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REKAPITULASI
RENCANA ANGGARAN BIAYA (RAB) PEKERJAAN LOKASI No. I.
: :
PEMBANGUNAN PLTD LISDES PLTD YABA KECAMATAN BACAN BARAT UTARA KAB. HALMAHERA SELATAN
URAIAN
SATUAN
VOLUME
HARGA SATUAN MATERIAL JASA
JUMLAH HARGA MATERIAL JASA
PEKERJAAN PERSIAPAN
-
88,821,200.00
JUMLAH HARGA ( Rp ) 88,821,200.00
Papan nama proyek
Ls
1.00
494,000.00
494,000.00
494,000.00
Bangsal kerja dan gudang
m2
48.00
296,400.00
14,227,200.00
14,227,200.00
Pematangan lahan (dengan alat berat)
m2
6,400.00
4,940.00
31,616,000.00
31,616,000.00
Sewa alat
Ls
1.00
24,700,000.00
24,700,000.00
24,700,000.00
Mobilisasi / Demobiliasi Alat
Ls
2.00
4,940,000.00
9,880,000.00
9,880,000.00
Air kerja dan Penerangan proyek
Ls
1.00
2,470,000.00
2,470,000.00
2,470,000.00
Pembersihan awal/akhir
Ls
1.00
2,470,000.00
2,470,000.00
2,470,000.00
Laporan dan Dokumentasi
bln
1.00
2,964,000.00
2,964,000.00
2,964,000.00
365,359,384.25
786,585,617.48
###
II.
PEKERJAAN POWER HOUSE
421,226,233.24
1 Pekerjaan tanah Pengukuran dan Pemasanangan Bouplank
Ls
1.00
1,976,000.00
1,976,000.00
1,976,000.00
Galian tanah
m3
28.01
55,147.62
1,544,684.92
1,544,684.92
Urugan tanah kembali
m3
9.34
26,439.26
246,854.57
246,854.57
urugan tanah bawah lantai
m3
87.84
267,327.31
Pondasi
m3
4.08
Sloof
m3
5.83
Kolom
m3
Balok Ring balok
107,135.51
23,482,030.67
9,410,783.21
32,892,813.88
5,541,972.41
895,716.97
22,611,247.43
3,654,525.23
26,265,772.66
5,493,576.16
1,326,134.39
32,027,549.03
7,731,363.50
39,758,912.54
7.34
7,526,036.58
1,799,140.06
55,271,212.67
13,212,884.57
68,484,097.24
m3
3.74
7,382,120.84
1,485,963.62
27,579,603.45
5,551,560.07
33,131,163.51
m3
2.90
7,382,120.84
1,485,963.62
21,414,056.12
4,310,483.25
25,724,539.38
Bak mesin, dinding beton
m3
2.16
7,526,036.58
1,799,140.06
16,256,239.02
3,886,142.52
20,142,381.54
Penutup jalur kabel kabel
m3
3.41
5,705,608.09
1,260,294.81
19,456,123.59
4,297,605.31
23,753,728.90
Rabat beton
m3
29.01
1,961,173.14
457,940.09
56,888,337.57
13,283,605.52
70,171,943.09
2 Pekerjaan beton
3 Pekerjaan Saluran Pasangan bata
m2
72.80
109,368.92
57,378.76
7,962,057.42
4,177,173.76
12,139,231.18
Plesteran
m2
107.38
31,915.61
49,913.60
3,427,097.89
5,359,722.36
8,786,820.25
Aci
m2
107.38
5,967.13
24,956.80
640,750.14
2,679,861.18
3,320,611.32
Rabat beton dasar saluran
m3
1.18
1,961,173.14
457,940.09
2,311,144.48
539,659.50
2,850,803.98
Plat saluran
m3
0.91
5,705,608.09
1,260,294.81
5,203,514.58
1,149,388.87
6,352,903.45 58,254,237.85
4 Pekerjaan baja WF 250x125x6x9
29.6 kg/m
kg
2,472.19
23,563.80
58,254,237.85
WF 200x100x5.5x8
21.3 kg/m
kg
342.50
23,563.80
8,070,695.76
8,070,695.76
CNP 125x50x20x2.3
4.51 kg/m
kg
2,286.03
23,563.80
53,867,525.44
53,867,525.44
Besi Siku 70x70x7
7.38 kg/m
kg
127.23
23,563.80
2,998,050.55
2,998,050.55
Plat simpul (5% dr berat besi total)
kg
261.40
23,563.80
6,159,525.48
6,159,525.48
Pintu besi
m2
7.35
839,800.00
6,172,530.00
6,172,530.00
Penutup atap seng spandek (0.03)
m2
7.35
58,341.46
25,164.23
428,809.71
184,957.08
613,766.79
Bubungan
m'
28.16
30,415.30
30,572.15
856,494.87
860,911.77
1,717,406.64
Pasangan bata
m2
294.34
109,368.92
57,378.76
32,191,527.80
16,888,801.23
49,080,329.03
Plesteran
m2
691.73
31,915.61
49,913.60
22,076,887.14
34,526,584.72
56,603,471.86
Aci
m2
691.73
5,967.13
24,956.80
4,127,623.13
17,263,292.36
21,390,915.49
Pasangan bata u jalur kabel
m2
41.16
109,368.92
57,378.76
4,501,624.77
2,361,709.78
6,863,334.55
Plesteran jalur u kabel
m2
38.59
31,915.61
49,913.60
1,231,543.49
1,926,041.04
3,157,584.52
Aci jalur u kabel
m2
38.59
5,967.13
24,956.80
230,256.53
963,020.52
1,193,277.05
Kusen kls I
m3
2.50
5,251,072.11
3,969,105.82
13,127,680.27
9,922,764.56
23,050,444.82
Daun pintu kls I
m2
1.60
1,284,400.00
2,055,040.00
2,055,040.00
Kunci pintu
bh
2.00
148,200.00
296,400.00
296,400.00
Engsel pintu
bh
3.00
44,460.00
133,380.00
133,380.00
Grendel pintu
bh
1.00
24,700.00
24,700.00
24,700.00
Kawat Ram jendela
m2
57.00
83,980.00
4,786,860.00
4,786,860.00
Lisplank
m'
87.80
35,905.06
45,645.68
5 Pekerjaan dinding
6 Pekerjaan kayu
3,152,535.90
4,007,782.27
7,160,318.17
7 Pekerjaan lantai Keramik lantai km/wc
m2
3.00
219,443.67
99,219.12
658,331.00
297,657.36
955,988.37
Keramik dinding km/wc
m2
12.00
219,443.67
99,219.12
2,633,324.01
1,190,629.45
3,823,953.46
Klosed jongkok
bh
1.00
123,500.00
123,500.00
123,500.00
Hairdrain
bh
1.00
39,520.00
39,520.00
39,520.00
Kran
bh
2.00
39,520.00
79,040.00
79,040.00
Pipa air bersih 1/2 in
btg
15.00
19,760.00
296,400.00
296,400.00
Pipa limbah km/wc 4 in
btg
4.00
88,920.00
355,680.00
355,680.00
8 Pekerjaan instalasi listrik Biaya penyambungan
Ls
1.00
Titik
26.00
148,200.00
3,853,200.00
MCB
bh
2.00
123,500.00
247,000.00
247,000.00
Lampu gantung (lengkap)
bh
17.00
88,920.00
1,511,640.00
1,511,640.00
Lampu philips (60 wath)
bh
17.00
59,280.00
1,007,760.00
1,007,760.00
Saklar tunggal
bh
2.00
44,460.00
88,920.00
88,920.00
Saklar ganda
bh
1.00
59,280.00
59,280.00
59,280.00
Stop kontak
bh
4.00
44,460.00
177,840.00
177,840.00
Kabel 2x2.5 NYA
Rol
2.00
543,400.00
1,086,800.00
1,086,800.00
Titik lampu
3,952,000.00
3,952,000.00
3,952,000.00 3,853,200.00
9 Pekerjaan septicktank Septicktank
Ls
1.00
Cat dasar meni besi (nippon paint)
m2
278.33
Cat finish (nippon paint)
m2
Cat tembok
m2
Cat kusen Cat lisplang
4,446,000.00
4,446,000.00
4,446,000.00
1,884,119.60
18,810,065.45
20,694,185.05
67,581.98
1,884,119.60
18,810,065.45
20,694,185.05
12,882.63
19,216,174.11
9,408,371.66
28,624,545.77
55,886.41
24,701.07
799,175.67
353,225.24
1,152,400.91
55,886.41
24,701.07
1,472,081.58
650,640.90
2,122,722.48
345,273,213.80
185,603,123.43
530,876,337.23
1,976,000.00
1,976,000.00
55,147.62
2,629,659.26
2,629,659.26
26,439.26
420,243.25
420,243.25
17,976,184.18
7,204,230.96
25,180,415.14
290,633.20
47,538,915.18
9,731,445.88
57,270,361.06
163,567.49
10,969,726.41
1,799,896.62
12,769,623.03
5,493,576.16
1,326,134.39
10,363,082.07
2,501,619.92
12,864,701.99
7,526,036.58
1,799,140.06
10,490,692.91
2,507,857.31
12,998,550.22
1.89
7,382,120.84
1,485,963.62
13,925,632.75
2,803,121.76
16,728,754.51
m3
0.24
5,705,608.09
1,260,294.81
1,369,345.94
302,470.76
1,671,816.70
Pasangan bata
m2
351.26
109,368.92
57,378.76
38,416,489.59
20,154,633.87
58,571,123.46
Plesteran
m2
702.51
31,915.61
49,913.60
22,421,096.97
35,064,902.89
57,485,999.86
Aci
m2
702.51
5,967.13
24,956.80
4,191,978.60
17,532,451.45
21,724,430.05
Kuda-kuda
m3
2.00
5,505,783.20
2,433,451.38
11,011,566.40
4,866,902.76
15,878,469.16
Gording
m3
2.50
2,577,230.74
1,216,725.69
6,443,076.84
3,041,814.23
9,484,891.07
Penutup atap seng spandek (0.03)
m2
240.48
58,341.46
25,164.23
14,030,105.48
6,051,559.23
20,081,664.72
m'
10 Pekerjaan pengecatan 6,769.38
67,581.98
278.33
6,769.38
730.31
26,312.19
m2
14.30
m2
26.34
Pengukuran dan Pemasanangan Bouplank
Ls
1.00
1,976,000.00
Galian tanah
m3
47.68
Urugan tanah kembali
m3
15.89
urugan tanah bawah lantai
m3
67.24
267,327.31
107,135.51
Pek. Pasangan batu kali
Ls
33.48
1,419,767.15
Batu kosong
m3
11.00
996,885.35
Sloof
m3
1.89
Kolom Praktis
m3
1.39
Ring balok
m3
Plat konsol
III. PEKERJAAN KANTOR PLN 1 Pekerjaan tanah
2 Pekerjaan Pondasi
3 Pekerjaan beton
4 Pekerjaan dinding
5 Pekerjaan kayu
Bubungan
121.71
30,415.30
30,572.15
Lisplank
m'
65.29
35,905.06
45,645.68
2,344,241.24
2,980,206.65
5,324,447.88
Rangka plafond
m2
214.27
30,347.11
70,025.66
6,502,474.19
15,004,398.32
21,506,872.51
Plafond
m2
214.27
34,363.83
25,044.32
7,363,138.76
5,366,245.98
12,729,384.74
Lis profil
m'
101.00
24,700.00
Kusen pintu/jendela
m3
3.00
5,251,072.11
11,907,317.47
27,660,533.79
Daun pintu
m2
16.00
1,284,400.00
20,550,400.00
20,550,400.00
Daun jendela + kaca
m2
21.58
182,780.00
3,944,392.40
3,944,392.40
Kunci pintu
bh
9.00
148,200.00
1,333,800.00
1,333,800.00
Engsel pintu
bh
27.00
29,640.00
800,280.00
800,280.00
Engsel jendela
bh
88.00
29,640.00
2,608,320.00
2,608,320.00
Grendel pintu
bh
44.00
24,700.00
1,086,800.00
1,086,800.00
Grendel jendela
bh
11.00
24,700.00
271,700.00
271,700.00
Kait angin
bh
44.00
39,520.00
1,738,880.00
1,738,880.00
Keramik lantai 40x40
m2
153.74
157,909.57
55,822.19
24,277,017.08
8,582,103.89
32,859,120.98
Keramik lantai 20x20 km/wc
m2
6.75
219,443.67
99,219.12
1,481,244.75
669,729.07
2,150,973.82
Keramik dinding 20x25 km/wc
m2
26.00
219,443.67
99,219.12
5,705,535.35
2,579,697.15
8,285,232.50
Klosed jongkok
bh
1.00
123,500.00
Klosed duduk
bh
1.00
1,976,000.00
Hairdrain
bh
2.00
39,520.00
79,040.00
79,040.00
Kran
bh
3.00
39,520.00
118,560.00
118,560.00
Pipa air bersih 1/2 in
btg
10.00
19,760.00
197,600.00
197,600.00
Pipa limbah km/wc 4 in
btg
9.00
88,920.00
800,280.00
800,280.00
2,494,700.00 3,969,105.82
15,753,216.32
2,494,700.00
6 Pekerjaan lantai
-
-
7 Pekerjaan instalasi listrik Titik lampu
123,500.00
123,500.00
1,976,000.00
1,976,000.00
Titik
29.00
148,200.00
MCB
bh
2.00
123,500.00
4,297,800.00
4,297,800.00
247,000.00
Lampu donlight
bh
12.00
247,000.00
64,220.00
770,640.00
Lampu philips (40 wath)
bh
770,640.00
12.00
59,280.00
711,360.00
Saklar tunggal
bh
711,360.00
4.00
44,460.00
177,840.00
Saklar ganda Stop kontak
177,840.00
bh
2.00
59,280.00
118,560.00
bh
10.00
44,460.00
444,600.00
Kabel 2x2.5 NYA
444,600.00
Rol
3.00
543,400.00
1,630,200.00
1,630,200.00
Ls
1.00
Cat tembok
m2
702.51
26,312.19
12,882.63
Cat plafond
m2
214.27
26,312.19
25,765.26
Cat kusen
m2
17.16
55,886.41
24,701.07
Cat lisplang
m2
19.59
55,886.41
24,701.07
-
118,560.00
8 Pekerjaan septicktank Septicktank
4,446,000.00
4,446,000.00
4,446,000.00
18,484,629.44
9,050,202.33
27,534,831.77
5,637,913.02
5,520,722.36
11,158,635.38
959,010.80
423,870.29
1,382,881.09
1,094,647.12
483,819.78
1,578,466.90
9 Pekerjaan pengecatan
IV. PEKERJAAN RUMAH DINAS PLN
297,180,549.19
149,765,992.77
446,946,541.96 1,976,000.00
1 Pekerjaan tanah Pengukuran dan Pemasanangan Bouplank
Ls
1.00
1,976,000.00
1,976,000.00
Galian tanah
m3
48.91
55,147.62
2,697,408.11
Urugan tanah kembali
m3
16.30
431,070.13
431,070.13
urugan tanah bawah lantai
m3
45.12
267,327.31
107,135.51
12,063,037.81
4,834,447.04
16,897,484.85
Pek. Pasangan batu kali
Ls
33.48
1,419,767.15
290,633.20
47,538,915.18
9,731,445.88
57,270,361.06
Batu kosong
m3
11.00
996,885.35
163,567.49
10,969,726.41
1,799,896.62
12,769,623.03
Sloof
m3
1.94
5,493,576.16
1,326,134.39
10,630,069.88
2,566,070.05
13,196,139.92
Kolom Praktis
m3
1.07
7,526,036.58
1,799,140.06
8,031,936.76
1,920,078.25
9,952,015.01
Ring balok
m3
1.94
7,382,120.84
1,485,963.62
14,284,403.82
2,875,339.60
17,159,743.41
Pasangan bata
m2
279.01
109,368.92
57,378.76
30,515,022.55
16,009,247.94
46,524,270.50
Plesteran
m2
558.02
31,915.61
49,913.60
17,809,547.07
27,852,787.02
45,662,334.08
Aci
m2
558.02
5,967.13
24,956.80
3,329,776.43
13,926,393.51
17,256,169.94
26,439.26
2,697,408.11
2 Pekerjaan Pondasi
3 Pekerjaan beton
4 Pekerjaan dinding
5 Pekerjaan kayu Kuda-kuda
m3
2.00
5,505,783.20
2,433,451.38
11,011,566.40
4,866,902.76
15,878,469.16
Gording
m3
3.00
2,577,230.74
1,216,725.69
7,731,692.21
3,650,177.07
11,381,869.28
Penutup atap seng spandek (0.03)
m2
148.37
58,341.46
25,164.23
8,656,121.97
3,733,616.61
12,389,738.58
Bubungan
m'
35.30
30,415.30
30,572.15
Lisplank
m'
53.48
35,905.06
45,645.68
1,920,202.50
2,441,131.13
4,361,333.63
Rangka plafond
m2
143.06
30,347.11
70,025.66
4,341,456.85
10,017,871.02
14,359,327.87
Plafond
m2
143.06
34,363.83
25,044.32
4,916,090.12
3,582,840.11
8,498,930.23
Lis profil
m'
102.00
24,700.00
Kusen pintu/jendela
m3
2.50
5,251,072.11
9,922,764.56
23,050,444.82
Daun pintu
m2
19.20
1,284,400.00
24,660,480.00
24,660,480.00
Daun jendela + kaca
m2
18.56
182,780.00
3,392,396.80
3,392,396.80
Kunci pintu
bh
12.00
148,200.00
1,778,400.00
1,778,400.00
Engsel pintu
bh
36.00
29,640.00
1,067,040.00
1,067,040.00
Engsel jendela
bh
32.00
29,640.00
948,480.00
948,480.00
Grendel pintu
bh
12.00
24,700.00
296,400.00
296,400.00
Grendel jendela
bh
16.00
24,700.00
395,200.00
395,200.00
Kait angin
bh
16.00
39,520.00
632,320.00
Keramik lantai 40x40
m2
105.40
157,909.57
55,822.19
16,643,668.54
Keramik lantai 20x20 km/wc
m2
6.00
219,443.67
99,219.12
Keramik dinding 20x25 km/wc
m2
24.00
219,443.67
99,219.12
Klosed jongkok
bh
2.00
123,500.00
247,000.00
Hairdrain
bh
2.00
39,520.00
79,040.00
79,040.00
2,519,400.00 3,969,105.82
13,127,680.27
2,519,400.00
632,320.00
6 Pekerjaan lantai 5,883,659.10
22,527,327.64
1,316,662.00
595,314.73
1,911,976.73
5,266,648.01
2,381,258.91
7,647,906.92 247,000.00
Kran
bh
4.00
39,520.00
158,080.00
158,080.00
Pipa air bersih 1/2 in
btg
10.00
19,760.00
197,600.00
197,600.00
Pipa limbah km/wc 4 in
btg
12.00
88,920.00
1,067,040.00
1,067,040.00 4,446,000.00
7 Pekerjaan instalasi listrik Titik lampu
Titik
30.00
148,200.00
4,446,000.00
MCB
bh
4.00
123,500.00
494,000.00
494,000.00
Lampu donlight
bh
16.00
64,220.00
1,027,520.00
1,027,520.00
Mata lampu
bh
16.00
59,280.00
948,480.00
948,480.00
Saklar tunggal
bh
8.00
44,460.00
355,680.00
355,680.00
Saklar ganda
bh
4.00
59,280.00
237,120.00
237,120.00
Stop kontak
bh
8.00
44,460.00
355,680.00
355,680.00
Kabel 2x2.5 NYA
Rol
3.00
543,400.00
1,630,200.00
1,630,200.00
Ls
1.00
Cat tembok
m2
558.02
26,312.19
12,882.63
Cat plafond
m2
143.06
26,312.19
25,765.26
Cat kusen
m2
14.30
55,886.41
24,701.07
Cat lisplang
m2
16.04
55,886.41
24,701.07
8 Pekerjaan septicktank Septicktank
4,446,000.00
4,446,000.00
4,446,000.00
14,682,728.44
7,188,765.32
21,871,493.76
3,764,221.95
3,685,978.16
7,450,200.11
799,175.67
353,225.24
1,152,400.91
896,641.57
396,303.90
1,292,945.47
9 Pekerjaan pengecatan
V.
