5 x 11 x 22) Tebal 1 Bata Camp. 1 Pc : 3 Ps Bahan : 140.000 Bh Bata Merah 32.950 Kg Semen ( PC ) 0.091 M3 Pasir Pasang Upah : 0.600 Oh Pekerja 0.200 Oh Tukang Batu 0.020 Oh Kepala Tukang Batu 0.030 Oh Mandor

3.

1,00 M2 Pasangan Bata Merah (Tembok) ukuran (5 x 11 x 22) Tebal 1/2 Bata Camp. 1 Pc : 3 Ps Bahan : 70.000 Bh Bata Merah 14.370 Kg Semen ( PC ) 0.040 M3 Pasir Pasang Upah : 0.300 Oh Pekerja 0.100 Oh Tukang Batu 0.010 Oh Kepala Tukang Batu 0.015 Oh Mandor

4.

1,00 M2 Pasangan Bata Merah (Tembok) ukuran (5 x 11 x 22) Tebal 1/2 Bata Camp. 1 Pc : 5 Ps Bahan : 70.000 Bh Bata Merah 9.680 Kg Semen ( PC ) 0.045 M3 Pasir Pasang Upah : 0.300 Oh Pekerja 0.100 Oh Tukang Batu 0.010 Oh Kepala Tukang Batu 0.015 Oh Mandor

5.

1,00 M2 Pasangan Bata Merah (Kosongan) ukuran (5 x 11 x 22) Tebal 1 Bata Bahan : 180.000 Bh Bata Merah Upah : 0.600 Oh Pekerja 0.200 Oh Tukang Batu 0.020 Oh Kepala Tukang Batu 0.030 Oh Mandor

6.

1,00 M2 Pasangan dinding roster /terawang (12x11x24) cm Bahan : 36.000 Bh Roster terawang 12.800 Kg Semen ( PC ) 0.035 M3 Pasir Pasang Upah : 0.300 Oh Pekerja 0.100 Oh Tukang Batu 0.010 Oh Kepala Tukang Batu 0.015 Oh Mandor

7.

1,00 M2 Pasangan dinding roster beton salib Bahan : 12.500 Bh Roster salib beton uk. 10x20x40 cm 12.800 Kg Semen ( PC ) 0.035 M3 Pasir Pasang Upah : 0.300 Oh Pekerja 0.100 Oh Tukang Batu 0.010 Oh Kepala Tukang Batu 0.015 Oh Mandor

8.

Septictank + Resapan 3 Kompartemen Ukuran Sedang ( 3,15 x 1,15 x 1,50 ) A. Septictank Bahan : 6.237 M3 Galian Tanah 2.060 M3 Urugan kembali 17.748 M2 Pasangan 1/2 Bata 1 : 3 18.545 M2 Plesteran 1 : 3 0.533 M3 Balok Beton 15/15 0.362 M3 Plat Beton Bahan : 7.212 5.652 2.980

M3 M2 M2

Galian Tanah Pasangan batu bata kosongan Pasangan 1 Bata 1 : 3

0.212 2.000 1.399 5.181

9.

M3 M' M3 Kg

Plat Beton Pipa PVC Ø 3" Kerikil Ijuk

1,00 M¹ Pasang Saluran U Gutter 300/300x600 mm Bahan : 1.667 Pcs U Gutter 300/300x600 mm Upah Pemasangan : 1.667 Pcs U Gutter 300x300x600 mm

10. 1,00 M¹ Pasang Saluran U Gutter 300/300x600 mm Bahan : 1.667 Pcs U Gutter 300/300x600 mm 1.250 Pcs Cover 400x600x80 mm Upah Pemasangan : 1.667 Pcs U Gutter 300x300x600 mm 1.250 Pcs Cover 400x600x80 mm

VI. SNI. 2837-2008 PEKERJAAN PLESTERAN 1. 1 m2 Plesteran bata ringan Bahan : 0.550 Zak Semen instan plesteran Upah : 0.200 Oh Pekerja 0.100 Oh Tukang Batu 0.010 Oh Kepala Tukang Batu 0.010 Oh Mandor

2.

1 m2 Acian bata ringan

Bahan : 0.070 Upah : 0.200 0.100 0.010 0.010

3.

Zak

Semen instan acian

Oh Oh Oh Oh

Pekerja Tukang Batu Kepala Tukang Batu Mandor

1 m1 Benangan + Tali air bata ringan Bahan : 0.030 Upah : 0.150 0.070 0.007 0.008

Zak

Semen instan acian

Oh Oh Oh Oh

Pekerja Tukang Batu Kepala Tukang Batu Mandor

4.

1,00 M² Plesteran Tembok Camp. 1 Pc : 3 Ps Tebal 15 mm Bahan : 7.776 Kg Semen ( PC ) 0.023 M3 Pasir Pasang Upah : 0.300 Oh Pekerja 0.150 Oh Tukang Batu 0.015 Oh Kepala Tukang Batu 0.015 Oh Mandor

5.

1,00 M² Plesteran Tembok Camp. 1 Pc : 5 Ps Tebal 15 mm Bahan : 5.184 Kg Semen ( PC ) 0.026 M3 Pasir Pasang Upah : 0.300 Oh Pekerja

0.150 0.015 0.015

6.

Kg

Semen ( PC )

Oh Oh Oh Oh

Pekerja Tukang Batu Kepala Tukang Batu Mandor

1 m1 Benangan + Tali air Bahan : 0.130 0.009 Upah : 0.120

8.

Tukang Batu Kepala Tukang Batu Mandor

1 m2 Acian Bahan : 3.250 Upah : 0.200 0.100 0.010 0.010

7.

Oh Oh Oh

Kg M3

Semen ( PC ) Pasir Pasang

Oh

Tukang Batu

Kg M3

Semen ( PC ) Pasir Pasang

Oh Oh Oh Oh

Pekerja Tukang Batu Kepala Tukang Batu Mandor

1 m1 Kol - kolan Bahan : 0.500 0.002 Upah : 0.057 0.038 0.038 0.002

VII. SNI. 7393-2008 PEKERJAAN BESI DAN ALUMUNIUM

1.

Memasang 1 Kg rangka kuda - kuda baja WF Bahan : 1.150 Kg Besi baja WF 0.010 Kg Elektroda Upah : 0.060 Oh Pekerja 0.060 Oh Tukang Las 0.006 Oh Kepala Tukang 0.003 Oh Mandor Alat : 0.008 Hari Sewa alat

2.

Memasang 1 Kg Gording Baja Kanal C Bahan : 1.150 Kg Besi baja Kanal C 0.010 Kg Elektroda Upah : 0.060 Oh Pekerja 0.060 Oh Tukang Las 0.006 Oh Kepala Tukang 0.003 Oh Mandor Alat : 0.008 Hari Sewa alat

3.

Memasang 1 Kg besi plat Bahan : 1.150 Kg Besi baja plat 0.010 Kg Elektroda Upah : 0.060 0.060 0.006 0.003 Alat : 0.008

Oh Oh Oh Oh

Pekerja Tukang Las Kepala Tukang Mandor

Hari

Sewa alat

4.

Memasang 1 M2 Usuk Galvalum C 75 mm tebal 1 mm + Reng U 40 mm tebal 0,5 mm Bahan : 2.100 M1 Usuk Galvalum C 75 tebal 1 mm 4.100 M1 Reng Galvalum U 40 tebal 0,5 mm 16.000 Bh Baut/Sekrup Upah : 0.400 Oh Pekerja 0.100 Oh Tukang Besi 0.010 Oh Kepala Tukang Besi 0.005 Oh Mandor Alat : 0.008 Hari Sewa alat

5.

Memasang 1 m¹ Sielent Bahan : 0.100 Tube Sielent Upah : 0.018 Oh Pekerja 0.018 Oh Tukang 0.0009 Oh Kepala Tukang 0.0005 Oh Mandor

6.

Memasang 1 m¹ kusen alluminium 4" warna brown Bahan : 1.100 M Aluminium 4'' warna brown 2.000 Bh Skrup fischer 0.060 Tube Sielent Upah : 0.043 Oh Pekerja 0.043 Oh Tukang Alluminium / Kaca 0.0043 Oh Kepala Tukang 0.0021 Oh Mandor

7.

Memasang 1 m2 pintu kaca rangka alluminium warna brown Bahan :

4.100 1.100 0.480 Upah : 0.085 0.085 0.009 0.005

M1 Pintu alluminium warna brown M2 Kaca polos tebal 5 mm Tube Sielent Oh Oh Oh Oh

Pekerja Tukang Alluminium / Kaca Kepala Tukang Mandor

8.

Memasang 1 m2 daun jendela kaca dan BV rangka aluminium warna brown Bahan : 4.1000 M' Slimar Jendela Aluminium warna brown 0.4800 Tube Sielent 1.1000 M2 Kaca Polos t = 5 mm Upah : 0.136 Oh Pekerja 0.200 Oh Tukang Alluminium / Kaca 0.200 Oh Kepala Tukang Alluminium / Kaca 0.040 Oh Mandor

9.

Memasang 1 m1 slimar jendela aluminium curtainwall Bahan : 1.1000 M' Slimar Jendela Aluminium curtailwall 0.1200 Tube Sielent Upah : 0.034 Oh Pekerja 0.050 Oh Tukang Alluminium / Kaca 0.050 Oh Kepala Tukang Alluminium / Kaca 0.010 Oh Mandor

10. 1,00 M2 Pasangan Aluminium Composit Panel (ACP) PVDF tebal 4 mm + rangka hollow galvanis 40x40 Bahan : 3.002 M¹ Pipa hollow galvanis 40x40 mm tebal 1,2 mm 0.382 Lbr ACP PVDF uk. 122x244 cm tebal 4 mm

0.430 21.600

M¹ bh

Aluminium Siku 30 x 30 mm skrup

Upah : 0.960 1.000 0.080 0.060

Oh Oh Oh Oh

Pekerja Tukang Alucopan Kepala Tukang Mandor

VIII SNI. 3434-2008 PEKERJAAN KAYU 1. 1,00 M¹ Pasang Papan Ruiter 2/20 Bahan : 0.004 M¹ Papan Mranti 2/20 0.050 Kg Paku 2,5 - 5 cm Upah : 0.100 Oh Pekerja 0.200 Oh Tukang Kayu 0.020 Oh Kepala Tukang Kayu 0.005 Oh Mandor

2.

1,00 M¹ Pasang Double Kalsiplank lebar 30 cm tebal 8 mm Bahan : 2.200 M¹ Double Kalsiplank lebar 30 cm tebal 8 mm 0.100 Kg Paku 2,5 - 5 cm Upah : 0.200 Oh Pekerja 0.400 Oh Tukang Kayu 0.040 Oh Kepala Tukang Kayu 0.010 Oh Mandor

3.

1,00 M¹ Pasang Talang seng BJLS 30 lebar 90 cm rangka siku 30.30.3 Bahan : 6.528 Kg Besi siku 30.30.3

0.016 1.000 0.010 Upah : 0.500 0.800 0.080 0.025

M3 M¹ Kg

Kayu meranti papan 2/20 Seng galvalum lebar 90 cm tebal 0,4 mm Elektroda

Oh Oh Oh Oh

Pekerja Tukang Kayu Kepala Tukang Kayu Mandor

IX SNI. 00-0000-2008 PEKERJAAN PENUTUP ATAP 1. 1 M² Pasang atap metal roof Bahan : 1.020 M2 Metal roof 0.200 Kg Paku Upah : 0.200 Oh Pekerja 0.100 Oh Tukang Kayu 0.010 Oh Kepala Tukang Kayu 0.001 Oh Mandor

2.

X

1 M' Pasang bubungan/nok metal roof Bahan : 1.100 Bh Nok metal roof 0.050 Kg Paku 1/2" - 1" Upah : 0.250 Oh Pekerja 0.150 Oh Tukang Kayu 0.015 Oh Kepala Tukang Kayu 0.013 Oh Mandor

SNI. 2839-2008 PEKERJAAN LANGIT-LANGIT 1. 1,00 M² Pasang Rangka Langit-langit (60x120) cm, Cross-T, Main-T Bahan : 0.875 M¹ Main-T 1.750 M¹ Cross-T 120 cm

0.4400 1.000 1.000 1.050 Upah : 0.200 0.300 0.030 0.010

M¹ Bh Bh bh

Wall Angle 20 x20 mm Penggantung Angle Clip Ramset

Oh Oh Oh Oh

Pekerja Tukang Kayu Kepala Tukang Kayu Mandor

2.

1,00 M² Langit-Langit Gypsum Tile ukuran 60 x 120 cm, tebal 9 mm Bahan : 1.000 lbr Gypsum Tile 60 x 120 cm tebal 9 mm Upah : 0.100 Oh Pekerja 0.050 Oh Tukang Kayu 0.005 Oh Kepala Tukang Kayu 0.005 Oh Mandor

3.

1,00 M2 Langit-Langit Calsiboard uk 60x120 tebal 6 mm Bahan : 0.242 Lbr Kalsiboard tebal 6 mm Upah : 0.030 Oh Pekerja 0.070 Oh Tukang Kayu 0.007 Oh Kepala Tukang Kayu 0.004 Oh Mandor

4.

1,00 M² Pasang Rangka Langit-langit Hollow Galvanis 40x40+20x40 tebal 0,6 mm Bahan : 0.8750 m1 Hollow galvanis 40x40 tebal 0,6 mm 1.7500 m1 Hollow galvanis 20x40 tebal 0,6 mm 0.5080 m1 Wall Angel 1.0000 Bh Threaded Rod/Kawat penggantung

6.0000 Upah : 0.150 0.150 0.030 0.010

Bh

Skrup

Oh Oh Oh Oh

Pekerja Tukang Kayu Kepala Tukang Kayu Mandor

5.

1,00 M2 Langit-Langit Gypsumboard uk 120x240 tebal 9 mm Bahan : 0.360 M2 Gypsumboard uk. 120x240 cm tebal 9 mm 0.840 M¹ Join tape 0.300 Kg Jointing coumpound 6.000 Bh Skrup Upah : 0.030 Oh Pekerja 0.070 Oh Tukang Kayu 0.007 Oh Kepala Tukang Kayu 0.004 Oh Mandor

6.

1,00 M' Pasang List plafond Gypsum profil Bahan : 1.050 M' List Gypsum Profil 0.150 Kg Tepung gypsum Upah : 0.060 Oh Pekerja 0.060 Oh Tukang Kayu 0.006 Oh Kepala Tukang Kayu 0.003 Oh Mandor

7.

1,00 M' Pasang List plafond kayu 1 x 5 cm Bahan : 1.050 M' List kayu 1 x 5 cm 0.150 Kg Tepung gypsum Upah :

0.060 0.060 0.006 0.003

Oh Oh Oh Oh

Pekerja Tukang Kayu Kepala Tukang Kayu Mandor

XI SNI. 7395-2008 PEKERJAAN PENUTUP LANTAI DAN DINDING 1. Memasang 1 M2 Lantai Keramik ukuran 40 x 40 cm Bahan : 1.06 M2 Keramik 40 x 40 cm 10.00 Kg Semen ( PC ) 0.045 M3 Pasir Pasang 0.200 Kg Semen Warna Upah : 0.700 Oh Pekerja 0.350 Oh Tukang Batu 0.035 Oh Kepala Tukang Batu 0.035 Oh Mandor

2.

