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REKAPITULASI RENCANA ANGGARAN BIAYA (RAB) NO
URAIAN PEKERJAAN
a PEKERJAAN PERSIAPAN
B
PEKERJAAN STRUKTUR I
D
JUMLAH TOTAL
c
d
898,149,670.00 Rp
898,149,670.00
Rp
8,281,954,829.26
Rp
4,963,163,278.93
Rp
5,977,904,125.50
b
A
C
SUB JUMLAH HARGA
Rp
PEKERJAAN TANAH & PASIR
Rp
598,466,219.83
II PEKERJAAN PONDASI BORE PILE III PEKERJAAN BETON
Rp
438,814,082.75
a. LANTAI BASEMENT EL. -4.10 M
Rp
1,893,511,244.36
b. LANTAI DASAR EL. -0.10 M
Rp
1,055,597,839.59
c. LANTAI SATU EL. +4.10 M
Rp
987,015,650.79
d. LANTAI DUA EL. +8.30 M e. LANTAI TIGA EL. +12.50 M
Rp Rp
1,018,731,091.36 961,330,429.30
f. LANTAI EMPAT EL. +16.70 M g. LANTAI ATAP EL. +20.90 M
Rp Rp
1,009,520,159.41 318,968,111.85
Rp Rp Rp Rp Rp Rp
1,674,895,746.45 1,230,650,231.07 448,508,345.59 1,021,685,473.39 371,210,541.43 216,212,941.00
PEKERJAAN ARSITEKTUR I PEKERJAAN DINDING/PLESTERAN II PEKERJAAN KUSEN, PINTU & JENDELA LKP. ASSESORIES III PEKERJAAN LANGIT-LANGIT IV PEKERJAAN LANTAI V PEKERJAAN PENGECATAN VI PEKERJAAN SANITASI PEKERJAAN MEKANIKAL DAN ELEKTRIKAL I BIAYA PENYAMBUNGAN DAYA PLN II PEKERJAAN ELEKTRIKAL III PEKERJAAN TEGANGAN RENDAH IV PEKERJAAN PENANGKAL PETIR V PEKERJAAN SYSTEM TELEPON VI PEKERJAAN SPARING OUTLET DATA VII PEKERJAAN SYSTEM MATV VIII PEKERJAAN SYSTEM CCTV
Rp Rp Rp Rp Rp Rp Rp Rp
213,800,000.00 288,645,000.00 961,593,490.00 35,790,000.00 135,954,800.00 41,723,200.00 126,130,000.00 146,300,000.00
IX X XI XII XIII
Rp Rp Rp Rp Rp
79,117,000.00 231,566,250.00 756,823,600.00 387,396,788.00 757,915,397.50
PEK. SYSTEM TATA SUARA PEKERJAAN FIRE ALARM PEKERJAAN GENSET PEKERJAAN PENGKONDISIAN UDARA PEKERJAAN PLUMBING
NO
URAIAN PEKERJAAN
a
JUMLAH TOTAL
c
d
b XIV PEKERJAAN PEMADAM KEBAKARAN XV PEKERJAAN ELEVATOR
E
SUB JUMLAH HARGA
Rp Rp
1,160,148,600.00 655,000,000.00
Rp
217,273,997.72
II PEKERJAAN JALAN LINGKUNGAN & SALURAN III PEKERJAAN LANSEKAP
Rp Rp
476,499,480.00 13,190,000.00
IV PEKERJAAN GAPURA / SCULPTURE
Rp
250,000,000.00
V PEKERJAAN GROUND RESERVOIR (Luas 13 m x 7 m)
Rp
455,000,000.00
PEKERJAAN INFRASTRUKTUR I
PEKERJAAN DINDING PENAHAN TANAH & PENGURUGAN
VI PEKERJAAN RUMAH GENSET (Luas 94 M2)
Rp
376,000,000.00
VII PEKERJAAN PAGAR DEPAN VIII PEKERJAAN PAGAR KELILING TINGGI 2 M
Rp Rp
104,500,000.00 238,500,000.00
IX PEKERJAAN POS JAGA ( Luas 12 M2) X PEKERJAAN SHELTER
Rp Rp
42,000,000.00 150,000,000.00
JUMLAH TOTAL
Rp
2,322,963,477.72
Rp
22,444,135,381.41
RENCANA ANGGARAN BIAYA (RAB) A. PEKERJAAN PERSIAPAN NO
URAIAN PEKERJAAN
SAT.
VOLUME
HARGA SATUAN
JUMLAH HARGA
a
b
c
d
e
f = (dxe)
A
PEKERJAAN PERSIAPAN
1
Pek. Bongkaran Bangunan Lama.
m2
648.00
100,000.00
64,800,000.00
2
Pek. Pembuatan IMB
m2
4,090.00
30,000.00
122,700,000.00
3
Pek. Penyediaan Air kerja
ls
1.00
7,500,000.00
7,500,000.00
4
Pek. Penyediaan Listrik Kerja
ls
1.00
7,500,000.00
7,500,000.00
5
Pek. Penyelidikan Tanah (Bor Dalam)
ls
1.00
10,000,000.00
10,000,000.00
6
Pek. Direksikeet 4x8 ( 2 Unit )
m2
64.00
330,639.38
21,160,920.00
7
Pek. Pagar Pengaman Kegiatan t = 1.80 Cm
m1
140.00
199,625.00
27,947,500.00
8
Sewa crane
bln
5.00
25,000,000.00
125,000,000.00
9
Sewa Lift barang
bln
5.00
15,000,000.00
75,000,000.00
10
Pek. Pengukuran Site
m2
1,080.00
3,000.00
3,240,000.00
11
As built drawing
ls
1.00
7,500,000.00
7,500,000.00
12
Mobilisasi dan Demobilisasi
ls
1.00
25,000,000.00
25,000,000.00
13
Pemindahan Instalasi Listrik dan air
ls
1.00
4,200,000.00
4,200,000.00
14
Pembersihan area pekerjaan dari sisa-sisa bahan material
ls
1.00
5,000,000.00
5,000,000.00
277,500.00
268,481,250.00
keluar lokasi 15
Soldier Pile dia. 30 , L =.4,5 m -5.00 m , Beton K-225
m1
967.50
16
Capping Beam 30/30 , Beton K-225
m1
128.00
462,000.00
59,136,000.00
17
Dewatering
bln
6.00
9,000,000.00
54,000,000.00
18
Pemindahan gorong - gorong
m1
60.00
330,000.00
0.00
19
Pasang kawat ayam & kamprot
m2
256.00
39,000.00
9,984,000.00
JUMLAH A
898,149,670.00
RENCANA ANGGARAN BIAYA (RAB) B. PEKERJAAN STRUKTUR NO
URAIAN PEKERJAAN
SAT.
VOLUME
HARGA SATUAN
JUMLAH HARGA
a
b
c
d
e
f = (dxe)
B
PEKERJAAN STRUKTUR
I
PEKERJAAN TANAH & PASIR 1 Pek. Galian Tanah Basement Tinggi 2 m (dengan alat berat)
m3
2,449.96
39,971.25
97,927,963.65
2 Pek. Galian Poer
m3
290.63
32,518.75
9,450,761.72
3 Pek. Galian Sloof
m3
96.12
32,518.75
3,125,702.25
4 Pek. Galian R. Lift.
m3
35.28
39,971.25
1,410,185.70
5 Pek. Galian pondasi tangga
m3
18.36
39,971.25
733,872.15
6 Pek. Urugan Kembali
m3
132.12
12,112.50
1,600,248.99
7 Pek. Pembuangan Tanah
m3
2,985.03
50,000.00
149,251,250.00
8 Urugan Pasir bawah poer & sloof tbl. 10 cm
m3
17.87
118,607.50
2,119,753.24
9 Lantai kerja adukan 1:3:5 tbl. 5 cm
m3
8.94
585,187.12
5,229,232.13
10 Soldier Pile dia. 30 , t.4,5 m -
m1
967.50
277,500.00
268,481,250.00
11 Capping beam 30/30
m1
128.00
462,000.00 JUMLAH B.I
59,136,000.00 598,466,219.83
II
PEKERJAAN PONDASI BORE PILE
1
Pekerjaan Galian tanah pondasi bor pile dia. 40 cm
m'
900.00
85,000.00
76,500,000.00
2
Mobilisasi & demobilisasi alat Bore pile
ls
1.00
4,500,000.00
4,500,000.00
3
Pekerjaan Pondasi Bore Pile dia. 40 cm - Beton K-350
m3
125.10
953,218.75
119,245,377.90
- Besi D 19 mm (tulangan utama)
kg
19,545.50
9,552.40
186,706,472.41
- Besi ф10-15 cm (sengkang)
kg
5,429.24
9,552.40 JUMLAH B.II
III
PEKERJAAN BETON
a.
LANTAI BASEMENT EL. -4.10 M
1
Pek. Pile Cup uk. 200x200x80 cm
2
3
4
5
6
51,862,232.44 438,814,082.75
- Cor Beton K-350
m3
96.00
953,218.75
91,509,000.00
- Besi D 19 mm
kg
16,484.16
9,783.40
161,271,130.94
- Bekisting bata
m2
192.00
67,386.55
12,938,217.60
Pek. Pondasi Plat uk. 150x150x25 cm - Cor Beton K-350
m3
10.13
953,218.75
9,651,339.84
- Besi D 13 mm
kg
2,809.80
9,783.40
27,489,397.32
- Bekisting bata
m2
27.00
67,386.55
1,819,436.85
Pek. Sloof 30/60 - Cor Beton K-350
m3
65.03
953,218.75
61,991,628.19
- Besi D 19 mm
kg
11,279.79
9,783.40
110,354,658.35
- Besi D 13 mm
kg
751.50
9,783.40
7,352,264.23
- Besi ф 10 mm (sengkang)
kg
3,046.48
9,552.40
29,101,210.84
- Bekisting bata
m2
433.56
67,386.55
29,216,112.62
Pek. Pondasi Lift uk. 400x400x80 cm - Cor Beton K-350
m3
12.80
953,218.75
12,201,200.00
- Besi D 19 mm
kg
1,455.74
9,783.40
14,242,125.85
- Besi D 13 mm
kg
19.97
9,783.40
195,354.93
- Bekisting
m2
12.80
67,386.55
862,547.84
Pek. Plat Lantai Basement tebal 20 cm - Cor Beton K-350
m3
171.07
953,218.75
163,069,038.00
- Besi ф 10 mm - 120 mm
kg
17,677.44
9,552.40
168,861,977.86
- Bekisting
m2
855.36
67,386.55
57,639,759.41
Pek. Dinding Sun Screen tebal 10 cm (Lt. Basement s/d Lt. Atap) - Cor Beton K-350
m3
8.82
953,218.75
8,407,389.38
- Besi ф 10 mm - 150 mm
kg
1,458.24
9,783.40
14,266,545.22
- Bekisting
m2
176.40
180,221.25
31,791,028.50
NO
URAIAN PEKERJAAN
SAT.
VOLUME
HARGA SATUAN
JUMLAH HARGA
a
b
c
d
e
f = (dxe)
7
8
9
10
11
12
13
14
Pek. Kolom 50/50 - Cor Beton K-350
m3
36.00
953,218.75
34,315,875.00
- Besi D 22 mm
kg
8,439.36
9,783.40
82,565,634.62
- Besi ф 10 mm (sengkang)
kg
1,130.88
9,552.40
10,802,618.11
- Bekisting
m2
288.00
103,083.75
29,688,120.00
Pek. Kolom 40/40 - Cor Beton K-350
m3
18.14
953,218.75
17,295,201.00
- Besi D 22 mm
kg
3,797.71
9,783.40
37,154,535.58
- Besi ф 10 mm (sengkang)
kg
703.08
9,552.40
6,716,101.39
- Bekisting
m2
181.44
103,083.75
18,703,515.60
Pek. Kolom Lift 30/70 + 30/30 - Cor Beton K-350
m3
3.51
953,218.75
3,345,797.81
- Besi D 19 mm
kg
557.95
9,783.40
5,458,608.90
- Besi ф 10 mm (sengkang)
kg
125.74
9,552.40
1,201,080.57
- Bekisting
m2
32.76
103,083.75
3,377,023.65
Pek. Kolom Lift 30/60 + 30/30 - Cor Beton K-350
m3
3.16
953,218.75
3,011,218.03
- Besi D 19 mm
kg
557.95
9,783.40
5,458,608.90
- Besi ф 10 mm (sengkang)
kg
116.06
9,552.40
1,108,689.75
- Bekisting
m2
28.08
103,083.75
2,894,591.70
Pek. Balok Lift 25/40 - Cor Beton K-350
m3
0.80
953,218.75
762,575.00
- Besi D 19 mm
kg
149.86
9,783.40
1,466,101.19
- Besi ф 10 mm
kg
10.42
9,552.40
99,497.80
- Besi ф 10 mm (sengkang)
kg
64.48
9,552.40
615,938.75
- Bekisting
m2
8.40
105,352.50
884,961.00
Pek. Balok Bracket / Dudukan Lift 20/30 - Cor Beton K-350
m3
0.48
953,218.75
457,545.00
- Besi D 13 mm
kg
52.42
9,783.40
512,806.69
- Besi ф 10 mm
kg
10.42
9,552.40
99,497.80
- Besi ф 10 mm (sengkang)
kg
21.07
9,552.40
201,237.23
- Bekisting
m2
6.40
105,352.50
674,256.00
Pek. Dinding Penahan Tanah t = 20 Cm - Cor Beton K-350
m3
93.89
953,218.75
89,495,802.00
- Besi D 19 mm
kg
14,733.46
9,783.40
144,143,345.61
- Besi D 13 mm
kg
6,509.57
9,783.40
63,685,707.57
- Bekisting
m2
938.88
180,221.25
169,206,127.20
Pek. Dinding Lift. T = 20 Cm - Cor Beton K-350
m3
9.58
953,218.75
9,135,648.50
- Besi D 19 mm
kg
1,601.59
9,783.40
15,668,956.47
- Besi D 13 mm
kg
688.65
9,783.40
6,737,371.02
- Bekisting
m2
98.44
180,221.25
17,740,979.85
15
Pek. Tangga
a.
Pek. Pondasi plat beton tangga tbl. 20 cm
b.
- Cor Beton K-350
m3
3.06
953,218.75
2,916,849.38
- Besi ф 12 mm
kg
323.25
9,552.40
3,087,794.20
- Bekisting bata
m2
6.90
67,386.55
464,967.20
Pek. Kolom Stump tangga tbl. 12 cm - Cor Beton K-350
m3
1.47
953,218.75
1,400,087.70
- Besi ф 10 mm
kg
387.68
9,552.40
3,703,312.64
- Bekisting
m2
25.92
103,083.75
2,671,930.80
NO
URAIAN PEKERJAAN
SAT.
VOLUME
HARGA SATUAN
JUMLAH HARGA
a
b
c
d
e
f = (dxe)
c.
d.
e.
Pek. Plat bordes tangga tbl. 12 cm - Cor Beton K-350
m3
11.09
953,218.75
10,575,008.81
- Besi ф 10 mm
kg
1,597.54
9,552.40
15,260,302.89
- Bekisting
m2
92.45
140,483.75
12,987,722.69
Pek. Plat beton anak tangga - Cor Beton K-350
m3
3.93
953,218.75
3,742,289.15
- Besi ф 10 mm
kg
565.34
9,552.40
5,400,323.25
- Bekisting
m2
32.72
140,483.75
4,596,101.49
Pek. Balok Bordes 20/30 - Cor Beton K-350
m3
1.18
953,218.75
1,120,985.25
- Besi ф 12 mm
kg
109.90
9,552.40
1,049,782.01
- Besi ф 8 mm (sengkang)
kg
54.19
9,552.40
517,682.77
- Bekisting
m2
15.68
105,352.50
1,651,927.20
15
Pek. Water stop
m'
10.00
250,000.00
2,500,000.00
16
Pek. Stek Kolom Praktis - Besi ф 10 mm
kg
57.29
9,552.40
547,237.89
17
Pek. Struktur Sumpit (uk. 3 m x 1,70 m x 1,70 m)
unit
1.00
20,400,000.00
20,400,000.00
b.
LANTAI DASAR EL. -0.10 M
1
Pek. Balok Induk 30/60
JUMLAH B.III.a
2
3
- Cor Beton K-350
m3
64.15
953,218.75
61,150,889.25
- Besi D 19 mm
kg
11,126.81
9,783.40
108,858,013.39
- Besi D 13 mm
kg
741.31
9,783.40
7,252,551.82
- Besi ф 10 mm (sengkang)
kg
3,005.16
9,552.40
28,706,536.24
- Bekisting
m2
449.06
105,352.50
47,310,015.06
Pek. Balok Anak 20/40 - Cor Beton K-350
m3
15.25
953,218.75
14,532,773.06
- Besi D 19 mm
kg
4,945.25
9,783.40
48,381,339.28
- Besi D 13 mm
kg
576.58
9,783.40
5,640,873.64
- Besi ф 10 mm (sengkang)
kg
1,512.40
9,552.40
14,447,080.33
- Bekisting
m2
210.67
105,352.50
22,194,821.88
Pek. Plat Lantai tebal 12 cm - Cor Beton K-350
m3
116.02
953,218.75
110,596,633.54
- Besi ф 10 mm - 120 mm
kg
19,981.98
9,552.40
190,875,865.75
- Bekisting
m2
966.87
122,333.75
118,280,832.86
4
Pek. Struktur Dinding Sun Screen (Lt. basement s/d Lt. satu)
a.
Pondasi plat beton uk. 100x100x20 cm
b.
5
6
1,893,511,244.36
- Cor Beton K-350
m3
1.60
953,218.75
1,525,150.00
- Besi ф 13 mm - 150 mm
kg
320.00
9,552.40
3,056,768.00
- Bekisting
m2
32.00
180,221.25
5,767,080.00
Pek. Kolom & Balok 20/20 - Cor Beton K-350
m3
7.81
953,218.75
7,442,732.00
- Besi D 13 mm
kg
852.63
9,783.40
8,341,655.56
- Besi ф 8 mm (sengkang)
kg
359.82
9,552.40
3,437,131.83
- Bekisting
m2
156.16
103,083.75
16,097,558.40
Pek. Kolom 50/50 - Cor Beton K-350
m3
31.50
953,218.75
30,026,390.63
- Besi D 22 mm
kg
7,080.48
9,783.40
69,271,168.03
- Besi ф 10 mm (sengkang)
kg
989.52
9,552.40
9,452,290.85
- Bekisting
m2
252.00
103,083.75
25,977,105.00
Pek. Kolom Lift 30/70 + 30/30 - Cor Beton K-350
m3
2.52
953,218.75
2,402,111.25
- Besi D 19 mm
kg
397.39
9,783.40
3,887,786.19
- Besi ф 10 mm (sengkang)
kg
90.27
9,552.40
862,314.25
- Bekisting
m2
23.52
103,083.75
2,424,529.80
NO
URAIAN PEKERJAAN
SAT.
VOLUME
HARGA SATUAN
JUMLAH HARGA
a
b
c
d
e
f = (dxe)
7
Pek. Kolom Lift 30/60 + 30/30 - Cor Beton K-350
m3
2.27
953,218.75
2,161,900.13
- Besi D 19 mm
kg
397.39
9,783.40
3,887,786.19
- Besi ф 10 mm (sengkang)
kg
83.33
9,552.40
795,982.39
- Bekisting
m2
20.16
103,083.75
2,078,168.40
NO
URAIAN PEKERJAAN
SAT.
VOLUME
HARGA SATUAN
JUMLAH HARGA
a
b
c
d
e
f = (dxe)
8
9
Pek. Balok Lift 25/40 - Cor Beton K-350
m3
0.80
953,218.75
762,575.00
- Besi D 19 mm
kg
149.86
9,783.40
1,466,101.19
- Besi ф 10 mm
kg
10.42
9,552.40
99,497.80
- Besi ф 10 mm (sengkang)
kg
64.48
9,552.40
615,938.75
- Bekisting
m2
8.40
105,352.50
884,961.00
Pek. Balok Bracket / Dudukan Lift 20/30 - Cor Beton K-350
m3
0.48
953,218.75
457,545.00
- Besi D 13 mm
kg
52.42
9,783.40
512,806.69
- Besi ф 10 mm
kg
10.42
9,552.40
99,497.80
- Besi ф 10 mm (sengkang)
kg
21.07
9,552.40
201,237.23
- Bekisting
m2
6.40
105,352.50
674,256.00
10
Pek. Tangga
a.
Pek. Plat bordes tangga tbl. 12 cm
b.
c.
11
- Cor Beton K-350
m3
4.87
953,218.75
4,645,225.61
- Besi ф 10 mm
kg
701.74
9,552.40
6,703,308.82
- Bekisting
m2
40.61
140,483.75
5,705,045.09
Pek. Plat beton anak tangga - Cor Beton K-350
m3
1.84
953,218.75
1,751,539.45
- Besi ф 10 mm
kg
264.60
9,552.40
2,527,565.04
- Bekisting
m2
15.31
140,483.75
2,151,157.42
Pek. Balok Bordes 20/30 - Cor Beton K-350
m3
0.74
953,218.75
709,194.75
- Besi ф 12 mm
kg
69.53
9,552.40
664,147.80
- Besi ф 8 mm (sengkang)
kg
34.29
9,552.40
327,513.59
- Bekisting
m2
9.92
105,352.50
1,045,096.80
Pek. Dinding Lift. T = 20 Cm - Cor Beton K-350
m3
7.66
953,218.75
7,305,468.50
- Besi D 19 mm
kg
1,305.00
9,783.40
12,767,297.87
- Besi D 13 mm
kg
545.93
9,783.40
5,341,058.08
- Bekisting
m2
78.74
180,221.25
14,190,621.23
kg
156.24
9,552.40
1,492,466.98
kg
562.46
12
Pek. Stek Kolom Praktis
13
Pek. Stek Kanopi beton
- Besi ф 10 mm - Besi ф 10 mm
9,552.40 JUMLAH B.III.b
c.
LANTAI SATU EL. +4.10 M
1
Pek. Balok Induk 30/60
2
3
5,372,881.11 1,055,597,839.59
- Cor Beton K-350
m3
57.67
953,218.75
54,974,031.75
- Besi D 19 mm
kg
10,002.89
9,783.40
97,862,254.46
- Besi D 13 mm
kg
666.43
9,783.40
6,519,970.83
- Besi ф 10 mm (sengkang)
kg
2,701.61
9,552.40
25,806,886.11
- Bekisting
m2
403.70
105,352.50
42,531,225.66
Pek. Balok Anak 20/40 - Cor Beton K-350
m3
15.83
953,218.75
15,088,690.24
- Besi D 19 mm
kg
5,086.54
9,783.40
49,763,663.26
- Besi D 13 mm
kg
593.05
9,783.40
5,802,041.46
- Besi ф 10 mm (sengkang)
kg
1,555.61
9,552.40
14,859,854.05
- Bekisting
m2
216.69
105,352.50
22,828,959.65
Pek. Plat Lantai tebal 12 cm - Cor Beton K-350
m3
110.78
953,218.75
105,599,144.03
- Besi ф 10 mm - 120 mm
kg
19,079.06
9,552.40
182,250,828.03
- Bekisting
m2
923.18
122,333.75
112,936,120.26
NO
URAIAN PEKERJAAN
SAT.
VOLUME
HARGA SATUAN
JUMLAH HARGA
a
b
c
d
e
f = (dxe)
4
5
5
6
7
8
9
Pek. Dinding Sun Screen tebal 10 cm - Cor Beton K-350
m3
2.94
953,218.75
- Besi ф 10 mm - 150 mm
kg
486.08
9,552.40
4,643,230.59
- Bekisting
m2
58.80
180,221.25
10,597,009.50
Pek. Dinding Lift. T = 20 Cm - Cor Beton K-350
m3
7.66
953,218.75
7,305,468.50
- Besi D 19 mm
kg
1,305.00
9,783.40
12,767,297.87
- Besi D 13 mm
kg
545.93
9,783.40
5,341,058.08
- Bekisting
m2
78.74
180,221.25
14,190,621.23
Pek. Kolom 50/50 - Cor Beton K-350
m3
31.50
953,218.75
30,026,390.63
- Besi D 22 mm
kg
7,080.48
9,783.40
69,271,168.03
- Besi ф 10 mm (sengkang)
kg
989.52
9,552.40
9,452,290.85
- Bekisting
m2
252.00
103,083.75
25,977,105.00
Pek. Kolom Lift 30/70 + 30/30 - Cor Beton K-350
m3
2.52
953,218.75
2,402,111.25
- Besi D 19 mm
kg
397.39
9,783.40
3,887,786.19
- Besi ф 10 mm (sengkang)
kg
90.27
9,552.40
862,314.25
- Bekisting
m2
23.52
103,083.75
2,424,529.80
Pek. Kolom Lift 30/60 + 30/30 - Cor Beton K-350
m3
2.27
953,218.75
2,161,900.13
- Besi D 19 mm
kg
397.39
9,783.40
3,887,786.19
- Besi ф 10 mm (sengkang)
kg
83.33
9,552.40
795,982.39
- Bekisting
m2
20.16
103,083.75
2,078,168.40
Pek. Balok Lift 25/40 - Cor Beton K-350
m3
0.80
953,218.75
762,575.00
- Besi D 19 mm
kg
149.86
9,783.40
1,466,101.19
- Besi ф 10 mm
kg
10.42
9,552.40
99,497.80
- Besi ф 10 mm (sengkang)
kg
64.48
9,552.40
615,938.75
- Bekisting
m2
8.40
105,352.50
884,961.00
Pek. Balok Bracket / Dudukan Lift 20/30 - Cor Beton K-350
m3
0.48
953,218.75
457,545.00
- Besi D 13 mm
kg
52.42
9,783.40
512,806.69
- Besi ф 10 mm
kg
10.42
9,552.40
99,497.80
- Besi ф 10 mm (sengkang)
kg
21.07
9,552.40
201,237.23
- Bekisting
m2
6.40
105,352.50
674,256.00
8
Pek. Tangga
a.