PEKERJAAN GUDANG
149,489,894.37
66,309,739.16
215,799,633.53
1 Pekerjaan tanah Pengukuran dan Pemasanangan Bouplank
Ls
1.00
988,000.00
988,000.00
988,000.00
Galian tanah
m3
25.81
55,147.62
1,423,084.41
1,423,084.41
Urugan tanah kembali
m3
8.60
227,421.72
227,421.72
urugan tanah bawah lantai
m3
38.00
267,327.31
107,135.51
10,158,437.67
4,071,149.38
14,229,587.06
Pek. Pasangan batu kali
Ls
12.29
1,419,767.15
290,633.20
17,441,839.38
3,570,428.89
21,012,268.26
Batu kosong
m3
3.90
996,885.35
163,567.49
3,887,852.87
637,913.20
4,525,766.07
Pasangan bata
m2
46.80
109,368.92
57,378.76
5,118,465.49
2,685,325.99
7,803,791.47
Plesteran
m2
52.00
31,915.61
49,913.60
1,659,611.57
2,595,507.19
4,255,118.76
Aci
m2
52.00
5,967.13
24,956.80
310,290.62
1,297,753.60
1,608,044.22
Sloof
m3
0.67
5,493,576.16
1,326,134.39
3,658,721.72
883,205.51
4,541,927.23
Kolom Praktis
m3
0.50
7,526,036.58
1,799,140.06
3,748,237.16
896,036.52
4,644,273.67
Ring balok
m3
0.67
7,382,120.84
1,485,963.62
4,916,492.48
989,651.77
5,906,144.24
Plat
m3
0.83
5,705,608.09
1,260,294.81
4,747,065.93
1,048,565.28
5,795,631.22
26,439.26
2 Pekerjaan Podasi & saluran
3 Pekerjaan beton
4 Pekerjaan dinding Pasangan bata
m2
76.85
109,368.92
57,378.76
8,405,001.55
4,409,557.74
12,814,559.29
Plesteran
m2
153.70
31,915.61
49,913.60
4,905,428.81
7,671,720.30
12,577,149.11
Aci
m2
153.70
5,967.13
24,956.80
917,147.48
3,835,860.15
4,753,007.63
Kuda-kuda
m3
1.00
5,505,783.20
2,433,451.38
5,505,783.20
2,433,451.38
7,939,234.58
Gording
m3
1.50
2,577,230.74
1,216,725.69
3,865,846.10
1,825,088.54
5,690,934.64
Penutup atap seng spandek (0.03)
m2
105.45
58,341.46
25,164.23
6,152,371.83
2,653,682.30
8,806,054.12
Bubungan
m'
22.94
30,415.30
30,572.15
Lisplank
m'
38.83
35,905.06
45,645.68
1,394,193.40
1,772,421.87
3,166,615.27
Rangka plafond
m2
90.12
30,347.11
70,025.66
2,734,881.11
6,310,712.54
9,045,593.65
Plafond
m2
90.12
34,363.83
25,044.32
3,096,868.74
2,256,993.92
5,353,862.66
Lis profil
m'
74.00
24,700.00
Kusen pintu/jendela
m3
1.00
5,251,072.11
Daun pintu
m2
14.40
1,284,400.00
18,495,360.00
18,495,360.00
Lemari gantung
Ls
1.00
7,410,000.00
7,410,000.00
7,410,000.00
Kunci pintu
bh
1.00
148,200.00
148,200.00
148,200.00
Engsel pintu
bh
36.00
29,640.00
1,067,040.00
1,067,040.00
Grendel pintu
bh
24.00
24,700.00
592,800.00
592,800.00
Kawat Ram jendela
m2
16.00
83,980.00
1,343,680.00
1,343,680.00
Keramik lantai 40x40
m2
56.00
157,909.57
Kran
bh
1.00
39,520.00
39,520.00
39,520.00
Pipa air bersih 1/2 in
btg
15.00
19,760.00
296,400.00
296,400.00
5 Pekerjaan kayu
1,827,800.00 3,969,105.82
5,251,072.11
1,827,800.00 3,969,105.82
9,220,177.93
6 Pekerjaan lantai 55,822.19
8,842,935.84
3,126,042.79
11,968,978.63
7 Pekerjaan instalasi listrik Titik lampu
Titik
14.00
148,200.00
2,074,800.00
2,074,800.00
MCB
bh
1.00
123,500.00
123,500.00
123,500.00
Lampu donlight
bh
4.00
64,220.00
256,880.00
256,880.00
Lampu TL boks lengkap
bh
4.00
217,360.00
869,440.00
869,440.00
Saklar ganda
bh
2.00
59,280.00
118,560.00
118,560.00
Stop kontak
bh
4.00
44,460.00
177,840.00
177,840.00
Kabel 2x2.5 NYA
Rol
1.00
543,400.00
543,400.00
Cat tembok
m2
153.70
26,312.19
12,882.63
4,044,183.65
1,980,060.27
6,024,243.92
Cat plafond
m2
90.12
26,312.19
25,765.26
2,371,254.59
2,321,965.27
4,693,219.86
Cat kusen
m2
5.72
55,886.41
24,701.07
319,670.27
141,290.10
460,960.36
Cat lisplang
m2
11.65
55,886.41
24,701.07
651,020.79
287,742.72
938,763.51
402,237,098.38
338,659,122.29
740,896,220.67
Galian tanah
m3
49.20
55,147.62
2,713,263.06
2,713,263.06
Urugan tanah kembali
m3
16.40
26,439.26
433,603.89
433,603.89
Urugan tanah dipadatkan
m3
166.70
267,327.31
107,135.51
44,563,462.12
17,859,489.54
62,422,951.65
Pas Bata
m3
150.88
109,368.92
57,378.76
16,501,582.75
8,657,307.37
25,158,890.12
Pleseran
m3
196.80
31,915.61
49,913.60
6,280,991.47
9,822,996.46
16,103,987.94
Aci
m3
196.80
5,967.13
24,956.80
1,174,330.67
4,911,498.23
6,085,828.90
Paving Block
m3
1,864.00
92,831.45
152,553.87
173,037,828.97
284,360,421.23
457,398,250.19
Pasir urug
m3
74.56
422,813.60
38,200.98
31,524,981.88
2,848,265.16
34,373,247.04
Rabat lapangan volly
m3
15.40
1,961,173.14
457,940.09
30,202,066.33
7,052,277.36
37,254,343.68
m2
1,000.20
53,344.99
543,400.00
8 Pekerjaan pengecatan
VI. PEKERJAAN LANDSCAP 1 Pekerjaan saluran 28m x 2
2 Pekerjaan Pasangan
= 164m
= 164m
3 Pekerjaan Lantai
4 Pekerjaan Penghijauan Rumput biasa Pohon palm (2m)
### 53,355,654.20
53,355,654.20
pohon
14.00
494,000.00
6,916,000.00
6,916,000.00
Lampu taman (lengkap)
bh
8.00
4,446,000.00
35,568,000.00
35,568,000.00
MCB
bh
2.00
123,500.00
247,000.00
247,000.00
Kabel Tanam (2x2.5 NWW)
rol
2.00
1,432,600.00
2,865,200.00
2,865,200.00
VII. PEKERJAAN OIL TRAP
24,891,183.89
13,196,368.69
38,087,552.58 536,696.67
1 Pekerjaan tanah Galian tanah
m3
9.73
55,147.62
-
536,696.67
Urugan tanah kembali
m3
3.24
26,439.26
-
85,768.97
Plat lantai
m3
0.97
5,705,608.09
1,260,294.81
5,552,697.79
1,226,518.91
6,779,216.71
Kolom Praktis
m3
0.22
7,526,036.58
1,799,140.06
1,639,170.77
391,852.70
2,031,023.47
Ring balok
m3
0.37
7,382,120.84
1,485,963.62
2,726,660.15
548,855.52
3,275,515.67
Pasangan bata
m2
24.62
109,368.92
57,378.76
2,693,100.30
1,412,894.60
4,105,994.90
Plesteran
m2
49.25
31,915.61
49,913.60
1,571,779.82
2,458,144.97
4,029,924.79
Aci
m2
49.25
5,967.13
24,956.80
293,869.09
1,229,072.48
1,522,941.57
Tiang kolom kayu besi
m3
0.30
5,505,783.20
2,433,451.38
1,651,734.96
730,035.41
2,381,770.37
Kuda-kuda
m3
0.50
5,505,783.20
2,433,451.38
2,752,891.60
1,216,725.69
3,969,617.29
Gording
m3
0.80
2,577,230.74
1,216,725.69
2,061,784.59
973,380.55
3,035,165.14
Penutup atap seng spandek (0.03)
m2
25.00
58,341.46
25,164.23
1,458,536.42
629,105.72
2,087,642.14
Lisplank
m'
20.00
35,905.06
45,645.68
718,101.16
912,913.66
1,631,014.82
Cat tembok
m2
49.25
26,312.19
12,882.63
1,295,822.75
634,443.77
1,930,266.52
Cat kayu
m2
8.50
55,886.41
24,701.07
475,034.49
209,959.06
684,993.55
11,263,685.93
35,319,089.94
46,582,775.87 86,471.47
2 Pekerjaan beton
-
-
85,768.97 -
4 Pekerjaan dinding
5 Pekerjaan kayu
5 Pekerjaan Pengecatan
VIII. PEKERJAAN MENARA AIR 1 Pekerjaan tanah Galian tanah
m3
1.57
55,147.62
86,471.47
Urugan tanah kembali
m3
0.52
26,439.26
13,818.92
13,818.92
Pondasi
m3
0.74
5,541,972.41
895,716.97
4,103,276.37
663,188.84
4,766,465.21
Sloof
m3
0.37
5,493,576.16
1,326,134.39
2,030,425.75
490,139.27
2,520,565.02
2 Pekerjaan beton
4 Pekerjaan Besi Besi L 70x70x7
7.38 kg/m
kg
670.69
-
23,563.80
15,804,108.70
15,804,108.70
Pipa tangga 2in
3.93 kg/m
kg
65.55
-
23,563.80
1,544,663.64
1,544,663.64
5 Pekerjaan tanki air Profil tanki Sumur bor
bh
2.00
2,470,000.00
4,940,000.00 14,820,000.00
-
4,940,000.00
ls
1.00
14,820,000.00
14,820,000.00
Cat dasar meni besi (nippon paint)
m2
25.45
6,769.38
67,581.98
172,256.42
1,719,718.09
1,891,974.52
Cat finish (nippon paint)
m2
2.62
6,769.38
67,581.98
17,727.39
176,980.99
194,708.37
330,275,765.29
188,219,840.18
518,495,605.46
6 Pekerjaan Pengecatan
IX. PEKERJAAN PAGAR 1 Pekerjaan tanah Pengukuran dan Pemasanangan Bouplank
Ls
1.00
1,482,000.00
1,482,000.00
1,482,000.00
Galian tanah
m3
145.60
55,147.62
8,029,493.92
8,029,493.92
Urugan tanah kembali
m3
48.53
26,439.26
1,283,185.50
1,283,185.50
Kolom 20X20
m3
7.56
7,526,036.58
1,799,140.06
56,926,940.72
13,608,695.38
70,535,636.10
Sloof
m3
7.68
5,493,576.16
1,326,134.39
42,190,664.94
10,184,712.13
52,375,377.07
Ring balok
m3
7.68
7,382,120.84
1,485,963.62
56,694,688.03
11,412,200.56
68,106,888.59
2 Pekerjaan beton
4 Pekerjaan dinding Pasangan bata
m2
478.38
109,368.92
57,378.76
52,319,904.26
27,448,851.41
79,768,755.67
Plesteran
m2
1,139.00
31,915.61
49,913.60
36,351,876.47
56,851,590.29
93,203,466.76
Aci
m2
1,139.00
5,967.13
24,956.80
6,796,558.10
28,425,795.14
35,222,353.25
Pagar BRC depan dan di belakang ged power house
m'
70.00
543,400.00
38,038,000.00
38,038,000.00
Pintu pagar BRC depan
m'
4.00
543,400.00
2,173,600.00
2,173,600.00
Pipa tiang pagar BRC
btg
16.22
543,400.00
8,813,948.00
m2
1,139.00
26,312.19
Ls
1.00
5 Pekerjaan pagar BRC
8,813,948.00
6 Pekerjaan Pengecatan Cat tembok 7 Pekerjaan tembok & nama kantor (dari stenlis) PLN Pekerjaan tembok lapis batu alam candi (2mx1.25m) & nama PLN (dari stenlis)
12,882.63 14,820,000.00
29,969,584.77
14,673,315.84
44,642,900.61
14,820,000.00
14,820,000.00
REKAPITULASI RENCANA ANGGARAN BIAYA (RAB) PEKERJAAN : PEMBANGUNAN PLTD LISDES LOKASI : PLTD YABA KECAMATAN BACAN BARAT UTARA KAB. HALMAHERA SELATAN
No.
URAIAN PEKERJAAN
JUMLAH HARGA MATERIAL
I.
PEKERJAAN PERSIAPAN
II.
PEKERJAAN POWER HOUSE
III.
JUMLAH
JASA -
88,821,200.00
88,821,200.00
421,226,233.24
365,359,384.25
786,585,617.48
PEKERJAAN KANTOR PLN
345,273,213.80
185,603,123.43
530,876,337.23
IV.
PEKERJAAN RUMAH DINAS PLN
297,180,549.19
149,765,992.77
446,946,541.96
V.
PEKERJAAN GUDANG
149,489,894.37
66,309,739.16
215,799,633.53
VI.
PEKERJAAN LANDSCAP
402,237,098.38
338,659,122.29
740,896,220.67
VII.
PEKERJAAN OIL TRAP
24,891,183.89
13,196,368.69
38,087,552.58
VIII.
PEKERJAAN MENARA AIR
11,263,685.93
35,319,089.94
46,582,775.87
330,275,765.29
188,219,840.18
518,495,605.46
1,981,837,624.09
1,431,253,860.70
3,413,091,484.78
198,183,762.41
143,125,386.07
341,309,148.48
###
IX.
PEKERJAAN PAGAR
TERBILANG :
A.
JUMLAH
B.
PPn 10 % x A .
C.
JUMLAH TOTAL ( A + B )
2,180,021,386.50
1,574,379,246.76
3,754,400,633.26
D.
DIBULATKAN
2,180,021,000.00
1,574,379,000.00
3,754,400,000.00
Tiga Milyar Tujuh Ratus Lima Puluh Empat Juta Empat Ratus Ribu Rupiah
### ###
###
DAFTAR ANALISA SATUAN PEKERJAAN / SNI A.
PEKERJAAN PERSIAPAN
1
Anlisa SNI, Pekerjaan persiapan 6.4, 1M' Pengukuran dan Pemasangan Bouplank Bahan : 0.012 M3 Kayu kelas 2 @ Rp. 2,300,801.00 0.020 Kg Paku campuran @ Rp. 31,060.81 0.007 M3 Kayu Papan 3/20 @ Rp. 2,588,401.13 Upah : 0.100 Oh Tukang Kayu @ Rp. 146,100.86 0.100 Oh Pekerja @ Rp. 123,553.01 0.010 Oh Kepala Tukang @ Rp. 153,003.27 0.005 Oh Mandor @ Rp. 159,905.67
2
B. 1
2
3
4
C. 1
2
= Rp. = Rp. = Rp.
27,609.61 621.22 18,118.81
= = = =
Rp. Rp. Rp. Rp.
14,610.09 12,355.30 1,530.03 799.53
Analisa SNI, Pekerjaan persiapan 6.8, 1 M2 Membersihkan Lapangan dan Peralatan Upah : 0.100 Oh Pekerja @ Rp. 123,553.01 0.050 Oh Mandor @ Rp. 159,905.67
= Rp. = Rp.
12,355.30 7,995.28
PEKERJAAN TANAH Analisa SNI Pekerjaan tanah 6.1, 1 m³ Galian Tanah biasa sedalam 1 meter Upah : 0.400 Oh Pekerja @ Rp. 123,553.01 0.040 Oh Mandor @ Rp. 159,905.67
= Rp. = Rp.
49,421.21 6,396.23
Analisa SNI Pekerjaan tanah 6.9, 1 M3 Urugan tanah kembali Upah : 0.192 Oh Pekerja @ Rp. 0.019 Oh Mandor @ Rp.
123,553.01 159,905.67
= Rp. = Rp.
23,722.18 3,038.21
225,478.50
= Rp.
270,574.20
123,553.01 159,905.67
= Rp. = Rp.
98,842.41 9,594.34
356,624.16
= Rp.
427,948.99
123,553.01 159,905.67
= Rp. = Rp.
37,065.90 1,599.06
751,671.69 356,624.16
= Rp. = Rp.