Memasang 1 M1 Plin Lantai Keramik 10 x 40 cm Bahan : 1.100 m1 Plin keramik 10 x 40 cm 1.14 Kg Semen ( PC ) 0.003 M3 Pasir Pasang 0.025 Kg Semen Warna Upah : 0.090 Oh Pekerja 0.090 Oh Tukang Batu 0.009 Oh Kepala Tukang Batu 0.005 Oh Mandor

3.

Memasang 1 M2 Lantai KM/WC Keramik ukuran 25x25 cm Bahan : 1.06 M2 Keramik 25x25 cm 10.00 Kg Semen ( PC )

0.045 0.200 Upah : 0.700 0.350 0.035 0.035

M3 Kg

Pasir Pasang Semen Warna

Oh Oh Oh Oh

Pekerja Tukang Batu Kepala Tukang Batu Mandor

4.

Memasang 1 M2 dinding keramik ukuran 25 x 40 cm Bahan : 1.060 M2 Keramik 25 x 40 cm 9.30 Kg Semen ( PC ) 0.018 M3 Pasir Pasang 0.200 Kg Semen Warna Upah : 0.900 Oh Pekerja 0.450 Oh Tukang Batu 0.045 Oh Kepala Tukang Batu 0.045 Oh Mandor

5.

Memasang 1 M1 Stepnose tangga Keramik ukuran 7 cm Bahan : 2.500 Bh Stepnose Keramik ukuran 7x40 cm 1.14 Kg Semen ( PC ) 0.003 M3 Pasir Pasang 0.025 Kg Semen Warna Upah : 0.090 Oh Pekerja 0.090 Oh Tukang Batu 0.009 Oh Kepala Tukang Batu 0.005 Oh Mandor

6.

Memasang 1 Unit Lantai Keramik pola kusus ukuran 320x320 cm

Bahan : 10.24 102.40 0.461 2.048 Upah : 7.168 3.584 0.358 0.358

M2 Kg M3 Kg

Keramik pola kusus 320x320 cm Semen ( PC ) Pasir Pasang Semen Warna

Oh Oh Oh Oh

Pekerja Tukang Batu Kepala Tukang Batu Mandor

XII SNI. 03-3434-2002 PEKERJAAN KAYU (KUSEN, PINTU, JENDELA) 1. 1,00 M² Pasang daun pintu double triplek tebal 6 mm lapis HPL rangka kayu kamper Bahan : 0.0250 M3 Papan kayu kamper 3/10 0.030 Kg Paku 1 cm - 2,5 cm 0.800 Kg Lem Kayu 1.000 lbr Triplek tebal 6 mm 1.000 lbr HPL Upah : 0.850 Oh Pekerja 2.550 Oh Tukang Kayu 0.255 Oh Kepala Tukang Kayu 0.043 Oh Mandor

2.

1,00 M² Pasang daun pintu double triplek tebal 6 mm lapis HPL+kaca intip uk. 15x90 cm rangka kayu ka Bahan : 0.0250 M3 Papan kayu kamper 3/10 0.030 Kg Paku 1 cm - 2,5 cm 0.800 Kg Lem Kayu 1.000 lbr Triplek tebal 6 mm 1.000 lbr HPL 0.034 m2 Kaca uk. 15x90 cm tebal 5 mm Upah : 0.850 Oh Pekerja 2.550 Oh Tukang Kayu

0.255 0.043

3.

Oh Oh

Kepala Tukang Kayu Mandor

1,00 M² Pasang partisi double Kalsipart tebal 8 mm rangka metal stud 76 mm tebal 0,45 mm Bahan : 2.2200 m¹ Metal stud C 76 mm tebal 0,45 mm 1.1100 m¹ Metal stud U 76 mm tebal 0,45 mm 29.000 bh Skrup 0.740 lbr Kalsipart tebal 8 mm ( R2 ) Upah : 0.200 Oh Pekerja 0.600 Oh Tukang Kayu 0.060 Oh Kepala Tukang Kayu 0.010 Oh Mandor

XIII SNI. 00-0000-2002 PEKERJAAN KUNCI DAN KACA 1.

1,00 Buah Pasang Kunci Tanam Besar 2 x Putar Bahan : 1.000 Bh Kunci tanam besar 2 x putar Upah : 0.010 Oh Pekerja 0.500 Oh Tukang Kayu 0.010 Oh Kepala Tukang Kayu 0.005 Oh Mandor

2.

1,00 Buah Pasang Kunci Pintu Sliding Bahan : 1.000 Bh Kunci pinru sliding Upah : 0.010 Oh Pekerja 0.500 Oh Tukang Kayu 0.010 Oh Kepala Tukang Kayu

0.005

Oh

Mandor

3.

1,00 Buah Pasang Kunci Tanam Toilet Bahan : 1.000 Bh Kunci tanam Upah : 0.010 Oh Pekerja 0.500 Oh Tukang Kayu 0.010 Oh Kepala Tukang Kayu 0.005 Oh Mandor

4.

1,00 bh Pasang Engsel Pintu Bahan : 1.000 bh Engsel Pintu Upah : 0.015 Oh Pekerja 0.150 Oh Tukang Kayu 0.015 Oh Kepala Tukang Kayu 0.00075 Oh Mandor

5.

1,00 bh Pasang Engsel Jendela Casement 16" Bahan : 1.000 bh Engsel Casement 16" Dekson Upah : 0.010 Oh Pekerja 0.100 Oh Tukang Kayu 0.010 Oh Kepala Tukang Kayu 0.00050 Oh Mandor

6.

1,00 bh Pasang Engsel Jendela Casement 12" Bahan :

1.000 Upah : 0.010 0.100 0.010 0.00050

bh

Engsel Casement 12" Dekson

Oh Oh Oh Oh

Pekerja Tukang Kayu Kepala Tukang Kayu Mandor

7.

1,00 Buah Pasang rel pintu dorong Bahan : 1.000 Bh Rel pintu dorong Upah : 0.060 Oh Pekerja 0.600 Oh Tukang Kayu 0.060 Oh Kepala Tukang Kayu 0.003 Oh Mandor

8.

1,00 Buah Pasang Grendel Jendela Bahan : 1.000 Bh Grendel Jendela/Rambuncis ex Dekson Upah : 0.010 Oh Pekerja 0.100 Oh Tukang Kayu 0.010 Oh Kepala Tukang Kayu 0.0005 Oh Mandor

9.

1,00 Buah Pasang Grendel tanam pintu Bahan : 1.000 Bh Grendel tanam Upah : 0.010 Oh Pekerja 0.100 Oh Tukang Kayu 0.010 Oh Kepala Tukang Kayu 0.0005 Oh Mandor

10. 1,00 M2 Pasang Kaca polos t = 5 mm Bahan : 1.100 M2 Kaca Polos 5 mm Upah : 0.015 Oh Pekerja 0.150 Oh Tukang Kayu 0.015 Oh Kepala Tukang Kayu 0.00075 Oh Mandor

11. 1,00 M2 Pasang Kaca polos t = 8 mm Bahan : 1.100 M2 Kaca Polos 8 mm Upah : 0.015 Oh Pekerja 0.150 Oh Tukang Kayu 0.015 Oh Kepala Tukang Kayu 0.00075 Oh Mandor

12. 1,00 M2 Pasang Kaca panasap warna hijau tebal 8 mm Bahan : 1.100 M2 Kaca panasap warna hijau tebal 8 mm Upah : 0.017 Oh Pekerja 0.165 Oh Tukang Kayu 0.017 Oh Kepala Tukang Kayu 0.00080 Oh Mandor

13. 1,00 M2 Pasang Kaca cermin t =5 mm Bahan : 1.100 M2 Kaca cermin 5 mm Upah :

0.015 0.150 0.015 0.00075

Oh Oh Oh Oh

Pekerja Tukang Kayu Kepala Tukang Kayu Mandor

XIV SNI. 00-0000-2008 PEKERJAAN PIPA DAN SANITER 1 Memasang 1 Buah Kloset duduk komplit asessories Bahan : 1.000 Bh Kloset duduk komplit asessories 0.060 % Perlengkapan ( 6% harga Kloset ) Upah : 3.300 Oh Pekerja 1.100 Oh Tukang Batu 0.001 Oh Kepala Tukang 0.160 Oh Mandor

2.

Memasang 1 Buah Closet Jongkok Bahan : 1.000 Bh Closet Jongkok 6.000 Kg Semen (Pc) 0.010 M3 Pasir Pasang Upah : 1.000 Oh Pekerja 1.500 Oh Tukang Batu 0.150 Oh Kepala Tukang Batu 0.160 Oh Mandor

3.

Memasang 1 Buah Wastafel komplit asessories Bahan : 1.000 Bh Wastafel dinding+ asessories 0.120 % Perlengkapan ( 12% harga wastafel ) Upah : 1.200 Oh Pekerja 1.450 Oh Tukang Batu 0.150 Oh Kepala Tukang Batu

0.100

Oh

Mandor

4.

Memasang 1 Buah Bak cuci/ Kichen Zink Bahan : 1.000 Bh Bak cuci/ Kichen Zink Upah : 1.200 Oh Pekerja 1.450 Oh Tukang Batu 0.150 Oh Kepala Tukang Batu 0.100 Oh Mandor

5.

Memasang 1 Buah Kran Air Ø 1/2" Bahan : 1.000 Bh Kran Air Ø 1/2" 0.025 Bh Seal Tape Upah : 0.100 Oh Tukang Batu 0.010 Oh Kepala Tukang Batu

6.

Memasang 1 Buah Kran Air Leher Angsa Ø 1/2" Bahan : 1.000 Bh Kran Air Leher Angsa Ø 1/2" 0.025 Bh Seal Tape Upah : 0.100 Oh Tukang Batu 0.010 Oh Kepala Tukang Batu

7.

Memasang 1 Buah Kran Wastafel Bahan : 1.000 Bh Kran Wastafel 0.025 Bh Seal Tape

Upah : 0.100 0.010

Oh Oh

Tukang Batu Kepala Tukang Batu

8.

Memasang 1 Buah Jet Washer Bahan : 1.000 Bh Jet Washer 0.025 Bh Seal Tape Upah : 0.100 Oh Tukang Batu 0.010 Oh Kepala Tukang Batu

9.

Memasang 1 Buah Floor Drain / Avour lantai Bahan : 1.000 Bh Floor Drain Upah : 0.100 Oh Tukang Batu 0.010 Oh Kepala Tukang Batu

10. Memasang 1 Buah Avour bak mandi Bahan : 1.000 Bh Avour bak mandi Upah : 0.100 Oh Tukang Batu 0.010 Oh Kepala Tukang Batu

11. Memasang 1 M' Pipa PVC Ø 1/2" AW Bahan : 1.200 M' Pipa PVC Ø 1/2" AW 0.350 % Perlengkapan ( 35% harga pipa ) Upah : 0.036 Oh Pekerja 0.060 Oh Tukang

0.006 0.0018

Oh Oh

Kepala Tukang Mandor

12. Memasang 1 M' Pipa PVC Ø 3/4" AW Bahan : 1.200 M' Pipa PVC Ø 3/4" AW 0.350 % Perlengkapan ( 35% harga pipa ) Upah : 0.036 Oh Pekerja 0.060 Oh Tukang 0.006 Oh Kepala Tukang 0.0018 Oh Mandor

13. Memasang 1 M' Pipa PVC Ø 1" AW Bahan : 1.200 M' Pipa PVC Ø 1" AW 0.350 % Perlengkapan ( 35% harga pipa ) Upah : 0.036 Oh Pekerja 0.060 Oh Tukang 0.006 Oh Kepala Tukang 0.0018 Oh Mandor

14. Memasang 1 M' Pipa PVC Ø 1½" AW Bahan : 1.200 M' Pipa PVC Ø 1½" AW 0.350 % Perlengkapan ( 35% harga pipa ) Upah : 0.054 Oh Pekerja 0.090 Oh Tukang 0.0090 Oh Kepala Tukang 0.0027 Oh Mandor

15. Memasang 1 M' Pipa PVC Ø 2" AW Bahan : 1.200 M' Pipa PVC Ø 2" AW 0.350 % Perlengkapan ( 35% harga pipa ) Upah : 0.054 Oh Pekerja 0.090 Oh Tukang 0.0090 Oh Kepala Tukang 0.0027 Oh Mandor

16. Memasang 1 M' Pipa PVC Ø 2,5" AW Bahan : 1.200 M' Pipa PVC Ø 2,5" AW 0.350 % Perlengkapan ( 35% harga pipa ) Upah : 0.036 Oh Pekerja 0.060 Oh Tukang 0.0060 Oh Kepala Tukang 0.0018 Oh Mandor

17. Memasang 1 M' Pipa PVC Ø 3" ( Type AW ) Bahan : 1.200 M' Pipa PVC Ø 3" AW 0.350 % Perlengkapan ( 35% harga pipa ) Upah : 0.081 Oh Pekerja 0.135 Oh Tukang 0.135 Oh Kepala Tukang 0.0041 Oh Mandor

18. Memasang 1 M' Pipa PVC Ø 4" ( Type AW )

Bahan : 1.200 0.350 Upah : 0.081 0.135 0.135 0.0041

M' %

Pipa PVC Ø 4" AW Perlengkapan ( 35% harga pipa )

Oh Oh Oh Oh

Pekerja Tukang Kepala Tukang Mandor

19. Memasang 1 M' Pipa PVC Ø 6" ( Type AW ) Bahan : 1.200 M' Pipa PVC Ø 6" AW 0.350 % Perlengkapan ( 35% harga pipa ) Upah : 0.081 Oh Pekerja 0.135 Oh Tukang 0.135 Oh Kepala Tukang 0.0041 Oh Mandor

20. Memasang 1 Buah Roof Drain Ø 4" Bahan : 1.000 Bh Roof Drain Ø 4" Upah : 0.200 Oh Tukang Batu 0.020 Oh Kepala Tukang Batu

XV SNI. 00-0000-2008 PEKERJAAN PENGECATAN 1. 1,00 M2 Pengecatan Dinding dan Plafond baru 2 lapis ( dengan cat tembok menggunakan roll ) Bahan : 0.100 Kg Plamir tembok 0.360 Kg Cat tembok 0.500 Lbr Kertas Gosok Upah : 0.020 Oh Pekerja

0.063 0.006 0.003

Oh Oh Oh

Tukang Cat Kepala Tukang Cat Mandor

2.

1,00 M2 Pengecatan Dinding bag. luar (exterior) dengan cat Wheathershield menggunakan roll ) Bahan : 0.100 Kg Plamir tembok 0.360 Kg Cat tembok Wheathershield 0.500 Lbr Kertas gosok Upah : 0.020 Oh Pekerja 0.063 Oh Tukang Cat 0.006 Oh Kepala Tukang Cat 0.003 Oh Mandor

3.

1,00 M2 Pekerjaan Cat Kayu Baru (1 lapis plamir,1 lapis cat dasar,2 lapis cat penutup ) Bahan : 0.200 Kg Meni kayu 0.150 Kg Plamir kayu 0.170 Kg Cat Dasar 0.260 Kg Cat penutup 2 lapis Upah : 0.070 Oh Pekerja 0.105 Oh Tukang Cat 0.0060 Oh Kepala Tukang Cat 0.0025 Oh Mandor

4.

1,00 M2 Pekerjaan Waterproofing Coating (2 lapis ) Bahan : 3.000 Kg Coating Sika 0.020 Bh Kuas Upah : 0.050 Oh Pekerja 0.075 Oh Tukang 0.008 Oh Kepala Tukang Cat

0.003

Oh

Mandor

5.