Pek. Plat bordes tangga tbl. 12 cm
b.
c.
2,802,463.13
- Cor Beton K-350
m3
4.87
953,218.75
4,645,225.61
- Besi ф 10 mm
kg
701.74
9,552.40
6,703,308.82
- Bekisting
m2
40.61
140,483.75
5,705,045.09
Pek. Plat beton anak tangga - Cor Beton K-350
m3
1.84
953,218.75
1,751,539.45
- Besi ф 10 mm
kg
264.60
9,552.40
2,527,565.04
- Bekisting
m2
15.31
140,483.75
2,151,157.42
Pek. Balok Bordes 20/30 - Cor Beton K-350
m3
0.74
953,218.75
709,194.75
- Besi ф 12 mm
kg
69.53
9,552.40
664,147.80
- Besi ф 8 mm (sengkang)
kg
34.29
9,552.40
327,513.59
- Bekisting
m2
9.92
105,352.50
1,045,096.80
NO
URAIAN PEKERJAAN
SAT.
VOLUME
HARGA SATUAN
JUMLAH HARGA
a
b
c
d
e
f = (dxe)
kg
203.11
kg
562.46
9
Pek. Stek Kolom Praktis
10
Pek. Stek Kanopi beton
- Besi ф 10 mm - Besi ф 10 mm
9,552.40 9,552.40 JUMLAH B.III.c
d.
LANTAI DUA EL. +8.30 M
1
Pek. Balok Induk 30/60
2
3
4
5
1,940,207.07 5,372,881.11 987,015,650.79
- Cor Beton K-350
m3
57.67
953,218.75
54,974,031.75
- Besi D 19 mm
kg
10,002.89
9,783.40
97,862,254.46
- Besi D 13 mm
kg
666.43
9,783.40
6,519,970.83
- Besi ф 10 mm (sengkang)
kg
2,701.61
9,552.40
25,806,886.11
- Bekisting
m2
403.70
105,352.50
42,531,225.66
Pek. Balok Anak 20/40 - Cor Beton K-350
m3
15.83
953,218.75
15,088,690.24
- Besi D 19 mm
kg
5,086.54
9,783.40
49,763,663.26
- Besi D 13 mm
kg
593.05
9,783.40
5,802,041.46
- Besi ф 10 mm (sengkang)
kg
1,555.61
9,552.40
14,859,854.05
- Bekisting
m2
216.69
105,352.50
22,828,959.65
Pek. Plat Lantai tebal 12 cm - Cor Beton K-350
m3
110.78
953,218.75
105,599,144.03
- Besi ф 10 mm
kg
19,079.06
9,552.40
182,250,828.03
- Bekisting
m2
923.18
122,333.75
112,936,120.26
Pek. Dinding Lift. T = 20 Cm - Cor Beton K-350
m3
7.66
953,218.75
7,305,468.50
- Besi D 19 mm
kg
1,363.38
9,783.40
13,338,466.46
- Besi D 13 mm
kg
545.93
9,783.40
5,341,058.08
- Bekisting
m2
78.74
180,221.25
14,190,621.23
Pek. Struktur Dinding Sun Screen (Lt. Dua s/d Lt. Empat) Kolom & Balok 20/20
6
7
8
9
- Cor Beton K-350
m3
9.66
953,218.75
9,211,906.00
- Besi D 13 mm
kg
1,055.31
9,783.40
10,324,508.11
- Besi ф 8 mm (sengkang)
kg
445.35
9,552.40
4,254,154.97
- Bekisting
m2
193.28
103,083.75
19,924,027.20
Pek. Kolom 50/50 - Cor Beton K-350
m3
31.50
953,218.75
30,026,390.63
- Besi D 22 mm
kg
7,080.48
9,783.40
69,271,168.03
- Besi ф 10 mm (sengkang)
kg
1,562.40
9,552.40
14,924,669.76
- Bekisting
m2
252.00
103,083.75
25,977,105.00
Pek. Kolom Lift 30/70 + 30/30 - Cor Beton K-350
m3
2.52
953,218.75
2,402,111.25
- Besi D 19 mm
kg
397.39
9,783.40
3,887,786.19
- Besi ф 10 mm (sengkang)
kg
90.27
9,552.40
862,314.25
- Bekisting
m2
23.52
103,083.75
2,424,529.80
Pek. Kolom Lift 30/60 + 30/30 - Cor Beton K-350
m3
2.27
953,218.75
2,161,900.13
- Besi D 19 mm
kg
397.39
9,783.40
3,887,786.19
- Besi ф 10 mm (sengkang)
kg
83.33
9,552.40
795,982.39
- Bekisting
m2
20.16
103,083.75
2,078,168.40
Pek. Balok Lift 25/40 - Cor Beton K-350
m3
0.80
953,218.75
762,575.00
- Besi D 19 mm
kg
149.86
9,783.40
1,466,101.19
- Besi ф 10 mm
kg
10.42
9,552.40
99,497.80
- Besi ф 10 mm (sengkang)
kg
64.48
9,552.40
615,938.75
- Bekisting
m2
8.40
105,352.50
884,961.00
NO
URAIAN PEKERJAAN
SAT.
VOLUME
HARGA SATUAN
JUMLAH HARGA
a
b
c
d
e
f = (dxe)
10
Pek. Balok Bracket / Dudukan Lift 20/30 - Cor Beton K-350
m3
0.48
953,218.75
457,545.00
- Besi D 13 mm
kg
52.42
9,783.40
512,806.69
- Besi ф 10 mm
kg
10.42
9,552.40
99,497.80
- Besi ф 10 mm (sengkang)
kg
21.07
9,552.40
201,237.23
- Bekisting
m2
6.40
105,352.50
674,256.00
11
Pek. Tangga
a.
Pek. Plat bordes tangga tbl. 12 cm
b.
c.
- Cor Beton K-350
m3
4.87
953,218.75
4,645,225.61
- Besi ф 10 mm
kg
701.74
9,552.40
6,703,308.82
- Bekisting
m2
40.61
140,483.75
5,705,045.09
Pek. Plat beton anak tangga - Cor Beton K-350
m3
1.84
953,218.75
1,751,539.45
- Besi ф 10 mm
kg
264.60
9,552.40
2,527,565.04
- Bekisting
m2
15.31
140,483.75
2,151,157.42
Pek. Balok Bordes 20/30 - Cor Beton K-350
m3
0.74
953,218.75
709,194.75
- Besi ф 12 mm
kg
69.53
9,552.40
664,147.80
- Besi ф 8 mm (sengkang)
kg
34.29
9,552.40
327,513.59
- Bekisting
m2
9.92
105,352.50
1,045,096.80
kg
203.11
9,552.40
1,940,207.07
kg
562.46
12
Pek. Stek Kolom Praktis
13
Pek. Stek Kanopi beton
- Besi ф 10 mm - Besi ф 10 mm
9,552.40 JUMLAH B.III.d
e.
LANTAI TIGA EL. +12.50 M
1
Pek. Balok Induk 30/60
2
3
4
5,372,881.11 1,018,731,091.36
- Cor Beton K-350
m3
57.67
953,218.75
54,974,031.75
- Besi D 19 mm
kg
10,002.89
9,783.40
97,862,254.46
- Besi D 13 mm
kg
666.43
9,783.40
6,519,970.83
- Besi ф 10 mm (sengkang)
kg
2,701.61
9,552.40
25,806,886.11
- Bekisting
m2
403.70
105,352.50
42,531,225.66
Pek. Balok Anak 20/40 - Cor Beton K-350
m3
15.83
953,218.75
15,088,690.24
- Besi D 19 mm
kg
5,086.54
9,783.40
49,763,663.26
- Besi D 13 mm
kg
593.05
9,783.40
5,802,041.46
- Besi ф 10 mm (sengkang)
kg
1,555.61
9,552.40
14,859,854.05
- Bekisting
m2
216.69
105,352.50
22,828,959.65
Pek. Plat Lantai tebal 12 cm - Cor Beton K-350
m3
110.78
953,218.75
105,599,144.03
- Besi ф 10 mm - 120 mm
kg
19,079.06
9,552.40
182,250,828.03
- Bekisting
m2
923.18
122,333.75
112,936,120.26
Pek. Dinding Lift. T = 20 Cm - Cor Beton K-350
m3
7.66
953,218.75
7,305,468.50
- Besi D 19 mm
kg
1,305.00
9,783.40
12,767,297.87
- Besi D 13 mm
kg
545.93
9,783.40
5,341,058.08
- Bekisting
m2
78.74
180,221.25
14,190,621.23
NO
URAIAN PEKERJAAN
SAT.
VOLUME
HARGA SATUAN
JUMLAH HARGA
a
b
c
d
e
f = (dxe)
5
6
7
8
9
Pek. Kolom 50/50 - Cor Beton K-350
m3
31.50
953,218.75
30,026,390.63
- Besi D 22 mm
kg
7,080.48
9,783.40
69,271,168.03
- Besi ф 10 mm (sengkang)
kg
1,562.40
9,552.40
14,924,669.76
- Bekisting
m2
252.00
103,083.75
25,977,105.00
Pek. Kolom Lift 30/70 + 30/30 - Cor Beton K-350
m3
2.52
953,218.75
2,402,111.25
- Besi D 19 mm
kg
397.39
9,783.40
3,887,786.19
- Besi ф 10 mm (sengkang)
kg
90.27
9,552.40
862,314.25
- Bekisting
m2
23.52
103,083.75
2,424,529.80
Pek. Kolom Lift 30/60 + 30/30 - Cor Beton K-350
m3
2.27
953,218.75
2,161,900.13
- Besi D 19 mm
kg
397.39
9,783.40
3,887,786.19
- Besi ф 10 mm (sengkang)
kg
83.33
9,552.40
795,982.39
- Bekisting
m2
20.16
103,083.75
2,078,168.40
Pek. Balok Lift 25/40 - Cor Beton K-350
m3
0.80
953,218.75
762,575.00
- Besi D 19 mm
kg
149.86
9,783.40
1,466,101.19
- Besi ф 10 mm
kg
10.42
9,552.40
99,497.80
- Besi ф 10 mm (sengkang)
kg
64.48
9,552.40
615,938.75
- Bekisting
m2
8.40
105,352.50
884,961.00
Pek. Balok Bracket / Dudukan Lift 20/30 - Cor Beton K-350
m3
0.48
953,218.75
457,545.00
- Besi D 13 mm
kg
52.42
9,783.40
512,806.69
- Besi ф 10 mm
kg
10.42
9,552.40
99,497.80
- Besi ф 10 mm (sengkang)
kg
21.07
9,552.40
201,237.23
- Bekisting
m2
6.40
105,352.50
674,256.00
10
Pek. Tangga
a.
Pek. Plat bordes tangga tbl. 12 cm
b.
c.
- Cor Beton K-350
m3
2.44
953,218.75
2,322,612.81
- Besi ф 10 mm
kg
350.87
9,552.40
3,351,654.41
- Bekisting
m2
20.31
140,483.75
2,852,522.54
Pek. Plat beton anak tangga - Cor Beton K-350
m3
0.92
953,218.75
875,769.73
- Besi ф 10 mm
kg
132.30
9,552.40
1,263,782.52
- Bekisting
m2
7.66
140,483.75
1,075,578.71
Pek. Balok Bordes 20/30 - Cor Beton K-350
m3
0.37
953,218.75
354,597.38
- Besi ф 12 mm
kg
34.76
9,552.40
332,073.90
- Besi ф 8 mm (sengkang)
kg
17.14
9,552.40
163,756.79
- Bekisting
m2
4.96
105,352.50
522,548.40
kg
203.11
9,552.40
1,940,207.07
kg
562.46
11
Pek. Stek Kolom Praktis
12
Pek. Stek Kanopi beton
- Besi ф 10 mm - Besi ф 10 mm
9,552.40 JUMLAH B.III.e
f.
LANTAI EMPAT EL. +16.70 M
1
Pek. Balok Induk 30/60
2
5,372,881.11 961,330,429.30
- Cor Beton K-350
m3
61.56
953,218.75
58,680,146.25
- Besi D 19 mm
kg
10,677.24
9,783.40
104,459,709.82
- Besi D 13 mm
kg
711.36
9,783.40
6,959,519.42
- Besi ф 10 mm (sengkang)
kg
2,883.74
9,552.40
27,546,676.19
- Bekisting
m2
430.92
105,352.50
45,398,499.30
m3
14.10
953,218.75
13,441,528.24
Pek. Balok Anak 20/40 - Cor Beton K-350
NO
URAIAN PEKERJAAN
SAT.
VOLUME
HARGA SATUAN
JUMLAH HARGA
a
b
c
d
e
f = (dxe)
3
- Besi D 19 mm
kg
4,701.20
9,783.40
- Besi D 13 mm
kg
548.12
9,783.40
45,993,688.77 5,362,492.86
- Besi ф 10 mm (sengkang)
kg
1,437.77
9,552.40
13,734,107.53
- Bekisting
m2
200.28
105,352.50
21,099,493.01
Pek. Plat Lantai tebal 12 cm - Cor Beton K-350
m3
114.93
953,218.75
109,552,332.83
- Besi ф 10 mm - 120 mm
kg
19,793.30
9,552.40
189,073,534.20
- Bekisting
m2
957.74
122,333.75
117,163,974.66
NO
URAIAN PEKERJAAN
SAT.
VOLUME
HARGA SATUAN
JUMLAH HARGA
a
b
c
d
e
f = (dxe)
4
5
6
7
8
9
10
11
Pek. Dinding Lift. T = 20 Cm - Cor Beton K-350
m3
7.32
953,218.75
6,977,561.25
- Besi D 19 mm
kg
1,245.68
9,783.40
12,186,966.15
- Besi D 13 mm
kg
528.22
9,783.40
5,167,748.41
- Bekisting
m2
70.80
180,221.25
12,759,664.50 2,802,463.13
Pek. Dinding Sun Screen tebal 10 cm - Cor Beton K-350
m3
2.94
953,218.75
- Besi ф 10 mm - 150 mm
kg
486.08
9,552.40
4,643,230.59
- Bekisting
m2
58.80
180,221.25
10,597,009.50
Pek. Kolom 50/50 - Cor Beton K-350
m3
10.50
953,218.75
10,008,796.88
- Besi D 22 mm
kg
2,503.20
9,783.40
24,489,806.88
- Besi ф 10 mm (sengkang)
kg
520.80
9,552.40
4,974,889.92
- Bekisting
m2
84.00
103,083.75
8,659,035.00
Pek. Kolom 20/20 - Cor Beton K-350
m3
1.92
953,218.75
1,830,180.00
- Besi D 22 mm
kg
2,145.60
9,783.40
20,991,263.04
- Besi ф 10 mm (sengkang)
kg
138.88
9,552.40
1,326,637.31
- Bekisting
m2
38.40
103,083.75
3,958,416.00
Pek. Kolom Lift 30/70 + 30/30 - Cor Beton K-350
m3
2.40
953,218.75
2,287,725.00
- Besi D 19 mm
kg
381.33
9,783.40
3,730,703.92
- Besi ф 10 mm (sengkang)
kg
85.97
9,552.40
821,251.67
- Bekisting
m2
22.40
103,083.75
2,309,076.00
Pek. Kolom Lift 30/60 + 30/30 - Cor Beton K-350
m3
2.16
953,218.75
2,058,952.50
- Besi D 19 mm
kg
381.33
9,783.40
3,730,703.92
- Besi ф 10 mm (sengkang)
kg
79.36
9,552.40
758,078.46
- Bekisting
m2
19.20
103,083.75
1,979,208.00
Pek. Balok Lift 25/40 - Cor Beton K-350
m3
0.80
953,218.75
762,575.00
- Besi D 19 mm
kg
149.86
9,783.40
1,466,101.19
- Besi ф 10 mm
kg
10.42
9,552.40
99,497.80
- Besi ф 10 mm (sengkang)
kg
64.48
9,552.40
615,938.75
- Bekisting
m2
8.40
105,352.50
884,961.00
Pek. Balok Bracket / Dudukan Lift 20/30 - Cor Beton K-350
m3
0.48
953,218.75
457,545.00
- Besi D 13 mm
kg
52.42
9,783.40
512,806.69
- Besi ф 10 mm
kg
10.42
9,552.40
99,497.80
- Besi ф 10 mm (sengkang)
kg
21.07
9,552.40
201,237.23
- Bekisting
m2
6.40
105,352.50
674,256.00
kg
57.29
9,552.40
547,237.89
12
Pek. Stek Kolom Praktis
13
Pek. Stek Kanopi beton - Besi ф 10 mm
kg
312.48
9,552.40
2,984,933.95
14
Pek. Waterproofing membrance
m2
617.99
115,000.00
71,068,850.00
15
Pek. Screed
m2
617.99
- Besi ф 10 mm
35,000.00 JUMLAH B.III.f
21,629,650.00 1,009,520,159.41
NO
URAIAN PEKERJAAN
SAT.
VOLUME
HARGA SATUAN
JUMLAH HARGA
a
b
c
d
e
f = (dxe)
g.
LANTAI ATAP EL. +20.90 M
1
Pek. Balok Induk 30/60
2
3
- Cor Beton K-350
m3
18.14
953,218.75
17,295,201.00
- Besi D 19 mm
kg
4,415.64
9,783.40
43,200,019.34
- Besi D 13 mm
kg
220.15
9,783.40
2,153,788.12
- Besi ф 10 mm (sengkang)
kg
393.72
9,552.40
3,761,016.78
- Bekisting
m2
151.20
105,352.50
15,929,298.00
Pek. Balok Anak 20/40 - Cor Beton K-350
m3
4.90
953,218.75
4,673,822.18
- Besi D 19 mm
kg
1,554.22
9,783.40
15,205,563.77
- Besi D 13 mm
kg
181.21
9,783.40
1,772,846.00
- Besi ф 10 mm (sengkang)
kg
475.33
9,552.40
4,540,510.96
- Bekisting
m2
66.21
105,352.50
6,975,515.45
Pek. Plat Lantai P + 20,80 - Cor Beton K-350
m3
40.77
953,218.75
38,862,774.19
- Besi ф 10 mm - 120 MM
kg
7,021.51
9,552.40
67,072,255.57
- Bekisting
m2
339.75
122,333.75
41,562,940.50
4
Pek. Baja penggantung lift
kg
250.00
20,000.00
5,000,000.00
5
Pek. Waterproofing membrance
m2
339.75
115,000.00
39,071,296.00
6
Pek. Screed
m2
339.75
35,000.00 JUMLAH B.III.g
11,891,264.00 318,968,111.85
RENCANA ANGGARAN BIAYA (RAB) C. PEKERJAAN ARSITEKTUR NO
URAIAN PEKERJAAN
SAT.
VOLUME
HARGA SATUAN
JUMLAH HARGA
a
b
c
d
e
f = (dxe)
C
PEKERJAAN ARSITEKTUR I. PEKERJAAN DINDING/PLESTERAN a. Lantai Basement 1 Pek. Pasangan bata 1/2 bt 1 Pc: 3Ps
m2
80.50
72,456.45
5,833,019.56
2 Pek. Pasangan bata 1/2 bt 1 Pc: 5Ps
m2
187.84
67,386.55
12,658,037.80
3 Pek. Plesteran t = 2 Cm 1pc: 3 Ps.
m2
161.01
28,179.80
4,537,161.97
4 Pek. Plesteran t = 2 Cm 1pc: 5 Ps.
m2
375.68
25,929.20
9,741,195.94
5 Pek. Acian Dinding bata
m2
536.69
17,923.13
9,619,197.80
6 Pek. Acian Beton
m2
946.90
17,923.13
16,971,335.37
7 Pek. Finishing bubuk granit
m2
86.40
65,000.00
5,616,000.00
8 Pek. Kolom Praktis 15/15
m3
2.02
3,095,021.56
6,250,705.54
9 Pek. Balok lintel 12/15
m3
0.81
3,924,727.54
3,186,093.82
10 Pek. Pas. Batu alam
m2
201.60
241,056.40
48,596,970.11
11 Pas. Granit alam u/ Dinding area pintu lift
m2
8.40
950,000.00 JUMLAH C.I.a
7,980,000.00 130,989,717.91
b. Lantai Dasar 1 Pek. Pasangan bata 1/2 bt 1 Pc: 3Ps
m2
118.93
72,456.45
8,616,923.17
2 Pek. Pasangan bata 1/2 bt 1 Pc: 5Ps
m2
673.91
67,386.55
45,412,567.62
3 Pek. Plesteran t = 2 Cm 1pc: 3 Ps.
m2
237.85
28,179.80
6,702,596.43
4 Pek. Plesteran t = 2 Cm 1pc: 5 Ps.
m2
1,347.82
25,929.20
34,947,969.54
5 Pek. Acian
m2
1,437.02
17,923.13
25,755,960.78
6 Pek. Acian Beton
m2
497.28
17,923.13
8,912,811.60
7 Pek. Finishing bubuk granit
m2
148.65
65,000.00
9,662,250.00
8 Pek. Kolom 20/40
m3
5.22
3,095,021.56
16,163,440.58
9 Pek. Kolom Praktis 15/15
m3
6.61
3,095,021.56
20,456,854.48
10 Pek. Balok lintel 12/15
m3
6.91
3,924,727.54
27,115,848.38
11 Pek. Kanopi beton tbl. 10 cm
m3
11.92
3,924,727.54
46,782,752.27
12 Pek. Dinding partisi double Gypsum + rangka
m2
138.72
165,000.00
22,888,800.00
13 Pas. Granit alam u/ Dinding area pintu lift
m2
6.70
950,000.00
6,365,000.00
14 Pek. Dinding sunscreen Aluminium Composit Panel ex. Seven
m2
281.60
750,000.00
211,200,000.00
JUMLAH C.I.b
490,983,774.84
c. Lantai Satu 1 Pek. Pasangan bata 1/2 bt 1 Pc: 3Ps
m2
135.55
72,456.45
9,821,562.37
2 Pek. Pasangan bata 1/2 bt 1 Pc: 5Ps
m2
768.12
67,386.55
51,761,209.49
3 Pek. Plesteran t = 2 Cm 1pc: 3 Ps.
m2
271.10
28,179.80
7,639,614.23
4 Pek. Plesteran t = 2 Cm 1pc: 5 Ps.
m2
1,536.25
25,929.20
39,833,668.68
5 Pek. Acian
m2
1,652.26
17,923.13
29,613,662.51
6 Pek. Acian Beton
m2
505.92
17,923.13
9,067,667.40
7 Pek. Finishing bubuk granit
m2
155.09
65,000.00
10,080,850.00
8 Pek. Kolom 20/40
m3
5.22
3,095,021.56
16,163,440.58
9 Pek. Kolom Praktis 15/15
m3
7.16
3,095,021.56
22,161,592.35
10 Pek. Balok lintel 12/15
m3
6.42
3,924,727.54
25,203,626.93
11 Pek. Kanopi beton tbl. 10 cm
m3
11.92
3,924,727.54
46,782,752.27
12 Pek. Dinding partisi double Gypsum + rangka
m2
109.34
165,000.00
18,041,760.00
13 Pas. Granit alam u/ Dinding area pintu lift
m2
6.70
950,000.00
6,365,000.00
JUMLAH C.I.c
292,536,406.80
NO
URAIAN PEKERJAAN
SAT.
VOLUME
HARGA SATUAN
JUMLAH HARGA
a
b
c
d
e
f = (dxe)
d. Lantai Dua 1 Pek. Pasangan bata 1/2 bt 1 Pc: 3Ps
m2
136.15
72,456.45
9,865,036.24
2 Pek. Pasangan bata 1/2 bt 1 Pc: 5Ps
m2
771.52
67,386.55
51,990,323.76
NO
URAIAN PEKERJAAN
SAT.