902,006.02 106,987.25
123,553.01 146,100.86 153,003.27 159,905.67
= = = =
Analisa SNI Pekerjaan tanah 6.10 + 6.11, 1 M3 Urugan tanah dipadatkan Bahan : 1.200 M3 Tanah Urug @ Rp. Upah : 0.800 Oh Pekerja @ Rp. 0.060 Oh Mandor @ Rp. Analisa SNI Pekerjaan tanah 6.11, 1 M3 Urugan Pasir bawah lantai Bahan : 1.200 Oh Pasir Urug @ Rp. Upah : 0.300 Oh Pekerja @ Rp. 0.010 Oh Mandor @ Rp. ANALISA BIAYA KONSTRUKSI PEKERJAAN PONDASI BATU KALI Analisa SNI, Pekerjaan pondasi 6.14, 1 M3 Pasangan pondasi batu kosong Bahan : 1.200 M3 Batu Belah 15 / 20 @ Rp. 0.300 M3 Pasir Urug @ Rp. Upah : 0.780 Oh Pekerja @ Rp. 0.390 Oh Tukang Batu @ Rp. 0.039 Oh Kepala Tukang @ Rp. 0.039 Oh Mandor @ Rp.
Analisa SNI, Pekerjaan pondasi 6.6, 1 M 3 Pasangan pondasi batu kali, 1 Pc : 5 Ps Bahan : 1.100 M3 Batu Belah 15 / 20 @ Rp. 751,671.69 2.720 Zak Semen Portland @ Rp. 86,280.04 0.544 M3 Pasir Pasang @ Rp. 690,240.30 Upah : 1.500 Oh Pekerja @ Rp. 123,553.01 0.600 Oh Tukang Gali @ Rp. 146,100.86 0.060 Oh Kepala Tukang @ Rp. 153,003.27 0.075 Oh Mandor @ Rp. 159,905.67
Rp. Rp. Rp. Rp.
96,371.35 56,979.34 5,967.13 6,236.32
= Rp. = Rp. = Rp.
826,838.86 234,681.70 375,490.72
= = = =
185,329.52 87,660.52 9,180.20 11,992.93
Rp. Rp. Rp. Rp.
= Rp.
46,349.64
= Rp. = Rp.
29,294.95 75,644.58
= Rp. = Rp.
20,350.58 20,350.58
= Rp. = Rp.
55,817.43 55,817.43
= Rp. = Rp.
26,760.39 26,760.39
= Rp.
270,574.20
= Rp. = Rp.
108,436.75 379,010.95
= Rp.
427,948.99
= Rp. = Rp.
38,664.96 466,613.95
= Rp.
1,008,993.27
= Rp. = Rp.
165,554.14 1,174,547.41
= Rp.
1,437,011.28
= Rp. = Rp.
294,163.16 1,731,174.44
Daftar Analisa Satuan Pekerjaan
C. 1
2
3
4
5
6
ANALISA BIAYA KONSTRUKSI PEKERJAAN DINDING Analisa SNI, Pekerjaan dinding 6.9, 1 M2 Pasangan Batako Tebal 1/2 Bata, 1 Pc : 2 Ps Bahan : 30.000 Bh Batako 8 x 13 x 28 Cm @ Rp. 1,725.60 0.379 Zak Semen Portland @ Rp. 86,280.04 0.038 M3 Pasir Pasang @ Rp. 690,240.30 Upah : 0.320 Oh Pekerja @ Rp. 123,553.01 0.100 Oh Tukang Batu @ Rp. 146,100.86 0.010 Oh Kepala Tukang @ Rp. 153,003.27 0.015 Oh Mandor @ Rp. 159,905.67
Analisa SNI, Pekerjaan dinding 6.12, 1 M 2 Pasangan Batu bata Tebal 1/2 Bata, 1 Pc : 5 Ps Bahan : 30.000 Bh Batako 8 x 13 x 28 Cm @ Rp. 1,725.60 0.194 Zak Semen Portland @ Rp. 86,280.04 0.045 M3 Pasir Pasang @ Rp. 690,240.30 Upah : 0.320 Oh Pekerja @ Rp. 123,553.01 0.100 Oh Tukang Batu @ Rp. 146,100.86 0.010 Oh Kepala Tukang @ Rp. 153,003.27 0.015 Oh Mandor @ Rp. 159,905.67 Analisa SNI, Pekerjaan dinding 6.2, 1 M2 Pasangan Batu bata Tebal 1 Bata, 1 Pc : 2 Ps Bahan : 37.000 Bh Batako 8 x 13 x 28 Cm @ Rp. 1,725.60 0.870 Zak Semen Portland @ Rp. 86,280.04 0.080 M3 Pasir Pasang @ Rp. 690,240.30 Upah : 0.650 Oh Pekerja @ Rp. 123,553.01 0.200 Oh Tukang Batu @ Rp. 146,100.86 0.020 Oh Kepala Tukang @ Rp. 153,003.27 0.030 Oh Mandor @ Rp. 159,905.67 Analisa SNI, Pekerjaan dinding 6.5, 1 M2 Pasangan Batu bata Tebal 1 Bata, 1 Pc : 5 Ps Bahan : 37.000 Bh Batako 8 x 13 x 28 Cm @ Rp. 1,725.60 0.444 Zak Semen Portland @ Rp. 86,280.04 0.102 M3 Pasir Pasang @ Rp. 690,240.30 Upah : 0.650 Oh Pekerja @ Rp. 123,553.01 0.200 Oh Tukang Batu @ Rp. 146,100.86 0.020 Oh Kepala Tukang @ Rp. 153,003.27 0.030 Oh Mandor @ Rp. 159,905.67 Analisa SNI, 1 M' Pasangan Beton Kansteen tidak Bertulang Bahan : 3.000 Bh Beton Kansteen K 300 0.084 Zak Semen Portland 0.012 M3 Pasir Pasang Upah : 0.230 Oh Pekerja 0.100 Oh Tukang Batu 0.010 Oh Kepala Tukang 0.015 Oh Mandor Analisa SNI, 1 M2 Pasangan Dinding Glass Blok 20/20 Bahan : 25.000 Bh Glass Blok 20/20 0.045 Bahan Semen Portland Upah : 0.320 Oh Pekerja 0.100 Oh Tukang Batu 0.010 Oh Kepala Tukang 0.015 Oh Mandor
= Rp. = Rp. = Rp.
51,768.02 32,700.13 26,229.13
= = = =
Rp. Rp. Rp. Rp.
39,536.96 14,610.09 1,530.03 2,398.59
= Rp. = Rp. = Rp. = = = =
= Rp.
110,697.29
= Rp. = Rp.
58,075.67 168,772.96
51,768.02 16,703.82 31,060.81
= Rp.
99,532.65
Rp. Rp. Rp. Rp.
39,536.96 14,610.09 1,530.03 2,398.59
= Rp.
58,075.67
= Rp. = Rp. = Rp.
63,847.23 75,063.63 55,219.22
= Rp.
194,130.08
= = = =
Rp. Rp. Rp. Rp.
80,309.46 29,220.17 3,060.07 4,797.17
= Rp. = Rp.
117,386.87 311,516.95
= Rp. = Rp. = Rp.
63,847.23 38,308.34 70,404.51
= Rp.
172,560.08
= = = =
Rp. Rp. Rp. Rp.
80,309.46 29,220.17 3,060.07 4,797.17
= Rp. = Rp.
117,386.87 289,946.94
105,000.00 7,247.52 8,282.88
= Rp.
120,530.41
= Rp. = Rp.
46,955.90 167,486.30
#REF!
722,882.91
= Rp. = Rp.
58,075.67 780,958.58
@ Rp. @ Rp. @ Rp.
35,000.00 86,280.04 690,240.30
= Rp. = Rp. = Rp.
@ @ @ @
Rp. Rp. Rp. Rp.
123,553.01 146,100.86 153,003.27 159,905.67
= = = =
@ Rp. @ Rp.
28,760.01 86,280.04
@ @ @ @
Rp. Rp. Rp. Rp.
123,553.01 146,100.86 153,003.27 159,905.67
Rp. Rp. Rp. Rp.
28,417.19 14,610.09 1,530.03 2,398.59
= Rp. = Rp.
719,000.31 3,882.60
= = = =
Rp. Rp. Rp. Rp.
39,536.96 14,610.09 1,530.03 2,398.59
Daftar Analisa Satuan Pekerjaan
D. ANALISA BIAYA KONSTRUKSI PEKERJAAN PLESTERAN 1 Analisa SNI, Pekerjaan plesteran, 6.5, 1 M 2 Plesteran 1 Pc : 5 Ps, Tebal 15 mm Bahan : 0.086 Zak Semen Portland @ Rp. 86,280.04 0.022 M3 Pasir Halus (Plester) @ Rp. 1,035,360.45 Upah : 0.200 Oh Pekerja @ Rp. 123,553.01 0.150 Oh Tukang Batu @ Rp. 146,100.86 0.015 Oh Kepala Tukang @ Rp. 153,003.27 0.010 Oh Mandor @ Rp. 159,905.67 2
3
4
Analisa SNI, Pekerjaan plesteran, 6.3, 1 M 2 Plesteran 1 Pc : 3 Ps, Tebal 15 mm Bahan : 0.130 Zak Semen Portland @ Rp. 86,280.04 0.019 M3 Pasir Halus (Plester) @ Rp. 1,035,360.45 Upah : 0.200 Oh Pekerja @ Rp. 123,553.01 0.150 Oh Tukang Batu @ Rp. 146,100.86 0.015 Oh Kepala Tukang @ Rp. 153,003.27 0.010 Oh Mandor @ Rp. 159,905.67 Analisa SNI, Pekerjaan plesteran, 6.2, 1 M 2 Plesteran 1 Pc : 2 Ps, Tebal 15 mm Bahan : 0.170 Zak Semen Portland @ Rp. 86,280.04 0.017 M3 Pasir Halus (Plester) @ Rp. 1,035,360.45 Upah : 0.200 Oh Pekerja @ Rp. 123,553.01 0.150 Oh Tukang Batu @ Rp. 146,100.86 0.015 Oh Kepala Tukang @ Rp. 153,003.27 0.010 Oh Mandor @ Rp. 159,905.67 Analisa 1m2 Pekerjaan Acian Bahan : 0.070 Zak Semen Portland Upah : 0.100 Oh Pekerja 0.075 Oh Tukang Batu 0.008 Oh Kepala Tukang 0.005 Oh Mandor
@ Rp. @ @ @ @
Rp. Rp. Rp. Rp.
86,280.04 123,553.01 146,100.86 153,003.27 159,905.67
= Rp. = Rp.
7,454.60 22,777.93
= = = =
Rp. Rp. Rp. Rp.
24,710.60 21,915.13 2,295.05 1,599.06
= Rp. = Rp.
11,181.89 19,671.85
= = = =
Rp. Rp. Rp. Rp.
24,710.60 21,915.13 2,295.05 1,599.06
= Rp. = Rp.
14,702.12 17,601.13
= = = =
Rp. Rp. Rp. Rp.
24,710.60 21,915.13 2,295.05 1,599.06
= Rp.
6,039.60
= = = =
Rp. Rp. Rp. Rp.
12,355.30 10,957.56 1,147.52 799.53
= Rp.
30,232.53
= Rp. = Rp.
50,519.84 80,752.36
= Rp.
30,853.74
= Rp. = Rp.
50,519.84 81,373.58
= Rp.
32,303.25
= Rp. = Rp.
50,519.84 82,823.08
= Rp.
6,039.60
= Rp. = Rp.
25,259.92 31,299.52 114,122.61 112,673.10 112,051.88
= Rp. = Rp.
2,190,562.15 2,190,562.15
= Rp.
1,844,045.99
= Rp. = Rp.
257,005.22 2,101,051.21
= Rp.
1,984,993.05
Untuk Plesteran campuran 1 : 2 + Acian ……………………………… Untuk Plesteran campuran 1 : 3 + Acian ……………………………… Untuk Plesteran campuran 1 : 5 + Acian ……………………………… 4
E. 1
1
Analisa SNI, Pekerjaan Beton & plesteran, 6.1 + 6.2, 1 M 2 Beton Tumbuk Finising Plesteran 1 Pc : 3 Ps Bahan : 1.000 m3 Beton Tumbuk ad. 1 : 3 : 5 @ Rp. 2,101,051.21 = Rp. 1.100 m2 Plesteran ad. 1 Pc : 3 Ps @ Rp. 81,373.58 = Rp. ANALISA BIAYA KONSTRUKSI PEKERJAAN BETON Analisa SNI, Pekerjaan beton 6.1, 1 M³ Membuat beton tumbuk, 1 Pc : 3 Ps : 5 Kr Bahan : 4.360 Zak Semen Portland @ Rp. 86,280.04 0.520 M3 Pasir Beton @ Rp. 690,240.30 0.870 M3 Kerikil 2/3 @ Rp. 1,274,643.75 Upah : 1.650 Oh Pekerja @ Rp. 123,553.01 0.250 Oh Tukang Batu @ Rp. 146,100.86 0.025 Oh Kepala Tukang @ Rp. 153,003.27 0.080 Oh Mandor @ Rp. 159,905.67 Analisa SNI, Pekerjaan beton 6.13, 1 M3 Membuat Beton Tumbuk, 1 Pc : 2 Ps : 3 Kr Bahan : 6.720 Zak Semen Portland @ Rp. 86,280.04 0.540 M3 Pasir Beton @ Rp. 690,240.30 0.810 M3 Kerikil 2/3 @ Rp. 1,274,643.75
= Rp. = Rp. = Rp. = = = =
2,101,051.21 89,510.94
376,180.96 358,924.96 1,108,940.07
Rp. Rp. Rp. Rp.
203,862.47 36,525.22 3,825.08 12,792.45
= Rp. = Rp. = Rp.
579,801.85 372,729.76 1,032,461.44
Daftar Analisa Satuan Pekerjaan
Upah : 2.000 0.350 0.035 1.000 2
2
3
Oh Oh Oh Oh
Pekerja Tukang Batu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
123,553.01 146,100.86 153,003.27 159,905.67
= = = =
Rp. Rp. Rp. Rp.
Analisa SNI, Pekerjaan beton, 6.38, 1 M³ Membuat Poer Plat beton bertulang ( 200 kg/m3 ) Bahan : 0.200 M3 Kayu kelas II @ Rp. 2,300,801.00 = Rp. 1.500 Kg Paku campuran @ Rp. 31,060.81 = Rp. 0.400 Lt Minyak begesting @ Rp. 20,707.21 = Rp. 200.000 Kg besi beton @ Rp. 15,530.41 = Rp. 3.000 Kg Kawat ikat @ Rp. 25,884.01 = Rp. 6.460 Zak Semen Portland @ Rp. 86,280.04 = Rp. 0.520 M3 Pasir Beton @ Rp. 690,240.30 = Rp. 0.780 M3 Kerikil 2/3 @ Rp. 1,274,643.75 = Rp. Upah : 3.900 Oh Pekerja @ Rp. 123,553.01 = Rp. 0.380 Oh Tukang Batu @ Rp. 146,100.86 = Rp. 1.040 Oh Tukang kayu @ Rp. 146,100.86 = Rp. 1.050 Oh Tukang besi @ Rp. 146,100.86 = Rp. 0.245 Oh Kepala Tukang @ Rp. 153,003.27 = Rp. 0.165 Oh Mandor @ Rp. 159,905.67 = Rp. Analisa SNI, Pekerjaan beton,Membuat Sloof beton bertulang ( 160 kg/m3 Bahan : 0.088 M3 Kayu kelas II @ Rp. 0.280 M3 Papan kayu kelas II @ Rp. 2.000 Kg Paku campuran @ Rp. 0.600 Lt Minyak begesting @ Rp. 160.000 Kg besi beton @ Rp. 2.400 Kg Kawat ikat @ Rp. 8.000 Zak Semen Portland @ Rp. 0.400 M3 Pasir Beton @ Rp. 0.820 M3 Kerikil 2/3 @ Rp. Upah : 6.000 Oh Pekerja @ Rp. 1.000 Oh Tukang Batu @ Rp. 1.560 Oh Tukang kayu @ Rp. 1.120 Oh Tukang besi @ Rp. 0.100 Oh Kepala Tukang @ Rp. 0.300 Oh Mandor @ Rp.
247,106.03 51,135.30 5,355.11 159,905.67
460,160.20 46,591.22 8,282.88 3,106,081.35 77,652.03 557,369.04 358,924.96 994,222.13 481,856.75 55,518.33 151,944.90 153,405.91 37,485.80 26,384.44
= Rp. = Rp.
463,502.11 2,448,495.17
= Rp.
5,609,283.81
= Rp. = Rp.
906,596.12 6,515,879.94
= Rp.
5,560,299.76
= Rp. = Rp.
1,342,241.29 6,902,541.05
= Rp.
7,617,445.93
= Rp. = Rp.