1,00 M2 Pengecatan permukaan baja secara manual sistem 1 lapis cat dengan tebal 200 um. Bahan : 0.300 Kg Cat 0.010 Bh Kuas Upah : 0.006 Oh Pekerja 0.060 Oh Tukang Cat 0.0120 Oh Kepala Tukang Cat 0.0060 Oh Mandor

6.

1,00 M2 Pengecatan permukaan baja dengan meni besi Bahan : 0.100 Kg Meni besi 0.010 Bh Kuas Upah : 0.020 Oh Pekerja 0.200 Oh Tukang Cat 0.0200 Oh Kepala Tukang Cat 0.0100 Oh Mandor

XVI PEKERJAAN LISTRIK 1. Pasang 1 unit Panel MDP lantai - 1 Bahan : 1.000 Bh Box Panel 700 x 500 x 250 mm 1.000 Bh MCCB 3P 125A/36KA 5.000 Bh MCB 3P 32A/18KA 1.000 Bh MCB 3P 16A/18KA 3.000 Bh Lampu Indikator 1.000 Lot Wiring & Material bantu Upah : 2.000 Oh Mandor 2.350 Oh Tukang Listrik 4.490 Oh Pekerja

2.

Pasang 1 unit Panel LP lantai - 1 Bahan : 1.000 Bh Box Panel 400 x 300 x 200 mm 1.000 Bh MCB 3P 32A/18KA 3.000 Bh MCB 1P 10A/6KA 6.000 Bh MCB 1P 6A/4,5KA 3.000 Bh Lampu Indikator 1.000 Lot Wiring & Material bantu Upah : 1.240 1.100 2.000

3.

Mandor Tukang Listrik Pekerja

Pasang 1 unit Panel Pompa Bahan : 1.000 Bh Box Panel 400 x 300 x 200 mm 1.000 Bh MCB 3P 32A/18KA 3.000 Bh MCB 1P 10A/6KA 3.000 Bh Lampu Indikator 1.000 Bh Wiring & Material bantu Upah : 1.240 1.100 2.000

4.

Oh Oh Oh

Oh Oh Oh

Mandor Tukang Listrik Pekerja

Pasang 1 unit Panel LP lantai - 2 Bahan : 1.000 Bh Box Panel 500 x 400 x 250 mm 1.000 Bh MCB 3P 32A/18KA 9.000 Bh MCB 1P 10A/6KA 7.000 Bh MCB 1P 6A/4,5KA 3.000 Bh Lampu Indikator 1.000 Lot Wiring & Material bantu Upah : 1.100 Oh Mandor

1.100 2.000

Oh Oh

Tukang Listrik Pekerja

5.

Pasang 1 unit Panel LP lantai - 3 Bahan : 1.000 Bh Box Panel 500 x 400 x 250 mm 1.000 Bh MCB 3P 32A/18KA 7.000 Bh MCB 1P 10A/6KA 7.000 Bh MCB 1P 6A/4,5KA 3.000 Bh Lampu Indikator 1.000 Lot Wiring & Material bantu Upah : 1.100 Oh Mandor 1.100 Oh Tukang Listrik 2.000 Oh Pekerja

6.

Pasang 1 unit Panel LP lantai - 4 Bahan : 1.000 Bh Box Panel 600 x 400 x 250 mm 1.000 Bh MCB 3P 32A/18KA 12.000 Bh MCB 1P 10A/6KA 6.000 Bh MCB 1P 6A/4,5KA 3.000 Bh Lampu Indikator 1.000 Lot Wiring & Material bantu Upah : 1.100 Oh Mandor 1.100 Oh Tukang Listrik 2.000 Oh Pekerja

7.

1 M¹ Pemasangan Kabel NYY 4x10 mm² Bahan : 1.000 M¹ Kabel NYY 4x10 mm² Upah : 0.015 Oh Mandor 0.075 Oh Tukang Listrik 0.075 Oh Pekerja

8.

1 M¹ Pemasangan Kabel NYY 4x6 mm² Bahan : 1.000 M¹ Kabel NYY 4x6 mm² Upah : 0.015 Oh Mandor 0.075 Oh Tukang Listrik 0.075 Oh Pekerja

9.

1 Titik Pemasangan Instalasi Penerangan Bahan : 10.000 M¹ Kabel NYM 3 x 2,5 mm2 10.000 M¹ Pipa Conduit Dia. 20 mm 1.000 Ls Fitting ( elbow ,male bush, Joint coupling) 1.000 Bh Tee Dos Upah : 0.100 Oh Mandor 0.200 Oh Tukang Listrik 0.150 Oh Pekerja

10. 1 Titik Pemasangan Instalasi Stop Kontak Bahan : 12.500 M¹ Kabel NYM 3 x 2,5 mm2 12.500 M¹ Pipa Conduit Dia. 20 mm 1.000 Ls Fitting ( elbow ,male bush, Joint coupling) 1.000 Bh Tee Dos Upah : 0.100 Oh Mandor 0.200 Oh Tukang Listrik 0.150 Oh Pekerja

11. 1 Titik Pemasangan Instalasi Power AC Bahan : 15.000 M¹ Kabel NYM 3 x 2,5 mm2 14.000 M¹ Pipa Conduit Dia. 20 mm

1.000 1.000 Upah : 0.250 0.250 0.500

Ls Bh

Fitting ( elbow ,male bush, Joint coupling) Tee Dos

Oh Oh Oh

Mandor Tukang Pekerja

12. 1 Titik Pemasangan Instalasi lampu PJU (tanam) Bahan : 50.000 M¹ Kabel NYM 3 x 2,5 mm2 50.000 M¹ Pipa Conduit PVC Dia. 3/4" AW 1.000 Ls Fitting ( elbow ,male bush, Joint coupling) 1.000 Bh Tee Dos Upah : 0.250 Oh Mandor 0.250 Oh Tukang 0.500 Oh Pekerja

13. 1 Titik Pemasangan Instalasi pompa tranfer Bahan : 20.000 M¹ Kabel NYM 3 x 2,5 mm2 20.000 M¹ Pipa Conduit PVC Dia. 3/4" AW 1.000 Ls Fitting ( elbow ,male bush, Joint coupling) 1.000 Bh Tee Dos Upah : 0.250 Oh Mandor 0.250 Oh Tukang 0.500 Oh Pekerja

14. 1 Bh Pemasangan Saklar Ganda Bahan : 1.000 Bh Saklar Ganda Upah : 0.050 Oh Mandor 0.200 Oh Tukang Listrik 0.001 Oh Pekerja

15. 1 Bh Pemasangan Saklar Tunggal Bahan : 1.000 Bh Saklar Tunggal Upah : 0.050 Oh Mandor 0.200 Oh Tukang Listrik 0.001 Oh Pekerja

16. 1 Bh Pemasangan Stop Kontak 1P 200 W Bahan : 1.000 Bh Stop Kontak 1P 200 W Upah : 0.050 Oh Mandor 0.200 Oh Tukang Listrik 0.001 Oh Pekerja

17. 1 Bh Pemasangan Stop Kontak AC Bahan : 1.000 Bh Stop Kontak AC Upah : 0.050 Oh Mandor 0.200 Oh Tukang Listrik 0.001 Oh Pekerja

N 1 KOTA MALANG N 1 KOTA MALANG

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

5,107,142.86 = Rp. 5,637,500.00 = Rp. 15,500.00 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp.

@ Rp. @ Rp.

61,285.71 39,462.50 310.00 = Rp. = Rp. = Rp. = Rp. 101,058.21 + Rp. Jumlah Rp.

60,000.00 100,000.00 Jumlah

= Rp. = Rp. + Rp. Rp.

Jumlah

= Rp. = Rp. Rp.

60,000.00 100,000.00

@ Rp. @ Rp. @ Rp.

60,000.00 60,000.00 100,000.00

@ Rp.

165,000.00

= Rp. = Rp. = Rp. 49,500.00 49,500.00 + Rp. Jumlah Rp.

@ Rp. @ Rp.

60,000.00 100,000.00 Jumlah

@ Rp.

175,000.00 = Rp.

@ Rp. @ Rp.

60,000.00 100,000.00 Rp.

= Rp. = Rp. Rp. Rp.

210,000.00 = Rp. = Rp. 210,000.00 + Rp. Jumlah Rp.

ai bangunan @ Rp.

110,000.00 = Rp.

@ Rp. @ Rp.

60,000.00 100,000.00 Rp.

132,000.00 = Rp. = Rp. 132,000.00 + Rp. Jumlah Rp.

@ Rp.

185,000.00

= Rp.

@ Rp.

60,000.00

= Rp.

Jumlah

@ Rp. @ Rp.

198,427.00 = Rp. 100,000.00 = Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp.

198,427.00 = Rp. 1,375.00 = Rp. 175,000.00 = Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

Rp. Rp.

238,112.40 43,200.00 = Rp. = Rp. = Rp. = Rp. 281,312.40 + Rp. Jumlah Rp.

238,112.40 187,000.00 95,200.00 = Rp. = Rp. = Rp. = Rp. 520,312.40 + Rp. Jumlah Rp.

mp (12 ± 2) cm, w/c = 0,58 @ Rp. @ Rp. @ Rp. @ Rp.

1,375.00 175,000.00 280,000.00 40.00

@ Rp. @ Rp.

60,000.00 70,000.00

= Rp. = Rp. = Rp. = Rp.

510,125.00 87,250.00 217,155.56 8,600.00 = Rp. = Rp.

@ Rp. @ Rp.

90,000.00 100,000.00 Rp.

= Rp. = Rp. 823,130.56 + Rp. Jumlah Rp.

mp (12 ± 2) cm, w/c = 0,52 @ Rp. @ Rp. @ Rp. @ Rp.

1,375.00 175,000.00 280,000.00 40.00

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00

= Rp. = Rp. = Rp. = Rp.

Rp.

567,875.00 85,125.00 211,762.96 8,600.00 = Rp. = Rp. = Rp. = Rp. 873,362.96 + Rp. Jumlah Rp.

mp (12 ± 2) cm, w/c = 0,48 @ Rp. @ Rp. @ Rp. @ Rp.

1,375.00 175,000.00 280,000.00 40.00

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00

= Rp. = Rp. = Rp. = Rp.

Rp.

@ Rp. @ Rp. @ Rp.

1,375.00 = Rp. 175,000.00 = Rp. 280,000.00 = Rp.

616,000.00 83,375.00 207,407.41 8,600.00 = Rp. = Rp. = Rp. = Rp. 915,382.41 + Rp. Jumlah Rp.

299,750.00 91,000.00 243,600.00

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

8,500.00 = Rp. 16,500.00 = Rp.

= Rp. = Rp. = Rp. = Rp. 634,350.00 + Rp. Jumlah Rp.

89,250.00 2,475.00

= Rp. = Rp. = Rp. = Rp. Rp. 91,725.00 + Rp. Jumlah Rp. Jadi, Pembesian 1 Kg dengan besi polos Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00

9,000.00 = Rp. 16,500.00 = Rp.

94,500.00 2,475.00

= Rp. = Rp. = Rp. = Rp. Rp. 96,975.00 + Rp. Jumlah Rp. Jadi, Pembesian 1 Kg dengan besi ulir : Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00

8,381,000.00 = Rp. 15,500.00 = Rp. 3,900.00 = Rp. 60,000.00

335,240.00 4,650.00 390.00 = Rp.

m panjang 4 m

@ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

70,000.00 90,000.00 100,000.00

= Rp. = Rp. = Rp. Rp. 340,280.00 + Rp. Jumlah Rp. Pemakaian begesting 2x pakai Rp.

8,381,000.00 = Rp. 15,500.00 = Rp. 3,900.00 = Rp.

377,145.00 4,650.00 390.00

60,000.00 70,000.00 90,000.00 100,000.00

= Rp. = Rp. = Rp. = Rp. Rp. 382,185.00 + Rp. Jumlah Rp. Pemakaian begesting 2x pakai Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

8,381,000.00 15,500.00 3,900.00 5,107,142.86 130,000.00 38,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

335,240.00 6,200.00 780.00 76,607.14 45,500.00 76,000.00

= Rp. = Rp. = Rp. = Rp. Rp. 540,327.14 + Rp. Jumlah Rp. Pemakaian begesting 2x pakai Rp.

m panjang 4 m

m panjang 4 m

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

8,381,000.00 15,500.00 3,900.00 5,107,142.86 130,000.00 38,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00

335,240.00 6,200.00 780.00 91,928.57 45,500.00 76,000.00

= Rp. = Rp. = Rp. = Rp. Rp. 555,648.57 + Rp. Jumlah Rp. Pemakaian begesting 2x pakai Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

8,381,000.00 15,500.00 3,900.00 5,107,142.86 130,000.00 38,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

335,240.00 6,200.00 780.00 76,607.14 45,500.00 228,000.00

= Rp. = Rp. = Rp. = Rp. Rp. 692,327.14 + Rp. Jumlah Rp. Pemakaian begesting 2x pakai Rp.

8,381,000.00 15,500.00 3,900.00 5,107,142.86 130,000.00

= Rp. = Rp. = Rp. = Rp. = Rp.

251,430.00 6,200.00 780.00 102,142.86 45,500.00

m panjang 4 m

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

@ Rp.

38,000.00 = Rp. 38,000.00 = Rp.

228,000.00 152,000.00

60,000.00 70,000.00 90,000.00 100,000.00

= Rp. = Rp. = Rp. = Rp. Rp. 786,052.86 + Rp. Jumlah Rp. Pemakaian begesting 2x pakai Rp.

952,200.56 10,710.50 10,185.50 Jumlah

= Rp. = Rp. = Rp. Rp.

Jumlah

= Rp. = Rp. = Rp. Rp.

Jumlah

= Rp. = Rp. = Rp. Rp.

21.13 Jumlah

= Rp. = Rp. = Rp. Rp.

Jumlah

= Rp. = Rp. = Rp. = Rp. Rp.

0.75 1,002,432.96 10,710.50 197,310.00 11.56 1,002,432.96 10,710.50 197,310.00 8.82 1,002,432.96 10,710.50 197,310.00

1,002,432.96 10,710.50 10,185.50 218,262.50

1,002,432.96

= Rp.

@ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

@ Rp.

10,710.50 10,185.50 218,262.50 Jumlah

= Rp. = Rp. = Rp. Rp.

Jumlah

= Rp. = Rp. = Rp. Rp.

Jumlah

= Rp. = Rp. = Rp. Rp.

Jumlah

= Rp. = Rp. = Rp. = Rp. Rp.

Jumlah

= Rp. = Rp. = Rp. = Rp. Rp.

Jumlah

= Rp. = Rp. = Rp. = Rp. Rp.

Jumlah

= Rp. = Rp. = Rp. = Rp. Rp.

952,200.56 10,185.50 218,262.50

952,200.56 10,185.50 218,262.50

1,002,432.96 10,710.50 10,185.50 304,648.57

1,002,432.96 10,710.50 10,185.50 304,648.57

1,002,432.96 10,710.50 10,185.50 304,648.57

1,002,432.96 10,710.50 10,185.50 312,309.29

1,002,432.96

= Rp.

@ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

10,710.50 10,185.50 312,309.29 Jumlah

= Rp. = Rp. = Rp. Rp.

Jumlah

= Rp. = Rp. = Rp. = Rp. Rp.

Jumlah

= Rp. = Rp. = Rp. = Rp. Rp.

Jumlah

= Rp. = Rp. = Rp. = Rp. Rp.

Jumlah

= Rp. = Rp. = Rp. = Rp. Rp.

Jumlah

= Rp. = Rp. = Rp. Rp.