VOLUME
HARGA SATUAN
JUMLAH HARGA
a
b
c
d
e
f = (dxe)
3 Pek. Plesteran t = 2 Cm 1pc: 3 Ps.
m2
272.30
28,179.80
7,673,429.99
4 Pek. Plesteran t = 2 Cm 1pc: 5 Ps.
m2
1,543.05
25,929.20
40,009,987.24
5 Pek. Acian
m2
1,660.26
17,923.13
29,757,047.51
6 Pek. Acian Beton
m2
505.92
17,923.13
9,067,667.40
7 Pek. Finishing bubuk granit
m2
155.09
65,000.00
10,080,850.00
8 Pek. Kolom 20/40
m3
5.22
3,095,021.56
16,163,440.58
9 Pek. Kolom Praktis 15/15
m3
7.16
3,095,021.56
22,161,592.35
10 Pek. Balok lintel 12/15
m3
6.49
3,924,727.54
25,486,207.31
11 Pek. Kanopi beton tbl. 10 cm
m3
11.92
3,924,727.54
46,782,752.27
12 Pek. Dinding partisi double Gypsum + rangka
m2
164.02
165,000.00
27,062,640.00
13 Pas. Granit alam u/ Dinding area pintu lift
m2
6.70
950,000.00 JUMLAH C.I.d
6,365,000.00 302,465,974.64
e. Lantai Tiga 1 Pek. Pasangan bata 1/2 bt 1 Pc: 3Ps
m2
136.15
72,456.45
9,865,036.24
2 Pek. Pasangan bata 1/2 bt 1 Pc: 5Ps
m2
771.52
67,386.55
51,990,323.76
3 Pek. Plesteran t = 2 Cm 1pc: 3 Ps.
m2
272.30
28,179.80
7,673,429.99
4 Pek. Plesteran t = 2 Cm 1pc: 5 Ps.
m2
1,543.05
25,929.20
40,009,987.24
5 Pek. Acian
m2
1,660.26
17,923.13
29,757,047.51
6 Pek. Acian Beton
m2
505.92
17,923.13
9,067,667.40
7 Pek. Finishing bubuk granit
m2
155.09
65,000.00
10,080,850.00
8 Pek. Kolom 20/40
m3
5.22
3,095,021.56
16,163,440.58
9 Pek. Kolom Praktis 15/15
m3
7.16
3,095,021.56
22,161,592.35
10 Pek. Balok lintel 12/15
m3
6.49
3,924,727.54
25,486,207.31
11 Pek. Kanopi beton tbl. 10 cm
m3
11.92
3,924,727.54
46,782,752.27
12 Pek. Dinding partisi double Gypsum + rangka
m2
164.02
165,000.00
27,062,640.00
13 Pas. Granit alam u/ Dinding area pintu lift
m2
6.70
950,000.00 JUMLAH C.I.e
6,365,000.00 302,465,974.64
f. Lantai Empat 1 Pek. Pasangan bata 1/2 bt 1 Pc: 3Ps
m2
57.02
72,456.45
4,131,565.32
2 Pek. Pasangan bata 1/2 bt 1 Pc: 5Ps
m2
323.12
67,386.55
21,774,012.12
3 Pek. Plesteran t = 2 Cm 1pc: 3 Ps.
m2
114.04
28,179.80
3,213,701.04
4 Pek. Plesteran t = 2 Cm 1pc: 5 Ps.
m2
646.24
25,929.20
16,756,540.14
5 Pek. Acian
m2
544.28
17,923.13
9,755,284.51
6 Pek. Acian Beton
m2
276.88
17,923.13
4,962,554.85
7 Pek. Finishing bubuk granit
m2
216.00
65,000.00
14,040,000.00
8 Pek. Sirip Beton 10/70 cm
m3
1.47
3,095,021.56
4,549,681.69
9 Pek. Kolom Praktis 15/15
m3
0.74
3,095,021.56
2,298,053.51
10 Pek. Balok lintel 12/15
m3
1.26
3,924,727.54
4,946,004.44
11 Pek. Ornamen
ls
1.00
25,000,000.00
25,000,000.00
12 Pas. Logo Unpas dan Huruf bertuliskan " PASCA SARJANA UNIVERSITAS
ls
1.00
22,687,500.00
22,687,500.00
13 Pek. Dinding partisi double Gypsum + rangka
m2
75.60
165,000.00
12,474,000.00
14 Pek. Meja beton Pantry & finishing keramik
unit
1.00
2,500,000.00
2,500,000.00
15 Pas. Granit alam u/ Dinding area pintu lift
m2
6.70
950,000.00
6,365,000.00
PASUNDAN "
II. PEKERJAAN KUSEN, PINTU & JENDELA LKP. ASSESORIES a. Lantai Basement
JUMLAH C.I.f
155,453,897.61
JUMLAH C.I
1,674,895,746.45
NO
URAIAN PEKERJAAN
SAT.
VOLUME
HARGA SATUAN
JUMLAH HARGA
a
b
c
d
e
f = (dxe)
1 Pek. Kusen Pintu P1 + BV1 lkp. Assesories
unit
2.00
5,503,567.71
2 Pek. Kusen Pintu P2 + BV2 lkp. Assesories
unit
3.00
2,910,179.80
8,730,539.40
3 Pek. Kusen Pintu P3 + BV3 lkp. Assesories
unit
7.00
3,006,199.57
21,043,396.99
4 Pek. Kusen Jendela J7 lkp. Assesories
unit
2.00
729,060.75
1,458,121.50
5 Pek. Kusen Ps. 1 lkp. Assesories
unit
2.00
1,174,778.52
2,349,557.03
6 Pek. Railing Tangga stainless steel
m'
89.28
750,000.00
66,960,000.00
JUMLAH C.II.a
11,007,135.43
111,548,750.35
b. Lantai Dasar 1 Pek. Kusen Pintu P1 + BV1 lkp. Assesories
unit
7.00
5,503,567.71
38,524,973.99
NO
URAIAN PEKERJAAN
SAT.
VOLUME
HARGA SATUAN
JUMLAH HARGA
a
b
c
d
e
f = (dxe)
2 Pek. Kusen Pintu P2 + BV2 lkp. Assesories
unit
5.00
2,910,179.80
14,550,899.00
3 Pek. Kusen Pintu P3 + BV3 lkp. Assesories
unit
7.00
3,006,199.57
21,043,396.99
4 Pek. Kusen Pintu + DaunJendela Type PJ1 + BV4 lkp. Assesories
unit
1.00
11,134,187.10
11,134,187.10
5 Pek. Kusen + Daun Jendela Type J.1 + BV5 lkp. Assesories
unit
35.00
4,674,304.11
163,600,643.94
6 Pek. Kusen + Daun Jendela Type J.2 + BV6 lkp. Assesories
unit
1.00
2,393,103.35
2,393,103.35
7 Pek. Kusen Jendela J7 lkp. Assesories
unit
2.00
729,060.75
1,458,121.50
8 Pek. Kusen Type BV.5 lkp. Assesories
unit
2.00
1,627,721.98
3,255,443.95 438,727.07
9 Pek. Kusen Type BV.6A lkp. Assesories
unit
1.00
438,727.07
10 Pek. Kusen Type BV.6B lkp. Assesories
unit
2.00
344,759.24
689,518.47
11 Pek. Kusen Ps. 1 lkp. Assesories
unit
2.00
1,174,778.52
2,349,557.03
JUMLAH C.II.b
259,438,572.39
c. Lantai Satu 1 Pek. Kusen Pintu P1 + BV1 lkp. Assesories
unit
7.00
5,503,567.71
38,524,973.99
2 Pek. Kusen Pintu P2 + BV2 lkp. Assesories
unit
3.00
2,910,179.80
8,730,539.40
3 Pek. Kusen Pintu P3 + BV3 lkp. Assesories
unit
7.00
3,006,199.57
21,043,396.99
4 Pek. Kusen Pintu + DaunJendela Type PJ1 + BV4 lkp. Assesories
unit
1.00
11,134,187.10
11,134,187.10
5 Pek. Kusen Pintu + DaunJendela Type PJ2 + BV8 lkp. Assesories
unit
1.00
18,844,000.86
18,844,000.86
6 Pek. Kusen + Daun Jendela Type J.1 + BV5 lkp. Assesories
unit
29.00
4,674,304.11
135,554,819.26
7 Pek. Kusen + Daun Jendela Type J.2 + BV6 lkp. Assesories
unit
1.00
2,393,103.35
2,393,103.35
8 Pek. Kusen + Kaca Jendela Type J.3 + BV6A lkp. Assesories
unit
1.00
1,047,913.40
1,047,913.40
9 Pek. Kusen + Kaca Jendela Type J.4 + BV6B lkp. Assesories
unit
2.00
835,240.31
1,670,480.61
10 Pek. Kusen Jendela J7 lkp. Assesories
unit
2.00
729,060.75
1,458,121.50
11 Pek. Kusen Type BV.5 lkp. Assesories
unit
2.00
1,627,721.98
3,255,443.95
12 Pek. Kusen Type BV.6 (hilang)
unit
-
438,727.07
0.00
13 Pek.Pintu Lipat + BV.7 lkp. Assesories
unit
1.00
13,494,500.00
13,494,500.00
14 Pek. Kusen Ps. 1 lkp. Assesories
unit
2.00
1,174,778.52 JUMLAH C.II.c
2,349,557.03 259,501,037.44
d. Lantai Dua 1 Pek. Kusen Pintu P1 + BV1 lkp. Assesories
unit
8.00
5,503,567.71
44,028,541.70
2 Pek. Kusen Pintu P2 + BV2 lkp. Assesories
unit
3.00
2,910,179.80
8,730,539.40
3 Pek. Kusen Pintu P3 + BV3 lkp. Assesories
unit
7.00
3,006,199.57
21,043,396.99
4 Pek. Kusen Pintu + DaunJendela Type PJ1 + BV4 lkp. Assesories
unit
1.00
11,134,187.10
11,134,187.10
5 Pek. Kusen Pintu + DaunJendela Type PJ2 + BV8 lkp. Assesories (hilang)
unit
-
18,844,000.86
0.00
6 Pek. Kusen + Daun Jendela Type J.1 + BV5 lkp. Assesories
unit
31.00
4,674,304.11
144,903,427.49
7 Pek. Kusen + Daun Jendela Type J.2 + BV6 lkp. Assesories
unit
1.00
2,393,103.35
2,393,103.35
8 Pek. Kusen + Kaca Jendela Type J.3 + BV6A lkp. Assesories
unit
1.00
1,047,913.40
1,047,913.40
9 Pek. Kusen + Kaca Jendela Type J.4 + BV6B lkp. Assesories
unit
2.00
835,240.31
1,670,480.61
10 Pek. Kusen Jendela J7 lkp. Assesories
unit
2.00
729,060.75
1,458,121.50
11 Pek. Kusen Type BV.5 lkp. Assesories
unit
2.00
1,627,721.98
3,255,443.95
12 Pek. Kusen Type BV.6 (hilang)
unit
-
438,727.07
0.00
13 Pek.Pintu Lipat + BV.7 lkp. Assesories
unit
1.00
13,494,500.00
13,494,500.00
14 Pek. Kusen Ps. 1 lkp. Assesories
unit
2.00
1,174,778.52 JUMLAH C.II.d
2,349,557.03 255,509,212.52
e. Lantai Tiga 1 Pek. Kusen Pintu P1 + BV1 lkp. Assesories
unit
8.00
5,503,567.71
2 Pek. Kusen Pintu P2 + BV2 lkp. Assesories
unit
3.00
2,910,179.80
44,028,541.70 8,730,539.40
3 Pek. Kusen Pintu P3 + BV3 lkp. Assesories
unit
7.00
3,006,199.57
21,043,396.99
NO
URAIAN PEKERJAAN
SAT.
VOLUME
HARGA SATUAN
JUMLAH HARGA
a
b
c
d
e
f = (dxe)
4 Pek. Kusen Pintu + DaunJendela Type PJ1 + BV4 lkp. Assesories
unit
1.00
11,134,187.10
5 Pek. Kusen Pintu + DaunJendela Type PJ2 + BV8 lkp. Assesories (hilang)
unit
-
18,844,000.86
11,134,187.10 0.00
6 Pek. Kusen + Daun Jendela Type J.1 + BV5 lkp. Assesories
unit
31.00
4,674,304.11
144,903,427.49
7 Pek. Kusen + Daun Jendela Type J.2 + BV6 lkp. Assesories
unit
1.00
2,393,103.35
2,393,103.35
8 Pek. Kusen + Kaca Jendela Type J.3 + BV6A lkp. Assesories
unit
1.00
1,047,913.40
1,047,913.40
9 Pek. Kusen + Kaca Jendela Type J.4 + BV6B lkp. Assesories
unit
2.00
835,240.31
1,670,480.61
10 Pek. Kusen Jendela J7 lkp. Assesories
unit
2.00
729,060.75
1,458,121.50
11 Pek. Kusen Type BV.5 lkp. Assesories
unit
2.00
1,627,721.98
3,255,443.95
12 Pek. Kusen Type BV.6 (hilang)
unit
-
13 Pek.Pintu Lipat + BV.7 lkp. Assesories
unit
1.00
14 Pek. Kusen Ps. 1 lkp. Assesories
unit
2.00
438,727.07
0.00
13,494,500.00
13,494,500.00
1,174,778.52 JUMLAH C.II.e
2,349,557.03 255,509,212.52
f. Lantai Empat 1 Pek. Kusen Pintu P3 + BV3 lkp. Assesories
unit
2.00
3,006,199.57
6,012,399.14
2 Pek. Kusen Pintu P2 + BV2 lkp. Assesories
unit
3 Pek. Kusen Pintu + DaunJendela Type PJ2 + BV8 lkp. Assesories
unit
4.00
2,910,179.80
11,640,719.20
1.00
18,844,000.86
4 Pek. Kusen + Kaca Jendela Type J.5 lkp. Assesories
18,844,000.86
unit
6.00
521,685.99
3,130,115.94
5 Pek. Kusen + Kaca jendela J6 + BV10 lkp. Assesories
unit
23.00
2,081,540.41
47,875,429.54
6 Pek. Kusen Type BV.3 lkp. assesories
unit
2.00
820,390.59 JUMLAH C.II.e JUMLAH C.II
1,640,781.18 89,143,445.86 1,230,650,231.07
III. PEKERJAAN LANGIT-LANGIT a. Lantai Basement 1 Pek. Acian plafond beton exposed
m2
1,388.07
17,923.13 JUMLAH C.III.a
24,878,552.12 24,878,552.12
b. Lantai Dasar 1 Pas. Rangka plafond besi hollow
m2
802.85
62,562.50
50,227,990.31
2 Pas. Penutup Plafond Gypsumboard 9 mm
m2
755.42
40,711.00
30,753,903.62
3 Pas. Penutup Plafond GRC 5 mm
m2
47.43
38,709.00
1,835,774.33
4 Pas. List profil gypsum fin. Cat
m2
423.60
19,801.31
8,387,833.33 1,594,334.30
5 Pas. List profil kayu 3 cm fin. Cat
m'
85.85
18,571.16
6 Pek. Acian plafond beton exposed
m2
142.56
17,923.13 JUMLAH C.III.b
2,555,120.70 95,354,956.59
c. Lantai Satu 1 Pas. Rangka plafond besi hollow
m2
805.01
62,562.50
50,363,125.31
2 Pas. Penutup Plafond Gypsumboard 9 mm
m2
757.58
40,711.00
30,841,839.38
3 Pas. Penutup Plafond GRC 5 mm
m2
47.43
38,709.00
1,835,774.33
4 Pas. List profil gypsum fin. Cat
m2
398.60
19,801.31
7,892,800.67
5 Pas. List profil kayu 3 cm fin. Cat
m'
85.85
18,571.16
1,594,334.30
6 Pek. Acian plafond beton exposed
m2
142.56
17,923.13
2,555,120.70
JUMLAH C.III.c
95,082,994.69
d. Lantai Dua 1 Pas. Rangka plafond besi hollow
m2
802.85
62,562.50
50,227,990.31
2 Pas. Penutup Plafond Gypsumboard 9 mm
m2
755.42
40,711.00
30,753,903.62
3 Pas. Penutup Plafond GRC 5 mm
m2
47.43
38,709.00
1,835,774.33
4 Pas. List profil gypsum fin. Cat
m2
420.20
19,801.31
8,320,508.89
5 Pas. List profil kayu 3 cm fin. Cat
m'
85.85
18,571.16
1,594,334.30
6 Pek. Acian plafond beton exposed
m2
142.56
17,923.13
2,555,120.70
NO
URAIAN PEKERJAAN
SAT.
VOLUME
HARGA SATUAN
JUMLAH HARGA
a
b
c
d
e
f = (dxe)
JUMLAH C.III.d
95,287,632.14
NO
URAIAN PEKERJAAN
SAT.
VOLUME
HARGA SATUAN
JUMLAH HARGA
a
b
c
d
e
f = (dxe)
e. Lantai Tiga 1 Pas. Rangka plafond besi hollow
m2
802.85
62,562.50
50,227,990.31
2 Pas. Penutup Plafond Gypsumboard 9 mm
m2
755.42
40,711.00
30,753,903.62
3 Pas. Penutup Plafond GRC 5 mm
m2
47.43
38,709.00
1,835,774.33
4 Pas. List profil gypsum fin. Cat
m2
420.20
19,801.31
8,320,508.89
5 Pas. List profil kayu 3 cm fin. Cat
m'
85.85
18,571.16
1,594,334.30
6 Pek. Acian plafond beton exposed
m2
142.56
17,923.13
2,555,120.70
JUMLAH C.III.e
95,287,632.14
f. Lantai Empat 1 Pas. Rangka plafond besi hollow
m2
309.84
62,562.50
19,384,365.00
2 Pas. Penutup Plafond Gypsumboard 9 mm
m2
303.84
40,711.00
12,369,630.24
3 Pas. Penutup Plafond GRC 5 mm
m2
6.00
38,709.00
232,254.00
4 Pas. List profil gypsum fin. Cat
m2
243.07
19,801.31
4,813,143.11
5 Pas. List profil kayu 3 cm fin. Cat
m'
20.00
18,571.16
371,423.25
6 Pek. Acian plafond beton exposed
m2
303.84
17,923.13
5,445,762.30
JUMLAH C.III.f
42,616,577.90
JUMLAH C.III
448,508,345.59
IV. PEKERJAAN LANTAI a. Lantai Basement 1 Pek. Urugan pasir tbl. 10 cm
m3
16.76
118,607.50
1,988,043.32
2 Pek. Lantai Keramik 60/60 polished
m2
166.39
175,679.35
29,231,726.24
3 Pek. Lantai Keramik 60/60 polished u/ Tangga
m2
115.98
175,679.35
20,374,412.62
4 Pek. Lantai Keramik 30/30 polished
m2
7.20
103,464.35
744,943.32
5 Pek. Lantai keramik 20/20 unpolished
m2
45.66
109,019.35
4,978,164.21
6 Pek. Keramik Dinding 20/25
m2
88.64
121,014.85
10,726,756.30
7 Pek. Plint Keramik t =10 Cm
m2
104.46
37,225.65
3,888,591.40
8 Pek. Step nose u/ tangga
m'
168.00
50,000.00
8,400,000.00
9 Pek. Floor Hardener
29,916,000.00
m2
598.32
50,000.00
10 Pek. Waterproofing ooating Groundtank
m2
126.72
60,000.00
7,603,200.00
11 Pek. Dinding Keramik 20/20 u/ Groundtank
m2
126.72
121,014.85
15,335,001.79
12 Pek. Tangga stainless
m1
2.40
750,000.00
1,800,000.00
13 Pas. Grill besi saluran depan Ramp
m'
7.20
450,000.00
3,240,000.00
14 Pek. Paving Block
m2
302.40
154,000.00
46,569,600.00
15 Pek. Perbaikan Jalan
m2
108.00
165,000.00
17,820,000.00
JUMLAH C.IV.a
202,616,439.20
b. Lantai Dasar 1 Pek. Urugan pasir tbl. 5 cm
m3
40.77
118,607.50
4,835,390.56
2 Pek. Lantai Keramik 60/60 polished
m2
724.28
175,679.35
127,241,369.02
3 Pek. Lantai Keramik 60/60 polished u/ Tangga
m'
45.42
175,679.35
7,978,477.68
4 Pek. Lantai keramik 20/20 unpolished
m2
45.66
109,019.35
4,978,164.21
5 Pek. Keramik Dinding 20/25
m2
88.64
121,014.85
10,726,756.30
6 Pek. Plint Keramik t =10 Cm
m'
301.80
37,225.65
11,234,701.17
7 Pek. Step nose u/ tangga
m2
74.40
50,000.00
3,720,000.00
8 Pek. Waterproofing membrance Lantai KM/Wc
m2
54.80
115,000.00
6,301,511.25
JUMLAH C.IV.b
177,016,370.19
c. Lantai Satu 1 Pek. Urugan pasir tbl. 5 cm
m3
43.14
118,607.50
5,116,608.94
2 Pek. Lantai Keramik 60/60 polished
m2
771.70
175,679.35
135,572,083.79
NO
URAIAN PEKERJAAN
SAT.
VOLUME
HARGA SATUAN
JUMLAH HARGA
a
b
c
d
e
f = (dxe)
3 Pek. Lantai Keramik 60/60 polished u/ Tangga
m'
45.42
175,679.35
4 Pek. Lantai keramik 20/20 unpolished
m2
45.66
109,019.35
4,978,164.21
5 Pek. Keramik Dinding 20/25
m2
88.64
121,014.85
10,726,756.30
6 Pek. Plint Keramik t =10 Cm
m'
288.60
37,225.65
10,743,322.59
7 Pek. Step nose u/ tangga
m2
74.40
50,000.00
3,720,000.00
8 Pek. Waterproofing membrance Lantai KM/Wc
m2
54.80
115,000.00 JUMLAH C.IV.c
7,978,477.68
6,301,511.25 185,136,924.77
NO
URAIAN PEKERJAAN
SAT.
VOLUME
HARGA SATUAN
JUMLAH HARGA
a
b
c
d
e
f = (dxe)
d. Lantai Dua 1 Pek. Urugan pasir tbl. 5 cm
m3
43.14
118,607.50
5,116,608.94
2 Pek. Lantai Keramik 60/60 polished
m2
771.70
175,679.35
135,572,083.79
3 Pek. Lantai Keramik 60/60 polished u/ Tangga
m'
45.42
175,679.35
7,978,477.68
4 Pek. Lantai keramik 20/20 unpolished
m2
45.66
109,019.35
4,978,164.21
5 Pek. Keramik Dinding 20/25
m2
88.64
121,014.85
10,726,756.30
6 Pek. Plint Keramik t =10 Cm
m'
483.00
37,225.65
17,979,988.95
7 Pek. Step nose u/ tangga
m2
74.40
50,000.00
3,720,000.00
8 Pek. Waterproofing membrance Lantai KM/Wc
m2
54.80
115,000.00 JUMLAH C.IV.d
6,301,511.25 192,373,591.13
e. Lantai Tiga 1 Pek. Urugan pasir tbl. 5 cm
m3
43.14
118,607.50
5,116,608.94
2 Pek. Lantai Keramik 60/60 polished
m2
771.70
175,679.35
135,572,083.79
3 Pek. Lantai Keramik 60/60 polished u/ Tangga
m'
45.42
175,679.35
7,978,477.68
4 Pek. Lantai keramik 20/20 unpolished
m2
45.66
109,019.35
4,978,164.21
5 Pek. Keramik Dinding 20/25
m2
88.64
121,014.85
10,726,756.30
6 Pek. Plint Keramik t =10 Cm
m'
483.00
37,225.65
17,979,988.95
7 Pek. Step nose u/ tangga
m2
74.40
50,000.00
3,720,000.00
8 Pek. Waterproofing membrance Lantai KM/Wc
m2
54.80
115,000.00 JUMLAH C.IV.e
6,301,511.25 192,373,591.13
f. Lantai Empat 1 Pek. Urugan pasir tbl. 5 cm
m3
17.01
118,607.50
2,017,661.83
2 Pek. Lantai Keramik 60/60 polished
m2
327.75
175,679.35
57,578,028.57
3 Pek. Lantai keramik 20/20 unpolished
m2
12.48
109,019.35
1,360,561.49
4 Pek. Keramik Dinding 20/25
m2
39.60
121,014.85
4,792,188.06
5 Pek. Plint Keramik t =10 Cm
m'
126.20
37,225.65
4,697,877.03
6 Pek. Waterproofing membrance Lantai KM/Wc
m2
14.98
115,000.00
1,722,240.00
JUMLAH C.IV.f
72,168,556.98
JUMLAH C.IV
1,021,685,473.39
V. PEKERJAAN PENGECATAN a. Lantai Basement 1 Pek. Pengecatan dinding Exterior ex. ICI
m2
296.72
28,681.40
8,510,276.17
2 Pek. Pengecatan dinding Interior ex. ICI
m2
1,186.87
25,117.95
29,811,751.36
3 Pek. Pengecatan plafond ex. Vinilex
m2
1,388.07
14,772.45
20,505,194.67
JUMLAH C.V.a
58,827,222.21
b. Lantai Dasar 1 Pek. Pengecatan dinding Exterior ex. ICI
m2
677.01
28,681.40
19,417,491.36
2 Pek. Pengecatan dinding Interior ex. ICI
m2
1,257.30
25,117.95
31,580,738.25
3 Pek. Pengecatan plafond ex. Vinilex
m2
945.41
14,772.45
13,965,948.09
JUMLAH C.V.b
64,964,177.71
c. Lantai Satu 1 Pek. Pengecatan dinding Exterior ex. ICI
m2
647.45
28,681.40
18,569,887.16
2 Pek. Pengecatan dinding Interior ex. ICI
m2
1,510.73
25,117.95
37,946,340.13
3 Pek. Pengecatan plafond ex. Vinilex
m2
947.57
14,772.45
13,997,856.58
JUMLAH C.V.c
70,514,083.87
NO
URAIAN PEKERJAAN
SAT.
VOLUME
HARGA SATUAN
JUMLAH HARGA
a
b
c
d
e
f = (dxe)
d. Lantai Dua 1 Pek. Pengecatan dinding Exterior ex. ICI
m2
647.45
28,681.40
18,569,887.16
2 Pek. Pengecatan dinding Interior ex. ICI
m2
1,510.73
25,117.95
37,946,340.13
3 Pek. Pengecatan plafond ex. Vinilex
m2
947.57
14,772.45
13,997,856.58
JUMLAH C.V.d
70,514,083.87
e. Lantai Tiga 1 Pek. Pengecatan dinding Exterior ex. ICI
m2
647.45
28,681.40
18,569,887.16
2 Pek. Pengecatan dinding Interior ex. ICI
m2
1,510.73
25,117.95
37,946,340.13
3 Pek. Pengecatan plafond ex. Vinilex
m2
947.57
14,772.45
13,997,856.58
JUMLAH C.V.e
70,514,083.87
f. Lantai Empat 1 Pek. Pengecatan dinding Exterior ex. ICI
m2
416.68
28,681.40
11,951,092.18
2 Pek. Pengecatan dinding Interior ex. ICI
m2
773.84
25,117.95
19,437,336.52
3 Pek. Pengecatan plafond ex. Vinilex
m2
303.84
14,772.45
4,488,461.21
JUMLAH C.V.f
35,876,889.91
JUMLAH C.V
371,210,541.43
VI. PEKERJAAN SANITASI a. Lantai Basement 1 Kloset duduk lkp. Assesories type ex. Toto
unit
7.00
1,801,805.50
12,612,638.50
2 Jet washer
bh
7.00
281,833.75
1,972,836.25
3 Wastafel meja lkp. Assesories
unit
2.00
1,528,120.00
3,056,240.00
4 Urinoir lkp. Assesories
unit
6.00
1,767,095.00
10,602,570.00
5 Hand shower
unit
7.00
391,833.75
2,742,836.25
6 Partisi pembatas urinoir
unit
7.00
750,000.00
5,250,000.00
7 Kran dinding
bh
7.00
188,388.75
1,318,721.25
8 Floor drain
bh
8.00
207,033.75
1,656,270.00
9 Cermin lkp. Assesories
m2
1.00
350,000.00
350,000.00
unit
1.00
1,350,000.00
1,350,000.00
10 Pek. Meja Wastafel fin. Granit
JUMLAH C.VI.a
40,912,112.25
b. Lantai Dasar 1 Kloset duduk lkp. Assesories type ex. Toto
unit
7.00
1,801,805.50
12,612,638.50
2 Jet washer
bh
7.00
281,833.75
1,972,836.25
3 Wastafel meja lkp. Assesories
unit
2.00
1,528,120.00
3,056,240.00
4 Urinoir lkp. Assesories
unit
6.00
1,767,095.00
10,602,570.00
5 Hand shower
unit
7.00
391,833.75
2,742,836.25
6 Partisi pembatas urinoir
unit
7.00
750,000.00
5,250,000.00
7 Kran dinding
bh
7.00
188,388.75
1,318,721.25
8 Floor drain
bh
8.00
207,033.75
1,656,270.00
9 Cermin lkp. Assesories
m2
1.00
350,000.00
350,000.00
unit
1.00
10 Pek. Meja Wastafel fin. Granit
1,350,000.00 JUMLAH C.VI.b
1,350,000.00 40,912,112.25
c. Lantai Satu 1 Kloset duduk lkp. Assesories type ex. Toto
unit
7.00
1,801,805.50
12,612,638.50
2 Jet washer
bh
7.00
281,833.75
1,972,836.25
3 Wastafel meja lkp. Assesories
unit
2.00
1,528,120.00
3,056,240.00
4 Urinoir lkp. Assesories
unit
6.00
1,767,095.00
10,602,570.00
5 Hand shower
unit
7.00
391,833.75
2,742,836.25
6 Partisi pembatas urinoir
unit
7.00
750,000.00
5,250,000.00
7 Kran dinding
bh
7.00
188,388.75
1,318,721.25
8 Floor drain
bh
8.00
207,033.75
1,656,270.00
NO
URAIAN PEKERJAAN
SAT.