1,820,991.96 9,438,437.89
) 2,300,801.00 2,588,401.13 31,060.81 20,707.21 15,530.41 25,884.01 86,280.04 690,240.30 1,274,643.75
= = = = = = = = =
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
202,470.49 724,752.32 62,121.63 12,424.33 2,484,865.08 62,121.63 690,240.30 276,096.12 1,045,207.88
123,553.01 146,100.86 146,100.86 146,100.86 153,003.27 159,905.67
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
741,318.08 146,100.86 227,917.35 163,632.97 15,300.33 47,971.70
= = = = = = = = =
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
1,495,520.65 1,397,736.61 124,243.25 41,414.42 2,484,865.08 62,121.63 690,240.30 276,096.12 1,045,207.88
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
901,937.00 146,100.86 482,132.85 163,632.97 87,211.86 39,976.42
Analisa SNI, Pekerjaan beton,6.40,1 M 3 Membuat Kolom beton bertulang ( 160 kg/m3 ) Bahan : 0.650 M3 Kayu kelas II @ Rp. 2,300,801.00 0.540 M3 Papan kayu kelas II @ Rp. 2,588,401.13 4.000 Kg Paku campuran @ Rp. 31,060.81 2.000 Lt Minyak begesting @ Rp. 20,707.21 160.000 Kg besi beton @ Rp. 15,530.41 2.400 Kg Kawat ikat @ Rp. 25,884.01 8.000 Zak Semen Portland @ Rp. 86,280.04 0.400 M3 Pasir Beton @ Rp. 690,240.30 0.820 M3 Kerikil 2/3 @ Rp. 1,274,643.75 Upah : 7.300 Oh Pekerja @ Rp. 123,553.01 1.000 Oh Tukang Batu @ Rp. 146,100.86 3.300 Oh Tukang kayu @ Rp. 146,100.86 1.120 Oh Tukang besi @ Rp. 146,100.86 0.570 Oh Kepala Tukang @ Rp. 153,003.27 0.250 Oh Mandor @ Rp. 159,905.67
Daftar Analisa Satuan Pekerjaan
4
5
6
F. 1
Analisa SNI, Pekerjaan beton,6.40,1 M 3 Membuat Kolom beton bertulang ( 200 kg/m3 ) Bahan : 0.650 M3 Kayu kelas II @ Rp. 2,300,801.00 0.540 M3 Papan kayu kelas II @ Rp. 2,588,401.13 4.000 Kg Paku campuran @ Rp. 31,060.81 2.000 Lt Minyak begesting @ Rp. 20,707.21 200.000 Kg besi beton @ Rp. 15,530.41 3.000 Kg Kawat ikat @ Rp. 25,884.01 8.000 Zak Semen Portland @ Rp. 86,280.04 0.400 M3 Pasir Beton @ Rp. 690,240.30 0.820 M3 Kerikil 2/3 @ Rp. 1,274,643.75 Upah : 7.300 Oh Pekerja @ Rp. 123,553.01 0.350 Oh Tukang Batu @ Rp. 146,100.86 3.300 Oh Tukang kayu @ Rp. 146,100.86 1.400 Oh Tukang besi @ Rp. 146,100.86 0.570 Oh Kepala Tukang @ Rp. 153,003.27 0.250 Oh Mandor @ Rp. 159,905.67
= = = = = = = = =
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
1,495,520.65 1,397,736.61 124,243.25 41,414.42 3,106,081.35 77,652.03 690,240.30 276,096.12 1,045,207.88
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
901,937.00 51,135.30 482,132.85 204,541.21 87,211.86 39,976.42
Analisa SNI, Pekerjaan beton, 6.41,1 M3 1 M3 Membuat Ring balok beton bertulang ( 160 kg/m3 ) Bahan : 0.780 M3 Kayu kelas II @ Rp. 2,300,801.00 = Rp. 0.420 M3 Papan kayu kelas II @ Rp. 2,588,401.13 = Rp. 3.200 Kg Paku campuran @ Rp. 31,060.81 = Rp. 1.600 Lt Minyak begesting @ Rp. 20,707.21 = Rp. 160.000 Kg besi beton @ Rp. 15,530.41 = Rp. 2.400 Kg Kawat ikat @ Rp. 25,884.01 = Rp. 6.460 Zak Semen Portland @ Rp. 86,280.04 = Rp. 0.520 M3 Pasir Beton @ Rp. 690,240.30 = Rp. 0.780 M3 Kerikil 2/3 @ Rp. 1,274,643.75 = Rp. Upah : 5.960 Oh Pekerja @ Rp. 123,553.01 = Rp. 0.350 Oh Tukang Batu @ Rp. 146,100.86 = Rp. 2.800 Oh Tukang kayu @ Rp. 146,100.86 = Rp. 1.400 Oh Tukang besi @ Rp. 146,100.86 = Rp. 0.455 Oh Kepala Tukang @ Rp. 153,003.27 = Rp. 0.208 Oh Mandor @ Rp. 159,905.67 = Rp. Analisa SNI, Pekerjaan beton,6.44, 1 M3 Membuat plat beton bertulang (100 kg/m3) Bahan : 0.637 M3 Kayu kelas II @ Rp. 2,300,801.00 2.500 Lbr Plywood 9 mm @ Rp. 235,141.86 3.000 Kg Paku campuran @ Rp. 31,060.81 1.200 Lt Minyak begesting @ Rp. 20,707.21 100.000 Kg besi beton @ Rp. 15,530.41 1.500 Kg Kawat ikat @ Rp. 25,884.01 8.000 Zak Semen Portland @ Rp. 86,280.04 0.400 M3 Pasir Beton @ Rp. 690,240.30 0.820 M3 Kerikil 2/3 @ Rp. 1,274,643.75 Upah : 5.600 Oh Pekerja @ Rp. 123,553.01 0.350 Oh Tukang Batu @ Rp. 146,100.86 2.300 Oh Tukang kayu @ Rp. 146,100.86 0.700 Oh Tukang besi @ Rp. 146,100.86 0.405 Oh Kepala Tukang @ Rp. 153,003.27 0.202 Oh Mandor @ Rp. 159,905.67
1,794,624.78 1,087,128.47 99,394.60 33,131.53 2,484,865.08 62,121.63 557,369.04 358,924.96 994,222.13 736,375.96 51,135.30 409,082.42 204,541.21 69,616.49 33,260.38
= = = = = = = = =
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
1,465,610.24 587,854.66 93,182.44 24,848.65 1,553,040.68 38,826.02 690,240.30 276,096.12 1,045,207.88
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
691,896.88 51,135.30 336,031.99 102,270.60 61,966.32 32,300.95
ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP LANTAI DAN DINDING Analisa SNI, Pekerjaan penutup lantai dan dinding, 6.9, 1 M 2 Pasangan lantai Ubin Granit 40x40 Bahan : 6.930 bh Ubin granit 40x40 @ Rp. 14,236.21 = Rp. 0.196 Zak Semen Portland @ Rp. 86,280.04 = Rp. 0.022 M³ Pasir Halus (Plester) @ Rp. 1,035,360.45 = Rp. 0.013 kg semen warna @ Rp. 25,739.06 = Rp.
98,656.91 16,910.89 22,260.25 334.61
= Rp.
8,254,192.61
= Rp. = Rp.
1,766,934.64 10,021,127.25
= Rp.
7,471,782.22
= Rp. = Rp.
1,504,011.76 8,975,793.98
= Rp.
5,774,906.97
= Rp. = Rp.
1,275,602.04 7,050,509.01
= Rp.
138,162.65
Daftar Analisa Satuan Pekerjaan
Upah : 0.250 0.120 0.012 0.0125 6
1
2
3
9
Oh Oh Oh Oh
Pekerja Tukang Batu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
123,553.01 146,100.86 153,003.27 159,905.67
Analisa SNI, Pekerjaan penutup lantai dan dinding, 6.47, 1 M 2 Pasangan lantai keramik 40 Bahan : 6.930 dos Keramik 40x40 @ Rp. 18,406.41 0.208 Zak Semen Portland @ Rp. 86,280.04 0.014 M³ Pasir Halus (Plester) @ Rp. 1,035,360.45 0.0135 kg semen warna @ Rp. 25,739.06 Upah : 0.270 Oh Pekerja @ Rp. 123,553.01 0.130 Oh Tukang Batu @ Rp. 146,100.86 0.013 Oh Kepala Tukang @ Rp. 153,003.27 0.014 Oh Mandor @ Rp. 159,905.67
= = = =
Rp. Rp. Rp. Rp.
= Rp. = Rp.
52,255.22 190,417.87
= Rp.
159,827.50
= Rp. = Rp.
56,500.19 216,327.69
= Rp.
403,826.24
= Rp. = Rp.
137,890.46 541,716.69
= Rp.
222,108.97
= Rp. = Rp.
100,424.21 322,533.19
= Rp.
367,220.49
= Rp. = Rp.
100,424.21 467,644.71
= Rp.
17,538.10
= Rp. = Rp.
12,734.93 30,273.03
x 40 = = = =
Rp. Rp. Rp. Rp.
127,556.41 17,946.25 13,977.37 347.48
= = = =
Rp. Rp. Rp. Rp.
33,359.31 18,993.11 1,989.04 2,158.73
Analisa SNI, Pekerjaan penutup lantai dan dinding, 6.47, 1 M 2 Pasangan lantai Andesit 30 x30 Bahan : 11.110 bh Batu Alam Andesit 30x30 @ Rp. 27,191.28 = Rp. 0.228 Zak Semen Portland @ Rp. 86,280.04 = Rp. 0.042 M³ Pasir Halus (Plester) @ Rp. 1,035,360.45 = Rp. 1.5000 kg semen warna @ Rp. 25,739.06 = Rp. Upah : 0.620 Oh Pekerja @ Rp. 123,553.01 = Rp. 0.350 Oh Tukang Batu @ Rp. 146,100.86 = Rp. 0.035 Oh Kepala Tukang @ Rp. 153,003.27 = Rp. 0.030 Oh Mandor @ Rp. 159,905.67 = Rp. Analisa SNI, Pekerjaan penutup lantai dan dinding, 6.68, 1 M 2 Pasangan dinding keramik 20 x 25 Bahan : 22.000 bh Keramik 20x25 @ Rp. 6,764.35 = Rp. 0.186 Zak Semen Portland @ Rp. 86,280.04 = Rp. 0.018 M³ Pasir halus (Plester) @ Rp. 1,035,360.45 = Rp. 1.500 kg semen warna @ Rp. 25,739.06 = Rp. Upah : 0.600 Oh Pekerja @ Rp. 123,553.01 = Rp. 0.100 Oh Tukang Batu @ Rp. 146,100.86 = Rp. 0.045 Oh Kepala Tukang @ Rp. 153,003.27 = Rp. 0.030 Oh Mandor @ Rp. 159,905.67 = Rp. Analisa SNI, Pekerjaan penutup lantai dan dinding, 6.68, 1 M 2 Pasangan Lantai Andesit 30 Bahan : 25.000 bh Keramik 20x20 @ Rp. 11,964.17 0.126 Zak Semen Portland @ Rp. 86,280.04 0.018 M³ Pasir halus (Plester) @ Rp. 1,035,360.45 1.500 kg semen warna @ Rp. 25,739.06 Upah : 0.600 Oh Pekerja @ Rp. 123,553.01 0.100 Oh Tukang Batu @ Rp. 146,100.86 0.045 Oh Kepala Tukang @ Rp. 153,003.27 0.030 Oh Mandor @ Rp. 159,905.67
30,888.25 17,532.10 1,836.04 1,998.82
302,095.17 19,637.34 43,485.14 38,608.59 76,602.87 51,135.30 5,355.11 4,797.17
148,815.81 16,048.09 18,636.49 38,608.59 74,131.81 14,610.09 6,885.15 4,797.17
x 30 = = = =
Rp. Rp. Rp. Rp.
299,104.13 10,871.28 18,636.49 38,608.59
= = = =
Rp. Rp. Rp. Rp.
74,131.81 14,610.09 6,885.15 4,797.17
Analisa SNI, Pekerjaan penutup lantai dan dinding, 6.24, 1 M' Pasangan plint ubin Granit 10 x 40 Bahan : 2.750 bh Plint Ubin Granit 10 x 40 @ Rp. 3,559.05 = Rp. 0.024 Zak Semen Portland @ Rp. 86,280.04 = Rp. 0.003 M³ Pasir halus (Plester) @ Rp. 1,035,360.45 = Rp. 0.100 kg semen warna @ Rp. 25,739.06 = Rp. Upah : 0.060 Oh Pekerja @ Rp. 123,553.01 = Rp. 0.030 Oh Tukang Batu @ Rp. 146,100.86 = Rp. 0.003 Oh Kepala Tukang @ Rp. 153,003.27 = Rp. 0.003 Oh Mandor @ Rp. 159,905.67 = Rp.
9,787.39 2,070.72 3,106.08 2,573.91 7,413.18 4,383.03 459.01 479.72
Daftar Analisa Satuan Pekerjaan
10 Analisa SNI, Pekerjaan penutup lantai dan dinding, 1 M2 Pasangan Paving Blok Bahan : 33.000 bh Paving Blok @ Rp. 2,847.24 Upah : 0.600 Oh Pekerja @ Rp. 123,553.01 0.400 Oh Tukang Batu @ Rp. 146,100.86 0.080 Oh Kepala Tukang @ Rp. 153,003.27 0.0600 Oh Mandor @ Rp. 159,905.67
11 Analisa SNI, Pekerjaan penutup lantai 1m2 Koral Sikat Bahan : 1.200 M2 Koral sikat 10.000 Kg Semen Portland 0.045 M³ Pasir Halus (Plester) 1.500 kg semen warna Upah : 0.250 0.120 0.012 0.0125
Oh Oh Oh Oh
Pekerja Tukang Batu Kepala Tukang Mandor
= Rp.
93,958.96
= = = =
Rp. Rp. Rp. Rp.
74,131.81 58,440.35 12,240.26 9,594.34
@ @ @ @
Rp. Rp. Rp. Rp.
212,824.09 1,725.60 1,035,360.45 25,739.06
= = = =
Rp. Rp. Rp. Rp.
255,388.91 17,256.01 46,591.22 38,608.59
@ @ @ @
Rp. Rp. Rp. Rp.
123,553.01 146,100.86 153,003.27 159,905.67
= = = =
Rp. Rp. Rp. Rp.
30,888.25 17,532.10 1,836.04 1,998.82
G. ANALISA BIAYA KONSTRUKSI PEKERJAAN LANGIT-LANGIT, KUSEN PINTU JENDELA DAN DINDING 1 Analisa SNI, Pekerjaan kayu / 6.38, 1 M2 Pasang Rangka Langit - langit ( 60x120 ) cm kayu kelas II Bahan : 0.012 M3 Kayu kelas II @ Rp. 2,300,801.00 = Rp. 27,609.61 0.100 Kg Paku campuran @ Rp. 31,060.81 = Rp. 3,106.08 Upah : 0.150 Oh Pekerja @ Rp. 123,553.01 = Rp. 18,532.95 0.250 Oh Tukang Kayu @ Rp. 146,100.86 = Rp. 36,525.22 0.025 Oh Kepala Tukang @ Rp. 153,003.27 = Rp. 3,825.08 0.075 Oh Mandor @ Rp. 159,905.67 = Rp. 11,992.93 2
3
4
5
Analisa SNI, Pekerjaan Langit-langit / 6.11, 1 M2 Langit - langit Tripleks ( 60 x 120 ) Cm, Tebal 3 mm Bahan : 0.375 Lbr Tripleks 3 mm @ Rp. 90,306.44 = Rp. 0.030 Kg Paku tripleks @ Rp. 30,543.13 = Rp. Upah : 0.070 Oh Pekerja @ Rp. 123,553.01 = Rp. 0.100 Oh Tukang Kayu @ Rp. 146,100.86 = Rp. 0.010 Oh Kepala Tukang @ Rp. 153,003.27 = Rp. 0.004 Oh Mandor @ Rp. 159,905.67 = Rp. Analisa SNI, Pekerjaan Langit-langit / 6.19, 1 M' Pasang List plafond kayu profil, Bahan : 1.050 m' List Plafond Profil @ Rp. 7,477.60 0.050 Kg Paku campuran @ Rp. 31,060.81 Upah : 0.021 Oh Pekerja @ Rp. 123,553.01 0.021 Oh Tukang Kayu @ Rp. 146,100.86 0.002 Oh Kepala Tukang @ Rp. 153,003.27 0.001 Oh Mandor @ Rp. 159,905.67 Analisa SNI, Pekerjaan kayu / 6.1, 1 M3 Pasang kusen pintu dan jendela kayu kelas 1 Bahan : 1.100 M3 Kayu kelas I @ Rp. 4,831,682.10 Upah : 6.000 Oh Pekerja @ Rp. 123,553.01 20.000 Oh Tukang Kayu @ Rp. 146,100.86 2.000 Oh Kepala Tukang @ Rp. 153,003.27 0.300 Oh Mandor @ Rp. 159,905.67 Analisa SNI, Pekerjaan kayu / 6.7, 1 M² Pekerjan membuat daun pintu panel kayu kelas 1 Bahan : 0.080 M3 Kayu kelas I @ Rp. 4,831,682.10
33,864.91 916.29 8,648.71 14,610.09 1,530.03 559.67
= Rp. = Rp.
7,851.48 1,553.04
= = = =
Rp. Rp. Rp. Rp.
2,594.61 3,068.12 306.01 159.91
= Rp.
5,314,850.31
= = = =
Rp. Rp. Rp. Rp.
741,318.08 2,922,017.27 306,006.53 47,971.70
= Rp.
386,534.57
= Rp.
93,958.96
= Rp. = Rp.
154,406.76 248,365.72
= Rp.
357,844.73
= Rp. = Rp.
52,255.22 410,099.95
=Rp.
30,715.69
=Rp. =Rp.
70,876.17 101,591.87
=Rp.
34,781.21
=Rp. =Rp.
25,348.50 60,129.71
=Rp.
9,404.52
=Rp. =Rp.
6,128.64 15,533.17
= Rp.
5,314,850.31
= Rp. = Rp.
4,017,313.59 9,332,163.90
= Rp.
386,534.57
Daftar Analisa Satuan Pekerjaan
Upah : 2.000 2.500 0.500 0.050 6
7
8
9
Oh Oh Oh Oh
Pekerja Tukang Kayu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
123,553.01 146,100.86 153,003.27 159,905.67
= = = =
Rp. Rp. Rp. Rp.
247,106.03 365,252.16 76,501.63 7,995.28
Analisa SNI, Pekerjaan kayu / 6.9, 1 M² Pekerjaan membuat daun pintu dan jendela kaca rangka kayu kelas 1 Bahan : 0.015 M3 Kayu kelas I @ Rp. 4,831,682.10 = Rp. 72,475.23 1.000 M² Kaca polos 5 mm @ Rp. 258,840.11 = Rp. 258,840.11 Upah : 0.800 Oh Pekerja @ Rp. 123,553.01 = Rp. 98,842.41 2.000 Oh Tukang Kayu @ Rp. 146,100.86 = Rp. 292,201.73 0.200 Oh Kepala Tukang @ Rp. 153,003.27 = Rp. 30,600.65 0.040 Oh Mandor @ Rp. 159,905.67 = Rp. 6,396.23 Analisa SNI, Pekerjaan kayu / 6.16,1 M2 Pasang Jalusi Mati Kusen kayu kelas 1 Bahan : 0.060 M3 Kayu kelas I @ Rp. 4,831,682.10 0.150 Kg Paku campuran @ Rp. 31,060.81 Upah : 0.500 Oh Pekerja @ Rp. 123,553.01 2.000 Oh Tukang Kayu @ Rp. 146,100.86 0.200 Oh Kepala Tukang @ Rp. 153,003.27 0.025 Oh Mandor @ Rp. 159,905.67 Analisa SNI, Pekerjaan kunci dan kaca, poin 6,17 /1 M 2 Buah Pasang Kaca, Tebal 3 mm Bahan : 1.100 M2 Kaca buram 3 mm @ Rp. 143,800.06 Upah : 0.015 Oh Pekerja @ Rp. 123,553.01 0.150 Oh Tukang Kayu @ Rp. 146,100.86 0.015 Oh Kepala Tukang @ Rp. 153,003.27 0.00075 Oh Mandor @ Rp. 159,905.67 Analisa SNI, Pekerjaan kunci dan kaca, poin 6,5 / 1 Buah Pasang Engsel Pintu Bahan : 1.000 Bh Engsel Pintu @ Rp. 47,051.38 Upah : 0.015 Oh Pekerja @ Rp. 123,553.01 0.150 Oh Tukang Kayu @ Rp. 146,100.86 0.015 Oh Kepala Tukang @ Rp. 153,003.27 0.00075 Oh Mandor @ Rp. 159,905.67
10 Analisa SNI, Pekerjaan kunci dan kaca, poin 6,6 / 1 Buah Pasang Engsel Jendela Bahan : 1.000 Bh Engsel Jendela @ Rp. 28,760.01 Upah : 0.010 Oh Pekerja @ Rp. 123,553.01 0.100 Oh Tukang Kayu @ Rp. 146,100.86 0.010 Oh Kepala Tukang @ Rp. 153,003.27 0.0005 Oh Mandor @ Rp. 159,905.67 11 Analisa SNI, Pekerjaan kunci dan kaca, poin 6,2 / 1 Buah Pasang Kunci Pintu 2 Slaag Bahan : 1.000 Bh Kunci Pintu 2 Slaag @ Rp. 189,816.08 Upah : 0.010 Oh Pekerja @ Rp. 123,553.01 0.500 Oh Tukang Kayu @ Rp. 146,100.86 0.010 Oh Kepala Tukang @ Rp. 153,003.27 0.005 Oh Mandor @ Rp. 159,905.67 12 Analisa SNI, Pekerjaan kunci dan kaca, poin 6,9 / 1 Buah Pasang Kait Angin Bahan : 1.000 Bh Kait Angin @ Rp.