1,002,432.96 10,710.50 10,185.50 312,309.29

1,002,432.96 10,710.50 10,185.50 312,309.29

1,002,432.96 10,710.50 10,185.50 312,309.29

1,002,432.96 10,710.50 10,185.50 312,309.29

1,002,432.96 10,185.50 312,309.29

1,002,432.96 10,710.50 10,185.50 312,309.29

= Rp. = Rp. = Rp. = Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

Jumlah

Rp.

Jumlah

= Rp. = Rp. = Rp. = Rp. Rp.

Jumlah

= Rp. = Rp. = Rp. = Rp. Rp.

Jumlah

= Rp. = Rp. = Rp. Rp.

Jumlah

= Rp. = Rp. = Rp. Rp.

Jumlah

= Rp. = Rp. = Rp. Rp.

Jumlah

= Rp. = Rp. = Rp. Rp.

Jumlah

= Rp. = Rp. = Rp. = Rp. Rp.

1,002,432.96 10,710.50 10,185.50 312,309.29

1,002,432.96 10,710.50 10,185.50 312,309.29

1,002,432.96 10,185.50 380,648.57

1,002,432.96 10,185.50 380,648.57

1,002,432.96 10,185.50 380,648.57

1,002,432.96 10,185.50 427,511.43

1,002,432.96 10,710.50 10,185.50 380,648.57

@ Rp. @ Rp. @ Rp.

@ Rp. @ Rp. @ Rp.

@ Rp. @ Rp.

1,002,432.96 10,185.50 380,648.57 Jumlah

= Rp. = Rp. = Rp. Rp.

Jumlah

= Rp. = Rp. = Rp. Rp.

Jumlah

= Rp. = Rp. Rp.

1,002,432.96 10,185.50 427,511.43

761,100.00 10,185.50

0x60 cm tebal 10 cm @ Rp. @ Rp.

8,500.00 = Rp. 127,750.00 = Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

77,916.67 14,052.50 = Rp. = Rp. = Rp. = Rp. 91,969.17 + Rp. Jumlah Rp.

x 11 x 22) Tebal 1 Bata Camp. 1 Pc : 3 Ps @ Rp. @ Rp. @ Rp.

500.00 = Rp. 1,375.00 = Rp. 175,000.00 = Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

70,000.00 45,306.25 15,925.00 = Rp. = Rp. = Rp. = Rp. 131,231.25 + Rp.

Jumlah

Rp.

x 11 x 22) Tebal 1/2 Bata Camp. 1 Pc : 3 Ps @ Rp. @ Rp. @ Rp.

500.00 = Rp. 1,375.00 = Rp. 175,000.00 = Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

35,000.00 19,758.75 7,000.00 = Rp. = Rp. = Rp. = Rp. 61,758.75 + Rp. Jumlah Rp.

x 11 x 22) Tebal 1/2 Bata Camp. 1 Pc : 5 Ps @ Rp. @ Rp. @ Rp.

500.00 = Rp. 1,375.00 = Rp. 175,000.00 = Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

35,000.00 13,310.00 7,875.00 = Rp. = Rp. = Rp. = Rp. 56,185.00 + Rp. Jumlah Rp.

5 x 11 x 22) Tebal 1 Bata @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

500.00 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

90,000.00 = Rp. = Rp. = Rp. = Rp. 90,000.00 + Rp. Jumlah Rp.

@ Rp. @ Rp. @ Rp.

13,787.00 = Rp. 1,375.00 = Rp. 175,000.00 = Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp.

9,500.00 = Rp. 1,375.00 = Rp. 175,000.00 = Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

496,332.00 17,600.00 6,125.00 = Rp. = Rp. = Rp. = Rp. 520,057.00 + Rp. Jumlah Rp.

118,750.00 17,600.00 6,125.00 = Rp. = Rp. = Rp. = Rp. 142,475.00 + Rp. Jumlah Rp.

ng ( 3,15 x 1,15 x 1,50 )

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

47,500.00 17,500.00 89,158.75 46,067.00 6,536,728.60 6,404,986.53

@ Rp. @ @ Rp.

47,500.00 144,800.00 89,158.75

Rp 296,257.50 Rp 36,050.00 Rp 1,582,344.92 Rp 854,312.52 Rp 3,482,769.00 Rp 2,320,206.37 8,571,940.30

B. Resapan Rp Rp Rp

342,570.00 818,409.60 265,680.59

Rp 1,357,536.89 Rp 73,612.50 Rp 391,832.00 Rp 54,400.50 3,304,042.09 Jadi Untuk Pekerjaan Septictank dan Resapan @ Rp. @ Rp. @ Rp. @ Rp.

@ Rp. @ Rp.

6,404,986.53 36,806.25 280,000.00 10,500.00

253,000.00 = Rp. 25,300.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

253,000.00 = Rp. 142,000.00 = Rp. 25,300.00 14,200.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

59,000.00 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

421,666.67 = Rp. 421,666.67 + Rp. Jumlah Rp.

421,666.67 177,500.00 = Rp. = Rp. 599,166.67 + Rp. Jumlah Rp.

32,450.00 = Rp. = Rp. = Rp. = Rp. 32,450.00 + Rp. Jumlah Rp.

@ Rp.

137,000.00 = Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp.

137,000.00 = Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp.

1,375.00 = Rp. 175,000.00 = Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp.

1,375.00 = Rp. 175,000.00 = Rp. 60,000.00

9,590.00 = Rp. = Rp. = Rp. = Rp. 9,590.00 + Rp. Jumlah Rp.

4,110.00 = Rp. = Rp. = Rp. = Rp. 4,110.00 + Rp. Jumlah Rp.

10,692.00 4,025.00 = Rp. = Rp. = Rp. = Rp. 14,717.00 + Rp. Jumlah Rp.

7,128.00 4,550.00 = Rp.

@ Rp. @ Rp. @ Rp.

70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

1,375.00 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp.

1,375.00 = Rp. 175,000.00 = Rp. 70,000.00 Rp.

@ Rp. @ Rp.

1,375.00 = Rp. 175,000.00 = Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

= Rp. = Rp. = Rp. 11,678.00 + Rp. Jumlah Rp.

4,468.75 = Rp. = Rp. = Rp. = Rp. 4,468.75 + Rp. Jumlah Rp.

178.75 1,575.00 = Rp. 1,753.75 + Rp. Jumlah Rp.

687.50 350.00 = Rp. = Rp. = Rp. = Rp. 1,037.50 + Rp. Jumlah Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

12,000.00 = Rp. 85,000.00 = Rp.

13,800.00 850.00

60,000.00 70,000.00 90,000.00 100,000.00

= Rp. = Rp. = Rp. = Rp.

@ Rp.

28,500.00 = Rp. Rp.

228.00 14,878.00 + Rp. Jumlah Rp.

@ Rp. @ Rp.

12,000.00 = Rp. 85,000.00 = Rp.

13,800.00 850.00

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00

= Rp. = Rp. = Rp. = Rp.

@ Rp.

28,500.00 = Rp. Rp.

228.00 14,878.00 + Rp. Jumlah Rp.

@ Rp. @ Rp.

17,500.00 = Rp. 85,000.00 = Rp.

20,125.00 850.00

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 28,500.00 = Rp. Rp.

= Rp. = Rp. = Rp. = Rp. 228.00 21,203.00 + Rp. Jumlah Rp.

mm + Reng U 40 mm tebal 0,5 mm @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

22,500.00 = Rp. 12,500.00 = Rp. 475.00 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00

= Rp. = Rp. = Rp. = Rp.

@ Rp.

28,500.00 = Rp. Rp.

@ Rp.

40,500.00 = Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

47,250.00 51,250.00 7,600.00

85,000.00 = Rp. 250.00 = Rp. 40,500.00 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

228.00 106,328.00 + Rp. Jumlah Rp.

4,050.00 = Rp. = Rp. = Rp. = Rp. 4,050.00 + Rp. Jumlah Rp.

93,500.00 500.00 2,430.00 = Rp. = Rp. = Rp. = Rp. 96,430.00 + Rp. Jumlah Rp.

@ Rp. @ Rp. @ Rp.

125,000.00 = Rp. 217,500.00 = Rp. 40,500.00 = Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

512,500.00 239,250.00 19,440.00 = Rp. = Rp. = Rp. = Rp. 771,190.00 + Rp. Jumlah Rp.

aluminium warna brown @ Rp. @ Rp. @ Rp.

117,000.00 Rp. 40,500.00 Rp. 95,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp.

117,000.00 Rp. 40,500.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

479,700.00 19,440.00 104,500.00 Rp. Rp. Rp. Rp. 603,640.00 + Rp. Jumlah = Rp.

128,700.00 4,860.00 Rp. Rp. Rp. Rp. 133,560.00 + Rp. Jumlah = Rp.

) PVDF tebal 4 mm + rangka hollow galvanis 40x40 mm tebal 1,2 mm

m tebal 1,2 mm

@ Rp. @ Rp.

17,833.33 = Rp. 1,250,000.00 = Rp.

53,534.76 477,430.56

m tebal 8 mm

@ Rp. @ Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

32,500.00 = Rp. 175.00 = Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

5,637,500.00 = Rp. 15,500.00 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

20,000.00 = Rp. 15,500.00 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

13,975.00 3,780.00

= Rp. = Rp. = Rp. = Rp. 548,720.32 + Rp. Jumlah Rp.

24,805.00 775.00 = Rp. = Rp. = Rp. = Rp. 25,580.00 + Rp. Jumlah Rp.

44,000.00 1,550.00 = Rp. = Rp. = Rp. = Rp. 45,550.00 + Rp. Jumlah Rp.

angka siku 30.30.3 @ Rp.

12,000.00 = Rp.

78,336.00

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

5,637,500.00 = Rp. 70,000.00 = Rp. 85,000.00 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp.

167,500.00 = Rp. 15,500.00 = Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

85,000.00 = Rp. 15,500.00 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

90,200.00 70,000.00 850.00 = Rp. = Rp. = Rp. = Rp. 239,386.00 + Rp. Jumlah Rp.

170,850.00 3,100.00 = Rp. = Rp. = Rp. = Rp. 173,950.00 + Rp. Jumlah Rp.

93,500.00 775.00 = Rp. = Rp. = Rp. = Rp. 94,275.00 + Rp. Jumlah Rp.

Cross-T, Main-T @ Rp. @ Rp.

11,861.11 = Rp. 15,750.00 = Rp.

10,378.47 27,562.50

@ Rp. @ Rp. @ Rp. @ Rp.

5,166.67 12,500.00 1,045.00 1,700.00

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00

= Rp. = Rp. = Rp. = Rp.

Rp.

2,273.33 12,500.00 1,045.00 1,785.00 = Rp. = Rp. = Rp. = Rp. 55,544.31 + Rp. Jumlah Rp.

cm, tebal 9 mm @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

29,000.00 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp.

122,500.00 = Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

29,000.00 = Rp. = Rp. = Rp. = Rp. 29,000.00 + Rp. Jumlah Rp.

29,696.97 = Rp. = Rp. = Rp. = Rp. 29,696.97 + Rp. Jumlah = Rp.

nis 40x40+20x40 tebal 0,6 mm @ Rp. @ Rp. @ Rp. @ Rp.

10,916.67 8,750.00 1,045.00 12,500.00

= Rp. = Rp. = Rp. = Rp.

9,552.08 15,312.50 530.86 12,500.00

m tebal 9 mm

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

175.00 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

73,000.00 1,000.00 10,500.00 175.00

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00

= Rp. = Rp. = Rp. = Rp.

Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

28,000.00 = Rp. 10,500.00 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp.

5,014.00 = Rp. 10,500.00 = Rp.

1,050.00 = Rp. = Rp. = Rp. = Rp. 38,945.44 + Rp. Jumlah = Rp.

26,280.00 840.00 3,150.00 1,050.00 = Rp. = Rp. = Rp. = Rp. 31,320.00 + Rp. Jumlah = Rp.

29,400.00 1,575.00 = Rp. = Rp. = Rp. = Rp. 30,975.00 + Rp. Jumlah Rp.

5,264.70 1,575.00

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

62,500.00 1,375.00 175,000.00 115,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00

= Rp. = Rp. = Rp. = Rp.

Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

12,300.00 1,375.00 175,000.00 115,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00

= Rp. = Rp. = Rp. = Rp.

Rp.

@ Rp. @ Rp.

57,500.00 = Rp. 1,375.00 = Rp.

= Rp. = Rp. = Rp. = Rp. 6,839.70 + Rp. Jumlah Rp.

66,250.00 13,750.00 7,875.00 23,000.00 = Rp. = Rp. = Rp. = Rp. 110,875.00 + Rp. Jumlah Rp.

13,530.00 1,567.50 560.00 2,875.00 = Rp. = Rp. = Rp. = Rp. 18,532.50 + Rp. Jumlah Rp.

60,950.00 13,750.00

n 320x320 cm

@ Rp. @ Rp.

175,000.00 = Rp. 115,000.00 = Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

70,000.00 1,375.00 175,000.00 115,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00

= Rp. = Rp. = Rp. = Rp.

Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

22,500.00 1,375.00 175,000.00 115,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00

= Rp. = Rp. = Rp. = Rp.

Rp.

7,875.00 23,000.00 = Rp. = Rp. = Rp. = Rp. 105,575.00 + Rp. Jumlah Rp.

74,200.00 12,787.50 3,150.00 23,000.00 = Rp. = Rp. = Rp. = Rp. 113,137.50 + Rp. Jumlah Rp.

56,250.00 1,567.50 560.00 2,875.00 = Rp. = Rp. = Rp. = Rp. 61,252.50 + Rp. Jumlah Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

80,000.00 1,375.00 175,000.00 115,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00

= Rp. = Rp. = Rp. = Rp.

Rp.

819,200.00 140,800.00 80,640.00 235,520.00 = Rp. = Rp. = Rp. = Rp. 1,276,160.00 + Rp. Jumlah Rp.

JENDELA) m lapis HPL rangka kayu kamper @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

16,477,000.00 15,500.00 34,500.00 118,584.00 165,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00

= Rp. = Rp. = Rp. = Rp. = Rp.

Rp.

411,925.00 465.00 27,600.00 118,584.00 165,000.00 = Rp. = Rp. = Rp. = Rp. 723,574.00 + Rp. Jumlah Rp.

m lapis HPL+kaca intip uk. 15x90 cm rangka kayu kamper @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

16,477,000.00 15,500.00 34,500.00 118,584.00 165,000.00 95,000.00

@ Rp. @ Rp.

60,000.00 70,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

411,925.00 465.00 27,600.00 118,584.00 165,000.00 3,230.00 = Rp. = Rp.

@ Rp. @ Rp.

90,000.00 100,000.00 Rp.

= Rp. = Rp. 726,804.00 + Rp. Jumlah Rp.

rangka metal stud 76 mm tebal 0,45 mm @ Rp. @ Rp. @ Rp. @ Rp.

21,333.33 20,333.33 175.00 165,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00

= Rp. = Rp. = Rp. = Rp.

Rp.

@ Rp.

350,000.00 = Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

125,000.00 = Rp. 60,000.00 70,000.00 90,000.00

47,360.00 22,570.00 5,075.00 122,100.00 = Rp. = Rp. = Rp. = Rp. 197,105.00 + Rp. Jumlah Rp.

350,000.00 = Rp. = Rp. = Rp. = Rp. 350,000.00 + Rp. Jumlah Rp.

125,000.00 = Rp. = Rp. = Rp.

@ Rp.

100,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

95,000.00 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

24,250.00 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

57,500.00 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

= Rp. 125,000.00 + Rp. Jumlah Rp.

95,000.00 = Rp. = Rp. = Rp. = Rp. 95,000.00 + Rp. Jumlah Rp.