VOLUME
HARGA SATUAN
JUMLAH HARGA
a
b
c
d
e
f = (dxe)
9 Cermin lkp. Assesories 10 Pek. Meja Wastafel fin. Granit
m2
1.00
350,000.00
350,000.00
unit
1.00
1,350,000.00
1,350,000.00
JUMLAH C.VI.c
40,912,112.25
d. Lantai Dua 1 Kloset duduk lkp. Assesories type ex. Toto
unit
7.00
1,801,805.50
12,612,638.50
2 Jet washer
bh
7.00
281,833.75
1,972,836.25
3 Wastafel meja lkp. Assesories
unit
2.00
1,528,120.00
3,056,240.00
4 Urinoir lkp. Assesories
unit
6.00
1,767,095.00
10,602,570.00
5 Hand shower
unit
7.00
391,833.75
2,742,836.25
6 Partisi pembatas urinoir
unit
7.00
750,000.00
5,250,000.00
7 Kran dinding
bh
7.00
188,388.75
1,318,721.25
8 Floor drain
bh
8.00
207,033.75
1,656,270.00
9 Cermin lkp. Assesories
m2
1.00
350,000.00
350,000.00
unit
1.00
1,350,000.00
1,350,000.00
10 Pek. Meja Wastafel fin. Granit
JUMLAH C.VI.d
40,912,112.25
e. Lantai Tiga 1 Kloset duduk lkp. Assesories type ex. Toto
unit
7.00
1,801,805.50
12,612,638.50
2 Jet washer
bh
7.00
281,833.75
1,972,836.25
3 Wastafel meja lkp. Assesories
unit
2.00
1,528,120.00
3,056,240.00
4 Urinoir lkp. Assesories
unit
6.00
1,767,095.00
10,602,570.00
5 Hand shower
unit
7.00
391,833.75
2,742,836.25
6 Partisi pembatas urinoir
unit
7.00
750,000.00
5,250,000.00
7 Kran dinding
bh
7.00
188,388.75
1,318,721.25
8 Floor drain
bh
8.00
207,033.75
1,656,270.00
9 Cermin lkp. Assesories
m2
1.00
350,000.00
350,000.00
unit
1.00
1,350,000.00
1,350,000.00
10 Pek. Meja Wastafel fin. Granit
JUMLAH C.VI.e
40,912,112.25
f. Lantai Empat 1 Kloset duduk lkp. Assesories type ex. Toto
unit
2.00
1,801,805.50
3,603,611.00
2 Jet washer
bh
2.00
281,833.75
563,667.50
3 Wastafel meja lkp. Assesories
unit
-
1,528,120.00
0.00
4 Urinoir lkp. Assesories
unit
-
1,767,095.00
0.00
5 Hand shower
unit
2.00
391,833.75
783,667.50
6 Partisi pembatas urinoir
unit
-
750,000.00
0.00
7 Kran dinding
bh
6.00
188,388.75
1,130,332.50
8 Floor drain
bh
3.00
207,033.75
621,101.25
m2
1.00
350,000.00
350,000.00
10 Pek. Meja Wastafel fin. Granit
9 Cermin lkp. Assesories
unit
1.00
1,350,000.00
1,350,000.00
11 Pek. Meja beton Pantry & finishing keramik
unit
1.00
2,500,000.00
2,500,000.00
12 Pek. Kitchen zink stainless steel 1 lobang
unit
1.00
750,000.00
750,000.00
JUMLAH C.VI.f
11,652,379.75
JUMLAH C.VI
216,212,941.00
RENCANA ANGGARAN BIAYA (RAB) D. PEKERJAAN MEKANIKAL & ELEKTRIKAL NO.
VOL
SAT
PEK.
PEK.
c.
d.
URAIAN PEKERJAAN b.
a. D.
PEKERJAAN MEKANIKAL DAN ELEKTRIKAL
I. 1
BIAYA PENYAMBUNGAN DAYA PLN
2
Instalasi,Testing & Commissioning
II.
PEKERJAAN ELEKTRIKAL
1
PEKERJAAN TEGANGAN MENENGAH
Biaya Penyambungan ( BP )
240.00
kVA
1.00
ls
135.00
m'
15.00
m'
1.00
unit
1.00
unit
pengadaan,pemasangan dan pengujian seluruh pekerjaan kabel distribusi tegangan menengah lengkap dengan komponen panel dan accessories lainnya sesuai gambar dan specifikasi teknis 1
Kabel dari gardu PLN ke MV - MDP -E N2XSEBY 3 X 150 mm² Kabel dari MV-MDP-E ke
2
sisi primer trafo : N2xSY 3(1x50mm2)
3
PEKERJAAN PANEL TEGANGAN MENENGAH Icoming Load Break switch cubicle, Type IS (SF6- LBS) * SF6 - Load Break switch 630A * 2 Heater 50w 220 VAC , 50W
4
Outgoing Type PGC (SF6-CB) * 3 buah ST's * 1 buah O/C + EF relay type MICOM P 124S * 1 buah heater 220VAC , 50W * 1 buahShunt Trip 220 VAC
5
Instalasi Pembumian
1.00
ls
6
Testing dan commisioning
1.00
ls
7
Material bantu
1.00
ls
2
PEKERJAAN TRANSFORMATOR Pengadaan,pemasangan dan pengujian seluruh pekerjaan transformator 20 KV/380V-220V,50 Hz lengkap dengan accessories lainnya sesuai gambarrencana dan spesifikasi
1
Transformator 20 KV/380V-220V/50 Hz Kav. 315KVA
1.00
unit
2
Instalasi pembumian
1.00
ls
3
Testing commisioning
1.00
ls
4
Material bantu
1.00
ls
III.
PEKERJAAN TEGANGAN RENDAH
1
PANEL TEGANGAN RENDAH Pengadaan,pemasangan dan pengujian seluruh panel
tegangan rendah lengkap dengan berbagai jenis CB, peralatan intrumen,relay-relay panel lengkap dengan accessories lainnya sesuai gambar rencana dan spesifikasi teknis 1
( LVMDP ) PHB UTR - 4 + ATS + capacitor bank
1.00
unit
2
Panel kontrol Genset (PKG) + AMF
1.00
unit
3
Panel SDP
1.00
unit
4
Panel Penerangan Lantai Basement (PP/LP-B)
1.00
unit
5
Panel Penerangan Lantai Dasar (PP/LP-D)
1.00
unit
6
Panel Penerangan Lantai satu (PP/LP-1)
1.00
unit
7
Panel Penerangan Lantai Dua (PP/LP-2)
1.00
unit
8
Panel Penerangan Lantai Tiga (PP/LP-3)
1.00
unit
9
Panel Penerangan Lantai Food Court (PP/LP-FC)
1.00
unit
10
Panel Penerangan Penerangan Building Sign
1.00
unit
11
Panel Penerangan Penerangan Luar (LP-PL)
1.00
unit
12
Panel Distribusi AC Lantai i Basemen (PP AC-B)
1.00
unit
13
Panel Distribusi AC Lantai Dasar(PP AC D)
1.00
unit
14
Panel Distribusi AC Lantai Satu(PP AC 1)
1.00
unit
15
Panel Distribusi AC Lantai Dua (PP AC 2)
1.00
unit
16
Panel Distribusi AC Lantai Tiga (PP AC 3)
1.00
unit
17
Panel Distribusi AC Lantai FC (PP AC FC)
1.00
unit
18
Panel Pompa Transfer Air bersih (PP AB)
1.00
unit
19
Panel Distribusi Pompa Boster (PP-PB)
1.00
unit
20
Panel Distribusi Pompa Hidran (PP-FH)
1.00
unit
21
Panel Pompa Deep Well (PP-DW)
1.00
unit
2
KABEL DISTRIBUSI TEGANGAN RENDAH Pengadaan,pemasangan dan pengujian seluruh pekerjaaan kabel distribusi tegangan rendah lengkap dengan pe lindung kabel,junction box,penyambungan,klem, sepatu kabel dan assesories lainya sesua gambar
1
Kabel dari Trafo ke LVMDP
: NYY 2x( 4 x 70 mm²)
60.00
m'
2
Kabel dari Genset ke LVMDP
: NYY 2x( 4 x 70 mm²)
30.00
m'
3
Kabel dari LVMDP ke SDP
: NYFGBY 2x( 4 x 185 mm²)
18.90
m'
Kabel dari LVMDP ke PP-DW
: NYFGBY ( 4 x 4 mm²)
80.00
m'
Kabel dari LVMDP ke PP-FH
: FRC 4 X 1 x 25 mm²
21.90
m'
Kabel dari LVMDP ke PP-AB
: NYY 4 x 6 mm²
20.00
m'
Kabel dari LVMDP ke LF
: FRC 4 X 1 x 6 mm²
30.00
m'
Kabel dari SDP ke PP/LP-B
: NYY 4 x 4 mm²
12.00
m'
Kabel dari SDP ke PP/LP-D
: NYY 4 x 6 mm²
20.00
m'
Kabel dari SDP ke PP/LP-1
: NYY 4 x 6 mm²
24.00
m'
Kabel dari SDP ke PP/LP-2
: NYY 4 x 10 mm²
28.00
m'
Kabel dari SDP ke PP/LP-3
: NYY 4 x 10 mm²
32.00
m'
Kabel dari SDP ke PP/LP-FC
: NYY 4 x 4 mm²
36.00
m'
Kabel dari SDP ke PP-BOSTER
: NYY 4 x 6 mm²
40.00
m'
4
Kabel dari SDP ke LP-PL
: NYY 4 x 10 mm²
20.00
m'
Kabel dari SDP ke PP-AC B
: NYY 4 x 6 mm²
12.00
m'
Kabel dari SDP ke PP-AC D
: NYY 4 x 25 mm²
10.00
m'
Kabel dari SDP ke PP-AC 1
: NYY 4 x 35 mm²
14.00
m'
Kabel dari SDP ke PP-AC 2
: NYY 4 x 6 mm²
18.00
m'
Kabel dari SDP ke PP-AC 3
: NYY 4 x 6 mm²
22.00
m'
Kabel dari SDP ke PP-AC FC
: NYY 4 x 4 mm²
25.00
m'
3
INSTALASI PEMBUMIAN TEGANGAN RENDAH
1
BC 6 mm²
127.00
m'
2
BC 95 mm²
32.00
m'
3
Batang Pentanahan (Ground Rod)
12.00
bh
4
Matrial Bantu/ Tes Comisioning
1.00
ls
4
PEK. INSTALASI PENERANGAN, FIXTURES & STOP KONTAK Pengadaan, Pemasangan dan pengujian seluruh pekerjaan penerangan dan stop kontak lengkap dengan berbagai jenis lampu dan Armatur berbagai jenis stop kontak conduit, juncetion box klem penyambungan isolasi dan Accesoris lainnya sesuai gambar rencana dan spesifikasi teknis.
a.
LANTAI BASEMENT
1
TKO 1 x 36 W
4.00
bh
2
TKO 2 x 36 W
57.00
bh
3
Down Light w/ - PLC 1 x 18 W
4.00
bh
4
TKO 1 x 36 W w/ battery
1.00
bh
5
TKO 2 x 36 W w/ battery
2.00
bh
6
Emergency Exit Lamp w/ Battery
1.00
bh
7
- Sklar Tunggal 10 A
2.00
bh
8
- Sklar Ganda 10 A
6.00
bh
9
- Sklar Hotel 10 A
1.00
bh
10
- Stop Kontak 10 A
5.00
bh
11
- Instalasi Penerangan kabel 3 x 2,5mm² w/ Conduit 20 mm
78.00
titik
12
- Instalasi Stop Kontak kabel 3 x 2,5 mm² + Conduit 20 mm
5.00
titik
13
- Matrial Bantu
1.00
ls
b.
LANTAI DASAR
1
RMI Mirror 1 x 36 W
4.00
bh
2
RMI Mirror 2 x 36 W
35.00
bh
3
Down Light w/ - PLC 1 x 14 W
62.00
bh
4
RMI 1 x 36 W w/ battery
2.00
bh
5
Baret 20 W w/ battery
2.00
bh
6
Emergency Exit Lamp w/ Battery
1.00
bh
7
- Sklar Tunggal 10 A
1.00
bh
8
- Sklar Ganda 10 A
17.00
bh
9
- Sklar Hotel 10 A
2.00
bh
10
- Stop Kontak 10 A
40.00
bh
JUMLAH D.III.4.a
11
- Stop Kontak AC 16 A
10.00
bh
12 13
- Instalasi Penerangan kabel 3 x 2,5mm² w/ Conduit 20 mm
126.00
titik
- Instalasi Stop Kontak kabel 3 x 2,5 mm² + Conduit 20 mm
50.00
titik
14
- Matrial Bantu
1.00
ls JUMLAH D.III.4.b
c.
LANTAI SATU
1
RMI Mirror 1 x 36 W
4.00
bh
2
RMI Mirror 2 x 36 W
35.00
bh
3
Down Light w/ - PLC 1 x 14 W
62.00
bh
4
RMI 1 x 36 W w/ battery
2.00
bh
5
Baret 20 W w/ battery
2.00
bh
6
Emergency Exit Lamp w/ Battery
7
- Sklar Tunggal 10 A
8
- Sklar Ganda 10 A
1.00
bh
17.00
bh
1.00
bh
9
- Sklar Hotel 10 A
2.00
bh
10
- Stop Kontak 10 A
42.00
bh
11
- Stop Kontak AC 16 A
10.00
bh
12
- Instalasi Penerangan kabel 3 x 2,5mm² w/ Conduit 20 mm
126.00
titik
13
- Instalasi Stop Kontak kabel 3 x 2,5 mm² + Conduit 20 mm
52.00
titik
14
- Matrial Bantu
1.00
ls
d.
LANTAI DUA
1
RMI Mirror 1 x 36 W
4.00
bh
2
RMI Mirror 2 x 36 W
42.00
bh
3
Down Light w/ - PLC 1 x 14 W
49.00
bh
4
RMI 1 x 36 W w/ battery
1.00
bh
5
Baret 20 W w/ battery
2.00
bh
6
Emergency Exit Lamp w/ Battery
7
- Sklar Tunggal 10 A
8 9
JUMLAH D.III.4.c
1.00
bh
17.00
bh
- Sklar Ganda 10 A
1.00
bh
- Sklar Hotel 10 A
2.00
bh
10
- Stop Kontak 10 A
48.00
bh
11
- Stop Kontak AC 16 A
8.00
bh
12
- Instalasi Penerangan kabel 3 x 2,5mm² w/ Conduit 20 mm
119.00
titik
13
- Instalasi Stop Kontak kabel 3 x 2,5 mm² + Conduit 20 mm
56.00
titik
14
- Matrial Bantu
1.00
ls JUMLAH D.III.4.d
e.
LANTAI TIGA
1
RMI Mirror 1 x 36 W
4.00
bh
2
RMI Mirror 2 x 36 W
42.00
bh
3
Down Light w/ - PLC 1 x 14 W
49.00
bh
4
RMI 1 x 36 W w/ battery
1.00
bh
5
Baret 20 W w/ battery
2.00
bh
6
Emergency Exit Lamp w/ Battery
1.00
bh
7
- Sklar Tunggal 10 A
17.00
bh
8
- Sklar Ganda 10 A
1.00
bh
9
- Sklar Hotel 10 A
2.00
bh
10
- Stop Kontak 10 A
48.00
bh
11
- Stop Kontak AC 16 A
10.00
bh
12
- Instalasi Penerangan kabel 3 x 2,5mm² w/ Conduit 20 mm
119.00
titik
13
- Instalasi Stop Kontak kabel 3 x 2,5 mm² + Conduit 20 mm
58.00
titik
14
- Matrial Bantu
1.00
ls JUMLAH D.III.4.e
f.
LANTAI FOOD CUORT
1
RMI Mirror 1 x 36 W
10.00
bh
2
RMI Mirror 2 x 36 W
10.00
bh
3
Down Light w/ - PLC 1 x 14 W
37.00
bh
4
RMI 1 x 36 W w/ battery
1.00
bh
5
Baret 20 W w/ battery
6
- Sklar Tunggal 10 A
7
1.00
bh
17.00
bh
- Sklar Ganda 10 A
1.00
bh
8
- Sklar Hotel 10 A
2.00
bh
9
- Stop Kontak 10 A
6.00
bh
10
- Instalasi Penerangan kabel 3 x 2,5mm² w/ Conduit 20 mm
59.00
titik
11
- Instalasi Stop Kontak kabel 3 x 2,5 mm² + Conduit 20 mm
6.00
titik
12
- Matrial Bantu
1.00
ls JUMLAH D.III.4.f
g.
LAMPU PENERANGAN JALAN
1
- Lampu Taman Bulat PL 25 W
2
- Tiang Lampu panjang
3
- Instalasi Penerangan Jalan kabel NYY 4 x 4 mm²
4
- Instalasi Penerangan kabel 3 x 2,5mm² + pvc 20 mm
8.00
bh
2.00
bh
60.00
m'
8.00
titik JUMLAH D.III.4.g
IV. PEKERJAAN PENANGKAL PETIR Pengadaan, Pemasangan dan pengujian seluruh pekerjaan Penangkal petir lengkap dengan air terminal system non radio aktif bak kontrol teknis elektroda pembumian, kabel pembumian conduit klem dan Accesoris lainnya sesuai gambar rencana dan spesifikasi teknis. 1
- E.F * Lightning Protection w/ stand pipe, tinggi 2 m
2
- E.F * HV Lightning Carrier (Coaxial Cable)
30.00
m'
3
- Connecting Sleeve
1.00
bh
4
- E.F* Lightning Counter Stroke
1.00
bh
5
- Earth Steel Copper Rod 5/8"
12.00
m'
6
- Earth Rod Coupling
8.00
bh
7
- Earth Clamp
1.00
bh
8
- Driving Tip
1.00
bh
9
- Driving Stud
1.00
bh
V.
PEKERJAAN SYSTEM TELEPON
1.
Peralatan Utama Pengadaan pemasangan dan pengujian seluruh
1.00
unit
peralatan utama Telepon lengkap dengan Main Box dan assesories lainya sesuai gambar rencana dan spesifikasi teknis 1
PABX SYSTEM
1.00
unit
1.00
unit
80.94
m'
15.00
m'
Kapasitas : 10 Line / 100 Extention Expandable lengkap VOIP Gateway card, Power supply w/ Battery Nicad & 1 Buah Pesawat Telp Digital w/ Display 2
Panel MDF 100 pairs
3
Instalasi dari Rumah Kabel s/d MDF ; ( Jelly Armoured Cable 50 x 2 x 0,8 mm ) + Sparing PVC 4" + Galian
4
Kabel dari MDF - PABX ke : - SDF - 3 : ITC 50 X 2 pair x 0,6 mm²
2.
Instalasi Telepon
a.
LANTAI BASEMENT
1
- TB 1 10 Extention
1.00
unit
2
- Instalasi Telepon
6.00
titik
3
- Outlet telepon
6.00
bh
4
- Kabel dai MDF ke TB 1- 20(4 x 0,6 mm)
20.00
m'
5
- Matrial Bantu
1.00
ls JUMLAH D.V.2.a
b.
LANTAI DASAR
1
- TB 1 30 Extention
1.00
unit
2
- Instalasi Telepon
16.00
titik
3
- Outlet telepon
16.00
bh
4
- Kabel dai MDF ke TB 1- 20(4 x 0,6 mm)
15.00
m'
5
- Matrial Bantu
1.00
ls JUMLAH D.V.2.b
c.
LANTAI SATU
1
- TB 1 20 Extention
1.00
unit
2
- Instalasi Telepon
11.00
titik
3
- Outlet telepon
11.00
bh
4
- Kabel dai MDF ke TB 1- 20(4 x 0,6 mm)
20.00
m'
5
- Matrial Bantu
1.00
ls JUMLAH D.V.2.c
d.
LANTAI EMPAT
1
- TB 1 20 Extention
1.00
unit
2
- Instalasi Telepon
11.00
titik
3
- Outlet telepon
11.00
bh
4
- Kabel dai MDF ke TB 1- 20(4 x 0,6 mm)
20.00
m'
5
- Matrial Bantu
1.00
ls JUMLAH D.V.2.c
3.
CABLE TRAY
1
- Cable Tray 100 x 400 mm
50.00
m'
2
- Elbow (Radius) for Tray
10.00
bh
3
- PVC Under Floor Duct 3 x ( 50 x 25mm )
27.70
m'
4
- Vertical Access Box 250 X 200 X 50mm
4.00
bh
5
- Service Box 258 x 258 x 80 mm 3 Compartment
8.00
bh
6
- Matrial Bantu
1.00
ls
VI.
PEKERJAAN SPARING OUTLET DATA
1.
PERALATAN UTAMA
1
Main Server termasuk LCD Monitor 17"
1.00
unit
2
Modem (External)
1.00
bh
3
Swich Hub, 8 port
3.00
bh
4
Instalasi kabel data termasuk kabel ex UTP Cat 6, konduit,
20.00
m
5
Rack Peralatan
1.00
set
6
UPS, 1000 VA
1.00
unit
7
Material dan Peralatan bantu
1.00
ls
2.
LANTAI DASAR
1
Instalasi kabel data termasuk kabel ex UTP Cat 6, konduit,
12.00
titik
12.00
bh
1.00
ls
10.00
titik
10.00
bh
1.00
ls
10.00
titik
10.00
bh
1.00
ls
- Antenna Parabola, 10 Feet, lengkap Dudukan
1.00
unit
- Antenna PF Digital
2.00
unit
- LNB 4 way
4.00
bh
16.00
bh
T.does socket, klem dan accessories 2
Outlet Data RJ 45
3
Material dan Peralatan bantu
3.
LANTAI SATU
1
Instalasi kabel data termasuk kabel ex UTP Cat 6, konduit, T.does socket, klem dan accessories
2
Outlet Data RJ 45
3
Material dan Peralatan bantu
4
LANTAI EMPAT
1
Instalasi kabel data termasuk kabel ex UTP Cat 6, konduit, T.does socket, klem dan accessories
2
Outlet Data RJ 45
3
Material dan Peralatan bantu
VII. PEKERJAAN SYSTEM MATV 1.
PERALATAN UTAMA Pengadaan pemasangan dan pengujian seluruh peralatan utama MATV lengkap dengan Main Box dan assesories lainya sesuai gambar rencana dan spesifikasi teknis
- Channel Receiver
- Modulator 4 way
2.
16.00
bh
- Combiner, 16 Channel
1.00
unit
- Booster
5.00
unit
- Outlet TV
26.00
bh
- Spliter 4 way
13.00
bh
- Instalasi TV termasuk kabel Coaxial RG6, konduit uPVC
26.00
titik
1.00
ls
1.00
ls
2.00
unit
- LCD CCTV Monitor 17'
1.00
bh
- Harddisk seagate SATA 500 GB
2.00
unit
INSTALASI
High Impact, T-does, socket, klemp dan accessories. - Instalasi Feeder, kabel Coaxial RG 11 termasuk konduit uPVC High Impact, T-does, socket, klemp dan accessories. 3
TESTING COMMISIONING
VIII. PEKERJAAN SYSTEM CCTV 1.
PERALATAN UTAMA Pengadaan pemasangan dan pengujian seluruh peralatan utama CCTV lengkap dengan Main Box dan assesories lainya sesuai gambar rencana dan spesifikasi teknis - Digital Video Recording (DVR) 16 ch MPEG4 Network Backup USB Remote Control wc HDD
JUMLAH D.VIII.1 2.