20,707.21
= Rp. = Rp.
696,855.10 1,083,389.67
= Rp.
331,315.34
= Rp. = Rp.
428,041.02 759,356.36
= Rp. = Rp.
289,900.93 4,659.12
=Rp.
294,560.05
= = = =
Rp. Rp. Rp. Rp.
61,776.51 292,201.73 30,600.65 3,997.64
=Rp.
388,576.53 683,136.58
= Rp.
158,180.07
=Rp.
158,180.07
=Rp. =Rp.
26,183.40 184,363.47
=Rp.
47,051.38
=Rp. =Rp.
26,183.40 73,234.78
=Rp.
28,760.01
=Rp. =Rp.
17,455.60 46,215.61
=Rp.
189,816.08
=Rp. =Rp.
76,615.52 266,431.61
=Rp.
20,707.21
= = = =
Rp. Rp. Rp. Rp.
1,853.30 21,915.13 2,295.05 119.93
= Rp.
47,051.38
= = = =
Rp. Rp. Rp. Rp.
1,853.30 21,915.13 2,295.05 119.93
= Rp.
28,760.01
= = = =
Rp. Rp. Rp. Rp.
1,235.53 14,610.09 1,530.03 79.95
= Rp.
189,816.08
= = = =
Rp. Rp. Rp. Rp.
1,235.53 73,050.43 1,530.03 799.53
= Rp.
20,707.21
Daftar Analisa Satuan Pekerjaan
Upah : 0.015 0.150 0.015 0.0008
Oh Oh Oh Oh
Pekerja Tukang Kayu Kepala Tukang Mandor
H. ANALISA BIAYA PEKERJAAN SANITASI 1 Analisa SNI, Memasang Closed Duduk Bahan : 1.000 Buah Closed duduk 0.060 Harga Perlengkapan Upah : 3.300 Oh Pekerja 1.100 Oh Tukang Batu 0.001 Oh Kepala Tukang 0.160 Oh Mandor 1
2
3
4
5
Analisa SNI, Memasang Closed Jongkok Bahan : 1.000 Buah Closed jongkok 0.120 Zak Semen Portland 0.160 M³ Pasir pasang Upah : 1.000 Oh Pekerja 1.500 Oh Tukang Batu 1.500 Oh Kepala Tukang 0.160 Oh Mandor Analisa SNI, Bahan : 1.000 0.300 0.120 0.160 Upah : 1.000 1.500 1.500 0.160
@ @ @ @
Rp. Rp. Rp. Rp.
123,553.01 146,100.86 153,003.27 159,905.67
@ Rp. @ Rp.
2,675,831.56 2,675,831.56
@ @ @ @
= = = =
Rp. Rp. Rp. Rp.
1,853.30 21,915.13 2,295.05 119.93
= Rp. = Rp.
2,675,831.56 160,549.89
Rp. Rp. Rp. Rp.
123,553.01 146,100.86 153,003.27 159,905.67
= = = =
Rp. Rp. Rp. Rp.
407,724.95 160,710.95 153.00 25,584.91
@ Rp. @ Rp. @ Rp.
331,315.34 86,280.04 690,240.30
= Rp. = Rp. = Rp.
331,315.34 10,353.60 110,438.45
@ @ @ @
Rp. Rp. Rp. Rp.
123,553.01 146,100.86 153,003.27 159,905.67
= = = =
Rp. Rp. Rp. Rp.
123,553.01 219,151.30 229,504.90 25,584.91
=Rp. =Rp.
26,183.40 46,890.61
= Rp.
2,836,381.46
= Rp. = Rp.
594,173.81 3,430,555.26
= Rp.
452,107.40
= Rp. = Rp.
597,794.12 1,049,901.51
= Rp.
2,591,047.05
= Rp. = Rp.
597,794.12 3,188,841.16
Memasang 1 bh Urinoir Buah Harga Zak M³
Urinoir Perlengkapan Semen Portland Pasir pasang
@ @ @ @
Rp. Rp. Rp. Rp.
2,266,288.99 679,886.70 86,280.04 690,240.30
= = = =
Rp. Rp. Rp. Rp.
2,266,288.99 203,966.01 10,353.60 110,438.45
Oh Oh Oh Oh
Pekerja Tukang Batu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
123,553.01 146,100.86 153,003.27 159,905.67
= = = =
Rp. Rp. Rp. Rp.
123,553.01 219,151.30 229,504.90 25,584.91
@ Rp. @ Rp.
40,264.02 40,264.02
= Rp. = Rp.
48,316.82 14,092.41
= Rp.
62,409.23
= = = =
Rp. Rp. Rp. Rp.
10,007.79 19,723.62 2,065.54 655.61
= Rp.
32,452.57 94,861.80
= Rp. = Rp.
27,609.61 8,052.80
= Rp.
35,662.42
Rp. Rp. Rp. Rp.
4,447.91 8,766.05 918.02 287.83
= Rp.
14,419.81 50,082.23
= Rp. = Rp.
20,707.21 6,039.60
= Rp.
26,746.81
Analisa SNI, Memasang Pipa PVC diameter 4" Bahan : 1.200 M' Pipa PVC Ø 4" 0.350 Harga Perlengkapan pipa Upah : 0.081 Oh Pekerja 0.135 Oh Tukang Batu 0.014 Oh Kepala Tukang 0.0041 Oh Mandor Analisa SNI, Memasang Pipa PVC diameter 1,5" Bahan : 1.200 M' Pipa PVC Ø 1,5" 0.350 Harga Perlengkapan pipa Upah : 0.036 Oh Pekerja 0.060 Oh Tukang Batu 0.006 Oh Kepala Tukang 0.0018 Oh Mandor Analisa SNI, Memasang Pipa PVC diameter 1" Bahan : 1.200 M' Pipa PVC Ø 1" 0.350 Harga Perlengkapan pipa
@ @ @ @
Rp. Rp. Rp. Rp.
123,553.01 146,100.86 153,003.27 159,905.67
@ Rp. @ Rp.
23,008.01 23,008.01
@ @ @ @
Rp. Rp. Rp. Rp.
123,553.01 146,100.86 153,003.27 159,905.67
@ Rp. @ Rp.
17,256.01 17,256.01
= = = =
Daftar Analisa Satuan Pekerjaan
Upah : 0.036 0.060 0.006 0.0018 1
2
Oh Oh Oh Oh
Pekerja Tukang Batu Kepala Tukang Mandor
Analisa SNI, Memasang Pipa PVC diameter 1/2" Bahan : 1.200 M' Pipa PVC Ø 1/2" 0.350 Harga Perlengkapan pipa Upah : 0.036 Oh Pekerja 0.060 Oh Tukang Batu 0.006 Oh Kepala Tukang 0.0018 Oh Mandor Analisa SNI, Memasang Pipa PVC diameter 3" Bahan : 1.200 M' Pipa PVC Ø 3" 0.350 Harga Perlengkapan pipa Upah : 0.036 Oh Pekerja 0.060 Oh Tukang Batu 0.006 Oh Kepala Tukang 0.0018 Oh Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
123,553.01 146,100.86 153,003.27 159,905.67
@ Rp. @ Rp.
11,504.01 11,504.01
@ @ @ @
Rp. Rp. Rp. Rp.
123,553.01 146,100.86 153,003.27 159,905.67
@ Rp. @ Rp.
35,202.26 35,202.26
123,553.01 146,100.86 153,003.27 159,905.67
Wastavel Cermin Perlengkapan
@ Rp. @ Rp. @ Rp.
Semen Portland Pasir pasang Pekerja Tukang Batu Kepala Tukang Mandor
4,447.91 8,766.05 918.02 287.83
= Rp.
14,419.81 41,166.62
= Rp. = Rp.
13,804.81 4,026.40
= Rp.
17,831.21
Rp. Rp. Rp. Rp.
4,447.91 8,766.05 918.02 287.83
= Rp.
14,419.81 32,251.02
= Rp. = Rp.
42,242.71 12,320.79
= Rp.
54,563.50
= Rp. = Rp.
14,419.81 68,983.31
= = = =
4,447.91 8,766.05 918.02 287.83
2,208,768.96 250,000.00 2,208,768.96
= Rp. = Rp. = Rp.
2,208,768.96 250,000.00 773,069.14
@ Rp. @ Rp.
86,280.04 690,240.30
= Rp. = Rp.
10,353.60 6,902.40
= Rp.
3,249,094.10
@ @ @ @
123,553.01 146,100.86 153,003.27 159,905.67
= = = =
Rp. Rp. Rp. Rp.
123,553.01 211,846.25 22,950.49 15,990.57
= Rp.
374,340.32 3,623,434.43
822,536.36 822,536.36
= Rp. = Rp.
822,536.36 411,268.18
= Rp.
1,233,804.54
123,553.01 146,100.86 153,003.27 159,905.67
= = = =
Rp. Rp. Rp. Rp.
3,706.59 43,830.26 4,590.10 239.86
= Rp. = Rp.
52,366.81 1,286,171.34
14 Memasang 1 buah reservoir atas (stainless) kapasitas 2 m3 + Dudukan Upah dan Bahan 1.000 Unit Reservoir atas stainless @ Rp. 0.050 Harga Aksesories @ Rp. 0.025 Harga Alat bantu @ Rp. 0.100 Bahan Upah Memasang @ Rp.
6,902,403.00 6,902,403.00 6,902,403.00 7,420,083.23
= = = =
Rp. Rp. Rp. Rp.
6,902,403.00 345,120.15 172,560.08 742,008.32
= Rp. = Rp. = Rp.
7,420,083.23 742,008.32 8,162,091.55
15 Memasang 1 buah pembatas Urinoir Bahan : 1.000 Unit Pembatas Urinoir 0.050 Harga Perlengkapan
1,532,333.47 1,532,333.47
= Rp. = Rp.
1,532,333.47 76,616.67
= Rp.
1,608,950.14
Analisa SNI, Bahan : 1.000 1.000 0.350
Rp. Rp. Rp. Rp.
Rp. Rp. Rp. Rp.
Rp. Rp. Rp. Rp.
3
@ @ @ @
= = = =
= = = =
Memasang 1 Buah Wastavel + Cermin + Kran
Buah Buah Harga Barang 0.120 Zak 0.010 M³ Upah : 1.000 Oh 1.450 Oh 0.150 Oh 0.1000 Oh
Rp. Rp. Rp. Rp.
13 Analisa SNI, Memasang 1 Buah Kitchen Sink ( Bak Cuci Piring ) Bahan : 1.000 Buah Kitchen Sink @ Rp. 0.500 Harga Water drain + Assesoris @ Rp. Bahan Upah : 0.030 Oh Pekerja @ Rp. 0.300 Oh Tukang Batu @ Rp. 0.030 Oh Kepala Tukang @ Rp. 0.0015 Oh Mandor @ Rp.
@ Rp. @ Rp.
Daftar Analisa Satuan Pekerjaan
Upah : 0.500 0.050 0.600 0.030
Rp. Rp. Rp. Rp.
146,100.86 153,003.27 123,553.01 159,905.67
= = = =
Rp. Rp. Rp. Rp.
73,050.43 7,650.16 74,131.81 4,797.17
16 Memasang 1 buah Gantungan Handuk Upah dan Bahan 1.000 bh Gantungan Handuk 0.100 Oh Upah Memasang
@ Rp. @ Rp.
224,328.10 224,328.10
= Rp. = Rp.
17 Memasang 1 buah Shoap Dispenser Upah dan Bahan 1.000 bh Shoap Dispenser 0.100 Oh Upah Memasang
@ Rp. @ Rp.
112,164.05 112,164.05
18 Memasang 1 buah Tissue holder Upah dan Bahan 1.000 bh Tissue Holder 0.100 Oh Upah Memasang
@ Rp. @ Rp.
Memasang 1 buah Floor Drain Upah dan Bahan 1.000 bh Floor Drain 0.100 Oh Upah Memasang
20 Memasang 1 buah Dob Bak Air Upah dan Bahan 1.000 bh Dob Bak Air 0.100 Oh Upah Memasang
2
Oh Oh Oh Oh
Tukang batu Kepala tukang Pekerja Mandor
21 Memasang 1 buah clean out Bahan : 1.00 bh Clean out Upah : 0.15 Oh Tukang 0.02 Oh Kepala tukang 0.02 Oh Pekerja 0.00 Oh Mandor 3
Memasang 1 buah Kran Air Upah dan Bahan 1.000 bh Kran Air 0.100 Oh Upah Memasang
23 Memasang 1 buah Jet Spray Bahan : 1.000 bh Jet Spray 1.000 bh Stop Kran 0.350 Harga Jet Spray Upah : 0.100 Oh Tukang 0.010 Oh Kepala tukang 0.010 Oh Pekerja 0.005 Oh Mandor
@ @ @ @
= Rp. = Rp.
159,629.57 1,768,579.71
224,328.10 22,432.81
= Rp. = Rp. = Rp.
224,328.10 22,432.81 246,760.91
= Rp. = Rp.
112,164.05 11,216.40
= Rp. = Rp. = Rp.
112,164.05 11,216.40 123,380.45
66,723.23 66,723.23
= Rp. = Rp.
66,723.23 6,672.32
= Rp. = Rp. = Rp.
66,723.23 6,672.32 73,395.55
@ Rp. @ Rp.
45,440.82 45,440.82
= Rp. = Rp.
45,440.82 4,544.08
= Rp. = Rp. = Rp.
45,440.82 4,544.08 49,984.90
@ Rp. @ Rp.
21,167.37 21,167.37
= Rp. = Rp.
21,167.37 2,116.74
= Rp. = Rp. = Rp.
21,167.37 2,116.74 23,284.11
@ Rp.
112,164.05
= Rp.
112,164.05
= Rp.
112,164.05
@ @ @ @
Rp. Rp. Rp. Rp.
146,100.86 153,003.27 123,553.01 159,905.67
= = = =
= Rp. = Rp.
26,841.14 139,005.19
@ Rp. @ Rp.
= Rp. = Rp. = Rp.
34,512.02 3,451.20 37,963.22
= Rp.
209,890.57
= Rp. = Rp.
18,175.18 228,065.75
Rp. Rp. Rp. Rp.
21,915.13 2,295.05 2,471.06 159.91
34,512.02 34,512.02
= Rp. = Rp.
34,512.02 3,451.20
@ Rp. @ Rp. @ Rp.
523,432.23 34,512.02 557,944.24
= Rp. = Rp. = Rp.
523,432.23 34,512.02 195,280.48
@ @ @ @
146,100.86 153,003.27 123,553.01 159,905.67
= = = =
Rp. Rp. Rp. Rp.
55,817.43 #REF! 235,141.86 2,300,801.00 2,448,495.17 21,767.06 80,752.36 1,274,643.75 40,264.02 193,267.28 400,000.00
= = = = = = = = = = =
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
Rp. Rp. Rp. Rp.
24 Membuat 1 buah septiktank + bak peresapan 1,50 x 2,00 x 1,50 meter Upah dan Bahan 25.20 m3 Upah Galian tanah @ Rp. 16.31 m2 Pasangan batu bata @ Rp. 0.41 lbr Multipleks 9 mm @ Rp. 0.05 m3 Kayu @ Rp. 0.73 m3 Beton ad.1:2:3 @ Rp. 87.12 kg Besi beton @ Rp. 19.03 m2 Pekerjaan plesteran @ Rp. 0.03 m3 Batu pecah 2/3- 1/2 @ Rp. 1.75 m' Pipa PVC 4" @ Rp. 1.50 m' Pipa GIP 2" @ Rp. 1.00 unit Mainhole @ Rp.
14,610.09 1,530.03 1,235.53 799.53
1,406,599.29 #REF! 96,408.16 115,040.05 1,777,607.49 1,896,345.85 1,536,354.08 31,866.09 70,462.03 289,900.93 400,000.00
= Rp. = Rp.
#REF! #REF!
Daftar Analisa Satuan Pekerjaan
25 1 M' Saluran luar bangunan ( terbuka) Upah dan Bahan 0.52 m3 Galian tanah 0.14 m2 Urugan pasir 0.70 lbr Pas. batu bata 1/2 bt ad. 1:3 0.02 m3 Beton tidak bertulang 1:3:5, t=7 cm m3 Buis beton 1/2 n 30 cm 1.19 kg Pekerjaan plesteran
55,817.43 466,613.95 168,772.96 2,101,051.21 404,940.98 81,373.58
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
28,857.61 65,325.95 118,141.07 31,515.77 96,834.56
26 Membuat 1 buah bak kontrol pasangan batu bata ukuran (60x60) cm, tinggi 65 cm Upah dan Bahan 110.000 bh Batu bata @ Rp. 1,725.60 2.280 kg Semen portland @ Rp. 86,280.04 0.184 m3 Pasir urug @ Rp. 356,624.16 0.033 m3 Batu pecah 2/3- 1/2 @ Rp. 1,274,643.75 4.850 kg Besi beton @ Rp. 15,530.41 0.120 m3 Pasir beton @ Rp. 575,200.25 0.500 Oh Tukang batu @ Rp. 146,100.86 0.050 Oh Kepala tukang @ Rp. 153,003.27 1.500 Oh Pekerja @ Rp. 123,553.01 0.150 Oh Mandor @ Rp. 159,905.67 0.343 m3 Upah galian @ Rp. 55,817.43
= = = = = = = = = = =
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
189,816.08 196,718.49 65,618.84 42,063.24 75,322.47 69,024.03 73,050.43 7,650.16 185,329.52 23,985.85 19,145.38
26 Membuat 1 m' grill penutup saluran 13.640 m' Besi grill 30.3 0.150 Bahan Upah Membuat dan Memasang I. 1
2
3
3
@ @ @ @ @ @
Rp. Rp. Rp. Rp. Rp. Rp.