24,250.00 = Rp. = Rp. = Rp. = Rp. 24,250.00 + Rp. Jumlah Rp.

57,500.00 = Rp. = Rp. = Rp. = Rp. 57,500.00 + Rp. Jumlah Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

40,000.00 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp.

325,000.00 = Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

25,000.00 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

45,000.00 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

40,000.00 = Rp. = Rp. = Rp. = Rp. 40,000.00 + Rp. Jumlah Rp.

325,000.00 = Rp. = Rp. = Rp. = Rp. 325,000.00 + Rp. Jumlah Rp.

25,000.00 = Rp. = Rp. = Rp. = Rp. 25,000.00 + Rp. Jumlah Rp.

45,000.00 = Rp. = Rp. = Rp. = Rp. 45,000.00 + Rp.

Jumlah

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

95,000.00 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp.

217,500.00 = Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp.

495,000.00 = Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp.

265,000.00 = Rp.

Rp.

104,500.00 = Rp. = Rp. = Rp. = Rp. 104,500.00 + Rp. Jumlah Rp.

239,250.00 = Rp. = Rp. = Rp. = Rp. 239,250.00 + Rp. Jumlah Rp.

544,500.00 = Rp. = Rp. = Rp. = Rp. 544,500.00 + Rp. Jumlah Rp.

291,500.00

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

2,150,000.00 = Rp. 2,150,000.00 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp.

215,000.00 = Rp. 1,375.00 = Rp. 175,000.00 = Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

627,000.00 = Rp. 627,000.00 = Rp. 60,000.00 70,000.00 90,000.00

= Rp. = Rp. = Rp. = Rp. 291,500.00 + Rp. Jumlah Rp.

2,150,000.00 129,000.00 = Rp. = Rp. = Rp. = Rp. 2,279,000.00 + Rp. Jumlah Rp.

215,000.00 8,250.00 1,750.00 = Rp. = Rp. = Rp. = Rp. 225,000.00 + Rp. Jumlah Rp.

627,000.00 75,240.00 = Rp. = Rp. = Rp.

@ Rp.

100,000.00 Rp.

@ Rp.

950,000.00 = Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp.

85,000.00 = Rp. 5,500.00 = Rp.

@ Rp. @ Rp.

70,000.00 90,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

275,000.00 = Rp. 5,500.00 = Rp. 70,000.00 90,000.00 Rp.

@ Rp. @ Rp.

350,000.00 = Rp. 5,500.00 = Rp.

= Rp. 702,240.00 + Rp. Jumlah Rp.

950,000.00 = Rp. = Rp. = Rp. = Rp. 950,000.00 + Rp. Jumlah Rp.

85,000.00 137.50 = Rp. = Rp. 85,137.50 + Rp. Jumlah Rp.

275,000.00 137.50 = Rp. = Rp. 275,137.50 + Rp. Jumlah Rp.

350,000.00 137.50

@ Rp. @ Rp.

70,000.00 90,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

117,000.00 = Rp. 5,500.00 = Rp. 70,000.00 90,000.00 Rp.

@ Rp.

87,850.00 = Rp.

@ Rp. @ Rp.

70,000.00 90,000.00 Rp.

@ Rp.

28,325.00 = Rp.

@ Rp. @ Rp.

70,000.00 90,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

6,125.00 = Rp. 6,125.00 = Rp. 60,000.00 70,000.00

= Rp. = Rp. 350,137.50 + Rp. Jumlah Rp.

117,000.00 137.50 = Rp. = Rp. 117,137.50 + Rp. Jumlah Rp.

87,850.00 = Rp. = Rp. 87,850.00 + Rp. Jumlah Rp.

28,325.00 = Rp. = Rp. 28,325.00 + Rp. Jumlah Rp.

7,350.00 2,143.75 = Rp. = Rp.

@ Rp. @ Rp.

90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

7,750.00 = Rp. 7,750.00 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

11,625.00 = Rp. 11,625.00 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

14,431.25 = Rp. 14,431.25 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

= Rp. = Rp. 9,493.75 + Rp. Jumlah Rp.

9,300.00 2,712.50 = Rp. = Rp. = Rp. = Rp. 12,012.50 + Rp. Jumlah Rp.

13,950.00 4,068.75 = Rp. = Rp. = Rp. = Rp. 18,018.75 + Rp. Jumlah Rp.

17,317.50 5,050.94 = Rp. = Rp. = Rp. = Rp. 22,368.44 + Rp.

Jumlah

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

19,818.75 = Rp. 19,818.75 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

33,975.00 = Rp. 33,975.00 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

36,806.25 = Rp. 36,806.25 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

Rp.

23,782.50 6,936.56 = Rp. = Rp. = Rp. = Rp. 30,719.06 + Rp. Jumlah Rp.

40,770.00 11,891.25 = Rp. = Rp. = Rp. = Rp. 52,661.25 + Rp. Jumlah Rp.

44,167.50 12,882.19 = Rp. = Rp. = Rp. = Rp. 57,049.69 + Rp. Jumlah Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

48,131.25 = Rp. 48,131.25 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

70,718.75 = Rp. 70,718.75 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp.

275,000.00 = Rp. 70,000.00 90,000.00 Rp.

57,757.50 16,845.94 = Rp. = Rp. = Rp. = Rp. 74,603.44 + Rp. Jumlah Rp.

84,862.50 24,751.56 = Rp. = Rp. = Rp. = Rp. 109,614.06 + Rp. Jumlah Rp.

275,000.00 = Rp. = Rp. 275,000.00 + Rp. Jumlah Rp.

is ( dengan cat tembok menggunakan roll ) @ Rp. @ Rp. @ Rp.

28,250.00 = Rp. 22,500.00 = Rp. 6,750.00 = Rp.

@ Rp.

60,000.00

2,825.00 8,100.00 3,375.00 = Rp.

@ Rp. @ Rp. @ Rp.

70,000.00 90,000.00 100,000.00 Rp.

= Rp. = Rp. = Rp. 14,300.00 + Rp. Jumlah Rp.

gan cat Wheathershield menggunakan roll ) @ Rp. @ Rp. @ Rp.

28,250.00 = Rp. 139,750.00 = Rp. 6,750.00 = Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00 Rp.

2,825.00 50,310.00 3,375.00 = Rp. = Rp. = Rp. = Rp. 56,510.00 + Rp. Jumlah Rp.

apis cat dasar,2 lapis cat penutup ) @ Rp. @ Rp. @ Rp. @ Rp.

48,750.00 30,400.00 59,000.00 59,000.00

@ Rp. @ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00 100,000.00

= Rp. = Rp. = Rp. = Rp.

Rp.

@ Rp. @ Rp.

17,500.00 = Rp. 12,500.00 = Rp.

@ Rp. @ Rp. @ Rp.

60,000.00 70,000.00 90,000.00

9,750.00 4,560.00 10,030.00 15,340.00 = Rp. = Rp. = Rp. = Rp. 39,680.00 + Rp. Jumlah Rp.

52,500.00 250.00 = Rp. = Rp. = Rp.

@ Rp.

100,000.00 Rp.

= Rp. 52,750.00 + Rp. Jumlah Rp.

al sistem 1 lapis cat dengan tebal 200 um. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

59,000.00 = Rp. 12,500.00 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

34,000.00 = Rp. 12,500.00 = Rp. 60,000.00 70,000.00 90,000.00 100,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

1,850,000.00 2,750,000.00 2,125,000.00 1,450,000.00 35,000.00 750,000.00

@ Rp. @ Rp. @ Rp.

100,000.00 70,000.00 60,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

Rp.

17,700.00 125.00 = Rp. = Rp. = Rp. = Rp. 17,825.00 + Rp. Jumlah Rp.

3,400.00 125.00 = Rp. = Rp. = Rp. = Rp. 3,525.00 + Rp. Jumlah Rp.

1,850,000.00 2,750,000.00 10,625,000.00 1,450,000.00 105,000.00 750,000.00 = Rp. = Rp. = Rp. 17,530,000.00 + Rp. Jumlah Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

950,000.00 2,125,000.00 65,000.00 45,000.00 35,000.00 650,000.00

@ Rp. @ Rp. @ Rp.

100,000.00 70,000.00 60,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

950,000.00 2,125,000.00 65,000.00 35,000.00 250,000.00

@ Rp. @ Rp. @ Rp.

100,000.00 70,000.00 60,000.00

= Rp. = Rp. = Rp. = Rp. = Rp.

Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

1,350,000.00 2,125,000.00 65,000.00 45,000.00 35,000.00 500,000.00

@ Rp.

100,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

950,000.00 2,125,000.00 195,000.00 270,000.00 105,000.00 650,000.00

= Rp. = Rp. = Rp. 4,295,000.00 + Rp. Jumlah Rp.

950,000.00 2,125,000.00 195,000.00 105,000.00 250,000.00

= Rp. = Rp. = Rp. 3,625,000.00 + Rp. Jumlah Rp.

1,350,000.00 2,125,000.00 585,000.00 315,000.00 105,000.00 500,000.00 = Rp.

@ Rp. @ Rp.

70,000.00 60,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

1,350,000.00 2,125,000.00 65,000.00 45,000.00 35,000.00 500,000.00

@ Rp. @ Rp. @ Rp.

100,000.00 70,000.00 60,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

Rp.

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

1,450,000.00 2,125,000.00 65,000.00 45,000.00 35,000.00 500,000.00

@ Rp. @ Rp. @ Rp.

100,000.00 70,000.00 60,000.00

= Rp. = Rp. = Rp. = Rp. = Rp. = Rp.

Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

74,500.00 = Rp. 100,000.00 70,000.00 60,000.00 Rp.

= Rp. = Rp. 4,980,000.00 + Rp. Jumlah Rp.

1,350,000.00 2,125,000.00 455,000.00 315,000.00 105,000.00 500,000.00 = Rp. = Rp. = Rp. 4,850,000.00 + Rp. Jumlah Rp.

1,450,000.00 2,125,000.00 780,000.00 270,000.00 105,000.00 500,000.00 = Rp. = Rp. = Rp. 5,230,000.00 + Rp. Jumlah Rp.

74,500.00 = Rp. = Rp. = Rp. 74,500.00 + Rp.

nt coupling)

nt coupling)

Jumlah

@ Rp. @ Rp. @ Rp. @ Rp.

65,000.00 = Rp. 100,000.00 70,000.00 60,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

15,000.00 4,500.00 10,000.00 2,500.00

@ Rp. @ Rp. @ Rp.

100,000.00 70,000.00 60,000.00

= Rp. = Rp. = Rp. = Rp.

Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

15,000.00 4,500.00 10,000.00 2,500.00

@ Rp. @ Rp. @ Rp.

100,000.00 70,000.00 60,000.00

= Rp. = Rp. = Rp. = Rp.

Rp.

@ Rp. @ Rp.

15,000.00 = Rp. 4,500.00 = Rp.

Rp.

65,000.00 = Rp. = Rp. = Rp. 65,000.00 + Rp. Jumlah Rp.

150,000.00 45,000.00 10,000.00 2,500.00 = Rp. = Rp. = Rp. 207,500.00 + Rp. Jumlah Rp.

187,500.00 56,250.00 10,000.00 2,500.00 = Rp. = Rp. = Rp. 256,250.00 + Rp. Jumlah Rp.

225,000.00 63,000.00

nt coupling)

nt coupling)

nt coupling)

@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.

10,000.00 = Rp. 2,500.00 = Rp. 100,000.00 70,000.00 60,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

15,000.00 19,092.50 10,000.00 2,500.00

@ Rp. @ Rp. @ Rp.

100,000.00 70,000.00 60,000.00

= Rp. = Rp. = Rp. = Rp.

Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

15,000.00 19,092.50 10,000.00 2,500.00

@ Rp. @ Rp. @ Rp.

100,000.00 70,000.00 60,000.00

= Rp. = Rp. = Rp. = Rp.

Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

24,000.00 = Rp. 100,000.00 70,000.00 60,000.00

10,000.00 2,500.00 = Rp. = Rp. = Rp. 300,500.00 + Rp. Jumlah Rp.

750,000.00 954,625.00 10,000.00 2,500.00 = Rp. = Rp. = Rp. 1,717,125.00 + Rp. Jumlah Rp.

300,000.00 381,850.00 10,000.00 2,500.00 = Rp. = Rp. = Rp. 694,350.00 + Rp. Jumlah Rp.

24,000.00 = Rp. = Rp. = Rp.

Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

20,500.00 = Rp. 100,000.00 70,000.00 60,000.00 Rp.

@ Rp. @ Rp. @ Rp. @ Rp.

35,000.00 = Rp. 100,000.00 70,000.00 60,000.00 Rp.

@ Rp.

125,000.00 = Rp.

@ Rp. @ Rp. @ Rp.

100,000.00 70,000.00 60,000.00 Rp.

24,000.00 + Rp. Jumlah Rp.

20,500.00 = Rp. = Rp. = Rp. 20,500.00 + Rp. Jumlah Rp.

35,000.00 = Rp. = Rp. = Rp. 35,000.00 + Rp. Jumlah Rp.

125,000.00 = Rp. = Rp. = Rp. 125,000.00 + Rp. Jumlah Rp.

Jakarta, 21 Juni 2016

PT. KURNIA AGUNG REZEKI

Lamria Gultom Direktur

6,000.00 7,000.00 900.00 500.00 14,400.00 115,458.21

6,000.00 1,000.00 7,000.00 7,000.00

45,000.00 2,500.00 47,500.00

18,000.00 18,000.00 4,500.00

40,500.00 90,000.00

15,000.00 2,500.00 17,500.00 17,500.00

18,000.00 1,000.00 19,000.00 229,000.00

15,000.00 2,500.00 17,500.00 149,500.00

46,250.00 15,000.00

61,250.00 61,250.00

46,800.00 27,300.00 3,510.00 3,900.00 81,510.00 362,822.40

90,000.00 52,500.00 6,750.00 7,500.00 156,750.00 677,062.40

99,000.00 19,250.00

2,520.00 8,300.00 129,070.00 952,200.56

99,000.00 19,250.00 2,520.00 8,300.00 129,070.00 1,002,432.96

126,000.00 24,500.00 3,150.00 10,500.00 164,150.00 1,079,532.41

99,000.00 17,500.00 2,250.00 8,000.00 126,750.00 761,100.00

4,200.00 4,900.00 630.00 400.00 10,130.00 101,855.00 10,185.50

4,200.00 4,900.00 630.00 400.00 10,130.00 107,105.00 10,710.50

31,200.00

18,200.00 2,340.00 2,600.00 54,340.00 394,620.00 197,310.00

31,200.00 18,200.00 2,340.00 2,600.00 54,340.00 436,525.00 218,262.50

39,600.00 23,100.00 2,970.00 3,300.00 68,970.00 609,297.14 304,648.57

39,600.00 23,100.00 2,970.00 3,300.00 68,970.00 624,618.57 312,309.29

39,600.00 23,100.00 2,970.00 3,300.00 68,970.00 761,297.14 380,648.57

39,600.00 23,100.00 2,970.00 3,300.00 68,970.00 855,022.86 427,511.43

952,200.56 1,576,634.11 543,226.67 3,072,061.33 1,002,432.96 2,330,262.06 1,578,480.00 4,911,175.03 1,002,432.96 1,545,010.01 464,258.82 3,011,701.79 1,002,432.96 1,468,849.14 375,828.57 2,847,110.68 1,002,432.96 1,441,449.69 842,001.33 1,746,100.00 5,031,983.99 1,002,432.96