LANTAI BASEMENT - 1/3" color Dome Camerawith lens f3.6mm 420 TVL 0.3 lux/F2.0
2.00
bh
- Instalasi CCTV Kabel RG 6/SA + Connector
1.00
titik
- Power Supplay unit, input 220 VAC output 24 VDC 750mA
1.00
bh JUMLAH D.VIII.2
3
LANTAI DASAR - 1/3" color Dome Camerawith lens f3.6mm 420 TVL 0.3 lux/F2.0
2.00
bh
- Instalasi CCTV Kabel RG 6/SA + Connector
1.00
titik
- Power Supplay unit, input 220 VAC output 24 VDC 750mA
1.00
bh JUMLAH D.VIII.3
4
LANTAI SATU - 1/3" color Dome Camerawith lens f3.6mm 420 TVL 0.3 lux/F2.0
4.00
bh
- Instalasi CCTV Kabel RG 6/SA + Connector
1.00
titik
- Power Supplay unit, input 220 VAC output 24 VDC 750mA
1.00
bh JUMLAH D.VIII.4
5
LANTAI DUA - 1/3" color Dome Camerawith lens f3.6mm 420 TVL 0.3 lux/F2.0
4.00
bh
- Instalasi CCTV Kabel RG 6/SA + Connector
1.00
titik
- Power Supplay unit, input 220 VAC output 24 VDC 750mA
1.00
bh JUMLAH D.VIII.5
6
LANTAI TIGA
- 1/3" color Dome Camerawith lens f3.6mm 420 TVL 0.3 lux/F2.0
4.00
bh
- Instalasi CCTV Kabel RG 6/SA + Connector
1.00
titik
- Power Supplay unit, input 220 VAC output 24 VDC 750mA
1.00
bh JUMLAH D.VIII.6
7
LANTAI EMPAT - 1/3" color Dome Camerawith lens f3.6mm 420 TVL 0.3 lux/F2.0
4.00
bh
- Instalasi CCTV Kabel RG 6/SA + Connector
1.00
titik
- Power Supplay unit, input 220 VAC output 24 VDC 750mA
1.00
bh JUMLAH D.VIII.6
IX. PEK. SYSTEM TATA SUARA Pengadaan pemasangan dan pengujian seluruh pekerjaan tata suara & car call system lengkap dengan assesories lainya sesuai dengan gambar spesifikasi teknis 1.
PERALATAN UTAMA
1
- System tata suara lengkap dengan :
2.
- Power Amplifier 240 Watt
1.00
bh
- Mixer Amplifier
1.00
bh
- Microfond
1.00
bh
- Tuner Radio AM - FM , DVD MP3 CD Player PLN DPDT
1.00
bh
- Cabinet Rack for Audio
1.00
bh
- Testing Commisioning
1.00
ls
6.00
bh
LANTAI BASEMENT - Celling Speker, Kap. 3 W - Volume Control - Instalasi Tata suara
3
- Volume Control - Instalasi Tata suara
- Volume Control - Instalasi Tata suara
bh
7.00
bh
43.00
titik
36.00
bh
7.00
bh
43.00
titik
32.00
bh
LANTAI DUA - Celling Speker, Kap. 3 W - Volume Control - Instalasi Tata suara
6
36.00
LANTAI SATU - Celling Speker, Kap. 3 W
5
bh titik
LANTAI DASAR - Celling Speker, Kap. 3 W
4
4.00 10.00
3.00
bh
35.00
titik
32.00
bh
3.00
bh
35.00
titik
LANTAI TIGA - Celling Speker, Kap. 3 W - Volume Control - Instalasi Tata suara
7
LANTAI EMPAT - Celling Speker, Kap. 3 W
32.00
- Volume Control - Instalasi Tata suara
X.
PEKERJAAN FIRE ALARM
1.
PERALATAN UTAMA
bh
3.00
bh
35.00
titik
1.00
unit
1.00
unit
3.00
unit
23.10
m'
Pengadaan pemasangan dan pengujian seluruh peralatan utama fire Alarm lengkap dengan main Box power suplay battery charger sirine announciator aktif hard telepon emergeancy dan assesories lainya sesuai gambar perencanaan dan spesifikasi teknis 1
- Master Control Fire Alarm( MCFA ), type Addressable lengkap battery, Power supply 220 volt, 1 ph, 50 Hz
2
- Announciator
2.
PEKERJAAN KABEL DISTRIBUSI Pengadaan kabel distribusi termasuk pemasangan di-site, terminasi, isolasi, grounding lengkap accessories.
1
- Terminal Box ( TB -FA.D & TB-2 ), kap 6 Pair Penarikan kabel distribusi dari MCFA ke :
2
- Terminal Box ( TB -FA.SB )
Kabel NYM 3 x 1.5 mm2
3
- Terminal Box ( TB -FA.D )
Kabel NYM 3 x 1.5 mm2
7.50
m'
4
- Terminal Box ( TB -FA.2 )
Kabel NYM 3 x 1.5 mm2
21.60
m'
3.
Instalasi Fire Alarm
a.
LANTAI SEMI BASEMENT
1
- Fixed Detector
3.00
bh
2
- ROR Detector
12.00
bh
3
- Smoke Detector
4.00
bh
4
- Break Glass Switch
1.00
bh
5
- Alarm Bell
1.00
bh
6
- Lampu Tanda
7
- Instalasi Detector
8
1.00
bh
19.00
titik
- Instalasi Break Glass Switch
1.00
titik
9
- Instalasi Alarm Bell
1.00
titik
10
- Instalasi Lampu Tanda
1.00
titik
11
- Fire Extingusher Carbon Dioxide Berat isi 3,2 kg
8.00
bh
12
- Box Fire Extingusher Carbon Dioxide Berat isi 3,2 kg
1.00
bh
13
- Matial Bantu
1.00
ls JUMLAH D.X.3.a
b.
LANTAI DASAR
1
- Fixed Detector
1.00
bh
2
- ROR Detector
23.00
bh
3
- Smoke Detector
14.00
bh
4 5
- Break Glass Switch
2.00
bh
- Alarm Bell
2.00
bh
6
- Lampu Tanda
7
- Instalasi Detector
8 9
2.00
bh
38.00
titik
- Instalasi Break Glass Switch
2.00
titik
- Instalasi Alarm Bell
2.00
titik
10
- Instalasi Lampu Tanda
2.00
titik
11
- Fire Extingusher Carbon Dioxide Berat isi 3,2 kg
8.00
bh
12
- Box Fire Extingusher Carbon Dioxide Berat isi 3,2 kg
2.00
bh
13
- Matial Bantu
1.00
ls
c.
LANTAI SATU
1
- Fixed Detector
1.00
bh
2
- ROR Detector
36.00
bh
3
- Smoke Detector
3.00
bh
4
- Break Glass Switch
2.00
bh
5
- Alarm Bell
2.00
bh
6
- Lampu Tanda
7
- Instalasi Detector
8 9 10
- Instalasi Lampu Tanda
11
- Fire Extingusher Carbon Dioxide Berat isi 3,2 kg
12 13
JUMLAH D.X.3.b
2.00
bh
39.00
titik
- Instalasi Break Glass Switch
2.00
titik
- Instalasi Alarm Bell
2.00
titik
2.00
titik
11.00
bh
- Box Fire Extingusher Carbon Dioxide Berat isi 3,2 kg
2.00
bh
- Matial Bantu
1.00
ls JUMLAH D.X.3.a
d.
LANTAI DUA
1
- Fixed Detector
1.00
bh
2
- ROR Detector
36.00
bh
3
- Smoke Detector
3.00
bh
4
- Break Glass Switch
2.00
bh
5
- Alarm Bell
2.00
bh
6
- Lampu Tanda
7
- Instalasi Detector
8 9
2.00
bh
39.00
titik
- Instalasi Break Glass Switch
2.00
titik
- Instalasi Alarm Bell
2.00
titik
10
- Instalasi Lampu Tanda
2.00
titik
11
- Fire Extingusher Carbon Dioxide Berat isi 3,2 kg
11.00
bh
12
- Box Fire Extingusher Carbon Dioxide Berat isi 3,2 kg
2.00
bh
13
- Matial Bantu
1.00
ls JUMLAH D.X.3.a
e.
LANTAI TIGA
1
- Fixed Detector
1.00
bh
2
- ROR Detector
36.00
bh
3
- Smoke Detector
3.00
bh
4
- Break Glass Switch
2.00
bh
5
- Alarm Bell
2.00
bh
6
- Lampu Tanda
7
- Instalasi Detector
8 9 10
- Instalasi Lampu Tanda
11
- Fire Extingusher Carbon Dioxide Berat isi 3,2 kg
12 13 f.
LANTAI EMPAT
1
- Fixed Detector
1.00
bh
2
- ROR Detector
36.00
bh
3
- Smoke Detector
3.00
bh
4
- Break Glass Switch
2.00
bh
5
- Alarm Bell
2.00
bh
6
- Lampu Tanda
7
- Instalasi Detector
8 9 10
- Instalasi Lampu Tanda
11
- Fire Extingusher Carbon Dioxide Berat isi 3,2 kg
12 13
2.00
bh
39.00
titik
- Instalasi Break Glass Switch
2.00
titik
- Instalasi Alarm Bell
2.00
titik
2.00
titik
11.00
bh
- Box Fire Extingusher Carbon Dioxide Berat isi 3,2 kg
2.00
bh
- Matial Bantu
1.00
ls JUMLAH D.X.3.a
2.00
bh
39.00
titik
- Instalasi Break Glass Switch
2.00
titik
- Instalasi Alarm Bell
2.00
titik
2.00
titik
11.00
bh
- Box Fire Extingusher Carbon Dioxide Berat isi 3,2 kg
2.00
bh
- Matial Bantu
1.00
ls JUMLAH D.X.3.a
XI. PEKERJAAN GENSET I.
PERALATAN UTAMA Pengadaan pemasangan dan pengujian seluruh peralatan utama Generator Set lengkap dengan Assesories lainnya sesuai gambar perencanaan dan spesifikasi teknis
1
Pekerjaan Generator Set (Genset) Model /Type
: Open
Generator
: Perkins
Prima Rating
: 210 kva
No. of Cylinder
: 6 " In Line
Voltage
: 220/380 volt
Frequency
: 50 Hz
Power Factor
: 0,8 pf
Phase
: 3 phase
Rated Speed
: 1500 RPM
Starting System
: Electric With battery
Cooling System
: Water Cooled With radiator
1.00
unit
1.00
unit
lengkap dengan Proteksi, Alat ukur, Panel AMF dan accessories Tangki hariana kapasiras 500 liter 2
- Pasang Tangki Bulanan kapasitas 15,000 liter
81,4 Liter x 0,8 x 24 Jam x 10 Hari = 15.000 Liter 3
- Pompa solar manual
1.00
unit
4
- Grounding System, bahan BC.120 mm²
1.00
Lot
5
- Testing dan Commisioning Beban Aktual
1.00
Ls
6
- Insulation Cool or Cosy
109.68
m2
7
- Rangka Holo
109.68
m2
2.00
Unit
1.00
Unit
XII. PEKERJAAN PENGKONDISIAN UDARA 1
AC dan Fan
1
Lantai Basement
1
Exhaust fan ( EF - B .1 - 2 ), kap. 6000 cfm Type : Axial Tekanan Statis : 0.2 inWG
2
Exhaust fan ( EF - B.3), Kap. 2000 cfm Type : Axial Tekanan Statis : 0.1 inWG
2
Lantai Dasar
1
AC Split , Wall mounted - Kap. 9.000 Btu/h
2.00
unit
- Kap. 12.000 Btu/h
6.00
unit
- Kap. 15.000 Btu/h
1.00
unit
2
AC Split , Cassette - Kap. 18.000 Btu/h
2.00
unit
3
Pekerjaan instalasi pipa Refrigern lengkap dengan solasi Insoplex /Superloan - Pipa dia 3/4" dan 3/8" - Pipa Air buangan (PVC) "AW" ¢ 15 - Kabel NYM 3 x 2,5 mm² + pvc 20mm
132.00
m'
33.00
btg
110.00
m'
- Alat Batu dan Tes Comusioning
1.00
ls
4
Exhaust fan ( EF)
2.00
Unit
3
Lantai Satu
1
AC Split , Wall mounted - Kap. 12.000 Btu/h
5.00
unit
AC Split , Cassette - Kap. 18.000 Btu/h
5.00
unit
120.00
m'
2
3
Pekerjaan instalasi pipa Refrigern lengkap dengan solasi Insoplex /Superloan - Pipa dia 3/4" dan 3/8" - Pipa Air buangan (PVC) "AW" ¢ 15
30.00
btg
100.00
m'
- Alat Batu dan Tes Comusioning
1.00
ls
Exhaust fan ( EF)
2.00
Unit
- Kabel NYM 3 x 2,5 mm² + pvc 20mm
4
Type : Axial Aliran Udara
: 1800 CFM
Tekanan Statis : 0.1 inWG 4
Lantai Dua
1
Exhaust fan ( EF)
2.00
Unit
1.00
ls
2.00
Unit
Type : Axial Aliran Udara
: 1800 CFM
Tekanan Statis : 0.1 inWG 2
Alat Batu dan Testing Commisioning
5
Lantai Tiga
1
Exhaust fan ( EF) Type : Axial Aliran Udara
: 1800 CFM
Tekanan Statis : 0.1 inWG 2
Alat Batu dan Testing Commisioning
1.00
ls
6 1
Lantai Empat AC Split , Wall mounted - Kap. 12.000 Btu/h
4.00
unit
2
Exhaust fan ( EF) Type : Axial Aliran Udara : 1800 CFM Tekanan Statis : 0.1 inWG
2.00
Unit
2
Alat Batu dan Testing Commisioning
1.00
ls
2 a. 1
INSTALASI DUCTING Lantai Basement Pekerjaan Instalasi Ducting lengkap dengan matrial bantu support/ hunger tanpa Isolasi 400 x 200 300 x 200 250 x 200 200 x 200 100 x 100
23.52 50.04 2.52 22.56 3.60
m' m' m' m' m'
2
SAD 250 X 250 mm RAG 600X 200 mm RAG 200X 200 mm
16.00 8.00 4.00
bh bh bh
b. 1
Lantai Dasar Pekerjaan Instalasi Ducting lengkap dengan matrial bantu support/ hunger tanpa Isolasi 250 x 200 200 x 200 100 x 100
JUMLAH D.XII.2.a
20.00 44.50 8.40
m' m' m'
RAG 320X 250 mm RAG 150X 150 mm
22.00 14.00
bh bh JUMLAH D.XII.2.b
c. 1
Lantai satu Pekerjaan Instalasi Ducting lengkap dengan matrial bantu support/ hunger tanpa Isolasi 250 x 200 200 x 200 100 x 100
2
RAG 320X 250 mm RAG 150X 150 mm
d. 1
Lantai Dua Pekerjaan Instalasi Ducting lengkap dengan matrial bantu support/ hunger tanpa Isolasi 250 x 200 200 x 200 100 x 100
113.52 27.50 6.40
m' m' m'
22.00 14.00
bh bh JUMLAH D.XII.2.c
2
RAG 320X 250 mm RAG 150X 150 mm
e. 1
Lantai Tiga Pekerjaan Instalasi Ducting lengkap dengan matrial bantu support/ hunger tanpa Isolasi 250 x 200 200 x 200 100 x 100
113.52 27.50 6.40
m' m' m'
22.00 14.00
bh bh JUMLAH D.XII.2.d
2
RAG 320X 250 mm RAG 150X 150 mm
113.52 27.50 6.40
m' m' m'
22.00 14.00
bh bh JUMLAH D.XII.2.e
f.
Lantai Empat
1
Pekerjaan Instalasi Ducting lengkap dengan matrial bantu support/ hunger tanpa Isolasi
2
250 x 200
113.52
m'
200 x 200
27.50
m'
100 x 100
6.40
m'
RAG 320X 250 mm
22.00
bh
RAG 150X 150 mm
14.00
bh JUMLAH D.XII.2.e
XIII. PEKERJAAN PLUMBING 1 PERALATAN UTAMA 1 Biaya Penyambungan PDAM 2
Deepwell Kap. : minimal 200 L/m Head : 120 m ( disesuaikan lapangan) Type : Vertical multi stage Putaran : 2900 rpm Fiting - fiting Matrial Bantu (lengkap Panel Kontrol) termasuk Perijinan, Pengetesan dan Pengeboran
1.00
lot
1.00
unit
3
Pompa transfer Capasity : 300 L/m T.Head : 33 m Type : End suction single stage Putaran : 1450 rpm Opration : Parallel Alternate Acceseries : - Isolation & non return valve - Inlet /outlet header (galvanized) - Baseframe ( galvasized) - Diafragma tank 100 liter - Panel control c/w pressure transmiltter
2.00
set
4
Packaged Pompa Booster Type : In - Line Vertical multi stage Capasity : 2 x 150 L/m T.Head : 25 m Motor 2 x(1,1 kw) x 380V x3 x 50Hz x 2900Rpm Opration : Parallel Alternate Acceseries : - Isolation & non return valve - Inlet /outlet header (galvanized) - Baseframe ( galvasized) - Diafragma tank 60 liter - Panel control c/w pressure transmiltter - VCD for two pumps mounted on panel
1.00
set
5
Pompa Sumpit Kapasitas 2x60 liter/menit Daya 1,2 Kw, 3 phasa, 50 hz.rpm 2900 Type submersible single vane impeler Panel Control & wlc
1.00
unit
6
Instalasi Pipa Riser Pipa air bersih GIP Medium class ¢ 80 ¢ 65 ¢ 50 Gate Valve dia 80 mm Gate Valve dia 65 mm Gate Valve dia 50 mm Fitting & Material Bantu
30.00 40.00 100.00 2.00 2.00 4.00 1.00
m' m' m' bh bh bh lot
1.00
bh
1.00 1.00
ls ls
6
Tangki Air Fibreglass + Separator lengkap Rangka Dudukan + pondasi Kapasitas total : 50 M3 Header + Accessories Fiting - fiting Matrial Bantu
JUMLAH D.XIII.1 2. a.
INSTALASI PIPA AIR BERSIH Instalasi Lantai Basement Pipa air bersih PPR, PN 10 ¢ 40 ¢ 32 ¢ 25 ¢ 20 ¢ 15 Gate Valve dia 40 mm
8.00 8.00 8.00 30.00 30.00 2.00
m' m' m' m' m' bh
Fiting - fiting Matrial Bantu
1.00
ls JUMLAH D.XIII.2.a
b.
Instalasi Lantai Dasar Pipa air bersih PPR, PN 10 ¢ 40 ¢ 32 ¢ 25 ¢ 20 ¢ 15 Gate Valve dia 40 mm Fiting - fiting Matrial Bantu
8.00 8.00 8.00 35.00 30.00 2.00 1.00
m' m' m' m' m' bh ls JUMLAH D.XIII.2.b
c.
Instalasi Lantai Satu Pipa air bersih PPR, PN 10 ¢ 40 ¢ 32 ¢ 25 ¢ 20 ¢ 15 Gate Valve dia 40 mm Fiting - fiting Matrial Bantu
8.00 8.00 8.00 30.00 30.00 2.00 1.00
m' m' m' m' m' bh ls JUMLAH D.XIII.2.c
d.
Instalasi Lantai Dua Pipa air bersih PPR, PN 10 ¢ 40 ¢ 32 ¢ 25 ¢ 20 ¢ 15 Gate Valve dia 40 mm Fiting - fiting Matrial Bantu
8.00 8.00 8.00 30.00 30.00 2.00 1.00
m' m' m' m' m' bh ls JUMLAH D.XIII.2.d
e.
Instalasi Lantai Tiga Pipa air bersih PPR, PN 10 ¢ 40 ¢ 32 ¢ 25 ¢ 20 ¢ 15 Gate Valve dia 40 mm Fiting - fiting Matrial Bantu
8.00 8.00 8.00 30.00 30.00 2.00 1.00
m' m' m' m' m' bh ls JUMLAH D.XIII.2.e
f.
Instalasi Lantai Food Court Pipa air bersih PPR, PN 10 ¢ 32 ¢ 25 ¢ 20 ¢ 15 Gate Valve dia 32mm Fiting - fiting Matrial Bantu
20.00 8.00 20.00 30.00 1.00 1.00
m' m' m' m' bh ls JUMLAH D.XIII.2.f
3. 1
INSTALASI AIR KOTOR, AIR BEKAS & AIR HUJAN SEPTICTANK Kap. 15 M3 Bio Septictank dengan contact aeration system
2
INSTALASI PIPA RISER - Pipa Air kotor & Bekas (PVC class AW), dia 100 mm
1.00
bh
44.00
m'
-
Pipa Air kotor & Bekas (PVC class AW), dia 80 mm Pipa Vent Air kotor (PVC class D), dia 50 mm Pipa Air Hujan (PVC class D), dia 100 mm Fiting - fiting Matrial Bantu
44.00 48.00 220.00 1.00
m' m' m' lot JUMLAH D.XIII.3
3 a.
INSTALASI PIPA PER-LANTAI Lantai - Basement - Pipa Air Kotor & Bekas( PVC ) "AW" ¢ 100 ¢ 65 ¢ 50 - Accessories Clean Out ¢ 100 Clean Out ¢ 65 Clean Out ¢ 50 Floor drain ¢ 50 Pipa vent ( PVC ) "D" ¢ 50 Fitting & Material Bantu
23.00 28.00 18.00
m' m' m'
4.00 3.00 2.00 7.00
bh bh bh bh
12.00 1.00
m' ls JUMLAH D.XIII.3.3.a
b
c
Lantai - Dasar - Pipa Air Kotor & Bekas( PVC ) "AW" ¢ 100 ¢ 80 ¢ 65 ¢ 50 - Accessories Clean Out ¢ 100 Clean Out ¢ 80 Clean Out ¢ 65 Clean Out ¢ 50 Floor drain ¢ 50 Pipa vent ( PVC ) "D" ¢ 50 Fitting & Material Bantu Lantai - Satu - Pipa Air Kotor & Bekas( PVC ) "AW" ¢ 100 ¢ 80 ¢ 65 ¢ 50 - Accessories Clean Out ¢ 100 Clean Out ¢ 80 Clean Out ¢ 65 Clean Out ¢ 50 Floor drain ¢ 50 Pipa vent ( PVC ) "D" ¢ 50 Fitting & Material Bantu
45.00 8.00 28.00 28.00
m' m' m' m'
4.00 1.00 2.00 2.00 7.00
bh bh bh bh bh
12.00 1.00
m' ls JUMLAH D.XIII.3.3.b
45.00 8.00 28.00 28.00
m' m' m' m'
4.00 1.00 2.00 2.00 7.00
bh bh bh bh bh
12.00 1.00
m' ls JUMLAH D.XIII.3.3.c
d
Lantai - Dua - Pipa Air Kotor & Bekas( PVC ) "AW" ¢ 100 ¢ 80 ¢ 65 ¢ 50
45.00 8.00 28.00 28.00
m' m' m' m'
- Accessories Clean Out ¢ 100 Clean Out ¢ 80 Clean Out ¢ 65 Clean Out ¢ 50 Floor drain ¢ 50 Pipa vent ( PVC ) "D" ¢ 50 Fitting & Material Bantu e
Lantai - Tiga - Pipa Air Kotor & Bekas( PVC ) "AW" ¢ 100 ¢ 80 ¢ 65 ¢ 50 - Accessories Clean Out ¢ 100 Clean Out ¢ 80 Clean Out ¢ 65 Clean Out ¢ 50 Floor drain ¢ 50 Pipa vent ( PVC ) "D" ¢ 50 Fitting & Material Bantu
4.00 1.00 2.00 2.00 7.00
bh bh bh bh bh
12.00 1.00
m' ls JUMLAH D.XIII.3.3.d
45.00 8.00 28.00 28.00
m' m' m' m'
4.00 1.00 2.00 2.00 7.00
bh bh bh bh bh
12.00 1.00
m' ls JUMLAH D.XIII.3.3.e
f
Lantai - Food Court Pipa Air Kotor & Bekas( PVC ) "AW" ¢ 100 ¢ 80 ¢ 50 Fitting & Material Bantu - Accessories Clean Out ¢ 100 Clean Out ¢ 80 Clean Out ¢ 65 Floor drain ¢ 50 Pipa vent ( PVC ) "D" ¢ 50 Fitting & Material Bantu
50.40 8.00 12.00 1.00
m' m' m' ls
2.00 1.00 2.00 6.00
bh bh bh bh
12.00 1.00
m' ls JUMLAH D.XIII.3.3.f
g
4.
Lantai - Atap Roof Drain (RD), dia. 100 mm Fitting dan Material Bantu PEKERJAAN RESAPAN AIR HUJAN KAP. 4 M3 Resapan air Hujan Kap : 6 m3 Bak Kontrol 60 x 60cm Kap : 6 m3 Pipa Air Kotor & Bekas( PVC ) "AW" ¢ 100 Galian dan Urugan Pipa
11.00 1.00
bh lot JUMLAH D.XIII.3.3.g
4.00
unit
4.00
unit
68.52 1.00
m' ls JUMLAH D.XIII.4
XIV. PEKERJAAN PEMADAM KEBAKARAN 1 PERALATAN UTAMA
a.
DIESEL ENGINE FIRE PUMP Type : Centrifugal End Suction Kapasitas : 750 GPM Head : 70 m Complete With - Control Panel NFPA 20 Standard - Base Plate Copling & Guard - Accessories - Suction & Discharge gauge - Battery & Charger - Silincer - Fuel Tank - Main Relief Valve - Flow Meter
1.00
unit
b.
ELECTRIC FIRE PUMP Type : Centrifugal End Suction Kapasitas : 750 GPM Head : 70 m Complete With - Control Panel NFPA 20 Standard Electrik Motor factory choice - Base Plate Copling & Guard - Accessories
1.00
unit
c.
POMPA JOCKEY Type : Vertical Multi Stage Kapasitas : 25 GPM Head : 75 m Complete With - Control Panel NFPA 20 Standard - Accessories - Suction & Discharge gauge
JUMLAH D.XIV.1.a
JUMLAH D.XIV.1.b 1.00
unit
JUMLAH D.XIV.1.c d.
TANGKI SOLAR Kabel FRC 4 x 1 x 25 mm² + PVC 50mm Kabel FRC 4 x 1 x 4 mm² + PVC 50mm Tangki Solar
6.00 6.00 1.00
m' m' unit JUMLAH D.XIV.1.d
e.