@ Rp. @ Rp.
12,186.19 166,219.67
ANALISA BIAYA PEKERJAAN PENGECATAN 1 M2 Pengecatan Bidang Kayu Baru (1 Lapis Plamir), 1 Lapis Cat Dasar, 3 Lapis Cat Penutup Bahan : 0.200 Kg Cat kayu @ Rp. 86,280.04 0.150 Kg Plamir @ Rp. 28,472.41 0.170 Kg Cat Dasar @ Rp. 28,472.41 0.350 Kg Cat Penutup 3 Kali @ Rp. 86,280.04 Upah : 0.070 Oh Pekerja @ Rp. 123,553.01 0.105 Oh Tukang Cat @ Rp. 146,100.86 0.004 Oh Kepala Tukang @ Rp. 153,003.27 0.0025 Oh Mandor @ Rp. 159,905.67 1 M2 Pengecatan Tembok Baru (1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup ) Bahan : 0.100 Kg Plamir @ Rp. 28,472.41 0.100 Kg Cat Dasar @ Rp. 28,472.41 0.260 Kg Cat Penutup 2 Kali (Interior) @ Rp. 80,528.04 Upah : 0.020 Oh Pekerja @ Rp. 123,553.01 0.063 Oh Tukang Cat @ Rp. 146,100.86 0.0063 Oh Kepala Tukang @ Rp. 153,003.27 0.0025 Oh Mandor @ Rp. 159,905.67
= Rp. = Rp.
340,674.96 340,674.96
= Rp. = Rp.
947,724.50 947,724.50
= Rp. = Rp.
191,152.62 191,152.62
= Rp.
56,565.19
= Rp. = Rp.
25,001.08 81,566.27
= Rp.
26,631.77
= Rp. = Rp.
13,039.10 39,670.87
2,847.24 2,847.24 6,580.29
= Rp.
12,274.77
2,471.06 9,204.35 963.92 399.76
= Rp.
13,039.10 25,313.87
2,847.24 2,847.24 20,937.29
= Rp.
26,631.77
166,219.67 24,932.95
= = = =
Rp. Rp. Rp. Rp.
17,256.01 4,270.86 4,840.31 30,198.01
= = = =
Rp. Rp. Rp. Rp.
8,648.71 15,340.59 612.01 399.76
= Rp. = Rp. = Rp.
2,847.24 2,847.24 20,937.29
= = = =
Rp. Rp. Rp. Rp.
1 M2 Pengecatan Tembok Baru (1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup ) Exterior Bahan : 0.100 Kg Plamir @ Rp. 28,472.41 = Rp. 0.100 Kg Cat Dasar @ Rp. 28,472.41 = Rp. 0.260 Kg Cat Penutup 2 Kali (Exterior) @ Rp. 25,308.81 = Rp. Upah : 0.020 Oh Pekerja @ Rp. 123,553.01 = Rp. 0.063 Oh Tukang Cat @ Rp. 146,100.86 = Rp. 0.0063 Oh Kepala Tukang @ Rp. 153,003.27 = Rp. 0.0025 Oh Mandor @ Rp. 159,905.67 = Rp. 1 M2 Pengecatan Plafond Baru (1 Lapis Plamir, 1 Lapis Cat Dasar, 2 Lapis Cat Penutup ) Bahan : 0.100 Kg Plamir @ Rp. 28,472.41 0.100 Kg Cat Dasar @ Rp. 28,472.41 0.260 Kg Cat Penutup 2 Kali @ Rp. 80,528.04
= Rp. = Rp.
= Rp. = Rp. = Rp.
2,471.06 9,204.35 963.92 399.76
Daftar Analisa Satuan Pekerjaan
Upah : 0.040 0.126 0.0126 0.0050 4
J. 1
2
3
3
3
Oh Oh Oh Oh
Pekerja Tukang Cat Kepala Tukang Mandor
1 M2 Pengecatan meni atap seng dengan meni besi Bahan : 0.100 Kg Meni besi 0.010 bh Kuas 0.002 M3 Perancah kayu Upah : 0.250 Oh Pekerja 0.225 Oh Tukang Cat 0.0225 Oh Kepala Tukang 0.0075 Oh Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
123,553.01 146,100.86 153,003.27 159,905.67
@ Rp. @ Rp. @ Rp.
22,000.00 5,000.00 2,300,801.00
@ @ @ @
Rp. Rp. Rp. Rp.
123,553.01 146,100.86 153,003.27 159,905.67
ANALISA BIAYA PEKERJAAN KAYU DAN ATAP Analisa SNI, Pekerjaan kayu / 6.27, 1 M3 Pasang konstruksi kuda - kuda Kayu kelas 1 Bahan : 1.100 M3 Kayu kelas I @ Rp. 4,831,682.10 15.000 Kg Besi begel @ Rp. 15,530.41 0.800 Kg Paku campuran @ Rp. 31,060.81 Upah : 4.000 Oh Pekerja @ Rp. 123,553.01 12.000 Oh Tukang Kayu @ Rp. 146,100.86 1.200 Oh Kepala Tukang @ Rp. 153,003.27 0.200 Oh Mandor @ Rp. 159,905.67 Analisa SNI, Pekerjaan kayu / 6.28, 1 M3 Pasang konstruksi gording kayu kelas 2 Bahan : 1.100 M3 Kayu kelas 2 @ Rp. 2,300,801.00 2.500 Kg Paku campuran @ Rp. 31,060.81 Upah : 2.000 Oh Pekerja @ Rp. 123,553.01 6.000 Oh Tukang Kayu @ Rp. 146,100.86 0.600 Oh Kepala Tukang @ Rp. 153,003.27 0.100 Oh Mandor @ Rp. 159,905.67 Analisa SNI, Pekerjaan kayu / 6.28, 1 M3 Pasang Pagar Kayu Profil kayu kelas 1 Bahan : 1.100 M3 Kayu kelas 1 @ Rp. 4,831,682.10 2.500 Kg Paku campuran @ Rp. 31,060.81 Upah : 1.000 Oh Pekerja @ Rp. 123,553.01 3.000 Oh Tukang Kayu @ Rp. 146,100.86 0.300 Oh Kepala Tukang @ Rp. 153,003.27 0.050 Oh Mandor @ Rp. 159,905.67 Analisa SNI, Pekerjaan kayu / 6.31, 1 M² Pasang kaso + reng genteng metal kayu kelas 2 Bahan : 0.012 M3 Kayu kelas 2 @ Rp. 2,300,801.00 0.150 Kg Paku campuran @ Rp. 31,060.81 Upah : 0.100 Oh Pekerja @ Rp. 123,553.01 0.100 Oh Tukang Kayu @ Rp. 146,100.86 0.010 Oh Kepala Tukang @ Rp. 153,003.27 0.005 Oh Mandor @ Rp. 159,905.67 1 M' Pasang Lisplang kayu (3x20) Cm, Bahan : 0.0072 M3 Kayu kelas I 0.050 Kg Paku campuran Upah : 0.100 Oh Pekerja 0.200 Oh Tukang Kayu 0.025 Oh Kepala Tukang 0.0050 Oh Mandor
@ Rp. @ Rp. @ @ @ @
Rp. Rp. Rp. Rp.
4,831,682.10 31,060.81 123,553.01 146,100.86 153,003.27 159,905.67
= = = =
Rp. Rp. Rp. Rp.
4,942.12 18,408.71 1,927.84 799.53
= Rp. = Rp. = Rp.
2,200.00 50.00 4,601.60
= = = =
Rp. Rp. Rp. Rp.
30,888.25 32,872.69 3,442.57 1,199.29
= Rp. = Rp. = Rp.
5,314,850.31 232,956.10 24,848.65
= = = =
Rp. Rp. Rp. Rp.
494,212.05 1,753,210.36 183,603.92 31,981.13
= Rp. = Rp.
2,530,881.10 77,652.03
= = = =
Rp. Rp. Rp. Rp.
247,106.03 876,605.18 91,801.96 15,990.57
= Rp. = Rp.
5,314,850.31 77,652.03
= = = =
Rp. Rp. Rp. Rp.
123,553.01 438,302.59 45,900.98 7,995.28
= Rp. = Rp.
27,609.61 4,659.12
= = = =
Rp. Rp. Rp. Rp.
12,355.30 14,610.09 1,530.03 799.53
= Rp. = Rp.
34,788.11 1,553.04
= = = =
12,355.30 29,220.17 3,825.08 799.53
Rp. Rp. Rp. Rp.
= Rp. = Rp.
26,078.20 52,709.97
= Rp.
6,851.60
= Rp. = Rp.
68,402.81 75,254.42
= Rp.
5,572,655.06
= Rp. = Rp.
2,463,007.47 8,035,662.53
= Rp.
2,608,533.13
= Rp. = Rp.
1,231,503.74 3,840,036.87
= Rp.
5,392,502.34
= Rp. = Rp.
615,751.87 6,008,254.21
= Rp.
32,268.73
= Rp. = Rp.
29,294.95 61,563.68
=Rp.
36,341.15
=Rp. =Rp.
46,200.08 82,541.24
Daftar Analisa Satuan Pekerjaan
4
5
6
K. 1
2
3
2
3
1 M2 Pasang Bahan : 0.780 0.020 Upah : 0.120 0.060 0.006 0.006
Atap Seng Gelombang
1 M2 Pasang Bahan : 1.020 0.200 Upah : 0.200 0.100 0.010 0.001
Atap Pasangan Sirap
Lbr Kg
Seng Gelombang Bjls 30 Paku seng
@ Rp. @ Rp.
Oh Oh Oh Oh
Pekerja Tukang Kayu Kepala Tukang Mandor
@ @ @ @
74,776.03 36,237.62
= Rp. = Rp.
58,325.31 724.75
Rp. Rp. Rp. Rp.
123,553.01 146,100.86 153,003.27 159,905.67
= = = =
Rp. Rp. Rp. Rp.
14,826.36 8,766.05 918.02 959.43
105,606.77 6,212.16
Lbr Kg
Sirap Paku campur
@ Rp. @ Rp.
103,536.05 31,060.81
= Rp. = Rp.
Oh Oh Oh Oh
Pekerja Tukang Kayu Kepala Tukang Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
123,553.01 146,100.86 153,003.27 159,905.67
= = = =
@ Rp. @ Rp.
97,784.04 36,237.62
1 M' Pasang Bubunagan Nok Seng / Talang Dalam Bahan : 0.300 Lbr Seng Plat Bjls 0,25 0.040 Kg Paku seng Upah : 0.150 Oh Pekerja 0.070 Oh Tukang Kayu 0.008 Oh Kepala Tukang 0.006 Oh Mandor
@ @ @ @
Rp. Rp. Rp. Rp.
24,710.60 14,610.09 1,530.03 159.91
= Rp. = Rp.
29,335.21 1,449.50
Rp. Rp. Rp. Rp.
123,553.01 146,100.86 153,003.27 159,905.67
= = = =
Rp. Rp. Rp. Rp.
18,532.95 10,227.06 1,224.03 959.43
ANALISA BIAYA PEKERJAAN LISTRIK Memasang 1 buah lampu TL RM. 1X20 WATT Upah dan Bahan : 1.000 Set Lampu TL.1x20 watt ex.Philip 0.200 Harga Trafo dan aksesories 0.150 Ls Upah Pemasangan
@ Rp. @ Rp. @ Rp.
143,800.06 143,800.06 172,560.08
= Rp. = Rp. = Rp.
143,800.06 28,760.01 25,884.01
Memasang 1 buah lampu Down Light (DL) PL 25 watt Upah dan Bahan : 1.000 Set Lampu Down Light (DL) PL 25 watt 0.200 Harga Trafo dan aksesories 0.150 Ls Upah Pemasangan
@ Rp. @ Rp. @ Rp.
51,768.02 51,768.02 62,121.63
= Rp. = Rp. = Rp.
51,768.02 10,353.60 9,318.24
Memasang 1 buah lampu Down Light (DL) dengan pijar 25 watt Upah dan Bahan : 1.000 Set Down Light (DL) pijar 25 watt @ Rp. 0.200 Harga Trafo dan aksesories @ Rp. 0.150 Ls Upah Pemasangan @ Rp.
10,928.80 10,928.80 13,114.57
= Rp. = Rp. = Rp.
10,928.80 2,185.76 1,967.18
Memasang 1 buah instalasi titik lampu NYM 3X2,5 mm2 Upah dan Bahan : 10.000 m' Inst. NYM 3X2,5 mm2 4.000 m' Pipa PVC 20 mm2 1.000 unit T. Dos + L Bow 1.000 Ls Upah Pemasangan
@ @ @ @
Rp. Rp. Rp. Rp.
12,654.41 10,353.60 9,203.20 75,000.00
= = = =
Rp. Rp. Rp. Rp.
126,544.06 41,414.42 9,203.20 75,000.00
Memasang 1 buah instalasi stop kontak Upah dan Bahan : 10.000 m' Inst. NYM 3X2,5 mm2 4.000 m' Pipa PVC 20 mm2 1.000 unit T. Dos + L Bow 1.000 unit In-BOW Dos 1.000 Ls Upah Pemasangan
@ @ @ @ @
Rp. Rp. Rp. Rp. Rp.
12,654.41 10,353.60 9,203.20 5,752.00 75,000.00
= = = = =
Rp. Rp. Rp. Rp. Rp.
126,544.06 41,414.42 9,203.20 5,752.00 75,000.00
=Rp.
59,050.06
=Rp. =Rp.
25,469.87 84,519.92
=Rp.
111,818.93
=Rp. =Rp.
41,010.63 152,829.56
=Rp.
30,784.72
=Rp. =Rp.
30,943.47 61,728.19
= Rp. = Rp.
198,444.09 198,444.09
= Rp. = Rp.
71,439.87 71,439.87
= Rp. = Rp.
15,081.75 15,081.75
= Rp. = Rp.
252,161.68 252,161.68
= Rp. = Rp.
257,913.68 257,913.68
Daftar Analisa Satuan Pekerjaan
4
5
6
7
Memasang 1 buah Saklar Ganda Upah dan Bahan : 1.000 Set Saklar Ganda 0.200 Harga In-BOW Dos 0.150 Ls Upah Pemasangan
@ Rp. @ Rp. @ Rp.
31,636.01 31,636.01 37,963.22
= Rp. = Rp. = Rp.
31,636.01 6,327.20 5,694.48
Memasang 1 buah Saklar Tunggal Upah dan Bahan : 1.000 Set Saklar Tunggal 0.200 Harga In-BOW Dos 0.150 Ls Upah Pemasangan
@ Rp. @ Rp. @ Rp.
29,335.21 29,335.21 35,202.26
= Rp. = Rp. = Rp.
29,335.21 5,867.04 5,280.34
Memasang 1 buah Stop Kontak Upah dan Bahan : 1.000 Set Stopk Kontak 0.200 Harga In-BOW Dos 0.150 Ls Upah Pemasangan
@ Rp. @ Rp. @ Rp.
31,636.01 31,636.01 37,963.22
= Rp. = Rp. = Rp.
31,636.01 6,327.20 5,694.48
Memasang 1 buah Stop Kontak AC Upah dan Bahan : 1.000 Set Stopk Kontak AC 0.200 Harga In-BOW Dos 0.050 Ls Upah Pemasangan
@ Rp. @ Rp. @ Rp.
80,528.04 80,528.04 96,633.64
= Rp. = Rp. = Rp.
80,528.04 16,105.61 4,831.68
= Rp. = Rp.
43,657.70 43,657.70
= Rp. = Rp.
40,482.59 40,482.59
= Rp. = Rp.
43,657.70 43,657.70
= Rp. = Rp.