1,499,470.00 509,275.00 2,182,625.00 5,193,802.96 952,200.56 2,435,220.64 2,909,875.65 6,297,296.84 952,200.56 2,092,328.04 3,492,200.00 6,536,728.60 1,002,432.96 1,146,451.92 369,954.34 2,437,188.57 4,956,027.79 1,002,432.96 1,504,230.22 578,875.92 4,061,980.95 7,147,520.05 1,002,432.96 1,980,242.92 543,223.27 4,061,879.40 7,587,778.56 1,002,432.96 1,783,451.26 1,462,676.60 2,523,459.03 6,772,019.85 1,002,432.96

108 13.5

1,705,267.39 875,490.02 2,206,985.62 5,790,175.99

1,002,432.96 1,215,490.17 454,277.27 2,526,235.11 5,198,435.52 1,002,432.96 1,558,382.51 464,760.59 2,648,382.74 5,673,958.81 1,002,432.96 1,034,158.28 745,522.01 2,186,165.00 4,968,278.25 1,002,432.96 1,744,283.47 458,164.16 3,539,505.24 6,744,385.83 1,002,432.96 1,691,547.48 4,511,134.13 7,205,114.57 1,002,432.96 1,283,017.41 467,309.06 3,192,494.92

5,945,254.35 1,002,432.96 1,340,913.80 426,820.95 2,706,680.48 5,476,848.19 1,002,432.96 1,513,662.98 575,490.68 2,602,577.38 5,694,164.00 1,002,432.96 1,220,936.35 3,172,071.43 5,395,440.74 1,002,432.96 1,403,358.19 3,170,802.60 5,576,593.75 1,002,432.96 1,596,067.85 3,806,485.71 6,404,986.53 1,002,432.96 1,428,129.33 8,550,228.57 10,980,790.86 1,002,432.96 1,634,525.12 1,388,306.28 2,537,657.14 6,562,921.51

1,002,432.96 1,491,279.43 4,187,134.29 6,680,846.67 1,002,432.96 975,189.19 5,700,152.38 7,677,774.54 761,100.00 842,001.33 1,603,101.33

18,000.00 7,000.00 900.00 1,500.00 27,400.00 119,369.17

36,000.00 14,000.00 1,800.00 3,000.00 54,800.00

186,031.25

18,000.00 7,000.00 900.00 1,500.00 27,400.00 89,158.75

18,000.00 7,000.00 900.00 1,500.00 27,400.00 83,585.00

36,000.00 14,000.00 1,800.00 3,000.00 54,800.00 144,800.00

18,000.00 7,000.00 900.00 1,500.00 27,400.00 547,457.00

18,000.00 7,000.00 900.00 1,500.00 27,400.00 169,875.00

Rp 11,875,982.39

42,166.67 42,166.67 463,833.33

42,166.67 17,750.00 59,916.67 659,083.33

12,000.00 7,000.00 900.00 1,000.00 20,900.00 53,350.00

12,000.00 7,000.00 900.00 1,000.00 20,900.00 30,490.00

9,000.00 4,900.00 630.00 800.00 15,330.00 19,440.00

18,000.00 10,500.00 1,350.00 1,500.00 31,350.00 46,067.00

18,000.00

10,500.00 1,350.00 1,500.00 31,350.00 43,028.00

12,000.00 7,000.00 900.00 1,000.00 20,900.00 25,368.75

8,400.00 8,400.00 10,153.75

3,420.00 2,660.00 3,420.00 200.00 9,700.00 10,737.50

3,600.00 4,200.00 540.00 300.00

8,640.00 23,518.00

3,600.00 4,200.00 540.00 300.00

8,640.00 23,518.00

3,600.00 4,200.00 540.00 300.00

8,640.00 29,843.00

24,000.00 7,000.00 900.00 500.00

32,400.00 138,728.00

1,080.00 1,260.00 81.00 45.00 2,466.00 6,516.00

2,580.00 3,010.00 387.00 210.00 6,187.00 102,617.00

5,100.00 5,950.00 810.00 500.00 12,360.00 783,550.00

8,160.00 14,000.00 18,000.00 4,000.00 44,160.00 647,800.00

2,040.00 3,500.00 4,500.00 1,000.00 11,040.00 144,600.00

57,600.00 70,000.00 7,200.00 6,000.00 140,800.00 689,520.32

6,000.00 14,000.00 1,800.00 500.00 22,300.00 47,880.00

12,000.00 28,000.00 3,600.00 1,000.00 44,600.00 90,150.00

30,000.00 56,000.00 7,200.00 2,500.00 95,700.00 335,086.00

12,000.00 7,000.00 900.00 100.00 20,000.00 193,950.00

15,000.00 10,500.00 1,350.00 1,300.00 28,150.00 122,425.00

12,000.00 21,000.00 2,700.00 1,000.00 36,700.00 92,244.31

6,000.00 3,500.00 450.00 500.00 10,450.00 39,450.00

1,800.00 4,900.00 630.00 400.00 7,730.00 37,426.97

9,000.00 10,500.00 2,700.00 1,000.00 23,200.00 62,145.44

1,800.00 4,900.00 630.00 400.00 7,730.00 39,050.00

3,600.00 4,200.00 540.00 300.00 8,640.00 39,615.00

3,600.00 4,200.00 540.00 300.00 8,640.00 15,479.70

42,000.00 24,500.00 3,150.00 3,500.00 73,150.00 184,025.00

5,400.00 6,300.00 810.00 450.00 12,960.00 31,492.50

42,000.00 24,500.00 3,150.00 3,500.00 73,150.00 178,725.00

54,000.00 31,500.00 4,050.00 4,500.00 94,050.00 207,187.50

5,400.00 6,300.00 810.00 450.00 12,960.00 74,212.50

430,080.00 250,880.00 32,256.00 35,840.00 749,056.00 2,025,216.00

51,000.00 178,500.00 22,950.00 4,300.00 256,750.00 980,324.00

51,000.00 178,500.00

22,950.00 4,300.00 256,750.00 983,554.00

12,000.00 42,000.00 5,400.00 1,000.00 60,400.00 257,505.00

600.00 35,000.00 900.00 500.00 37,000.00 387,000.00

600.00 35,000.00 900.00

500.00 37,000.00 162,000.00

600.00 35,000.00 900.00 500.00 37,000.00 132,000.00

900.00 10,500.00 1,350.00 75.00 12,825.00 37,075.00

600.00 7,000.00 900.00 50.00 8,550.00 66,050.00

600.00 7,000.00 900.00 50.00 8,550.00 48,550.00

3,600.00 42,000.00 5,400.00 300.00 51,300.00 376,300.00

600.00 7,000.00 900.00 50.00 8,550.00 33,550.00

600.00 7,000.00 900.00 50.00 8,550.00

53,550.00

900.00 10,500.00 1,350.00 75.00 12,825.00 117,325.00

900.00 10,500.00 1,350.00 75.00 12,825.00 252,075.00

990.00 11,550.00 1,485.00 80.00 14,105.00 558,605.00

900.00 10,500.00 1,350.00 75.00 12,825.00 304,325.00

198,000.00 77,000.00 90.00 16,000.00 291,090.00 2,570,090.00

60,000.00 105,000.00 13,500.00 16,000.00 194,500.00 419,500.00

72,000.00 101,500.00 13,500.00

10,000.00 197,000.00 899,240.00

72,000.00 101,500.00 13,500.00 10,000.00 197,000.00 1,147,000.00

7,000.00 900.00 7,900.00 93,037.50

7,000.00 900.00 7,900.00 283,037.50

7,000.00 900.00 7,900.00 358,037.50

7,000.00 900.00 7,900.00 125,037.50

7,000.00 900.00 7,900.00 95,750.00

7,000.00 900.00 7,900.00 36,225.00

2,160.00 4,200.00

540.00 180.00 7,080.00 16,573.75

2,160.00 4,200.00 540.00 180.00 7,080.00 19,092.50

2,160.00 4,200.00 540.00 180.00 7,080.00 25,098.75

3,240.00 6,300.00 810.00 270.00 10,620.00

32,988.44

3,240.00 6,300.00 810.00 270.00 10,620.00 41,339.06

2,160.00 4,200.00 540.00 180.00 7,080.00 59,741.25

4,860.00 9,450.00 12,150.00 410.00 26,870.00 83,919.69

4,860.00 9,450.00 12,150.00 410.00 26,870.00 101,473.44

4,860.00 9,450.00 12,150.00 410.00 26,870.00 136,484.06

14,000.00 1,800.00 15,800.00 290,800.00

1,200.00

4,410.00 567.00 250.00 6,427.00 20,727.00

1,200.00 4,410.00 567.00 250.00 6,427.00 62,937.00

4,200.00 7,350.00 540.00 250.00 12,340.00 52,020.00

3,000.00 5,250.00 675.00

250.00 9,175.00 61,925.00

360.00 4,200.00 1,080.00 600.00 6,240.00 24,065.00

1,200.00 14,000.00 1,800.00 1,000.00 18,000.00 21,525.00

200,000.00 164,500.00 269,400.00 633,900.00 18,163,900.00

124,000.00 77,000.00 120,000.00 321,000.00 4,616,000.00

124,000.00 77,000.00 120,000.00 321,000.00 3,946,000.00

110,000.00

77,000.00 120,000.00 307,000.00 5,287,000.00

110,000.00 77,000.00 120,000.00 307,000.00 5,157,000.00

110,000.00 77,000.00 120,000.00 307,000.00 5,537,000.00

1,500.00 5,250.00 4,500.00 11,250.00

85,750.00

1,500.00 5,250.00 4,500.00 11,250.00 76,250.00

10,000.00 14,000.00 9,000.00 33,000.00 240,500.00

10,000.00 14,000.00 9,000.00 33,000.00 289,250.00

25,000.00 17,500.00 30,000.00 72,500.00 373,000.00

25,000.00 17,500.00 30,000.00 72,500.00 1,789,625.00

25,000.00 17,500.00 30,000.00 72,500.00 766,850.00

5,000.00 14,000.00 60.00

G REZEKI

19,060.00 43,060.00

5,000.00 14,000.00 60.00 19,060.00 39,560.00

5,000.00 14,000.00 60.00 19,060.00 54,060.00

5,000.00 14,000.00 60.00 19,060.00 144,060.00

. JUMLAH NO.

URAIAN KEGIATAN

BOBOT

START

DURASI

1

2

3

4

5

1 I. PEKERJAAN PENDAHULUAN 2 Pembersihan Lokasi Pemasangan bowplank 3

BOBOT TAHUN MINGGUAMINGGU KE HARI KE

2,100,000.00

0.17

1

4

0.04

3,676,275.00

0.29

4

1

0.29

Rp Rp Rp

11,450,000.00 46,368,563.00 715,000.00

0.90 3.66 0.06

5 5 15

10 2 1

0.09 1.83 0.06

Rp

86,719,517.00

6.85

15

17

0.40

10 II.2 Pekerjaan Galian: Pilecap dan Sloof 11

Rp

6,902,500.00

0.55

32

10

0.05

12 II.3 Pekerjaan Urugan Pasir di bawah: Pilecap dan Sloof 13

Rp

690,250.00

0.05

33

1

0.05

14 II.4 Pekerjaan Lantai Kerja: Pilecap dan Sloof 15

Rp

3,318,400.00

0.26

34

1

0.26

Rp

690,250.00

0.05

41

1

0.05

Rp Rp

27,710,912.00 715,000.00

2.19 0.06

47 36

1 1

2.19 0.06

21

Pabrikasi Bekisting Pilecap

Rp

12,142,384.00

0.96

32

1

0.96

22

Pasang Bekisting Pilecap

Rp

970,000.00

0.08

35

1

0.08

23

Pengecoran Pilecap

Rp

65,138,803.96

5.14

38

1

5.14

24

Bongkar Bekisting Pilecap

Rp

970,000.00

0.08

39

1

0.08

25

Pabrikasi Bekisting Sloof

Rp

27,465,370.36

2.17

32

2

1.08

26 27 28

Pasang Bekisting Sloof Pabrikasi Tulangan Sloof Pasang Tulangan Sloof

Rp Rp Rp

890,000.00 26,401,713.29 1,430,000.00

0.07 2.09 0.11

35 32 36

1 2 2

0.07 1.04 0.06

29

Pengecoran Sloof

Rp

14,952,206.55

1.18

38

1

1.18

Rp

890,000.00

0.07

39

1

0.07

Rp Rp

30,106,678.95 1,430,000.00

2.38 0.11

32 38

2 2

1.19 0.06

Rp

35,515,441.48

2.80

34

2

1.40

Bongkar Bekisting Sloof 30 31 III.2 Pekerjaan Struktur Atas 32 III.2.1 Pekerjaan Struktur Atas Lantai 1 / Lantai Ground Pabrikasi Tulangan Kolom lantai 1 33 Pasang Tulangan Kolom Lantai 1 34

.

.

I .

.

.

7

8

9

2016 .

.

II .

.

.

.

.

.

7

Rp

Pekerjaan Urugan kembali 16 17 III. PEKERJAAN STRUKTUR BETON 18 III.1 Pekerjaan Struktur Bawah Pabrikasi Tulangan Pilecap 19 Pasang Tulangan Pilecap 20

.

6

Rp

4 II. PEKERJAAN TANAH 5 II.1 Pekerjaan Pondasi 6 Pekerjaan Pengeboran Pondasi Borpile 7 Pabrikasi Tulangan Pondasi borepile 8 Pasang Talangan Pondasi Borpile Pengecoran Pondasi Borpile 9

.