Accessories - Pipa Black steel Sch 40 dia 65 mm - Pipa Black steel Sch 40 dia 100 mm - Pipa Black steel Sch 40 dia 150 mm - Pipa Header dia 200 mm L = 4 m - Gate Valve dia 150 mm - Gate Valve dia 100 mm - Gate Valve dia 65 mm - Check Valve dia 100 mm - Check Valve dia 65 mm - Strainer dia 100 mm - Flow meter dia 100mm - Reduser 150 x 100 mm - Pressure Switch - Pressure Gauge - Strainer dia 40mm - Fleksibel conection dia 40mm - Fleksibel conection dia 100mm - Fleksibel conection dia 150mm
12.00 30.00 20.00 1.00 4.00 2.00 3.00 2.00 1.00 3.00 1.00 1.00 3.00 3.00 1.00 2.00 2.00 4.00
m' m' m' ls buah buah buah buah buah buah buah buah buah buah buah buah buah buah
-
Horn Buzzer Diapraghma Tank, kap. 500 liter Safety Relief valve Alarm Check valve Check valve, dia. 150 mm Check valve, dia. 100 mm Check valve, dia. 40 mm Foot valve, dia. 40 mm Fiting - fiting dan Matrial bantu Testing Commisioning
1.00 1.00 1.00 1.00 2.00 2.00 1.00 1.00 1.00 1.00
buah buah buah buah buah buah buah buah ls ls JUMLAH D.XIV.1.e
2. 1 2 3 4
INSTALASI PIPA RISER - Pipa Black steel Sch 40 dia 100 mm - Fiting - fiting Matrial Bantu - Gate Valve dia 100 mm - Automatic air vent dia 25 mm
3. a. 1 2 3
INSTALASI PIPA HYDRANT Lantai Semi Basemen dan site plan - Pipa Black steel Sch 40 dia 65 mm - Pipa Black steel Sch 40 dia 100 mm - Indoor Hydrant Box Unit ( IHB ) Type A2 (pakai Kaca) Lengkap dgn 1 rol selang nozzle, hose, valve, accessories,dll - Hydrant Pillar (HP), Two way type two ways - Outdoor Hydrant Box Unit ( IHB ) Type C Lengkap dgn 1 rol selang 2,5" 30 m' nozzle, accessories,dll - Siamesse Conection - Gate Valve dia 100 mm - Gate Valve dia 65 mm Fire Extinguisher, Dry Chemical Class ABC, kap. 3 kg lengkap dgn Box & Bracket - Fiting - fiting Matrial Bantu
80.00 1.00 12.00 2.00
m' lot bh bh JUMLAH D.XIV.2
4 5 6 7 8 9 10
12.00 118.80 1.00
m' m' set
1.00 1.00
set set
1.00 1.00 2.00 6.00
buah bh bh bh
1.00
ls JUMLAH D.XIV.3.a
b. 1 2 3 4 5
Lantai Dasar - Pipa Black steel Sch 40 dia 65 mm - Gate Valve dia 65 mm - Indoor Hydrant Box Unit ( IHB ) Type A2 Lengkap dgn 1 rol selang nozzle, hose, valve, accessories,dll Fire Extinguisher, Dry Chemical Class ABC, kap. 3 kg lengkap dgn Box & Bracket - Fiting - fiting Matrial Bantu
12.00 1.00 2.00
m' bh set
5.00
bh
1.00
ls JUMLAH D.XIV.3.b
c. 1 2 3 4 5
Lantai Satu - Pipa Black steel Sch 40 dia 65 mm - Gate Valve dia 65 mm - Indoor Hydrant Box Unit ( IHB ) Type A2 Lengkap dgn 1 rol selang nozzle, hose, valve, accessories,dll Fire Extinguisher, Dry Chemical Class ABC, kap. 3 kg lengkap dgn Box & Bracket - Fiting - fiting Matrial Bantu
12.00 1.00 2.00
m' set
5.00
bh
1.00
ls JUMLAH D.XIV.3.c
d. 1 2 3 4
Lantai Dua - Pipa Black steel Sch 40 dia 65 mm - Gate Valve dia 65 mm - Indoor Hydrant Box Unit ( IHB ) Type A2 Lengkap dgn 1 rol selang nozzle, hose, valve, accessories,dll Fire Extinguisher, Dry Chemical Class ABC, kap. 3 kg lengkap dgn Box & Bracket
12.00 1.00 2.00
m' bh set
5.00
bh
5
- Fiting - fiting Matrial Bantu
e. 1 2 3
Lantai Tiga - Pipa Black steel Sch 40 dia 65 mm - Gate Valve dia 65 mm - Indoor Hydrant Box Unit ( IHB ) Type A2 Lengkap dgn 1 rol selang nozzle, hose, valve, accessories,dll Fire Extinguisher, Dry Chemical Class ABC, kap. 3 kg lengkap dgn Box & Bracket - Fiting - fiting Matrial Bantu
1.00
ls JUMLAH D.XIV.3.d
4 5
12.00 1.00 2.00
m' bh set
5.00
bh
1.00
ls JUMLAH D.XIV.3.e
f. 1 2 3 4 5
Lantai Food court - Pipa Black steel Sch 40 dia 65 mm - Gate Valve dia 65 mm - Indoor Hydrant Box Unit ( IHB ) Type A2 Lengkap dgn 1 rol selang nozzle, hose, valve, accessories,dll Fire Extinguisher, Dry Chemical Class ABC, kap. 4.5 kg lengkap dgn Box & Bracket - Fiting - fiting Matrial Bantu
12.00 1.00 2.00
m' bh set
3.00
bh
1.00
ls JUMLAH D.XIV.3.f
4 a. 1
2 3 4 5 6 7 8 9 10
INSTALASI PIPA SPRINKLER Lantai Semi Basemen dan site plan Pipa Black steel Sch 40 : - dia 25 mm - dia 32 mm - dia 40 mm - dia 50 mm - dia 65 mm - dia 80 mm Head Sprinkler Indicating Valve, dia. 100 mm Plat Orifis : - dia. 100 mm - dia/ 50 mm Test Valve, dia. 50 mm Drain Valve, dia. 50 mm Flushing Valve, dia. 40 mm Sight Glass, dia. 50 mm Flow Switch, dia. 50 mm Fiting - fiting Matrial Bantu
120.00 40.00 12.00 10.00 16.00 28.00 58.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
m' m' m' m' m' m' bh bh bh bh bh bh bh bh bh ls JUMLAH D.XIV.4.a
b. 1
5 6 7 8 9 10
Lantai Dasar Pipa Black steel Sch 40 : - dia 25 mm - dia 32 mm - dia 40 mm - dia 50 mm - dia 65 mm - dia 80 mm Head Sprinkler Indicating Valve, dia. 100 mm Plat Orifis : - dia. 100 mm - dia/ 50 mm Test Valve, dia. 50 mm Drain Valve, dia. 50 mm Flushing Valve, dia. 40 mm Sight Glass, dia. 50 mm Flow Switch, dia. 50 mm Fiting - fiting Matrial Bantu
c.
Lantai Satu
2 3 4
144.00 28.00 10.00 6.00 24.00 12.00 56.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
m' m' m' m' m' m' bh bh bh bh bh bh bh bh bh ls JUMLAH D.XIV.4.b
1
2 3 4 5 6 7 8 9 10
Pipa Black steel Sch 40 : - dia 25 mm - dia 32 mm - dia 40 mm - dia 50 mm - dia 65 mm - dia 80 mm Head Sprinkler Indicating Valve, dia. 100 mm Plat Orifis : - dia. 100 mm - dia/ 50 mm Test Valve, dia. 50 mm Drain Valve, dia. 50 mm Flushing Valve, dia. 40 mm Sight Glass, dia. 50 mm Flow Switch, dia. 50 mm Fiting - fiting Matrial Bantu
144.00 28.00 10.00 6.00 24.00 12.00 56.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
m' m' m' m' m' m' bh bh bh bh bh bh bh bh bh ls JUMLAH D.XIV.4.c
d. 1
2 3 4 5 6 7 8 9 10
Lantai Dua Pipa Black steel Sch 40 : - dia 25 mm - dia 32 mm - dia 40 mm - dia 50 mm - dia 65 mm - dia 80 mm Head Sprinkler Indicating Valve, dia. 100 mm Plat Orifis : - dia. 100 mm - dia/ 50 mm Test Valve, dia. 50 mm Drain Valve, dia. 50 mm Flushing Valve, dia. 40 mm Sight Glass, dia. 50 mm Flow Switch, dia. 50 mm Fiting - fiting Matrial Bantu
144.00 28.00 10.00 6.00 24.00 12.00 56.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
m' m' m' m' m' m' bh bh bh bh bh bh bh bh bh ls JUMLAH D.XIV.4.e
e. 1
2 3 4 5 6 7 8 9 10
Lantai Tiga Pipa Black steel Sch 40 : - dia 25 mm - dia 32 mm - dia 40 mm - dia 50 mm - dia 65 mm - dia 80 mm Head Sprinkler Indicating Valve, dia. 100 mm Plat Orifis : - dia. 100 mm - dia/ 50 mm Test Valve, dia. 50 mm Drain Valve, dia. 50 mm Flushing Valve, dia. 40 mm Sight Glass, dia. 50 mm Flow Switch, dia. 50 mm Fiting - fiting Matrial Bantu
144.00 28.00 10.00 6.00 24.00 12.00 56.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
m' m' m' m' m' m' bh bh bh bh bh bh bh bh bh ls JUMLAH D.XIV.4.e
XV. PEKERJAAN ELEVATOR 1
KERETA Kapasitas
1.00 : 11 orang / 900 kg
unit
Kecepatan Jumlah Pintu Sistem kontrol Sistem Bukaan Sistem Finishing Jamb
: 90 MPM : 6 buah : ACVV/VF : Centre opening : Hairline Stainless steel : Wide type on Ground floor, Narrow Wide for other
Complete With - Automatic rescue device w/ battery - Safety edge guard Door
2
Testing & Commisioning
1.00
ls
BIAYA (RAB) & ELEKTRIKAL HARGA SAT
JML HARGA
( Rp )
( Rp )
e.
f = (cxe)
870,000.00
208,800,000.00
5,000,000.00
5,000,000.00
JUMLAH D.I
213,800,000.00
375,000.00
50,625,000.00
528,000.00
7,920,000.00
38,500,000.00
38,500,000.00
32,600,000.00
32,600,000.00
12,000,000.00
12,000,000.00
3,000,000.00
3,000,000.00
8,000,000.00 JUMLAH D.II.1
8,000,000.00 152,645,000.00
125,000,000.00
125,000,000.00
5,000,000.00
5,000,000.00
2,000,000.00
2,000,000.00
4,000,000.00 JUMLAH D.II.2
4,000,000.00 136,000,000.00
JUMLAH D.II
288,645,000.00
230,000,000.00
230,000,000.00
20,000,000.00
20,000,000.00
21,000,000.00
21,000,000.00
4,500,000.00
4,500,000.00
3,500,000.00
3,500,000.00
3,500,000.00
3,500,000.00
3,500,000.00
3,500,000.00
3,500,000.00
3,500,000.00
2,500,000.00
2,500,000.00
1,500,000.00
1,500,000.00
2,500,000.00
2,500,000.00
3,500,000.00
3,500,000.00
3,500,000.00
3,500,000.00
3,500,000.00
3,500,000.00
3,500,000.00
3,500,000.00
3,500,000.00
3,500,000.00
3,500,000.00
3,500,000.00
3,000,000.00
3,000,000.00
3,000,000.00
3,000,000.00
8,500,000.00
8,500,000.00
5,000,000.00 JUMLAH D.III.1
5,000,000.00 336,500,000.00
954,000.00
57,240,000.00
954,000.00
28,620,000.00
1,673,400.00
31,627,260.00
42,600.00
3,408,000.00
232,700.00
5,096,130.00
54,400.00
1,088,000.00
258,400.00
7,752,000.00
42,300.00
507,600.00
54,400.00
1,088,000.00
54,400.00
1,305,600.00
68,700.00
1,923,600.00
68,700.00
2,198,400.00
42,300.00
1,522,800.00
54,400.00
2,176,000.00
68,700.00
1,374,000.00
54,400.00
652,800.00
178,600.00
1,786,000.00
206,800.00
2,895,200.00
54,400.00
979,200.00
54,400.00
1,196,800.00
42,300.00 JUMLAH D.III.2
1,057,500.00 155,494,890.00
14,800.00
1,879,600.00
115,000.00
3,680,000.00
125,000.00
1,500,000.00
1,000,000.00 JUMLAH D.III.3
1,000,000.00 8,059,600.00
175,000.00
700,000.00
235,000.00
13,395,000.00
215,000.00
860,000.00
687,400.00
687,400.00
786,500.00
1,573,000.00
686,300.00
686,300.00
14,500.00
29,000.00
16,500.00
99,000.00
28,500.00
28,500.00
28,500.00
142,500.00
250,000.00
19,500,000.00
250,000.00
1,250,000.00
1,000,000.00 JUMLAH D.III.4.a
1,000,000.00 39,950,700.00
325,000.00
1,300,000.00
475,000.00
16,625,000.00
350,000.00
21,700,000.00
825,000.00
1,650,000.00
786,500.00
1,573,000.00
686,300.00
686,300.00
14,500.00
14,500.00
16,500.00
280,500.00
28,500.00
57,000.00
28,500.00
1,140,000.00
38,500.00
385,000.00
250,000.00
31,500,000.00
250,000.00
12,500,000.00
1,000,000.00 JUMLAH D.III.4.b
1,000,000.00 90,411,300.00
325,000.00
1,300,000.00
475,000.00
16,625,000.00
350,000.00
21,700,000.00
825,000.00
1,650,000.00
686,300.00
1,372,600.00
686,300.00
686,300.00
14,500.00
246,500.00
16,500.00
16,500.00
28,500.00
57,000.00
28,500.00
1,197,000.00
38,500.00
385,000.00
250,000.00
31,500,000.00
250,000.00
13,000,000.00
1,000,000.00 JUMLAH D.III.4.c
1,000,000.00 90,735,900.00
325,000.00
1,300,000.00
475,000.00
19,950,000.00
350,000.00
17,150,000.00
825,000.00
825,000.00
686,300.00
1,372,600.00
686,300.00
686,300.00
14,500.00
246,500.00
16,500.00
16,500.00
28,500.00
57,000.00
28,500.00
1,368,000.00
38,500.00
308,000.00
250,000.00
29,750,000.00
250,000.00
14,000,000.00
1,000,000.00 JUMLAH D.III.4.d
1,000,000.00 88,029,900.00
325,000.00
1,300,000.00
475,000.00
19,950,000.00
350,000.00
17,150,000.00
825,000.00
825,000.00
686,300.00
1,372,600.00
686,300.00
686,300.00
14,500.00
246,500.00
16,500.00
16,500.00
28,500.00
57,000.00
28,500.00
1,368,000.00
38,500.00
385,000.00
250,000.00
29,750,000.00
250,000.00
14,500,000.00
1,000,000.00 JUMLAH D.III.4.e
1,000,000.00 88,606,900.00
325,000.00
3,250,000.00
475,000.00
4,750,000.00
350,000.00
12,950,000.00
825,000.00
825,000.00
686,300.00
686,300.00
14,500.00
246,500.00
16,500.00
16,500.00
28,500.00
57,000.00
28,500.00
171,000.00
250,000.00
14,750,000.00
250,000.00
1,500,000.00
1,000,000.00 JUMLAH D.III.4.f
1,000,000.00 40,202,300.00
475,000.00
3,800,000.00
6,700,000.00
13,400,000.00
74,700.00
4,482,000.00
240,000.00 JUMLAH D.III.4.g
1,920,000.00 23,602,000.00
JUMLAH D.III
961,593,490.00
15,000,000.00
15,000,000.00
387,000.00
11,610,000.00
350,000.00
350,000.00
5,000,000.00
5,000,000.00
275,000.00
3,300,000.00
20,000.00
160,000.00
20,000.00
20,000.00
100,000.00
100,000.00
250,000.00 JUMLAH D.IV
250,000.00 35,790,000.00
84,000,000.00
84,000,000.00
1,500,000.00
1,500,000.00
120,000.00
9,712,800.00
58,000.00 JUMLAH D.V.1
870,000.00 96,082,800.00
200,000.00
200,000.00
187,000.00
1,122,000.00
47,000.00
282,000.00
38,700.00
774,000.00
500,000.00 JUMLAH D.V.2.a
500,000.00 2,878,000.00
200,000.00
200,000.00
187,000.00
2,992,000.00
47,000.00
752,000.00
38,700.00
580,500.00
500,000.00 JUMLAH D.V.2.b
500,000.00 5,024,500.00
200,000.00
200,000.00
187,000.00
2,057,000.00
47,000.00
517,000.00
38,700.00
774,000.00
500,000.00 JUMLAH D.V.2.c
500,000.00 4,048,000.00
200,000.00
200,000.00
187,000.00
2,057,000.00
47,000.00
517,000.00
38,700.00
774,000.00
500,000.00 JUMLAH D.V.2.c
500,000.00 4,048,000.00
287,000.00
14,350,000.00
175,000.00
1,750,000.00
55,000.00
1,523,500.00
375,000.00
1,500,000.00
500,000.00
4,000,000.00
750,000.00 JUMLAH D.V.3
750,000.00 23,873,500.00
JUMLAH D.V
135,954,800.00
18,500,000.00
18,500,000.00
750,000.00
750,000.00
750,000.00
2,250,000.00
12,500.00
250,000.00
2,500,000.00
2,500,000.00
2,750,000.00
2,750,000.00
500,000.00 JUMLAH D.VI.1
500,000.00 27,500,000.00
287,600.00
3,451,200.00
110,000.00
1,320,000.00
500,000.00 JUMLAH D.VI.2
500,000.00 5,271,200.00
287,600.00
2,876,000.00
110,000.00
1,100,000.00
500,000.00 JUMLAH D.VI.3
500,000.00 4,476,000.00
287,600.00
2,876,000.00
110,000.00
1,100,000.00
500,000.00 JUMLAH D.VI.3
500,000.00 4,476,000.00
JUMLAH D.VI
41,723,200.00
5,000,000.00
5,000,000.00
1,500,000.00
3,000,000.00
750,000.00
3,000,000.00
750,000.00
12,000,000.00
3,500,000.00
56,000,000.00
3,000,000.00
3,000,000.00
2,750,000.00 JUMLAH D.VII.1
13,750,000.00 95,750,000.00
540,000.00
14,040,000.00
250,000.00
3,250,000.00
215,000.00
5,590,000.00
5,000,000.00
5,000,000.00
JUMLAH D.VII.1
27,880,000.00
2,500,000.00 JUMLAH D.VII.2
2,500,000.00 2,500,000.00
JUMLAH D.VII
126,130,000.00
42,500,000.00
85,000,000.00
2,000,000.00
2,000,000.00
900,000.00 JUMLAH D.VIII.1
1,800,000.00 88,800,000.00
2,500,000.00
5,000,000.00
350,000.00
350,000.00
900,000.00 JUMLAH D.VIII.2
900,000.00 6,250,000.00
2,500,000.00
5,000,000.00
350,000.00
350,000.00
900,000.00 JUMLAH D.VIII.3
900,000.00 6,250,000.00
2,500,000.00
10,000,000.00
350,000.00
350,000.00
900,000.00 JUMLAH D.VIII.4
900,000.00 11,250,000.00
2,500,000.00
10,000,000.00
350,000.00
350,000.00
900,000.00 JUMLAH D.VIII.5
900,000.00 11,250,000.00
2,500,000.00
10,000,000.00
350,000.00
350,000.00
900,000.00 JUMLAH D.VIII.6
900,000.00 11,250,000.00
2,500,000.00
10,000,000.00
350,000.00
350,000.00
900,000.00 JUMLAH D.VIII.6
900,000.00 11,250,000.00
JUMLAH D.VIII
146,300,000.00
3,750,000.00
3,750,000.00
1,750,000.00
1,750,000.00
2,200,000.00
2,200,000.00
2,350,000.00
2,350,000.00
5,400,000.00
5,400,000.00
1,000,000.00 JUMLAH D.IX.1
1,000,000.00 16,450,000.00
115,000.00
690,000.00
225,000.00
900,000.00
182,000.00 JUMLAH D.IX.2
1,820,000.00 3,410,000.00
115,000.00
4,140,000.00
225,000.00
1,575,000.00
182,000.00 JUMLAH D.IX.3
7,826,000.00 13,541,000.00
115,000.00
4,140,000.00
225,000.00
1,575,000.00
182,000.00 JUMLAH D.IX.4
7,826,000.00 13,541,000.00
115,000.00
3,680,000.00
225,000.00
675,000.00
182,000.00 JUMLAH D.IX.5
6,370,000.00 10,725,000.00
115,000.00
3,680,000.00
225,000.00
675,000.00
182,000.00
6,370,000.00
JUMLAH D.IX.6
10,725,000.00
115,000.00
3,680,000.00
225,000.00
675,000.00
182,000.00 JUMLAH D.IX.6
6,370,000.00 10,725,000.00
JUMLAH D.IX
79,117,000.00
37,500,000.00
37,500,000.00
8,700,000.00 JUMLAH D.X.1
8,700,000.00 46,200,000.00
300,000.00
900,000.00
11,250.00
259,875.00
11,250.00
84,375.00
11,250.00 JUMLAH D.X.2
243,000.00 1,487,250.00
115,000.00
345,000.00
125,000.00
1,500,000.00
287,000.00
1,148,000.00
280,000.00
280,000.00
225,000.00
225,000.00
115,000.00
115,000.00
174,000.00
3,306,000.00
174,000.00
174,000.00
174,000.00
174,000.00
174,000.00
174,000.00
1,500,000.00
12,000,000.00
850,000.00
850,000.00
500,000.00 JUMLAH D.X.3.a
500,000.00 20,791,000.00
115,000.00
115,000.00
125,000.00
2,875,000.00
287,000.00
4,018,000.00
280,000.00
560,000.00
225,000.00
450,000.00
115,000.00
230,000.00
174,000.00
6,612,000.00
174,000.00
348,000.00
174,000.00
348,000.00
174,000.00
348,000.00
1,500,000.00
12,000,000.00
850,000.00
1,700,000.00
500,000.00 JUMLAH D.X.3.b
500,000.00 30,104,000.00
115,000.00
115,000.00
125,000.00
4,500,000.00
287,000.00
861,000.00
280,000.00
560,000.00
225,000.00
450,000.00
115,000.00
230,000.00
174,000.00
6,786,000.00
174,000.00
348,000.00
174,000.00
348,000.00
174,000.00
348,000.00
1,500,000.00
16,500,000.00
850,000.00
1,700,000.00
500,000.00 JUMLAH D.X.3.a
500,000.00 33,246,000.00
115,000.00
115,000.00
125,000.00
4,500,000.00
287,000.00
861,000.00
280,000.00
560,000.00
225,000.00
450,000.00
115,000.00
230,000.00
174,000.00
6,786,000.00
174,000.00
348,000.00
174,000.00
348,000.00
174,000.00
348,000.00
1,500,000.00
16,500,000.00
850,000.00
1,700,000.00
500,000.00 JUMLAH D.X.3.a
500,000.00 33,246,000.00
115,000.00
115,000.00
125,000.00
4,500,000.00
287,000.00
861,000.00
280,000.00
560,000.00
225,000.00
450,000.00
115,000.00
230,000.00
174,000.00
6,786,000.00
174,000.00
348,000.00
174,000.00
348,000.00
174,000.00
348,000.00
1,500,000.00
16,500,000.00
850,000.00
1,700,000.00
500,000.00 JUMLAH D.X.3.a
500,000.00 33,246,000.00
115,000.00
115,000.00
125,000.00
4,500,000.00
287,000.00
861,000.00
280,000.00
560,000.00
225,000.00
450,000.00
115,000.00
230,000.00
174,000.00
6,786,000.00
174,000.00
348,000.00
174,000.00
348,000.00
174,000.00
348,000.00
1,500,000.00
16,500,000.00
850,000.00
1,700,000.00
500,000.00 JUMLAH D.X.3.a
500,000.00 33,246,000.00
JUMLAH D.X
231,566,250.00
575,000,000.00
575,000,000.00
127,500,000.00
127,500,000.00
3,000,000.00
3,000,000.00
3,000,000.00
3,000,000.00
5,000,000.00
5,000,000.00
250,000.00
27,420,000.00
145,000.00 JUMLAH D.XI
15,903,600.00 756,823,600.00
4,500,000.00
9,000,000.00
2,250,000.00
2,250,000.00
2,550,000.00
5,100,000.00
3,350,000.00
20,100,000.00
4,800,000.00
4,800,000.00
16,800,000.00
33,600,000.00
37,000.00
4,884,000.00
26,800.00