101,465.32 101,465.32
Daftar Analisa Satuan Pekerjaan
No
URAIAN
SATUAN
1
Pekerja
orang hari
2
Tukang batu terampil
orang hari
3
Tukang kayu terampil
orang hari
4
Tukang besi terampil
orang hari
5
Kepala Tukang
orang hari
6
Mandor
orang hari
7
Penjaga
orang hari
8
Operator
orang hari
DAFTA No
BAHAN
SATUAN BAHAN ALAMI
1
Tanah Urug
1 m3
2
Pasir Urug
1 m3
3
Pasir Beton
1 m3
4
Pasir Pasang
1 m3
5
Pasir Halus (Plester)
1 m3
6
Sirtu
1 m3
7
Kerikil 1/2 - 2/3
1 m3
8
Batu Kali gunung pecah
1 m3
9
Batu belah 3/5 - 5/7 ( Sten slaag )
1 m3
10
Batu Batako / Bata semen
1 bh
11
Kayu kelas I
1 m3
12
Kayu kelas ll
1 m3
13
Papan kayu kelas I
1 m3
14
Papan kayu kelas II
1 m3 SEMEN
1
Semen PC / 50 kg
1 sak
2
Semen PC / 50 kg
1 kg
3
Semen warna
1 kg BAHAN BAKU
1
Paku Campuran
1 kg
2
Paku seng
1 kg
3
Paku tripleks
1 kg
4
Paku skrup
1 kg
5
Skrup nok
1 bj
6
Paku rivet
1 bj
7
Fisher
1 bj
8
Rangka Hollow Galvalum 40 x 40 x 0,7 mm
1 btg
9
Rangka Hollow Galvalum 40 x 20 x 0,7 mm
1 btg
10
Besi plat 2 mm uk. 120X240 mm
1 lbr
11
Besi Strip 30.3 mm
1 m'
12
Besi Strip 35.4 mm
1 m'
13
Besi Angker Ø8 mm - 35 cm
1 btg
14
Besi Hollow 40X40X2 mm
1 m'
15
Besi Hollow 40X20X2 mm
1 m'
16
Wall Angle
1 btg
17
Suspention Road (pjg = 3,6 m')
1 Unit
18
Besi beton
1 kg
19
Besi Baja WF
1 kg
20
Kawat ikat
1 kg
No
BAHAN
SATUAN BAHAN LANTAI / UBIN
1
Ubin Granit 40x40
1 bh
2
Plint Ubin Granit 10 x 40
1 bh
3
GRC (panel GRC + rangka + pasangan)
1 m2
4
Keramik 20 x 20
1 bh
5
Keramik 20 x 25 kwalitas baik
1 bh
6
Keramik 30 x 30
1 bh
7
Keramik 40 x 40
1 bh
Batu Alam Andesit 20x20
1 bh
Batu Alam Andesit 30x30
1 bh
Paving Blok
1 bh
Koral Sikat
1m2
8
BAHAN LANGIT-LANGIT/DINDING 1
Tripleks 4 mm
1 Lbr
2
Tripleks 3 mm lapis aluminium
1 Lbr
3
Teakswood 3 mm
1 Lbr
4
Plywood 9 mm
1 Lbr
5
Gypsum board 9 mm
1 Lbr
6
List plafond gypsum profil
1 m'
7
List plafond kayu profil
1 m'
8
Drywall Screw
1 zak
9
Cornice Adhesive
1 roll
10
Catton Tape
1 m'
11
Kusen aluminium
1 m'
12
Tiang Bingkai Pintu Aluminium
m'
13
Ambang Atas Bingkai Pintu Aluminium
m'
14
Ambang Bawah Bingkai Pintu Aluminium
m'
15
Bingkai Jendela Aluminium
m'
16
Jendela nako lengkap terali
set/daun
17
Daun pintu panil Aluminium Type A
1 unit
18
Daun pintu panil Aluminium Type B
1 unit
19
Karet dan silent
1 m' BAHAN PENUTUP ATAP
1
Seng gelombang Bjls. 0.25 mm
1 Lbr
2
Seng plat Bjls. 0.30 mm
1 Lbr
3
Atap spandek, tebal=0,45 mm
1 m2
4
Bubungan atap spandek model U, pjg = 110 cm
1 lbr
5
Glsswool, tbl = 5 cm; lbr = 1,20 meter ; pjg = 15 meter
1 roll
6
Aluminium foil single side, lebar 1,25 X 60 meter
1 roll
7
Wiremesh, uk. Kotak 7,5X7,5 cm, lbr = 1,8 meter, pjg = 30 m'
1 roll
8
Genteng metal roof
1 Lbr
9
Bubungan genteng metal roof
1 m'
Atap sirap
1 m2 BAHAN PENGGANTUNG
1
Kunci pintu kualitas Baik
set
2
Lockcase For Aluminium Door (Enterance)
set
3
Kunci pintu selinder
set
4
Window Hook
psg
5
Window Fastener
psg
6
Handle stainless pintu aluminium dan kayu (pintu double), h = 600 mm
set
7
Handle + kunci stainless pintu aluminium
set
8
Handle + kunci stainless pintu kayu
set
9
Grendel pintu
set
10
Grendel Jendela
set
11
Expanyolet
set
12
Engsel pintu
bh
13
Engsel jendela
bh
No
BAHAN
SATUAN BAHAN KACA
1
Kaca polos 5 mm
1 m2
2
Kaca Buram 3 mm
1 m2
3
Kaca Stopsol 12 mm
1 m2
4
Patch fitting
1 set
5
Glass Blok
1 bh BAHAN CAT/ FINISHING
1
Cat kayu / besi KW 1
1 kg
2
Cat tembok Interior
1 kg
3
Cat tembok Exterior
1 kg
4
Cat dasar
1 kg
5
Cat plamur
1 kg
6
Cat meni besi
1 kg
7
Cat Melamin
1 kg
8
Cat undercoating
1 kg
9
Membrane Fibre (100X25) cm
1 lbr
10
Cat Water Proofing
1 kg
11
Dempul
1 kg
12
Minyak Cat
1 ltr
13
Minyak begesting
1 ltr
14
Kertas Amplas / Kertas gosok
1 lbr
15
Aspal
1 Kg BAHAN MEKANIKAL
1
Panel Pompa air bersih ( Automatis & Manual sistem )
1 Unit
2
Reservoir atas stainless Kap. 2200 Ltr
1 unit
3
Buis beton 1/2 diameter 30 cm, panjang 100 cm
1 unit
4
Pipa PVC diameter 1/2" AW
1m'
5
Pipa PVC diameter 3/4" AW
1m'
6
Pipa PVC diameter 1" AW
1m'
7
Pipa PVC diameter 1,5' D
1m'
8
Pipa PVC diameter 3" D
1m'
9
Pipa PVC diameter 4" D
1 m'
10
Pipa GIP diameter 2" D
1 m'
11
Pipa GIP diameter 3" D
1 m'
12
Pipa galvanise black steel medium A Ø 4 "
1 m'
13
Pipa galvanise black steel medium A Ø 6 "
1 m'
14
Clien Out
1 m'
15
Kitchen Sink
1 bh
16
Klosed jongkok INA
1 bh
17
Klosed duduk INA/TOTO
1 bh
18
Washtavel
1 bh
19
Urinoir
1 bh
20
Kran air kuningan
1 bh
21
Sower
1 bh
22
Floor drain
1 bh
23
Roof Drain
1 bh
24
Dop bak air
1 bh
25
Pembatas Urinoir
1 set
26
Cermin wastafel
1 bh
27
Gantungan handuk
1 bh
28
Shoap dispenser
1 set
29
Tissue holder
1 bh
30
Jet spray
1 bh
31
Stop kran jet spray
1 bh
No
BAHAN
SATUAN BAHAN LISTRIK
1
Panel LVMDP, 60X80 cm2
set
2
Panel utama PP-01, 60X80 cm2
set
3
Panel AC lantai 01
set
4
Panel utama PP-06, 60X80 cm2
set
5
Inst. Penerangan & Stop Kontak NYM 3X2,5 mm2 ex. Supreme
mtr
6
Pipa PVC 20 mm2 ex Clipsal
mtr
7
In-Bow Dos ex. Panasonic
bh
8
T. Dos + L-Bow ex. Clipsal
bh
9
Stop kontak ex Clipsal
bh
10
Stop kontak AC ex Clipsal
bh
11
Sakelar Tunggal ex Clipsal
bh
12
Sakelar Ganda ex Clipsal
bh
13
Exhaus Fan 25 cm2
bh
14
Lampu TL. Neon 1X20 watt ex.Philip
bh
15
Lampu TL Jari-jari 18 Watt
bh
16
Lampu Pijar 15 Watt
bh
17
Viting Lampu
bh
18
Pembuatan grounding
ttk
19
Kawat BC 35 mm
20
Boks MCB
bh
21
MCB 2 Fase
bh
meter
DAFTAR UPAH HARGA (Rp) 123,553.01 146,100.86 146,100.86 146,100.86 153,003.27 159,905.67 139,198.46 178,312.08
DAFTAR HARGA BARANG HARGA (Rp)
HAN ALAMI 225,478.50 356,624.16 575,200.25 690,240.30 1,035,360.45 621,216.27 1,274,643.75 751,671.69 1,134,294.89 1,725.60 4,831,682.10 2,300,801.00 4,831,682.10 2,588,401.13 SEMEN 86,280.04 2,163.90 25,739.06
AHAN BAKU 31,060.81 36,237.62 30,543.13 28,679.48 983.59 1,656.58 6,936.92
19,568.31 16,772.84 583,115.01 12,186.19 15,602.88 5,637.54 33,649.21 16,600.28 23,192.07 16,565.77 15,530.41 31,060.81 25,884.01
HARGA
N LANTAI / UBIN 14,236.21 3,559.05 1,309,730.97 5,886.02 6,764.35 9,778.40 18,406.41 11,964.17 27,191.28 2,847.24 212,824.09
GIT-LANGIT/DINDING 90,306.44 126,544.06 116,420.53 235,141.86 110,438.45 13,229.61 7,477.60 112,164.05 98,704.36 14,955.21 104,686.45 90,479.00 98,704.36 131,605.82 98,704.36 59,820.83 1,495,520.65 1,794,624.78 2,991.04 PENUTUP ATAP 74,776.03 97,784.04 314,059.34 53,838.74 523,432.23 523,432.23
822,536.36 80,528.04 34,512.02 103,536.05 PENGGANTUNG 189,816.08 575,200.25 201,320.09 57,520.03 40,264.02 747,760.33 517,680.23 402,640.18 40,264.02 20,707.21 20,707.21 47,051.38 28,760.01
HARGA
AHAN KACA 258,840.11 143,800.06 500,424.22 373,880.16 28,760.01
CAT/ FINISHING 86,280.04 80,528.04 25,308.81 28,472.41 28,472.41 40,203.05 46,591.22 53,838.74 14,380.01 66,148.03 18,981.61 15,818.01 20,707.21 6,097.12 20,707.21
N MEKANIKAL 11,504,005.00 6,902,403.00 404,940.98 11,504.01 13,114.57 17,256.01 23,008.01 35,202.26 40,264.02 193,267.28 294,502.53 294,502.53 441,753.79 112,164.05 822,536.36 331,315.34
2,675,831.56 2,208,768.96 2,266,288.99 34,512.02 166,808.07 45,440.82 45,440.82 21,167.37 1,532,333.47 368,128.16 224,328.10 112,164.05 66,723.23 523,432.23 270,344.12
HARGA
HAN LISTRIK 28,760,012.50 14,380,006.25 8,628,003.75 8,628,003.75 12,654.41 10,353.60 5,752.00 9,203.20 31,636.01 80,528.04 29,335.21 31,636.01 347,996.15 143,800.06 51,768.02 10,928.80 10,928.80 5,176,802.25 57,520.03 97,784.04 86,280.04
PEKERJAAN
PEMBANGUNAN PLTD LISDES
LOKASI
PLTD YABA KECAMATAN BACAN BARAT UTARA KAB. HALMAHERA SELATAN
TAHUN
: 2011
No.
I
II
PEKERJAAN
PANJANG
LEBAR
TINGGI TEBAL
TITIK
UNIT/LUAS M3 / M2
VOLUME SATUAN
Pekerjaan Tanah 1
Galian Tanah Pondasi 1 Galian Tanah Pondasi 2
2 3
Urugan Tanah Kembali Urugan Tanah Biasa
4 5
Urugan Pasir Bawah Pondasi
6
32.00 33.60
0.60 0.60
0.45
95.23
Urugan Pasir Bawah Lantai
0.05 0.10
95.23
Rabat Beton Tumbuk 1 : 3 : 5
0.07
95.23
32.00
0.80
19.20 20.16 39.36 31.20 42.85
M3 M3
1.28 9.52 10.80 6.67
M3 M3
13.68 0.00 13.68 3.36
M3 M3
0.38 0.44 0.44
M3 M3 M3
27.38 14.60 2.52 17.12 31.36 95.23 30.26
0
Pekerjaan Pondasi 1
Pas.Pondasi Lajur 1 Pas.Pondasi Lajur 2
32.00 33.60
0.43 0.36
2
Pas.Batu Kosong
32.00
0.70
0.15
2.80 14.60 14.60
0.15 0.15 0.15
0.15 0.20 0.20
III Pekerjaan Beton 1 2 3
Kolom Praktis 15/15 Slof 15/20 Ring Balok 15/20
6.00
0.06
IV Pekerjaan Pasangan Plesteran 1
17.60 14.60 2.80
Pasangan Dinding 1 : 5 Pasangan Dinding 1 : 2 Pasangan Bak Mandi
2 3 4
V
Plesteran tb=1,5 cm 1 : 5 Pasangan Kramik Pasangan Kramik Km
20/20 20/25
1.80 1.00 0.90
14.60
1.90
M2 M2 M2 M2
Pekerjaan Kosen Pintu 1
Kosen Pintu Kayu 6 x 12 Kosen P1 Pintu P2 Pintu P3
(1 Buah)
Jendela
6.48 0.85 0.70
0.06
1.40
1.15
0.12 2.10 2.10
2.00 6.00 3.00
0.047
8.00
TOTAL VOLUME 2
Pintu Lapis Alumunium
3
Pas.Kunci tanam
4
Pas.Engsel Pintu
2.00
1.52
0.09 10.71 4.41 15.12 12.88 43.21 3.04 2.00 6.00
M3 M2 Buah Buah
VI Pekerjaan Rangka Atap 1 2 3 4
5 6 7
Rangka Plafon Kayu 4 x 6 Plafon Triplek 60 x120 cm List Profil Kuda2 6/12 Kayu Kelas 1 (satu) Rangka Kuda2 Kayu 6/12 Rangka 1/2 Kuda2 Kayu 6/12 TOTAL VOLUME Gording 5/10 Kayu Kelas 2 (dua) Papan List Plang 3/30 cm Kayu kelas 1 (satu) Seng BJLS 0.20mm
22.00 22.00 19.60 8.03 4.41
0.06 0.05
0.12 0.10
1.00 2.00
12.84
0.05
0.10
16.00 4.00
0.06 0.02
7.22
M2 M2 M1 M3
0.06 0.04 0.10 1.03 19.64 28.88
M3 M3 M1 M2
3.00 1.00 1.00
Titik Buah Buah
2.00 2.00 2.00 2.00 5.85 5.62
Buah Buah Buah Buah M' M'
VII Pekerjaan Instalasi Listrik 1 2 3
Instalasi Titik Lampu Saklar Tunggal Saklar Ganda
VIII Pekerjaan Plambing 1 2 3 4 5 6
Kloset Jongkok Dob Bak Air Flor Drain Kran 1/2" bak mandi Pipa Air Tinja 4" Pipa Air Kotor 3"
7
Pipa Air Bersih 1/2"
9.94
M'
3.11 8.25 11.36 31.36 22.00 28.88
M2 M2 M2 M2
IX Pekerjaan Finising 1
Pengecatan Kayu Baru (1 x Plamir)1 cat Dasar,2 Lapis Cat List Plang
2 3 4
Pengecatan Tembok Baru (1 x Plamir)1 cat Dasar,2 Lapis Cat Pengecatan Plafon (1 x Plamir)1 cat Dasar,2 Lapis Cat Pengecatan Atap Seng
6.48 19.64
2.00
0.24 0.42
Pekerjaan Pembuatan Jalan Setapak 1
Pengukuran & Pemasangan Bouplank
2 3 4 5 6
Galian Tanah Pondasi Pasangan Pondasi Pasangan Batu Kosong Rabat Beton Acian
166.38 166.38 166.38 166.38 166.38
0.40 0.20 1.60 1.60 1.60
0.20 0.40 0.15 0.05
2.00 2.00
166.38
M'
26.62 26.62 39.93 13.31 266.20
M3 M3 M3 M3 M2
ANGKA MILYAR JUTA RIBU RUPIAH
MAX. 11 DIGIT ANGKA
Rp 0 0 0 0 0 0 0
- TERBILANG : 0 0 0 0 0 0 0
MILYAR
4 GOBLOK BANGET SIH, TAU BEKI MILYAR RUPIAH
5
6 MILYAR JUTA R
GOBLOK BANGET SIH, TAU BEKI MILYAR RUPIAH MILYAR JUTA R GOBLOK BANGET SIH, TAU MILYAR RUPIAH JUTA RUPIAH MILYAR JUTA R GOBLOK BANGET JUTA RUPIAH JUTA RUPIAH JUTA RUPIAH
GOBLOK BANGET SIH, TAU BEKING RAB KA' NYANDA 0 100 SERATUS 200 DUA RATUS 300 TIGA RATUS 400 EMPAT RATUS 500 LIMA RATUS 600 ENAM RATUS 700 TUJUH RATUS 800 DELAPAN RATUS 900 SEMBILAN RATU
0 1 SATU 2 DUA 3 TIGA 4 EMPAT 5 LIMA 6 ENAM 7 TUJUH 8 DELAPAN 9 SEMBILAN 10 SEPULUH 11 SEBELAS 12 DUA BELAS 13 TIGA BELAS 14 EMPAT BELAS 15 LIMA BELAS 16 ENAM BELAS 17 TUJUH BELAS 18 DELAPAN BELAS 19 SEMBILAN BELAS 20 DUA PULUH 21 DUA PULUH SATU 22 DUA PULUH DUA 23 DUA PULUH TIGA 24 DUA PULUH EMPAT 25 DUA PULUH LIMA 26 DUA PULUH ENAM 27 DUA PULUH TUJUH 28 DUA PULUH DELAPAN 29 DUA PULUH SEMBILAN 30 TIGA PULUH 31 TIGA PULUH SATU 32 TIGA PULUH DUA 33 TIGA PULUH TIGA 34 TIGA PULUH EMPAT 35 TIGA PULUH LIMA 36 TIGA PULUH ENAM 37 TIGA PULUH TUJUH 38 TIGA PULUH DELAPAN 39 TIGA PULUH SEMBILAN 40 EMPAT PULUH 41 EMPAT PULUH SATU 42 EMPAT PULUH DUA 43 EMPAT PULUH TIGA 44 EMPAT PULUH EMPAT 45 EMPAT PULUH LIMA 46 EMPAT PULUH ENAM 47 EMPAT PULUH TUJUH 48 EMPAT PULUH DELAPAN 49 EMPAT PULUH SEMBILAN