35

Pabrikasi Bekisting Kolom lantau 1

36

Pasang Bekisting Kolom Lantai 1

Rp

890,000.00

0.07

39

2

0.04

37

Pengecoran Kolom Lantai 1

Rp

17,164,425.03

1.36

40

1

1.36

Bongkar Bekisting Kolom Lantai 1 38 39 III.2.2 Pekerjaan Struktur Atas Lantai 2 Pabrikasi Bekisting Balok Lantai 2 40

Rp

890,000.00

0.07

44

1

0.07

Rp

38,355,714.59

3.03

38

2

1.51

41 42 43

Pasang Bekisting Balok Lantai 2 Pabrikasi Tulangan Balok Lantai 2 Pasang Tulangan Balok Lantai 2

Rp Rp Rp

890,000.00 37,226,626.21 1,430,000.00

0.07 2.94 0.11

52 34 45

1 3 2

0.07 0.98 0.06

44

Pabrikasi Bekisting Plat Lantai 2

Rp

17,215,283.00

1.36

7

1

1.36

45

Pasang Bekisting Plat Lantai 2

Rp

1,050,000.00

0.08

52

1

0.08

0.04

0.04

0.04

0.04 0.29

0.09 1.83 100.00

80.00

60.00

0.09 1.83

0.09

0.09

0.09

46 47

Pabrikasi Tulangan Plat Lantai 2 Pasang Tulangan Plat lantai 2 Pabrikasi Bekisting Tangga Lantai 1

6 45

1 1

0.74 0.06

0.80

7

1

0.80

0.03 0.19 0.04

44 6 45

1 1 1

0.03 0.19 0.04

41,308,848.34

3.26

47

1

3.26

890,000.00

0.07

52

1

0.07

Rp

1,050,000.00

0.08

52

1

0.08

Rp Rp Rp

380,000.00 28,098,651.23 1,430,000.00

0.03 2.22 0.11

52 9 48

1 3 2

0.03 0.74 0.06

Rp Rp

9,330,812.25 715,000.00

0.74 0.06

Rp

10,079,746.06 380,000.00 2,393,711.09 460,000.00

52

Pabrikasi Tulangan Tangga Lantai 1 Pasang Tulangan Tangga Lantai 1 Pengecoran Balok, Plat Lantai 2 dan Tangga Lantai 1

Rp Rp Rp Rp

53

Bongkar Bekisting Balok Lantai 2

Rp

54

Bongkar Bekisting Plat Lantai 2

55 56 57

Bongkar Bekisting Tangga Lantai 1

48 49 50 51

Pasang Bekisting Tangga Lantai 1

58

Pabrikasi Tulangan Kolom lantai 2 Pasang Tulangan Kolom Lantai 2 Pabrikasi Bekisting Kolom lantau 2

Rp

23,344,404.52

1.84

45

2

0.92

59

Pasang Bekisting Kolom Lantai 2

Rp

890,000.00

0.07

50

1

0.07

60

Pengecoran Kolom Lantai 2

Rp

15,044,854.38

1.19

51

1

1.19

Bongkar Bekisting Kolom Lantai 2

Rp

890,000.00

0.07

52

1

0.07

Rp

36,249,061.29

2.86

12

3

0.95

Rp Rp Rp

890,000.00 34,037,160.84 1,430,000.00

0.07 2.69 0.11

52 12 53

2 3 2

0.04 0.90 0.06

Rp

14,734,468.00

1.16

12

1

1.16

Rp Rp Rp

1,050,000.00 8,733,809.56 715,000.00

0.08 0.69 0.06

52 12 53

1 1 1

0.08 0.69 0.06

Rp

10,079,746.06

0.80

12

1

0.80

61 62 III.2.3 Pekerjaan Struktur Atas Lantai 3 Pabrikasi Bekisting Balok Lantai 3 63 64 65 66 67 68 69 70 71

Pasang Bekisting Balok Lantai 3 Pabrikasi Tulangan Balok Lantai 3 Pasang Tulangan Balok Lantai 3 Pabrikasi Bekisting Plat Lantai 3 Pasang Bekisting Plat Lantai 3 Pabrikasi Tulangan Plat Lantai 3 Pasang Tulangan Plat lantai 3 Pabrikasi Bekisting Tangga Lantai 2

72 73 74

Pasang Bekisting Tangga Lantai 2 Pabrikasi Tulangan Tangga Lantai 2 Pasang Tulangan Tangga Lantai 2

Rp Rp Rp

380,000.00 2,393,711.09 460,000.00

0.03 0.19 0.04

52 12 53

1 1 1

0.03 0.19 0.04

75

Pengecoran Balok, Plat Lantai 3 dan Tangga Lantai 2

Rp

38,710,360.83

3.06

55

1

3.06

76

Bongkar Bekisting Balok Lantai 3

Rp

890,000.00

0.07

63

1

0.07

77

Bongkar Bekisting Plat Lantai 3

Rp

1,050,000.00

0.08

63

1

0.08

78 79 80

Bongkar Bekisting Tangga Lantai 2 Pabrikasi Tulangan Kolom lantai 3 Pasang Tulangan Kolom Lantai 3

Rp Rp Rp

380,000.00 27,083,651.23 715,000.00

0.03 2.14 0.06

63 15 56

1 3 2

0.03 0.71 0.03

81

Pabrikasi Bekisting Kolom lantai 3

Rp

35,515,441.48

2.80

10

3

0.93

82

Pasang Bekisting Kolom Lantai 3

Rp

890,000.00

0.07

57

2

0.04

83

Pengecoran Kolom Lantai 3

Rp

15,044,854.38

1.19

58

1

1.19

Bongkar Bekisting Kolom Lantai 3 84 85 III.2.4 Pekerjaan Struktur Atas Lantai 4 Pabrikasi Bekisting Balok Lantai 4 86

Rp

890,000.00

0.07

59

1

0.07

Rp

24,323,738.81

1.92

53

3

0.64

87 88 89

Pasang Bekisting Balok Lantai 4 Pabrikasi Tulangan Balok Lantai 4 Pasang Tulangan Balok Lantai 4

Rp Rp Rp

890,000.00 34,037,160.84 1,430,000.00

0.07 2.69 0.11

59 17 60

2 3 2

0.04 0.90 0.06

90

Pabrikasi Bekisting Plat Lantai 4

Rp

1,704,609.00

0.13

53

1

0.13

91 92 93

Pasang Bekisting Plat Lantai 4 Pabrikasi Tulangan Plat Lantai 4 Pasang Tulangan Plat lantai 4

Rp Rp Rp

1,050,000.00 6,648,533.88 715,000.00

0.08 0.53 0.06

59 17 60

1 1 1

0.08 0.53 0.06

94

Pabrikasi Bekisting Tangga Lantai 3

Rp

10,079,746.06

0.80

53

1

0.80

95 96 97

Pasang Bekisting Tangga Lantai 3 Pabrikasi Tulangan Tangga Lantai 3 Pasang Tulangan Tangga Lantai 3

Rp Rp Rp

380,000.00 2,393,711.09 460,000.00

0.03 0.19 0.04

59 17 60

1 1 1

0.03 0.19 0.04

98

Pengecoran Balok, Plat Lantai 4 dan Tangga Lantai 3

Rp

38,710,360.83

3.06

62

1

3.06

99

Bongkar Bekisting Balok Lantai 4

Rp

380,000.00

0.03

63

1

0.03

100

Bongkar Bekisting Plat Lantai 4

Rp

1,050,000.00

0.08

63

1

0.08

101 102 103

Bongkar Bekisting Tangga Lantai 3 Pabrikasi Tulangan Kolom lantai 4 Pasang Tulangan Kolom Lantai 4

Rp Rp Rp

890,000.00 27,383,619.09 715,000.00

0.07 2.16 0.06

63 20 63

1 2 1

0.07 1.08 0.06

104

Pabrikasi Bekisting Kolom lantau 4

Rp

16,078,308.43

1.27

60

2

0.63

105

Pasang Bekisting Kolom Lantai 4

Rp

890,000.00

0.07

64

1

0.07

106

Pengecoran Kolom Lantai 4

Rp

14,295,016.23

1.13

65

1

1.13

107

Bongkar Bekisting Kolom Lantai 4

Rp

890,000.00

0.07

67

1

0.07

60.00

40.00

20.00

108 III.2.5 Pekerjaan Struktur Atas Lantai Atap Pabrikasi Bekisting Balok Lantai atap 109

20.00

Rp

29,611,852.26

2.34

75

2

1.17

Rp Rp Rp

890,000.00 33,563,354.87 1,430,000.00

0.07 2.65 0.11

67 22 60

1 2 2

0.07 1.33 0.06

Rp

3,356,507.00

0.27

64

1

0.27

Rp Rp Rp

1,050,000.00 9,165,475.00 715,000.00

0.08 0.72 0.06

67 22 60

1 1 1

0.08 0.72 0.06

Rp

6,940,770.77

0.55

64

1

0.55

380,000.00 1,972,253.31 460,000.00

0.03 0.16 0.04

67 22 60

1 1 1

0.03 0.16 0.04

121

Pabrikasi Tulangan Tangga Lantai 4 Pasang Tulangan Tangga Lantai 4 Pengecoran Balok, Plat Lantai Atap dan Tangga Lantai 4

Rp Rp Rp Rp

37,475,790.94

2.96

62

1

2.96

122

Bongkar Bekisting Balok Lantai Atap

Rp

890,000.00

0.07

70

1

0.07

123

Bongkar Bekisting Plat Lantai Atap

Rp

1,050,000.00

0.08

70

1

0.08

Rp

380,000.00

0.03

70

1

0.03

Rp Rp Rp Rp Rp Rp Rp Rp

22,552,281.00 2,860,000.00 21,507,820.00 2,860,000.00 3,101,288.50 1,520,000.00 2,501,302.75 1,140,000.00

1.78 0.23 1.70 0.23 0.24 0.12 0.20 0.09

63 69 65 70 65 70 67 71

4 10 4 5 2 4 2 3

0.45 0.02 0.42 0.05 0.12 0.03 0.10 0.03

1,266,248,107.74

100.0

110 111 112 113 114 115 116 117 118 119 120

Pasang Bekisting Balok Lantai Atap Pabrikasi Tulangan Balok Lantai Atap Pasang Tulangan Balok Lantai Atap Pabrikasi Bekisting Plat Lantai Atap Pasang Bekisting Plat Lantai Atap Pabrikasi Tulangan Plat Lantai Atap Pasang Tulangan Plat lantai Atap Pabrikasi Bekisting Tangga Lantai 4 Pasang Bekisting Tangga Lantai 4

Bongkar Bekisting Tangga Lantai Atap 124 125 III.3 Pekerjaan Struktur Rangka Atap 126 Pabrikasi Kuda-Kuda 127 Pasang Kuda-Kuda 128 Pabrikasi Gording 129 Pasang Gording Pabrikasi Penggantung Gording 130 Pasang Penggantung Gording 131 Pabrikasi Ikatan Angin 132 Pasang Ikatan Angin 133

JUMLAH RENCANA KEMAJUAN FISIK MINGGUAN RENCANA KEMAJUAN FISIK MINGGUAN KOMULATIF

-

1

2

-

0.04 0.04

3

0.04 0.08

4

0.04 0.12

5

0.33 0.46

6

1.92 2.38

7

1.92 4.30

8

4.30

9

0.09 4.39

10

0.09 4.48

11

0.09 4.57

12

13

14

15

16

10

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

27

28

29

30

32

33

34

35

2016 II .

.

0.09

.

0.09

.

0.09

.

.

0.09

III .

.

.

.

.

.

.

IV .

.

.

.

.

.

.

V .

.

.

.

.

.

.

VI .

.

0.09 0.06 0.40

0.40

0.40

0.40

0.40

0.40

0.40

0.40

0.40

0.40

0.40

0.40

0.40

0.40

0.40

0.40

0.40 0.05

0.05

0.05

0.05

1.40

1.40

0.98

0.98

2.19 0.96

1.08

1.08

1.04

1.04

1.19

1.19

0.74

0.19

10

11

12

0.09 4.66

13

0.09 4.75

14

0.09 4.84

15

4.84

0.09 4.93

16

0.09 5.02

17

18

0.46 5.48

0.40 5.88

19

0.40 6.29

20

21

0.40 6.69

6.69

22

0.40 7.09

23

0.40 7.50

24

0.40 7.90

25

0.40 8.30

26

0.40 8.70

27

0.40 9.11

28

9.11

29

0.40 9.51

30

0.40 9.91

0.40 10.32

31

0.40 10.72

32

0.40 11.12

33

34

0.40 11.52

11.52

35

36

6.92 18.45

3.37 21.82

37

3.36 25.18

38

2.44 27.62

39

40

41

42

36

37

38

39

40

VI .

.

0.05

.

0.05

.

.

0.05

VII .

.

0.05

41

0.05

42

.

43

.

44

.

.

45

.

46

47

VIII .

.

48

.

49

.

50

.

.

51

.

52

53

IX .

.

54

.

.

0.05 0.05 0.26 0.05

0.06 0.08 5.14 0.08 0.07 0.06

0.06 1.18 0.07

0.06

0.06 0.04

0.04 1.36 0.07

1.51

1.51 0.07

0.98 0.06 1.36 0.08

55

0.06

.

0.06 0.80 0.03 0.04 3.26

0.74

0.74

0.74 0.92

0.95

0.95

0.92

0.95 0.90

0.90

0.90

1.16 0.69 0.80 0.19

0.71 0.93

0.93

0.93

0.71

0.71

37

38

39

4.70 32.32

40

1.57 33.89

41

33.89

42

0.99 34.88

43

0.99 35.87

44

0.99 36.86

2.97 39.83

45

1.01 40.83

46

47

0.95 41.79

41.79

48

49

0.41 42.20

0.22 42.42

50

0.11 42.53

51

7.06 49.60

52

0.92 50.52

53

0.77 51.30

54

51.30

55

3.13 54.43

56

0.90 55.32

57

2.07 57.39

58

1.78 59.18

59

0.77 59.95

3.98 63.92

60

63.92

61

62

63

64

65

66

67

68

69

56

.

57

.

58

59

X .

.

1.36 0.07

60

.

61

.

62

.

.

63

.

64

.

65

XI .

66

.

67

.

68

.

.

69

.

70

.

71

XII .

72

.

73

.

.

.

.

.

.

.

.

.

XIII .

0.07 0.08 0.03 0.06

0.06 0.07 1.19 0.07

0.04

0.04 0.06

0.06

0.08 0.06 0.03 0.04 3.06 0.07 0.08 0.03 0.03

0.03 0.04

0.04 1.19 0.07

0.64

0.64

0.64 0.04

0.90

0.90

0.04

0.90 0.06

0.06

0.13 0.08 0.53 0.06 0.80 0.03 0.19 0.04 3.06 0.03 0.08 0.07 1.08

1.08 0.06 0.63

0.63 1.13

1.17 1.33

1.17

1.33 0.27

0.72 0.55 0.16

0.42

60

61

62

1.67 65.59

2.31 67.90

63

64

1.04 68.93

2.27 71.20

65

3.05 74.26

66

67

2.88 77.14

77.14

68

2.11 79.25

69

0.06 79.31

70

3.06 82.37

71

0.03 82.39

72

0.03 82.42

73

0.04 82.46

74

82.46

0.04 82.49

75

1.19 83.68

76

0.85 84.53

77

78

0.67 85.20

0.149 85.353

79

0.056 85.409

80

85.409

81

3.057 88.466

82

2.405 90.871

0.42

83

84

1.594 92.465

1.554 94.019

85

86

87

88

89

90

91

92

.

.

.

.

80

81

82

XIII .

.

.

.

83

XIV .

84

.

85

.

86

.

.

87

.

88

.

89

XV .

90

.

91

.

92

.

.

93

.

94

.

95

XVI .

96

.

97

.

98

.

.

99

.

100

.

101

XVII .

102

.