884,400.00
18,000.00
1,980,000.00
1,000,000.00
1,000,000.00
450,000.00
900,000.00
3,350,000.00
16,750,000.00
16,800,000.00
84,000,000.00
37,000.00
4,440,000.00
32,500.00
975,000.00
19,500.00
1,950,000.00
1,000,000.00
1,000,000.00
2,250,000.00
4,500,000.00
2,250,000.00
4,500,000.00
500,000.00
500,000.00
2,250,000.00
4,500,000.00
500,000.00
500,000.00
3,350,000.00
13,400,000.00
2,250,000.00
4,500,000.00
500,000.00 JUMLAH D.XII.1
500,000.00 226,513,400.00
165,400.00 132,000.00 128,000.00 115,000.00 87,000.00
3,890,208.00 6,605,280.00 322,560.00 2,594,400.00 313,200.00
350,000.00 450,000.00 300,000.00 JUMLAH D.XII.2.a
5,600,000.00 3,600,000.00 1,200,000.00 24,125,648.00
128,000.00 115,000.00 87,000.00
2,560,000.00 5,117,500.00 730,800.00
450,000.00 225,000.00 JUMLAH D.XII.2.b
9,900,000.00 3,150,000.00 21,458,300.00
128,000.00 115,000.00 87,000.00
14,530,560.00 3,162,500.00 556,800.00
450,000.00 225,000.00 JUMLAH D.XII.2.c
9,900,000.00 3,150,000.00 31,299,860.00
128,000.00 115,000.00 87,000.00
14,530,560.00 3,162,500.00 556,800.00
450,000.00 225,000.00 JUMLAH D.XII.2.d
9,900,000.00 3,150,000.00 31,299,860.00
128,000.00 115,000.00 87,000.00
14,530,560.00 3,162,500.00 556,800.00
225,000.00 225,000.00 JUMLAH D.XII.2.e
4,950,000.00 3,150,000.00 26,349,860.00
128,000.00
14,530,560.00
115,000.00
3,162,500.00
87,000.00
556,800.00
225,000.00
4,950,000.00
225,000.00 JUMLAH D.XII.2.e
3,150,000.00 26,349,860.00
JUMLAH D.XII
387,396,788.00
2,500,000.00
2,500,000.00
235,000,000.00
235,000,000.00
25,000,000.00
50,000,000.00
36,500,000.00
36,500,000.00
16,500,000.00
16,500,000.00
164,000.00 128,000.00 105,000.00 875,000.00 640,000.00 360,000.00 3,675,000.00
4,920,000.00 5,120,000.00 10,500,000.00 1,750,000.00 1,280,000.00 1,440,000.00 3,675,000.00
125,000,000.00
125,000,000.00
8,000,000.00 2,500,000.00 JUMLAH D.XIII.1
8,000,000.00 2,500,000.00 504,685,000.00
169,750.00 108,500.00 73,500.00 47,250.00 29,750.00 195,000.00
1,358,000.00 868,000.00 588,000.00 1,417,500.00 892,500.00 390,000.00
1,378,500.00 JUMLAH D.XIII.2.a
1,378,500.00 6,892,500.00
169,750.00 108,500.00 73,500.00 47,250.00 29,750.00 195,000.00 1,437,562.50 JUMLAH D.XIII.2.b
1,358,000.00 868,000.00 588,000.00 1,653,750.00 892,500.00 390,000.00 1,437,562.50 7,187,812.50
169,750.00 108,500.00 73,500.00 47,250.00 29,750.00 195,000.00 1,378,500.00 JUMLAH D.XIII.2.c
1,358,000.00 868,000.00 588,000.00 1,417,500.00 892,500.00 390,000.00 1,378,500.00 6,892,500.00
169,750.00 108,500.00 73,500.00 47,250.00 29,750.00 195,000.00 1,378,500.00 JUMLAH D.XIII.2.d
1,358,000.00 868,000.00 588,000.00 1,417,500.00 892,500.00 390,000.00 1,378,500.00 6,892,500.00
169,750.00 108,500.00 73,500.00 47,250.00 29,750.00 195,000.00 1,378,500.00 JUMLAH D.XIII.2.e
1,358,000.00 868,000.00 588,000.00 1,417,500.00 892,500.00 390,000.00 1,378,500.00 6,892,500.00
108,500.00 73,500.00 47,250.00 29,750.00 165,000.00 1,190,125.00 JUMLAH D.XIII.2.f
2,170,000.00 588,000.00 945,000.00 892,500.00 165,000.00 1,190,125.00 5,950,625.00
95,000,000.00
95,000,000.00
84,000.00
3,696,000.00
52,500.00 20,000.00 50,000.00 2,786,400.00 JUMLAH D.XIII.3
2,310,000.00 960,000.00 11,000,000.00 2,786,400.00 115,752,400.00
84,000.00 38,000.00 20,000.00
1,932,000.00 1,064,000.00 360,000.00
225,000.00 165,000.00 150,000.00 175,000.00
900,000.00 495,000.00 300,000.00 1,225,000.00
24,000.00 1,700,000.00 JUMLAH D.XIII.3.3.a
288,000.00 1,700,000.00 8,264,000.00
84,000.00 52,500.00 38,000.00 20,000.00
3,780,000.00 420,000.00 1,064,000.00 560,000.00
225,000.00 350,000.00 165,000.00 150,000.00 175,000.00
900,000.00 350,000.00 330,000.00 300,000.00 1,225,000.00
24,000.00 2,765,100.00 JUMLAH D.XIII.3.3.b
288,000.00 2,765,100.00 11,982,100.00
84,000.00 52,500.00 38,000.00 20,000.00
3,780,000.00 420,000.00 1,064,000.00 560,000.00
225,000.00 350,000.00 165,000.00 150,000.00 175,000.00
900,000.00 350,000.00 330,000.00 300,000.00 1,225,000.00
24,000.00 2,765,100.00 JUMLAH D.XIII.3.3.c
288,000.00 2,765,100.00 11,982,100.00
84,000.00 52,500.00 38,000.00 20,000.00
3,780,000.00 420,000.00 1,064,000.00 560,000.00
225,000.00 350,000.00 165,000.00 150,000.00 175,000.00
900,000.00 350,000.00 330,000.00 300,000.00 1,225,000.00
24,000.00 2,765,100.00 JUMLAH D.XIII.3.3.d
288,000.00 2,765,100.00 11,982,100.00
84,000.00 52,500.00 38,000.00 20,000.00
3,780,000.00 420,000.00 1,064,000.00 560,000.00
225,000.00 350,000.00 165,000.00 150,000.00 175,000.00
900,000.00 350,000.00 330,000.00 300,000.00 1,225,000.00
24,000.00 2,765,100.00 JUMLAH D.XIII.3.3.e
288,000.00 2,765,100.00 11,982,100.00
84,000.00 52,500.00 38,000.00 1,532,880.00
4,233,600.00 420,000.00 456,000.00 1,532,880.00
225,000.00 350,000.00 165,000.00 175,000.00
450,000.00 350,000.00 330,000.00 1,050,000.00
150,000.00 1,194,000.00 JUMLAH D.XIII.3.3.f
1,800,000.00 1,194,000.00 11,816,480.00
350,000.00 1,155,000.00 JUMLAH D.XIII.3.3.g
3,850,000.00 1,155,000.00 5,005,000.00
2,500,000.00
10,000,000.00
750,000.00
3,000,000.00
84,000.00 5,000,000.00 JUMLAH D.XIII.4
5,755,680.00 5,000,000.00 23,755,680.00
JUMLAH D.XIII
757,915,397.50
407,000,000.00
407,000,000.00
JUMLAH D.XIV.1.a 205,000,000.00
407,000,000.00 205,000,000.00
JUMLAH D.XIV.1.b
205,000,000.00
28,000,000.00
28,000,000.00
JUMLAH D.XIV.1.c
28,000,000.00
750,000.00 275,000.00 4,500,000.00 JUMLAH D.XIV.1.d
4,500,000.00 1,650,000.00 4,500,000.00 10,650,000.00
165,400.00 274,000.00 486,400.00 5,000,000.00 3,050,000.00 2,350,000.00 1,250,000.00 1,450,000.00 850,000.00 1,650,000.00 750,000.00 450,000.00 1,500,000.00 750,000.00 750,000.00 675,000.00 950,000.00 1,350,000.00
1,984,800.00 8,220,000.00 9,728,000.00 5,000,000.00 12,200,000.00 4,700,000.00 3,750,000.00 2,900,000.00 850,000.00 4,950,000.00 750,000.00 450,000.00 4,500,000.00 2,250,000.00 750,000.00 1,350,000.00 1,900,000.00 5,400,000.00
1,750,000.00 8,500,000.00 2,500,000.00 1,750,000.00 3,250,000.00 1,875,000.00 975,000.00 475,000.00 5,000,000.00 2,500,000.00 JUMLAH D.XIV.1.e
1,750,000.00 8,500,000.00 2,500,000.00 1,750,000.00 6,500,000.00 3,750,000.00 975,000.00 475,000.00 5,000,000.00 2,500,000.00 105,332,800.00
274,000.00 5,000,000.00 2,350,000.00 2,500,000.00 JUMLAH D.XIV.2
21,920,000.00 5,000,000.00 28,200,000.00 5,000,000.00 60,120,000.00
165,400.00 274,000.00 3,750,000.00
1,984,800.00 32,551,200.00 3,750,000.00
3,350,000.00 2,850,000.00
3,350,000.00 2,850,000.00
3,350,000.00 2,350,000.00 1,250,000.00 1,150,000.00
3,350,000.00 2,350,000.00 2,500,000.00 6,900,000.00
2,500,000.00 JUMLAH D.XIV.3.a
2,500,000.00 62,086,000.00
165,400.00 1,250,000.00 3,750,000.00
1,984,800.00 1,250,000.00 7,500,000.00
1,150,000.00
5,750,000.00
2,500,000.00 JUMLAH D.XIV.3.b
2,500,000.00 18,984,800.00
165,400.00 1,250,000.00 3,750,000.00
1,984,800.00 1,250,000.00 7,500,000.00
1,150,000.00
5,750,000.00
2,500,000.00 JUMLAH D.XIV.3.c
2,500,000.00 18,984,800.00
165,400.00 1,250,000.00 3,750,000.00
1,984,800.00 1,250,000.00 7,500,000.00
1,150,000.00
5,750,000.00
2,500,000.00 JUMLAH D.XIV.3.d
2,500,000.00 18,984,800.00
165,400.00 1,250,000.00 3,750,000.00
1,984,800.00 1,250,000.00 7,500,000.00
1,150,000.00
5,750,000.00
2,500,000.00 JUMLAH D.XIV.3.e
2,500,000.00 18,984,800.00
165,400.00 1,250,000.00 3,750,000.00
1,984,800.00 1,250,000.00 7,500,000.00
1,500,000.00
4,500,000.00
2,500,000.00 JUMLAH D.XIV.3.f
2,500,000.00 17,734,800.00
67,500.00 82,500.00 115,500.00 150,000.00 165,400.00 255,000.00 90,000.00 3,250,000.00 300,000.00 275,000.00 475,000.00 475,000.00 275,000.00 375,000.00 2,950,000.00 2,500,000.00 JUMLAH D.XIV.4.a
8,100,000.00 3,300,000.00 1,386,000.00 1,500,000.00 2,646,400.00 7,140,000.00 5,220,000.00 3,250,000.00 300,000.00 275,000.00 475,000.00 475,000.00 275,000.00 375,000.00 2,950,000.00 2,500,000.00 40,167,400.00
67,500.00 82,500.00 115,500.00 150,000.00 165,400.00 255,000.00 90,000.00 3,250,000.00 300,000.00 275,000.00 475,000.00 475,000.00 275,000.00 375,000.00 2,950,000.00 2,500,000.00 JUMLAH D.XIV.4.b
9,720,000.00 2,310,000.00 1,155,000.00 900,000.00 3,969,600.00 3,060,000.00 5,040,000.00 3,250,000.00 300,000.00 275,000.00 475,000.00 475,000.00 275,000.00 375,000.00 2,950,000.00 2,500,000.00 37,029,600.00
67,500.00 82,500.00 115,500.00 150,000.00 165,400.00 255,000.00 90,000.00 3,250,000.00 300,000.00 275,000.00 475,000.00 475,000.00 275,000.00 375,000.00 2,950,000.00 2,500,000.00 JUMLAH D.XIV.4.c
9,720,000.00 2,310,000.00 1,155,000.00 900,000.00 3,969,600.00 3,060,000.00 5,040,000.00 3,250,000.00 300,000.00 275,000.00 475,000.00 475,000.00 275,000.00 375,000.00 2,950,000.00 2,500,000.00 37,029,600.00
67,500.00 82,500.00 115,500.00 150,000.00 165,400.00 255,000.00 90,000.00 3,250,000.00 300,000.00 275,000.00 475,000.00 475,000.00 275,000.00 375,000.00 2,950,000.00 2,500,000.00 JUMLAH D.XIV.4.e
9,720,000.00 2,310,000.00 1,155,000.00 900,000.00 3,969,600.00 3,060,000.00 5,040,000.00 3,250,000.00 300,000.00 275,000.00 475,000.00 475,000.00 275,000.00 375,000.00 2,950,000.00 2,500,000.00 37,029,600.00
67,500.00 82,500.00 115,500.00 150,000.00 165,400.00 255,000.00 90,000.00 3,250,000.00 300,000.00 275,000.00 475,000.00 475,000.00 275,000.00 375,000.00 2,950,000.00 2,500,000.00 JUMLAH D.XIV.4.e
9,720,000.00 2,310,000.00 1,155,000.00 900,000.00 3,969,600.00 3,060,000.00 5,040,000.00 3,250,000.00 300,000.00 275,000.00 475,000.00 475,000.00 275,000.00 375,000.00 2,950,000.00 2,500,000.00 37,029,600.00
JUMLAH D.XIV
1,160,148,600.00
650,000,000.00
650,000,000.00
5,000,000.00 JUMLAH D.XV
5,000,000.00 655,000,000.00
RENCANA ANGGARAN BIAYA (RAB) E. PEKERJAAN INFRASTRUKTUR NO
URAIAN PEKERJAAN
SAT.
VOLUME
HARGA SATUAN
a
b
c
d
e
E
PEKERJAAN INFRASTRUKTUR
I
PEKERJAAN DINDING PENAHAN TANAH & PENGURUGAN
1
Pek. Galian Tanah turap batu kali
m3
190.08
39,971.25
2
Pek. Dinding penahan tanah pas. Batu belah 1:5
m3
427.68
466,732.75
3
Pas. Suling-suling pipa PVC dia. 2" + ijuk
bh
260.00
25,000.00
4
Pek. Topian DTP plesteran + Acian 1:5
m2
79.20
45,000.00 JUMLAH I
II
PEKERJAAN JALAN LINGKUNGAN & SALURAN
a.
Pekerjaan Jalan Lingkungan & Parkir Kendaraan
1
Mobilasi dan demobilisasi alat
ls
1.00
20,000,000.00
2
Pek. Galian tanah
m3
423.04
15,000.00
3
Pek. Pemadatan tanah dasar
m2
1,773.08
15,000.00
4
Pek. Sirtu tebal 10 cm dipadatkan
m3
84.61
165,000.00
5
Pek. Agregate base kelas A tbl. 20 cm dipadatkan
m3
169.22
185,000.00
6
Pek. Prime coat (lapis resap pengikat)
m2
846.08
7,500.00
7
Pek. Hotmix tbl. 5 cm
m2
846.08
110,000.00
8
Pek. Paving block natural tbl. 8 cm
m2
927.00
154,000.00
9
Pek. Kanstin beton
m'
432.00
85,000.00
b.
Pekerjaan Saluran Luar Bangunan
1
Pekerjaan saluran Gravel dia. 30 cm
m'
318.40
250,000.00
m'
60.00
330,000.00
(Galian tanah, pas. Bata, plester + aci, gravel 30 cm) 2
Pek. Pemindahan gorong-gorong
JUMLAH II III
PEKERJAAN LANSEKAP 1 Pek. Penanaman rumput + tanah subur 2 Pek. Penanaman pohon pelindung
m2
184.00
35,000.00
pohon
30.00
225,000.00 JUMLAH III
IV
PEKERJAAN GAPURA / SCULPTURE 1 Pek. Gapura / Sculpture
unit
1.00
250,000,000.00 JUMLAH IV
V
PEKERJAAN GROUND RESERVOIR (Luas 13 m x 7 m) 1 Pek. Ground Reservoir
unit
1.00
455,000,000.00 JUMLAH IV
VI
PEKERJAAN RUMAH GENSET (Luas 94 M2) 1 Pek. Rumah Genset
unit
1.00
376,000,000.00 JUMLAH IV
VII
PEKERJAAN PAGAR DEPAN 1 Pek. Pagar depan
M'
26.00
2,000,000.00
2 Pek. Pintu Gerbang
unit
1.00
31,500,000.00
3 Pek. Huruf bertuliskan "PASCA SARJANA UNIVERSITAS PASUNDAN"
unit
1.00
21,000,000.00 JUMLAH IV
VIII
PEKERJAAN PAGAR KELILING TINGGI 2 M 1 Pek. Pagar keliling
m'
238.50
1,000,000.00 JUMLAH IV
IX
PEKERJAAN POS JAGA ( Luas 12 M2) 1 Pek. Pos Jaga
Unit
1.00
42,000,000.00 JUMLAH IV
X
PEKERJAAN SHELTER 1 Pek. Shelter
m2
100.00
1,500,000.00 JUMLAH IV
JUMLAH HARGA f = (dxe)
7,597,735.20 199,612,262.52 6,500,000.00 3,564,000.00 217,273,997.72
20,000,000.00 6,345,600.00 26,596,200.00 13,960,320.00 31,304,960.00 6,345,600.00 93,068,800.00 142,758,000.00 36,720,000.00
79,600,000.00 19,800,000.00 476,499,480.00 6,440,000.00 6,750,000.00 13,190,000.00 250,000,000.00 250,000,000.00 455,000,000.00 455,000,000.00
376,000,000.00 376,000,000.00 52,000,000.00 31,500,000.00 21,000,000.00 104,500,000.00 238,500,000.00 238,500,000.00 42,000,000.00 42,000,000.00 150,000,000.00 150,000,000.00
DAFTAR ANALISA HARGA SATUAN PEKERJAAN U R A I A N
NO
VOLUME
HARGA
JUMLAH
JUMLAH
SATUAN
HARGA
BAHAN & UPAH
Bahan dan Upah
Jumlah
Satuan
(Rp.)
(Rp.)
(Rp.)
B
C
D
E
F
G
A
1 1 M¹ PAGAR SEMENTARA SENG GELOMBANG TINGGI : 1.80 M Dolken Kayu Ø 8-10 / 400 cm
1.2500
Btg
17,500.00
Semen Portland
2.5000
Kg
1,100.00
21,875.00 2,750.00
Seng Gelombang 3" - 5"
1.2000
Lbr
40,000.00
48,000.00
Pasir beton
0.0050
M3
150,000.00
750.00
Koral Beton
0.0090
M3
150,000.00
1,350.00
Kayu Kaso 5/7
0.0720
M3
1,250,000.00
90,000.00
Paku Biasa 2" - 5"
0.0600
Kg
15,000.00
900.00
Meni Besi
0.4500
Kg
15,000.00
6,750.00
Tukang Kayu
0.2000
Oh
50,000.00
10,000.00
Pekerja
0.4000
Oh
37,500.00
15,000.00
Kepala Tukang
0.0200
Oh
55,000.00
1,100.00
Mandor
0.0200
Oh
57,500.00
Jumlah Bahan
172,375.00
1,150.00 Jumlah upah
27,250.00
Jumlah Total
199,625.00
2 1 M2 PEMBUATAN DIREKSI KEET Kayu hutan
0.1000
m3
1,250,000.00
125,000.00
Seng glb BJLS 28 (80x180 cm)
1.1000
lbr
40,000.00
44,000.00
Paku biasa 2"-5"
0.2500
kg
15,000.00
3,750.00
Tripleks 3 mm
0.5000
lbr
45,000.00
22,500.00
PC (50 kg)
5.0000
kg
1,100.00
5,500.00
Pasir pasang
0.2500
m3
110,000.00
27,500.00
Bata merah
28,000.00
70.0000
bh
400.00
Peralatan
0.0200
lot
256,250.00
5,125.00
Ongkos pasang
0.1500
ls
261,375.00
39,206.25 Jumlah Total
300,581.25
Keuntungan max. 10%
30,058.13
Total
330,639.38
3 1 M3 GALIAN TANAH BIASA MAX 1 M' Pekerja
0.7500
Org
37,500.00
Mandor
0.0250
Org
57,500.00
28,125.00 1,437.50 Jumlah Total
29,562.50
Keuntungan max. 10%
2,956.25
Total
32,518.75
4 1 M3 GALIAN TANAH BIASA MAX 2 M' Pekerja
0.9000
Org
37,500.00
Mandor
0.0450
Org
57,500.00
33,750.00 2,587.50 Jumlah Total
36,337.50
Keuntungan max. 10%
3,633.75
Total
39,971.25
5 1 M3 URUGAN TANAH KEMBALI + DIPADATKAN = 1/3 PEKERJAAN GALIAN
12,112.50
6 1 M3 URUGAN TANAH DARI LUAR DIPADATKAN Pasir urug
1.2000
m3
30,000.00
36,000.00 Jumlah Bahan
36,000.00
A
B
C
D
E
F
Pekerja
0.3000
Org
37,500.00
Mandor
0.0100
Org
57,500.00
G 11,250.00 575.00
Jumlah upah
11,825.00
Jumlah Total
47,825.00
Keuntungan max. 10%
4,782.50
Total
52,607.50
7 1 M3 URUGAN PASIR DIPADATKAN Pasir urug
1.2000
m3
80,000.00
96,000.00 Jumlah Bahan
Pekerja
0.3000
Org
37,500.00
Mandor
0.0100
Org
57,500.00
96,000.00
11,250.00 575.00 Jumlah upah
11,825.00
Jumlah Total
107,825.00
Keuntungan max. 10%
10,782.50
Total
118,607.50
8 1 M3 PASANG PONDASI BATU BELAH , 1 Pc : 5 Ps Batu Belah Semen Portland
1.1000
m3
110,000.00
121,000.00
136.0000
m3
1,100.00
149,600.00
0.5440
kg
110,000.00
Pasir Pasang
59,840.00 Jumlah Bahan
Pekerja
1.5000
Org
37,500.00
56,250.00
Tukang Batu
0.6000
Org
50,000.00
30,000.00
Kepala Tukang
0.0600
Org
55,000.00
3,300.00
Mandor
0.0750
Org
57,500.00
330,440.00
4,312.50 Jumlah upah
93,862.50
Jumlah total
424,302.50
Keuntungan max. 10%
42,430.25
Total
466,732.75
9 1 M3 PASANG PONDASI BATU KOSONG ( AANSTAMPING ) Batu Belah
1.2000
m3
110,000.00
Pasir Urug
0.3000
kg
80,000.00
132,000.00 24,000.00 Jumlah Bahan
Pekerja
0.7800
Org
37,500.00
29,250.00
Tukang Batu
0.3900
Org
50,000.00
19,500.00
Kepala Tukang
0.0390
Org
55,000.00
2,145.00
Mandor
0.0390
Org
57,500.00
156,000.00
2,242.50 Jumlah upah
53,137.50
Jumlah total
209,137.50
Keuntungan max. 10%
20,913.75
Total
230,051.25
10 1 M2 PASANGAN DINDING 1/2 BATA 1 : 3 Batu bata merah 5x11x22 cm
70.0000
bh
400.00
0.0400
m3
110,000.00
4,400.00
Semen
14.3700
kg
1,100.00
15,807.00
Pekerja
0.3000
Org
37,500.00
11,250.00
Tukang Batu
0.1000
Org
50,000.00
5,000.00
Kepala Tukang
0.0100
Org
55,000.00
550.00
Mandor
0.0150
Org
57,500.00
Pasir pasang
28,000.00
Jumlah Bahan
48,207.00
862.50 Jumlah upah
17,662.50
Jumlah total
65,869.50
Keuntungan max. 10%
6,586.95
Total
72,456.45
A
B
C
D
E
F
G
11 1 M2 PASANGAN DINDING 1/2 BATA 1 : 5 Batu bata merah 5x11x22 cm
70.0000
bh
400.00
Pasir pasang
0.0450
m3
110,000.00
28,000.00 4,950.00
Semen
9.6800
kg
1,100.00
10,648.00
Pekerja
0.3000
Org
37,500.00
11,250.00
Tukang Batu
0.1000
Org
50,000.00
5,000.00
Kepala Tukang
0.0100
Org
55,000.00
550.00
Mandor
0.0150
Org
57,500.00
Jumlah Bahan
43,598.00
862.50 Jumlah upah
17,662.50
Jumlah total
61,260.50
Keuntungan max. 10%
6,126.05
Total
67,386.55
12 1 M2 PASANGAN BATU TEMPEL ANDESIT Batu tempel andesit
1.1000
m2
165,000.00
181,500.00
Pasir pasang
0.0310
m3
110,000.00
3,410.00
Semen
6.0000
kg
1,100.00
6,600.00 Jumlah Bahan
Pekerja
0.1875
Org
37,500.00
7,031.25
Tukang Batu
0.2250
Org
50,000.00
11,250.00
Kepala Tukang
0.0375
Org
55,000.00
2,062.50
Mandor
0.0338
Org
57,500.00
1,943.50
Peralatan
0.0250
lot
213,797.25
191,510.00
5,344.93 Jumlah upah
27,632.18
Jumlah total
219,142.18
Keuntungan max. 10%
21,914.22
Total
241,056.40
13 1 M' SALURAN D. 30 CM Grafel beton dia. 30 cm
1.0000
m1
39,600.00
39,600.00
Adukan 1:3:5
0.0060
m3
531,988.29
3,191.93
Tambahan Upah
0.1000
lot
42,791.93
4,279.19 Jumlah total
47,071.12
Keuntungan max. 10%
4,707.11
Total
51,778.24
14 1 M' SALURAN BUIS BETON D. 30 CM Buis beton dia. 30 cm
1.0000
m1