50 LIMA PULUH 51 LIMA PULUH SATU 52 LIMA PULUH DUA 53 LIMA PULUH TIGA 54 LIMA PULUH EMPAT 55 LIMA PULUH LIMA 56 LIMA PULUH ENAM 57 LIMA PULUH TUJUH 58 LIMA PULUH DELAPAN 59 LIMA PULUH SEMBILAN 60 ENAM PULUH 61 ENAM PULUH SATU 62 ENAM PULUH DUA 63 ENAM PULUH TIGA 64 ENAM PULUH EMPAT 65 ENAM PULUH LIMA 66 ENAM PULUH ENAM 67 ENAM PULUH TUJUH 68 ENAM PULUH DELAPAN 69 ENAM PULUH SEMBILAN 70 TUJUH PULUH 71 TUJUH PULUH SATU 72 TUJUH PULUH DUA 73 TUJUH PULUH TIGA 74 TUJUH PULUH EMPAT 75 TUJUH PULUH LIMA 76 TUJUH PULUH ENAM 77 TUJUH PULUH TUJUH 78 TUJUH PULUH DELAPAN 79 TUJUH PULUH SEMBILAN 80 DELAPAN PULUH 81 DELAPAN PULUH SATU 82 DELAPAN PULUH DUA 83 DELAPAN PULUH TIGA 84 DELAPAN PULUH EMPAT 85 DELAPAN PULUH LIMA 86 DELAPAN PULUH ENAM 87 DELAPAN PULUH TUJUH 88 DELAPAN PULUH DELAPAN 89 DELAPAN PULUH SEMBILAN 90 SEMBILAN PULUH 91 SEMBILAN PULUH SATU 92 SEMBILAN PULUH DUA 93 SEMBILAN PULUH TIGA 94 SEMBILAN PULUH EMPAT 95 SEMBILAN PULUH LIMA 96 SEMBILAN PULUH ENAM 97 SEMBILAN PULUH TUJUH 98 SEMBILAN PULUH DELAPAN 99 SEMBILAN PULUH SEMBILAN 7 8 9 10 MILYAR JUTA RU MILYAR JUTA MILYAR JU MILYAR JU MILYAR JUTA RIBU RUPIAH
MILYAR JUTA RU MILYAR JUTA MILYAR JUTA RIBU RU MILYAR JUTA RIBU RUPIAH MILYAR JUTA RUP MILYAR JUTA MILYAR JUTA RIBU RUP MILYAR JUTA RIBU RUPIAH MILYAR JUTA RI MILYAR JUTA MILYAR JUTA RIBU RU MILYAR JUTA RIBU RUPIAH MILYAR RUPIAH MILYAR JUTA R MILYAR JUTA RUPIAH MILYAR JUTA RIBU RUPIAH MILYAR RIBU RUP MILYAR JUTA MILYAR JUTA RUPIAH MILYAR JUTA RIBU RUPIAH MILYAR JUTA RUP MILYAR JUTA MILYAR JUTA RIBU RUP MILYAR JUTA RIBU RUPIAH MILYAR JUTA RI MILYAR JUTA MILYAR JUTA RIBU RU MILYAR JUTA RIBU RUPIAH GOBLOK BANGET SIMILYAR RUPIAH MILYAR JUTA RUPIAH MILYAR JUTA RUPIAH WAH PAYAH NICH ! MILYAR RIBU R MILYAR JUTA RUPIAH MILYAR JUTA RUPIAH JUTA RUPIAH MILYAR RIBU R MILYAR JUTA RIBU RUPI MILYAR JUTA RUPIAH JUTA RIBU RUPIA MILYAR RIBU MILYAR JUTA RIBU RUP MILYAR JUTA RUPIAH JUTA RUPIAH MILYAR JUTA R MILYAR JUTA RIBU RUPI MILYAR JUTA RIBU RUPIAH JUTA RIBU RUPIA MILYAR JUTA MILYAR JUTA RIBU RUP MILYAR JUTA RIBU RUPIAH JUTA RUPIAH MILYAR JUTA MILYAR JUTA RIBU RUP MILYAR JUTA RIBU RUPIAH JUTA RIBU RUPIA MILYAR JUTA MILYAR JUTA RIBU RU MILYAR JUTA RIBU RUPIAH GOBLOK BANGETMILYAR RUPIAH MILYAR JUTA RUPIAH WAH PAYAH NICHMILYAR RUPIAH MILYAR JUTA RUPIAH WAH PAYAH NICHMILYAR RIBU RUPIAH MILYAR JUTA RUPIAH WAH PAYAH NICHMILYAR RIBU RUPIAH MILYAR JUTA RUPIAH JUTA RUPIAH MILYAR RIBU RUPIAH MILYAR JUTA RIBU RUPIAH JUTA RIBU RUP MILYAR RIBU RUPIAH MILYAR JUTA RIBU RUPIAH JUTA RIBU RUP MILYAR RIBU RUPIAH MILYAR JUTA RIBU RUPIAH JUTA RIBU RU MILYAR RIBU RUPIAH MILYAR JUTA RIBU RUPIAH JUTA RUPIAH MILYAR JUTA RUPIAH MILYAR JUTA RIBU RUPIAH JUTA RIBU RUP MILYAR JUTA RUPIAH MILYAR JUTA RIBU RUPIAH JUTA RIBU RUP MILYAR JUTA RIBU RUPI MILYAR JUTA RIBU RUPIAH JUTA RIBU RU MILYAR JUTA RIBU RUP MILYAR JUTA RIBU RUPIAH JUTA RUPIAH MILYAR JUTA RIBU RUPI MILYAR JUTA RIBU RUPIAH JUTA RIBU RU MILYAR JUTA RIBU RUP MILYAR JUTA RIBU RUPIAH JUTA RIBU RU MILYAR JUTA RIBU RUP MILYAR JUTA RIBU RUPIAH JUTA RIBU RU MILYAR JUTA RIBU RU MILYAR JUTA RIBU RUPIAH GOBLOK BANGET SIH, TAUMILYAR RUPIAH GILE BENER !!! BUAT AP MILYAR RUPIAH WAH PAYAH NICH !! CUMA MILYAR RUPIAH WAH PAYAH NICH !! CUMA MILYAR RUPIAH WAH PAYAH NICH !! CUMA MILYAR RIBU RUPIAH WAH PAYAH NICH !! CUMA MILYAR RIBU RUPIAH WAH PAYAH NICH !! CUMA MILYAR RIBU RUPIAH WAH PAYAH NICH !! CUMA MILYAR RIBU RUPIAH JUTA RUPIAH MILYAR RIBU RUPIAH JUTA RUPIAH MILYAR RIBU RUPIAH JUTA RIBU RUPIAH MILYAR RIBU RUPIAH JUTA RIBU RUPIAH MILYAR RIBU RUPIAH JUTA RIBU RUPIAH MILYAR RIBU RUPIAH JUTA RIBU RUPIAH MILYAR RIBU RUPIAH JUTA RIBU RUPIAH MILYAR RIBU RUPIAH JUTA RIBU RUPIAH MILYAR RIBU RUPIAH JUTA RUPIAH MILYAR JUTA RUPIAH JUTA RUPIAH MILYAR JUTA RUPIAH JUTA RIBU RUPIAH MILYAR JUTA RUPIAH JUTA RIBU RUPIAH MILYAR JUTA RUPIAH JUTA RIBU RUPIAH MILYAR JUTA RIBU RUPIAH JUTA RIBU RUPIAH MILYAR JUTA RIBU RUPIAH
JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RUPIAH JUTA RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH
MILYAR JUTA RIBU RUPIAH MILYAR JUTA RIBU RUPIAH MILYAR JUTA RIBU RUPIAH MILYAR JUTA RIBU RUPIAH MILYAR JUTA RIBU RUPIAH MILYAR JUTA RIBU RUPIAH MILYAR JUTA RIBU RUPIAH MILYAR JUTA RIBU RUPIAH MILYAR JUTA RIBU RUPIAH MILYAR JUTA RIBU RUPIAH GOBLOK BANGET SIH, TAU BEKING RAB KA' NYANDA BUSYETTT !!!!! LEBIH BAIK BUAT BELI KOREK KUPING, K GILE BENER !!! BUAT APAAN TUH DUIT SEGITU, NGAK O LEBIH BAGUS TIDUR JOO !!! KALO MO URISIN DUIT CUM WAH PAYAH NICH !! CUMA BEKING LELAH KALO DUI WAH PAYAH NICH !! CUMA BEKING LELAH KALO DUI WAH PAYAH NICH !! CUMA BEKING LELAH KALO DUI WAH PAYAH NICH !! CUMA BEKING LELAH KALO DUI WAH PAYAH NICH !! CUMA BEKING LELAH KALO DUI WAH PAYAH NICH !! CUMA BEKING LELAH KALO DUI WAH PAYAH NICH !! CUMA BEKING LELAH KALO DUI WAH PAYAH NICH !! CUMA BEKING LELAH KALO DUI WAH PAYAH NICH !! CUMA BEKING LELAH KALO DUI WAH PAYAH NICH !! CUMA BEKING LELAH KALO DUI WAH PAYAH NICH !! CUMA BEKING LELAH KALO DUI WAH PAYAH NICH !! CUMA BEKING LELAH KALO DUI JUTA RUPIAH JUTA RUPIAH JUTA RUPIAH JUTA RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RUPIAH JUTA RUPIAH JUTA RUPIAH JUTA RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH
JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RUPIAH JUTA RUPIAH JUTA RUPIAH JUTA RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH JUTA RIBU RUPIAH
BEKING RAB KA' NYANDA BUAT BELI KOREK KUPING, KALO KURANG LOE TAMBAH NECH !!! TUH DUIT SEGITU, NGAK ONGKOS BUAT BAPIKIR ! KALO MO URISIN DUIT CUMA SEGITU !!! EKING LELAH KALO DUI RIBU RUPIAH EKING LELAH KALO DUI RIBU RUPIAH EKING LELAH KALO DUI RIBU RUPIAH EKING LELAH KALO DUI RIBU RUPIAH EKING LELAH KALO DUI RIBU RUPIAH EKING LELAH KALO DUI RIBU RUPIAH EKING LELAH KALO DUI RIBU RUPIAH EKING LELAH KALO DUI RIBU RUPIAH EKING LELAH KALO DUI RIBU RUPIAH EKING LELAH KALO DUI RIBU RUPIAH EKING LELAH KALO DUI RIBU RUPIAH EKING LELAH KALO DUI RIBU RUPIAH
SLOOF BETON Sloof 35/55 Luasan Panjang u/ 1 m3 Besi Begel Ø 10 Besi Struktur D 19 Besi Normal D 16
35
Sloof 20/40 Luasan Panjang u/ 1 m3 Besi Begel Ø 10 Besi Struktur D 16 Besi Normal D 13
20
Sloof 20/30 Luasan Panjang u/ 1 m3 Besi Begel Ø 10 Besi Struktur D 16
20
Sloof 15/20 Luasan Panjang u/ 1 m3 Besi Begel Ø 8 Besi Struktur Ø 12
15
x
55
0.19 5.19 Panjang 1.62 x 39.96 = 64.74 x 9.00 x 5.19 = 46.75 x 2.00 x 5.19 = 10.39 x Total per 1 m3 x
40
0.08 12.50 1.08 x 5.00 x 2.00 x Total per x
96.15 = 12.50 = 12.50 = 1 m3
Panjang 103.85 x 62.50 x 25.00 x
30
0.06 16.67 Panjang 0.90 x 128.21 = 115.38 x 5.00 x 16.67 = 83.33 x Total per 1 m3 x
20
0.03 33.33 Panjang 0.63 x 222.22 = 140.00 x 4.00 x 33.33 = 133.33 x Total per 1 m3
KOLOM BETON Kolom 30/30 Luasan Panjang u/ 1 m3 Besi Begel Ø 10 Besi Struktur D 14
25
Kolom 15/20 Luasan
11
x
25
0.06 16.00 Panjang 0.90 x 160.00 = 144.00 x 8.00 x 16.00 = 128.00 x Total per 1 m3 x 0.01
11
Panjang u/ 1 m3 Besi Begel Ø 10 Besi Struktur D 12
82.64 Panjang 0.40 x 330.58 = 130.91 x 4.00 x 82.64 = 330.58 x Total per 1 m3
Kolom 15/15 Luasan Panjang u/ 1 m3 Besi Begel Ø 8 Besi Struktur D 12
15
x 15 0.02 44.44 Panjang 0.54 x 296.30 = 160.00 x 4.00 x 44.44 = 177.78 x Total per 1 m3
Kolom 35/35 Luasan Panjang u/ 1 m3 Besi Begel Ø 10 Besi Struktur D 19
35
Kolom 15/15 Luasan Panjang u/ 1 m3 Besi Begel Ø 8 Besi Struktur Ø 12
15
x
35
0.12 8.16 Panjang 1.26 x 54.42 = 68.57 x 12.00 x 8.16 = 97.96 x Total per 1 m3 x
15
0.02 44.44 Panjang 0.54 x 296.30 = 160.00 x 4.00 x 44.44 = 177.78 x Total per 1 m3
BALOK BETON Balok 30/50 Luasan Panjang u/ 1 m3 Besi Begel Ø 10 Besi Struktur D 14 Besi Normal D 12
30
x 50 0.15 6.67 Panjang 1.44 x 51.28 = 73.85 x 8.00 x 6.67 = 53.33 x 2.00 x 6.67 = 13.33 x Total per 1 m3
Balok 30/40 Luasan Panjang u/ 1 m3 Besi Begel Ø 10 Besi Struktur D 14 Besi Struktur D 12
30
x 40 0.12 8.33 Panjang 1.26 x 64.10 = 80.77 x 8.00 x 8.33 = 66.67 x 2.00 x 8.33 = 16.67 x Total per 1 m3
Balok 20/30 Luasan Panjang u/ 1 m3 Besi Begel Ø 10 Besi Struktur D 14 Besi Struktur D 12 Besi Struktur
20
Ring 15/20 Luasan Panjang u/ 1 m3 Besi Begel Ø 8 Besi Struktur Ø 12 Besi Struktur D 19 Besi Normal D 16 Besi Struktur D 16
15
List Plang 10/30 Luasan Panjang u/ 1 m3 Besi Begel Ø 8 Besi Struktur Ø 10 Besi Struktur D 19 Besi Normal D 13 Besi Struktur D 16
10
Balok 20/35 Luasan Panjang u/ 1 m3 Besi Begel Ø 10 Besi Struktur Ø 12 Besi Struktur D 19 Besi Normal D 13 Besi Struktur D 16
20
Balok 15/45 Luasan Panjang u/ 1 m3 Besi Begel Ø 8 Besi Struktur Ø 12 Besi Struktur D 19
15
x
30
0.06 16.67 0.90 x 128.21 8.00 x 16.67 2.00 x 16.67 x Total per 1 m3 x 20 0.03 33.33 0.63 x 222.22 4.00 x 33.33 x x x Total per 1 m3 x
x 35 0.07 14.29 0.99 x 95.24 x 14.29 x 14.29 x 14.29 7.00 x 14.29 Total per 1 m3
0.07 14.81 1.08 x x x
x x x x
= = = = =
Panjang 140.00 133.33 -
x x x x x
= = = = =
Panjang 160.00 200.00 -
x x x x x
= = = = =
Panjang 94.29 100.00
x x x x x
30
0.03 33.33 0.72 x 222.22 6.00 x 33.33 x 33.33 x 33.33 x 33.33 Total per 1 m3
x
= = = =
Panjang 115.38 133.33 33.33 -
45
98.77 = 14.81 = 14.81 =
Panjang 106.67 x - x - x
Besi Struktur D 13 Besi Struktur D 16 Besi Struktur D 19
Balok 20/25 Luasan Panjang u/ 1 m3 Besi Begel Ø 8 Besi Struktur Ø 12 Besi Struktur D 19 Besi Struktur D 13 Besi Struktur D 16 Besi Struktur D 19
6.00 x x x Total per
14.81 = 14.81 = 14.81 = 1 m3
x 25 0.05 20.00 0.81 x 133.33 x 20.00 x 20.00 6.00 x 20.00 x 20.00 x 20.00 Total per 1 m3
88.89 x - x - x
20
= = = = = =
Panjang 108.00 120.00 -
x x x x x x
Panjang 124.83 124.83 -
x x x x x x
Plat Lantai Tebal 12 Luasan Panjang u/ 1 m3 Besi Begel Ø 10 Besi Struktur Ø 12 Besi Struktur D 19 Besi Struktur D 13 Besi Struktur D 16 Besi Struktur D 19
2.85 x 43.80 = 2.92 x 42.75 = x - = x = x = x - = Total per 1 m3
Dinding Core Lift, T = 30 cm Luasan Panjang u/ 1 m3 Besi Begel Ø 10 Besi Struktur Ø 12 Besi Struktur D 19 Besi Struktur D 16 Besi Struktur D 16 Besi Struktur D 19
Panjang x = x = x - = 1.75 x 23.33 = 1.90 x 25.39 = x - = Total per 1 m3
40.83 48.34 -
x x x x x x
Balok 13/200 Luasan Panjang u/ 1 m3 Besi Begel Ø 10 Besi Struktur Ø 12 Besi Struktur D 19 Besi Normal D 13 Besi Struktur D 16
13
x
200
0.26 3.85 3.83 x 3.83 x x x x Total per
25.64 25.56 3.85 25.56 3.85 1 m3
13.33
= = = = =
Panjang 98.31 98.00 -
x x x x x
N
Kg besi/m 0.62 = 2.23 = 1.58 =
Kg besi/m 0.62 = 1.58 = 1.04 =
Kg besi/m 0.62 = 1.58 =
Kg besi/m 0.40 = 0.89 =
39.92 104.26 16.42 160.60
Kg Kg Kg Kg
64.04 98.75 26.00 188.79
Kg Kg Kg Kg
71.15 131.67 202.82
Kg Kg Kg
55.30 118.89 174.19
Kg Kg Kg
88.80 154.75 243.55
Kg Kg Kg
ON
Kg besi/m 0.62 = 1.21 =
8.45
Kg besi/m 0.62 = 0.89 =
Kg besi/m 0.40 = 0.89 =
Kg besi/m 0.62 = 2.23 =
Kg besi/m 0.40 = 0.89 =
80.73 293.22 373.95
Kg Kg Kg
63.20 158.22 221.42
Kg Kg Kg
42.29 218.45 260.73
Kg Kg Kg
63.20 158.52 221.72
Kg Kg Kg
45.54 64.48 11.89 121.91
Kg Kg Kg Kg
49.81 80.60 14.86 145.27
Kg Kg Kg Kg
N
Kg besi/m 0.62 = 1.21 = 0.89 =
Kg besi/m 0.62 = 1.21 = 0.89 =
Kg besi/m 0.62 = 1.21 = 0.89 = =
Kg besi/m 0.40 = 0.89 = = = =
Kg besi/m 0.40 = 0.62 = = = =
Kg besi/m 0.62 0.89 2.23 1.04 1.58
= = = = =
Kg besi/m 0.40 = 0.89 = 2.23 =
71.15 161.20 29.72 262.08
Kg Kg Kg Kg Kg
55.30 118.89 174.19
Kg Kg Kg Kg Kg Kg
63.20 124.00 187.20
Kg Kg Kg Kg Kg Kg
58.14 158.00 216.14
Kg Kg Kg Kg Kg Kg
42.13 -
Kg Kg Kg
1.04 = 1.58 = 2.23 =
Kg besi/m 0.40 0.89 2.23 1.04 1.58 2.23
= = = = = =
92.44 134.58
Kg Kg Kg Kg
42.66 124.80 167.46
Kg Kg Kg Kg Kg Kg Kg
Kg besi/m 0.62 0.62 2.23 1.04 1.58 2.23
= = = = = =
76.98 76.98 153.96
Kg Kg Kg Kg Kg Kg Kg
Kg besi/m 0.62 0.62 2.23 1.58 1.58 2.23
= = = = = =
64.52 76.37 140.89
Kg Kg Kg Kg Kg Kg Kg
1.00 8.33 2.85 2.92
3.33 1.75000 1.90476
Kg besi/m 0.62 0.40 2.23 1.04 1.58
= = = = =
60.62 38.71 99.33
Kg Kg Kg Kg Kg Kg
8.19
414392969.5084 414.3929695084