0.07 0.07

83

0.07 0.06

0.06

0.08 0.06 0.03 0.04 2.96 0.07 0.08 0.03 0.45

0.45

0.45

0.45

0.42

0.02 0.42

0.02 0.42

0.12 0.03

0.12 0.03

0.02 0.42

0.02 0.42

0.02

0.02

0.02

0.02

0.02

0.02 0.05

0.03

0.05

0.05

0.05

0.05

0.03 0.10

0.10 0.03

84

85

0.748 94.767

86

87

0.149 94.917

94.917

88

0.056 94.973

89

3.405 98.378

90

0.445 98.823

91

0.445 99.268

92

0.445 99.714

0.600 100.313

93

94

100.313

0.783 101.096

95

0.477 101.574

96

0.477 102.051

97

98

0.023 102.073

0.023 102.096

99

0.121 102.217

100

102.217

101

0.121 102.339

102

0.023 102.361

103

0.023 102.384

104

0.045 102.429

105

0.045 102.474

106

0.045 102.519

102.519

107

0.045 102.565

108

0.045 102.610

0.03

109

110

0.030 102.640

0.030 102.670

0.03 111

0.030 102.700

VOLUME TANGGA BEKISTING Panjang m

Plat tangga Lebar Tinggi m m

Anak Tangga Tanjakan Jumlah m buah

Luas m2

Luas m2

Panjang m

Bordes Lebar m

Panjang m

Bekisting

Luas m2

m2

Lantai 1

3.85

1.4

0.3

15.4

0.182

22

1.4

5.6056

3

1.5

4.5

25.5056

Lantai 2

3.85

1.4

0.3

15.4

0.182

22

1.4

5.6056

3

1.5

4.5

25.5056

Lantai 3

3.85

1.4

0.3

15.4

0.182

22

1.4

5.6056

3

1.5

4.5

25.5056

Lantai 4

5.4

1.4

0.375

23.22

0.333

12

1

3.996

1

1.5

1.5

28.716

PEMBESIAN no

Diameter (mm)

Model Penulangan D

Jarak

Total Panjang Total Berat Berat Tulangan Jml Tul panjang (kg/m) (kg/m) (m) A B C=A*B D E= C*D

1 Tangga lantai dasar Tulangan bordes Tulangan bordes Tul plat Tul plat Tul anak tangga Tul anak tangga

x y x y luar dalam

10 150 13 100 10 150 13 100 8 150 8 150 TOTAL VOLUME

3.23 1.6 1.63 3.92 0.78 1.63

4 4 4 4 132 66

12.92 6.4 6.52 15.68 102.96 107.58

2.46615 4.167794 2.46615 4.167794 52.08509 26.04255 1.057873

31.86266 26.67388 16.0793 65.35101 5362.681 2801.657 8304.305

2 Tangga lantai dua Tulangan bordes Tulangan bordes Tul plat Tul plat Tul anak tangga Tul anak tangga

x y x y luar dalam

10 150 13 100 10 150 13 100 8 150 8 150 TOTAL VOLUME

3.23 1.6 1.63 3.92 0.78 1.63

4 4 4 4 132 66

12.92 6.4 6.52 15.68 102.96 107.58

2.46615 4.167794 2.46615 4.167794 52.08509 26.04255 1.057873

31.86266 26.67388 16.0793 65.35101 5362.681 2801.657 8304.305

3 Tangga lantai tiga Tulangan bordes Tulangan bordes Tul plat Tul plat Tul anak tangga Tul anak tangga

x y x y luar dalam

10 150 13 100 10 150 13 100 8 150 8 150 TOTAL VOLUME

3.23 1.6 1.63 3.92 0.78 1.63

4 4 4 4 132 66

12.92 6.4 6.52 15.68 102.96 107.58

2.46615 4.167794 2.46615 4.167794 52.08509 26.04255 1.057873

31.86266 26.67388 16.0793 65.35101 5362.681 2801.657 8304.305

4 Tangga lantai empat Tulangan bordes Tulangan bordes Tul plat Tul plat Tul anak tangga Tul anak tangga

x y x y luar dalam

10 150 13 100 10 150 13 100 8 150 8 150 TOTAL VOLUME

3.23 1.6 1.63 3.92

4 4 4 4

2.46615 31.86266 4.167794 26.67388 2.46615 16.0793 4.167794 65.35101 0 0 0.01783 139.9668

COR 1 Tangga lantai dasar Plat 8.085 m3 Cor 8.0746267 m3 Bordes 6.75 m3 Cor 6.7425431 m3 AT Cor 14.81717

1 Tangga lantai 4 Plat 11.34 m3 Cor 11.32963 m3 Bordes 2.25 m3 Cor 2.242543 m3 AT Cor 13.57217

PEMBESIAN durasi (hari) NO

type

Volume

jumlah bengkokan

jumlah batang tulangan

crew

bengkok memasan memoton dan kait g g

Produktifitas total

kg/ hari

Lantai 1 1 K1 2 K2 3 K3

1,716.90 71.49 453.54

1,080.00 258.00 444.00

144.00 24.00 24.00

4 S1 5 S2 6 S3

2,052.95 127.82 69.00 4,491.70

4,098 442 432

1,237 130 130

Lantai 2 1 K1 2 K2 3 K3

1,716.90 71.49 453.54

888.00 70.00 1,380.00

144.00 8.00 92.00

4 B1 5 B2 6 B3 7 B4 8 B5 9 B6

777.27 749.74 722.49 1,045.12 110.51 157.63

1,272 992 1,860 1,900 176 336

378 292 560 600 72 100

Lantai 3 1 K1 2 K2 3 K3 4 B1 5 B2 6 B3 7 B4 8 B5 9 B6

1,716.90 71.49 453.54 518.18 749.74 722.49 936.44 110.51 157.63

888.00 70.00 1,380.00 848 992 1,860 1,710 176 336

144.00 8.00 92.00 252 292 560 540 72 100

3 3 3

1.71 0.435 0.4002 2.5452 674.56445309 0.4085 0.0725 0.0583 0.5393 132.56893102 0.555 0.06 0.05 0.665 682.01744361 2.6735 0.5085 3 6.4885 3.736771 3.004879 13.23015 155.17235916 3 0.699833 0.392708 0.315792 1.408333 90.757909704 3 1.35 0.36 0.3 2.01 34.326344272 21 3 1.406 3 0.110833 3 1.725 3.241833 3 2.014 3 1.570667 3 2.945 3 3.008333 3 0.278667 3 0.532

0.435 0.4002 2.2412 766.06346868 0.024167 0.019433 0.154433 462.94684546 0.23 0.191667 2.146667 211.27714286 0.6113 1.141875 1.050525 4.2064 184.78311773 0.882083 0.811517 3.264267 229.68212458 1.691667 1.360333 5.997 120.47594359 1.8125 1.4575 6.278333 166.46417839 0.1725 0.1749 0.626067 176.50899287 0.302083 0.242917 1.077 146.35784319 26

3 3 3 3 3 3 3 3 3

0.435 0.024167 0.23 0.76125 0.882083 1.691667 1.63125 0.1725 0.302083

1.406 0.110833 1.725 1.342667 1.570667 2.945 2.7075 0.278667 0.532

0.4002 0.019433 0.191667 0.70035 0.811517 1.360333 1.31175 0.1749 0.242917

2.2412 766.06346868 0.154433 462.94684546 2.146667 211.27714286 2.804267 184.78311773 3.264267 229.68212458 5.997 120.47594359 5.6505 165.72712945 0.626067 176.50899287 1.077 146.35784319

24

Lantai 4 1 K1 2 K2 3 K3 4 B1 5 B2 6 B3 7 B4 8 B5 9 B6 Lantai atap 1 RB1 2 RB2 3 RB3

1,930.46 239.72 98.60 518.18 749.74 722.49 936.44 110.51 157.63

888.00 210.00 300.00 848 992 1,860 1,710 176 336

144.00 24.00 20.00 252 292 560 540 72 100

3 1.406 0.435 0.4002 2.2412 861.35123238 3 0.3325 0.0725 0.0583 0.4633 517.42682819 3 0.375 0.05 0.041667 0.466667 211.27714286 3 1.342667 0.76125 0.70035 2.804267 184.78311773 3 1.570667 0.882083 0.811517 3.264267 229.68212458 3 2.945 1.691667 1.360333 5.997 120.47594359 3 2.7075 1.63125 1.31175 5.6505 165.72712945 3 0.278667 0.1725 0.1749 0.626067 176.50899287 3 0.532 0.302083 0.242917 1.077 146.35784319 23

860.68 865.70 334.25

2,036 1,626 420

661 544 119

3 3.223667 1.996771 1.605679 6.826117 126.08632706 3 2.5745 1.643333 1.321467 5.5393 156.28408476 3 0.665 0.359479 0.289071 1.31355 254.46520079 14

BEKISTING

REFERENSI SUDRAJAT (𝑙𝑢𝑎𝑠 𝑡𝑜𝑡𝑎𝑙 𝑥 2 𝑗𝑎𝑚)/(10 𝑚2) . 1/(8 𝑗𝑎𝑚/ℎ𝑎𝑟𝑖 𝑥 𝑗𝑢𝑚𝑙𝑎ℎ 𝑔𝑟𝑢𝑝) Pabrikasi =

durasi (hari) NO

type

Lantai 1 Kolom Balok

Volume

156.00 121.93

crew

menyetel

memasang

3 1.3 1.3 3 4.06416667 1.778072917

membongkar

=

1.95 1.67646875

= Pasang

Lantai 2 Kolom Balok

156.00 173.62

3 1.3 1.3 3 5.78733333 2.531958333

1.95 2.387275

= = =

Lantai 3 Kolom Balok

156.00 163.62

3 3

1.3 5.454

1.3 2.386125

1.95 2.249775

Bongkar

= =

Lantai 4 Kolom Balok

122.40 163.62

3 3

1.02 2.386125

1.53 2.249775

Lantai atap Balok

130.31

3 4.34366667 1.357395833

1.7917625

1.02 5.454

=

(156 𝑚2 𝑥 2 𝑗𝑎𝑚)/(10 𝑚2) . 1/(8 𝑗𝑎𝑚/ℎ𝑎𝑟𝑖 𝑥 3 𝑔𝑟𝑢𝑝) 1.3 Hari (𝑙𝑢𝑎𝑠 𝑡𝑜𝑡𝑎𝑙 𝑥 2 𝑗𝑎𝑚)/(10 𝑚2) . 1/(8 𝑗𝑎𝑚/ℎ𝑎𝑟𝑖 𝑥 𝑗𝑢𝑚𝑙𝑎ℎ 𝑔𝑟𝑢𝑝) (156 𝑚2 𝑥 2 𝑗𝑎𝑚)/(10 𝑚2) . 1/(8 𝑗𝑎𝑚/ℎ𝑎𝑟𝑖 𝑥 3 𝑔𝑟𝑢𝑝) 1.3 Hari (𝑙𝑢𝑎𝑠 𝑡𝑜𝑡𝑎𝑙 𝑥 3 𝑗𝑎𝑚)/(10 𝑚2) . 1/(8 𝑗𝑎𝑚/ℎ𝑎𝑟𝑖 𝑥 𝑗𝑢𝑚𝑙𝑎ℎ 𝑔𝑟𝑢𝑝) (156 𝑚2 𝑥 3 𝑗𝑎𝑚)/(10 𝑚2) . 1/(8 𝑗𝑎𝑚/ℎ𝑎𝑟𝑖 𝑥 3 𝑔𝑟𝑢𝑝) 1.95 Hari

/ℎ𝑎𝑟𝑖 𝑥 3 𝑔𝑟𝑢𝑝)

/ℎ𝑎𝑟𝑖 𝑥 3 𝑔𝑟𝑢𝑝)

/ℎ𝑎𝑟𝑖 𝑥 3 𝑔𝑟𝑢𝑝)

SPEK ALAT CONCRETE PUMP vertical equivalent length Bottom section = Middle section = Top section = Flexible hose = Total = nilai slump = Delivery capacity = BALOK LANTAI 1 Segmen Volume m3

6.5 m 5.3 m 5.75 m 5m 22.55 m 10 cm 54 m3/jam

Lama cor swing menit menit

durasi menit

PERSIAPAN Penganturan posisi mixer dan concrete pump = Pemasangan pompa Idle (waktu tunggu) pompa OPERASIONAL Perpindahan pompa Pengecoran =

= =

5 menit 20 menit 5 menit

=

5 menit

= (𝑚3))/(𝐾𝑎𝑝𝑎𝑠𝑖𝑡𝑎𝑠 𝑝𝑟𝑜𝑑𝑢𝑘𝑠𝑖 (𝑚3/𝑗𝑎𝑚)) (𝑉𝑜𝑙𝑢𝑚𝑒 𝑐𝑜𝑟

SPEK CONCRETE BUCKET Kapasitas bucket =

0.8 m3

KOLOM LANTAI 1 Tipe

Vol total m3

m a

K1 K2 K3

1.23 0.44 0.07

swing Durasi/kol Lama cor om menit menit menit b c = b/qc d e=c+d 4.00 1.5339751 3 4.5339751 4.00 0.5482424 1 1.5482424 4.00 0.0911333 1 1.0911333

Tinggi

Volume Balok Lantai ground

SEGMEN As 1-4/A-C 1 Dimensi

Panjang = b

=

h Jumlah segmen

= =

15 m 0.25 m 0.5 m 3 buah

2 Volume Bekisting = [(b x Panjang) + (2 x h x panjang)] x jumlah segmen = [(0.25 x 15) + (2 x 0.5 x 15)] x 3 segmen =

56.25 m2

3 Perhitungan tulangan a

Tulangan menerus atas Diameter Jumlah Panjang total

c

b = =

=

D16 4

buah

Diameter Jumlah

60

m

Panjang total

Tulangan tumpuan atas Diameter =

-

Jumlah

-

Panjang total >> Berat

= =

Tulangan menerus bawah

e

= = =

4

buah

60

m

Tulangan tumpuan bawah Diameter =

-

buah

Jumlah

-

buah

m

Panjang total

-

m

= =

= 0.25 𝑥 𝜋 𝑥 ( 〖𝑑 /1000) 〗 ^2 𝑥 𝑝𝑎𝑛𝑗𝑎𝑛𝑔 𝑡𝑜𝑡𝑎𝑙 𝑥 7850 =

D16

189.30 kg

f

Tulangan badan Diameter

=

Jumlah

=

Panjang total

=

2

buah

30

m

= 0.25 𝑥 𝜋 𝑥 ( 〖𝑑 /1000) 〗 ^2 𝑥 𝑝𝑎𝑛𝑗𝑎𝑛𝑔 𝑡𝑜𝑡𝑎𝑙 𝑥 7850

>> Berat

= g

D13

31.24 kg

Tulangan begel Diameter

=

Jumlah/segmen

=

D10 138

buah

Panjang/begel = 1.4 m 𝐽𝑢𝑚𝑙𝑎ℎ 𝑏𝑒𝑔𝑒𝑙 𝑝𝑒𝑟 𝑠𝑒𝑔𝑚𝑒𝑛 𝑥 𝑝𝑎𝑛𝑗𝑎𝑛𝑔 1 𝑏𝑒𝑔𝑒𝑙 Panjang total/segmen= =

= 0.25 𝑥 𝜋 𝑥 ( 〖𝑑 /1000) 〗 ^2 𝑥 𝑝𝑎𝑛𝑗𝑎𝑛𝑔 𝑡𝑜𝑡𝑎𝑙 𝑥 7850

>> Berat

= g

193.20 m

Bengkokan Diameter

=

119.05 kg

D16

Panjang/bengkokan =

1 m Panjang total/segmen= 𝐽𝑢𝑚𝑙𝑎ℎ 𝑡𝑢𝑙𝑎𝑛𝑔𝑎𝑛 𝑝𝑒𝑟 𝑠𝑒𝑔𝑚𝑒𝑛 𝑥 2 𝑥 𝑝𝑎𝑛𝑗𝑎𝑛𝑔 1 𝑏𝑒𝑛𝑔𝑘𝑜𝑘𝑎𝑛 = 8.00 m = 0.25 𝑥 𝜋 𝑥 ( 〖𝑑 /1000) 〗 ^2 𝑥 𝑝𝑎𝑛𝑗𝑎𝑛𝑔 𝑡𝑜𝑡𝑎𝑙 𝑥 7850

>> Berat

= >> Berat Total

12.62 kg 𝐵𝑒𝑟𝑎𝑡 𝑠𝑒𝑙𝑢𝑟𝑢ℎ 𝑡𝑢𝑙𝑎𝑛𝑔𝑎𝑛 𝑝𝑒𝑟 𝑠𝑒𝑔𝑚𝑒𝑛 𝑥 𝑗𝑢𝑚𝑙𝑎ℎ 𝑠𝑒𝑔𝑚𝑒𝑛

= =

1,056.67 kg

= (𝐵𝑒𝑟𝑎𝑡 𝑡𝑜𝑡𝑎𝑙)/7850

>> Volume Total

=

1,056.67 7850

4 Volume Pengecoran = Volume balok - Volume Tulangan = =

5.625 5.490 m3

-

0.13460709

=

0.13460709 m3