145,000.00
Adukan 1:3:5
0.0060
m3
555,845.24
145,000.00 3,335.07
Upah Kerja
0.1000
lot
148,335.07
14,833.51 Jumlah total
163,168.58
Keuntungan max. 10%
16,316.86
Total
179,485.44
15 1 M2 PLESTERAN, ADUK 1:3 Pasir pasang
0.0190
m3
110,000.00
Semen
6.4800
kg
1,100.00
2,090.00 7,128.00 Jumlah Bahan
Pekerja
0.2000
Org
37,500.00
7,500.00
Tukang Batu
0.1500
Org
50,000.00
7,500.00
Kepala Tukang
0.0150
Org
55,000.00
825.00
Mandor
0.0100
Org
57,500.00
9,218.00
575.00 Jumlah upah
16,400.00
Jumlah total
25,618.00
Keuntungan max. 10%
2,561.80
Total
28,179.80
16 1 M2 PLESTERAN, ADUK 1:5 Pasir pasang
0.0220
m3
110,000.00
Semen
4.3200
kg
1,100.00
2,420.00 4,752.00 Jumlah Bahan
7,172.00
A
B
C
D
E
F
G
Pekerja
0.2000
Org
37,500.00
7,500.00
Tukang Batu
0.1500
Org
50,000.00
7,500.00
Kepala Tukang
0.0150
Org
55,000.00
825.00
Mandor
0.0100
Org
57,500.00
575.00 Jumlah upah
16,400.00
Jumlah total
23,572.00
Keuntungan max. 10%
2,357.20
Total
25,929.20
17 1 M2 ACIAN PC Semen
4.0000
kg
1,100.00
4,400.00 Jumlah Bahan
Pekerja
0.1430
Org
37,500.00
5,362.50
Tukang Batu
0.1070
Org
50,000.00
5,350.00
Kepala Tukang
0.0105
Org
55,000.00
577.50
Mandor
0.0105
Org
57,500.00
4,400.00
603.75 Jumlah upah
11,893.75
Jumlah total
16,293.75
Keuntungan max. 10%
1,629.38
Total
17,923.13
18 1 M3 LANTAI KERJA ADUKAN 1:3:5 Pasir Beton Semen Split pecah mesin 2/3 Air
0.6379
m3
150,000.00
95,678.57
230.0000
kg
1,100.00
253,000.00
0.6615
m3
150,000.00
99,222.22
215.0000
liter
10.00
2,150.00 Jumlah Bahan
Pekerja
1.6500
Org
37,500.00
61,875.00
Tukang Batu
0.2750
Org
50,000.00
13,750.00
Kepala Tukang
0.0280
Org
55,000.00
1,540.00
Mandor
0.0830
Org
57,500.00
450,050.79
4,772.50 Jumlah upah
81,937.50
Jumlah total
531,988.29
Keuntungan max. 10%
53,198.83
Total
585,187.12
19 1 M3 ADUKAN BETON SITE MIX K-175 Pasir Beton Semen Kerikil/Split 1/2 + 2/3 Air
0.5429
m3
150,000.00
81,428.57
326.0000
kg
1,100.00
358,600.00
0.7578
m3
150,000.00
113,666.67
215.0000
liter
10.00
2,150.00 Jumlah Bahan
Pekerja
1.6500
Org
37,500.00
61,875.00
Tukang Batu
0.2750
Org
50,000.00
13,750.00
Kepala Tukang
0.0280
Org
55,000.00
1,540.00
Mandor
0.0830
Org
57,500.00
555,845.24
4,772.50 Jumlah upah
81,937.50
Jumlah total
637,782.74
Keuntungan max. 10%
63,778.27
Total
701,561.01
20 1 M3 ADUKAN BETON READY MIX MUTU K-225 Beton Ready Mix K-225
1.0000
m3
650,000.00
Alat bantu (selang, test lab)
1.0000
ls
20,000.00
650,000.00 20,000.00 Jumlah Bahan
670,000.00
A
B
C
D
E
F
G
Pekerja
1.5000
Org
37,500.00
56,250.00
Tukang Batu
0.2500
Org
50,000.00
12,500.00
Kepala Tukang
0.0250
Org
55,000.00
1,375.00
Mandor
0.0250
Org
57,500.00
1,437.50 Jumlah upah
71,562.50
Jumlah total
741,562.50
Keuntungan max. 10%
74,156.25
Total
815,718.75
21 1 M3 ADUKAN BETON READY MIX MUTU K-350 Beton Ready Mix K-300
1.0000
m3
775,000.00
Alat bantu (selang, test lab)
1.0000
ls
20,000.00
775,000.00 20,000.00 Jumlah Bahan
Pekerja
1.5000
Org
37,500.00
56,250.00
Tukang Batu
0.2500
Org
50,000.00
12,500.00
Kepala Tukang
0.0250
Org
55,000.00
1,375.00
Mandor
0.0250
Org
57,500.00
795,000.00
1,437.50 Jumlah upah
71,562.50
Jumlah total
866,562.50
Keuntungan max. 10%
86,656.25
Total
953,218.75
22 1 Kg PEMBESIAN BETON Besi Beton U-24 (polos)
1.0500
Kg
7,400.00
Kawat Beton
0.0150
Kg
16,000.00
7,770.00 240.00 Jumlah Bahan
Pekerja
0.0070
Org
37,500.00
262.50
Tukang Besi
0.0070
Org
50,000.00
350.00
Kepala Tukang
0.0007
Org
55,000.00
38.50
Mandor
0.0004
Org
57,500.00
8,010.00
23.00 Jumlah upah
674.00
Jumlah total
8,684.00
Keuntungan max. 10%
868.40
Total
9,552.40
23 1 Kg PEMBESIAN BETON Besi Beton U-39 (Ulir)
1.0500
Kg
7,600.00
Kawat Beton
0.0150
Kg
16,000.00
7,980.00 240.00 Jumlah Bahan
Pekerja
0.0070
Org
37,500.00
262.50
Tukang Besi
0.0070
Org
50,000.00
350.00
Kepala Tukang
0.0007
Org
55,000.00
38.50
Mandor
0.0004
Org
57,500.00
8,220.00
23.00 Jumlah upah
674.00
Jumlah total
8,894.00
Keuntungan max. 10%
889.40
Total
9,783.40
24 1 M2 PAS. BEKISTING UNTUK PONDASI Kayu kelas III (2x pakai)
0.0200
m3
1,250,000.00
25,000.00
paku biasa 2"-5"
0.3000
Kg
15,000.00
4,500.00
pelumas bekisting
0.1000
Lt
10,000.00
1,000.00 Jumlah Bahan
Pekerja
0.5200
Org
37,500.00
19,500.00
Tukang kayu
0.2600
Org
50,000.00
13,000.00
Kepala Tukang
0.0260
Org
55,000.00
1,430.00
Mandor
0.0260
Org
57,500.00
30,500.00
1,495.00 Jumlah upah
35,425.00
Jumlah Total
65,925.00
Keuntungan max. 10%
6,592.50
Total
72,517.50
A
B
C
D
E
F
G
25 1 M2 PAS. BEKISTING DENGAN PAPAN UNTUK SLOOF Kayu kelas III (2x pakai)
0.0225
m3
1,250,000.00
28,125.00
paku biasa 2"-5"
0.3000
Kg
15,000.00
4,500.00
pelumas bekisting
0.1000
Lt
10,000.00
1,000.00 Jumlah Bahan
Pekerja
0.5200
Org
37,500.00
19,500.00
Tukang kayu
0.2600
Org
50,000.00
13,000.00
Kepala Tukang
0.0260
Org
55,000.00
1,430.00
Mandor
0.0260
Org
57,500.00
33,625.00
1,495.00 Jumlah upah
35,425.00
Jumlah Total
69,050.00
Keuntungan max. 10%
6,905.00
Total
75,955.00
26 1 M2 PASANGAN BEKISTING UNTUK KOLOM STRUKTUR Kayu kelas III (2x pakai)
0.0200
m3
1,250,000.00
12,500.00
Paku biasa 2"-5"
0.4000
Kg
15,000.00
6,000.00
Pelumas bekisting
0.2000
Lt
10,000.00
2,000.00
Balok Kayu borneo (2x pakai)
0.0075
m3
2,750,000.00
10,312.50
Multiplek 9 mm (2x pakai)
0.1750
m2
105,000.00
9,187.50
Dolken 8-10 cm (2x pakai)
1.0000
btg
17,500.00
8,750.00 Jumlah Bahan
Pekerja
0.6600
Org
37,500.00
24,750.00
Tukang kayu
0.3300
Org
50,000.00
16,500.00
Kepala Tukang
0.0330
Org
55,000.00
1,815.00
Mandor
0.0330
Org
57,500.00
48,750.00
1,897.50 Jumlah upah
44,962.50
Jumlah Total
93,712.50
Keuntungan max. 10%
9,371.25
Total
103,083.75
27 1 M2 PASANGAN BEKISTING DENGAN PAPAN UNTUK KOLOM PRAKTIS & BALOK LINTEL Kayu kelas III (2x pakai)
0.0200
m3
1,250,000.00
15,000.00
paku biasa 2"-5"
0.3000
Kg
15,000.00
4,500.00
pelumas bekisting
0.1000
Lt
10,000.00
1,000.00 Jumlah Bahan
Pekerja
0.5200
Org
37,500.00
19,500.00
Tukang kayu
0.2600
Org
50,000.00
13,000.00
Kepala Tukang
0.0260
Org
55,000.00
1,430.00
Mandor
0.0260
Org
57,500.00
20,500.00
1,495.00 Jumlah upah
35,425.00
Jumlah Total
55,925.00
Keuntungan max. 10%
5,592.50
Total
61,517.50
28 1 M2 PASANGAN BEKISTING DENGAN PAPAN UNTUK BALOK Kayu kelas III (2x pakai)
0.0200
m3
1,250,000.00
12,500.00
Paku biasa 2"-5"
0.4000
Kg
15,000.00
6,000.00
Pelumas bekisting
0.2000
Lt
10,000.00
2,000.00
Balok Kayu borneo (2x pakai)
0.0090
m3
2,750,000.00
12,375.00
Multiplek 9 mm (2x pakai)
0.1750
m2
105,000.00
9,187.50
Dolken 8-10 cm (2x pakai)
1.0000
btg
17,500.00
8,750.00 Jumlah Bahan
50,812.50
A
B
C
D
E
F
G
Pekerja
0.6600
Org
37,500.00
24,750.00
Tukang kayu
0.3300
Org
50,000.00
16,500.00
Kepala Tukang
0.0330
Org
55,000.00
1,815.00
Mandor
0.0330
Org
57,500.00
1,897.50 Jumlah upah
44,962.50
Jumlah Total
95,775.00
Keuntungan max. 10%
9,577.50
Total
105,352.50
29 1 M2 PASANGAN BEKISTING UNTUK PLAT LANTAI Kayu kelas III (2x pakai)
0.0200
m3
1,250,000.00
12,500.00
Paku biasa 2"-5"
0.4000
Kg
15,000.00
6,000.00
Pelumas bekisting
0.2000
Lt
10,000.00
2,000.00
Balok Kayu borneo (2x pakai)
0.0075
m3
2,750,000.00
10,312.50
Multiplek 9 mm (2x pakai)
0.1750
m2
105,000.00
9,187.50
Dolken 8-10 cm (2x pakai)
3.0000
btg
17,500.00
26,250.00
Pekerja
0.6600
Org
37,500.00
24,750.00
Tukang kayu
0.3300
Org
50,000.00
16,500.00
Kepala Tukang
0.0330
Org
55,000.00
1,815.00
Mandor
0.0330
Org
57,500.00
Jumlah Bahan
66,250.00
1,897.50 Jumlah upah
44,962.50
Jumlah Total
111,212.50
Keuntungan max. 10%
11,121.25
Total
122,333.75
30 1 M2 PASANGAN BEKISTING UNTUK DINDING Kayu kelas III (2x pakai)
0.0150
m3
1,250,000.00
18,750.00
Paku biasa 2"-5"
0.4000
Kg
15,000.00
6,000.00
Pelumas bekisting
0.2000
Lt
10,000.00
2,000.00
Balok Kayu borneo (2x pakai)
0.0100
m3
2,750,000.00
27,500.00
Multiplek 9 mm (2x pakai)
0.1750
m2
105,000.00
18,375.00
Dolken 8-10 cm (2x pakai)
1.5000
btg
17,500.00
26,250.00
Formite/penjaga jarak Bekisting/spacer
4.0000
bh
5,000.00
20,000.00 Jumlah Bahan
Pekerja
0.6600
Org
37,500.00
24,750.00
Tukang kayu
0.3300
Org
50,000.00
16,500.00
Kepala Tukang
0.0330
Org
55,000.00
1,815.00
Mandor
0.0330
Org
57,500.00
118,875.00
1,897.50 Jumlah upah
44,962.50
Jumlah Total
163,837.50
Keuntungan max. 10%
16,383.75
Total
180,221.25
31 1 M2 PASANGAN BEKISTING UNTUK PLAT BETON TANGGA Kayu kelas III (2x pakai)
0.0150
m3
1,250,000.00
18,750.00
Paku biasa 2"-5"
0.4000
Kg
15,000.00
6,000.00
Pelumas bekisting
0.1500
Lt
10,000.00
1,500.00
Balok Kayu borneo (2x pakai)
0.0075
m3
2,750,000.00
20,625.00
Multiplek 9 mm (2x pakai)
0.1750
m2
105,000.00
18,375.00
Dolken 8-10 cm (2x pakai)
1.0000
btg
17,500.00
17,500.00 Jumlah Bahan
Pekerja
0.6600
Org
37,500.00
24,750.00
Tukang kayu
0.3300
Org
50,000.00
16,500.00
Kepala Tukang
0.0330
Org
55,000.00
1,815.00
Mandor
0.0330
Org
57,500.00
1,897.50 Jumlah upah
44,962.50
Jumlah Total
127,712.50
Keuntungan max. 10%
12,771.25
Total
140,483.75
32 1 M3 PEKERJAAN KOLOM PRAKTIS 15/15 Cor beton K-175
1.0000
m3
637,782.74
82,750.00
637,782.74
A
B Besi Beton U-24 & U-39 Bekisting
C
D
E
F
164.6944
kg
8,684.00
13.3333
m2
55,925.00
G
1,430,206.56 745,666.67 Jumlah total
2,813,655.96
Keuntungan max. 10%
281,365.60
Total
3,095,021.56
33 1 M3 PEKERJAAN BALOK LINTEL 12/15 Cor beton K-175 Besi Beton U-24 & U-39 Bekisting
1.0000
m3
637,782.74
637,782.74
187.1528
kg
8,684.00
1,625,234.72
23.3333
m2
55,925.00
1,304,916.67 Jumlah total
3,567,934.13
Keuntungan max. 10%
356,793.41
Total
3,924,727.54
34 1 M3 PEKERJAAN MEJA BETON TBL. 10 CM Cor beton K-175
1.0000
m3
637,782.74
Besi Beton U-24 & U-39
57.9333
kg
8,684.00
637,782.74 503,093.07
Bekisting
10.0000
m2
122,333.75
1,223,337.50 Jumlah total
2,364,213.30
Keuntungan max. 10%
236,421.33
Total
2,600,634.64
35 1 M2 PAS. LANTAI KERAMIK 60/60 Keramik 60/60 KW 1
1.0100
dus
115,000.00
116,150.00
Pasir pasang
0.0215
m3
110,000.00
2,365.00
Semen
8.0000
kg
1,100.00
8,800.00
Semen Warna
0.9000
kg
6,000.00
5,400.00 Jumlah bahan
Pekerja
0.3750
Org
37,500.00
14,062.50
Tukang Batu
0.1875
Org
50,000.00
9,375.00
Kepala Tukang
0.0450
Org
55,000.00
2,475.00
Mandor
0.0188
Org
57,500.00
132,715.00
1,081.00 Jumlah upah
26,993.50
Jumlah total
159,708.50
Keuntungan max. 10%
15,970.85
Total
175,679.35
36 1 M2 PAS. LANTAI KERAMIK 30/30 Keramik 60/60 KW 1
1.0100
dus
50,000.00
50,500.00
Pasir pasang
0.0215
m3
110,000.00
2,365.00
Semen
8.0000
kg
1,100.00
8,800.00
Semen Warna
0.9000
kg
6,000.00
5,400.00 Jumlah bahan
Pekerja
0.3750
Org
37,500.00
14,062.50
Tukang Batu
0.1875
Org
50,000.00
9,375.00
Kepala Tukang
0.0450
Org
55,000.00
2,475.00
Mandor
0.0188
Org
57,500.00
67,065.00
1,081.00 Jumlah upah
26,993.50
Jumlah total
94,058.50
Keuntungan max. 10%
9,405.85
Total
103,464.35
37 1 M2 PAS. LANTAI KERAMIK 20/20 UNPOLISHED Keramik 20/20 KW 1
1.0100
dus
55,000.00
55,550.00
Pasir pasang
0.0215
m3
110,000.00
2,365.00
Semen
8.0000
kg
1,100.00
8,800.00
Semen Warna
0.9000
kg
6,000.00
5,400.00 Jumlah bahan
72,115.00
A
B
C
D
E
F
G
Pekerja
0.3750
Org
37,500.00
14,062.50
Tukang Batu
0.1875
Org
50,000.00
9,375.00
Kepala Tukang
0.0450
Org
55,000.00
2,475.00
Mandor
0.0188
Org
57,500.00
1,081.00 Jumlah upah
26,993.50
Jumlah total
99,108.50
Keuntungan max. 10%
9,910.85
Total
109,019.35
38 1 M2 PAS. DINDING KERAMIK 20/25 POLISHED Keramik 20/25 KW 1
1.0100
dus
60,000.00
60,600.00
Pasir pasang
0.0180
m3
110,000.00
1,980.00
Semen
8.0000
kg
1,100.00
8,800.00
Semen Warna
1.9400
kg
6,000.00
11,640.00
Pekerja
0.3750
Org
37,500.00
14,062.50
Tukang Batu
0.1875
Org
50,000.00
9,375.00
Kepala Tukang
0.0450
Org
55,000.00
2,475.00
Mandor
0.0188
Org
57,500.00
Jumlah bahan
83,020.00
1,081.00 Jumlah upah
26,993.50
Jumlah total
110,013.50
Keuntungan max. 10%
11,001.35
Total
121,014.85
39 1 M2 PAS. PLINT KERAMIK 10/60 Plint / border keramik 10/60
2.0000
bh
11,500.00
Pasir pasang
0.0030
m3
110,000.00
23,000.00 330.00
Semen
1.1400
kg
1,100.00
1,254.00
Semen Warna
0.1000
kg
6,000.00
600.00 Jumlah bahan
Pekerja
0.0900
Org
37,500.00
3,375.00
Tukang Batu
0.0900
Org
50,000.00
4,500.00
Kepala Tukang
0.0090
Org
55,000.00
495.00
Mandor
0.0050
Org
57,500.00
25,184.00
287.50 Jumlah upah
8,657.50
Jumlah total
33,841.50
Keuntungan max. 10%
3,384.15
Total
37,225.65
40 1 M2 RANGKA LANGIT-LANGIT BESI HOLLOW Hollow 4/4 Zincromate
1.0000
Btg
42,000.00
Assesories (penggantung dll)
1.0000
ls
5,000.00
42,000.00 5,000.00 Jumlah bahan
Pekerja
0.1000
Org
37,500.00
3,750.00
Tukang Kayu
0.1000
Org
50,000.00
5,000.00
Kepala Tukang
0.0100
Org
55,000.00
550.00
Mandor
0.0100
Org
57,500.00
47,000.00
575.00 Jumlah upah
9,875.00
Jumlah total
56,875.00
Keuntungan max. 10%
5,687.50
Total
62,562.50
41 1 M2 PENUTUP LANGIT-LANGIT GYPSUM BOARD, TEBAL 9 mm Gypsum board ( 120 x 240 x 9 ) mm
0.3640
Lbr
65,000.00
23,660.00
Paku sekrup
0.1100
kg
20,000.00
2,200.00
Cotton plaster
0.0720
Bh
12,500.00
900.00
Compoun
0.1250
Zak
27,500.00
3,437.50 Jumlah bahan
30,197.50
A
B
C
D
E
F
G
Pekerja
0.1000
Org
37,500.00
3,750.00
Tukang Kayu
0.0500
Org
50,000.00
2,500.00
Kepala Tukang
0.0050
Org
55,000.00
275.00
Mandor
0.0050
Org
57,500.00
287.50 Jumlah upah
6,812.50
Jumlah total
37,010.00
Keuntungan max. 10%
3,701.00
Total
40,711.00
42 1 M2 LANGIT-LANGIT CALSI BOARD, TEBAL 3.5 mm Calsi board ( 120 x 240 x 3.5 ) mm
0.3640
Lbr
60,000.00
21,840.00
Paku sekrup
0.1100
kg
20,000.00
2,200.00
Cotton plaster
0.0720
Bh
12,500.00
900.00
Compoun
0.1250
Zak
27,500.00
3,437.50
Pekerja
0.1000
Org
37,500.00
3,750.00
Tukang Kayu
0.0500
Org
50,000.00
2,500.00
Kepala Tukang
0.0050
Org
55,000.00
275.00
Mandor
0.0050
Org
57,500.00
Jumlah bahan
28,377.50
287.50 Jumlah upah
6,812.50
Jumlah total
35,190.00
Keuntungan max. 10%
3,519.00
Total
38,709.00
PEKERJAAN PENGECATAN : 43 1 M2 PEKERJAAN CAT TEMBOK (3 x ) INTERIOR ex. ICI Plamir tembok
0.1000
Kg
12,000.00
Cat dasar
0.1000
Kg
45,000.00
1,200.00 4,500.00
Cat penutup
0.2600
Kg
45,000.00
11,700.00
Rol cat
0.0100
bh
25,000.00
250.00
Alat bantu
0.0450
lot
17,650.00
794.25 Jumlah bahan
Pekerja
0.0200
Org
37,500.00
750.00
Tukang Cat
0.0630
Org
50,000.00
3,150.00
Kepala Tukang
0.0063
Org
55,000.00
346.50
Mandor
0.0025
Org
57,500.00
18,444.25
143.75 Jumlah upah
4,390.25
Jumlah total
22,834.50
Keuntungan max. 10%
2,283.45
Total
25,117.95
44 1 M2 PEKERJAAN CAT TEMBOK (3 x ) EXTERIOR ex. ICI Cat dasar
0.1500
Kg
50,000.00
7,500.00
Cat tembok ex. ICI
0.2600
Kg
50,000.00
13,000.00
Rol cat
0.0100
bh
25,000.00
250.00
Alat bantu
0.0450
lot
20,750.00
933.75 Jumlah bahan
Pekerja
0.0200
Org
37,500.00
750.00
Tukang Cat
0.0630
Org
50,000.00
3,150.00
Kepala Tukang
0.0063
Org
55,000.00
346.50
Mandor
0.0025
Org
57,500.00
21,683.75
143.75 Jumlah upah
4,390.25
Jumlah total
26,074.00
Keuntungan max. 10%
2,607.40
Total
28,681.40
A
B
C
D
E
F
G
45 1 M2 PEKERJAAN CAT TEMBOK (3 x ) INTERIOR ex. Vinilex Plamir tembok
0.1000
Kg
12,000.00
1,200.00
Cat dasar
0.1000
Kg
20,000.00
2,000.00
Cat penutup
0.2600
Kg
20,000.00
5,200.00
Rol cat
0.0100
bh
25,000.00
250.00
Alat bantu
0.0450
lot
8,650.00
389.25 Jumlah bahan
Pekerja
0.0200
Org
37,500.00
750.00
Tukang Cat
0.0630
Org
50,000.00
3,150.00
Kepala Tukang
0.0063
Org
55,000.00
346.50
Mandor
0.0025
Org
57,500.00
9,039.25
143.75 Jumlah upah
4,390.25
Jumlah total
13,429.50
Keuntungan max. 10%
1,342.95
Total
14,772.45
46 1 M2 PEKERJAAN CAT KAYU Dempul kayu
0.0830
Kg
17,500.00
1,452.50
Meni kayu
0.1670
Kg
15,000.00
2,505.00
Cat kayu Sek SEIV
0.2000
Kg
35,000.00
7,000.00
Minyak cat
0.1500
Kg
15,000.00
2,250.00
Ampelas
0.4000
lbr
3,000.00
1,200.00
Kuas 1,5 - 3 "
0.0500
bh
8,500.00
425.00 Jumlah bahan
Pekerja
0.1000
Org
37,500.00
3,750.00
Tukang Cat
0.1500
Org
50,000.00
7,500.00
Kepala Tukang
0.0100
Org
55,000.00
550.00
Mandor
0.0100
Org
57,500.00
14,832.50
575.00 Jumlah upah
12,375.00
Jumlah total
27,207.50
Keuntungan max. 10%
2,720.75
Total
29,928.25
47 1 M1 LIST PROFIL GYPSUM FINISH CAT List profil gypsum
1.0000
m1
10,000.00
10,000.00
Lem, dempul dll
1.0000
ls
1,500.00
1,500.00
Cat tembok ex. Vinilex
0.1250
m2
13,429.50
1,678.69 Jumlah bahan
Pekerja
0.0500
org
37,500.00
1,875.00
Tukang Kayu
0.0500
org
50,000.00
2,500.00
Kepala Tukang
0.0050
org
55,000.00
275.00
Mandor
0.0030
org
57,500.00
13,178.69
172.50 Jumlah upah
4,822.50
Jumlah total
18,001.19
Keuntungan max. 10%
1,800.12
Total
19,801.31
48 1 M1 LIST PROFIL KAYU FINISH CAT List profil kayu
1.0000
m1
10,000.00
Paku
1.0000
ls
700.00
10,000.00 700.00
Cat kayu ex. SEIV
0.0500
m2
27,207.50
1,360.38
Pekerja
0.0500
org
37,500.00
1,875.00
Tukang Kayu
0.0500
org
50,000.00
2,500.00
Kepala Tukang
0.0050
org
55,000.00
275.00
Mandor
0.0030
org
57,500.00
Jumlah bahan
PEKERJAAN DAUN PINTU/JENDELA & ASSESORIES 1 1 M' PEKERJAAN KUSEN ALUMINIUM
12,060.38
172.50 Jumlah upah
4,822.50
Jumlah total
16,882.88
Keuntungan max. 10%
1,688.29
Total
18,571.16
A
B
C
D
E
F
G
Kusen Aluminium anodized silver 3"
1.1000
M'
55,000.00
Skruf Fixer
2.0000
Bh
250.00
60,500.00 500.00
Sealent
0.0600
Tube
45,000.00
2,700.00
Pekerja
0.0430
Oh
37,500.00
1,612.50
Tukang Besi / Aluminium
0.0430
Oh
50,000.00
2,150.00
Kepala Tukang Besi / Aluminium
0.0043
Oh
55,000.00
236.50
Mandor
0.0021
Oh
57,500.00
Jumlah bahan
63,700.00
120.75 Jumlah upah
4,119.75
Jumlah total
67,819.75
Keuntungan max. 10%
6,781.98
Total
74,601.73
2 1 M3 PEKERJAAN KUSEN KAYU KAMPER SAMARINDA Kayu Kamper Samarinda
1.1000
M3
7,500,000.00
8,250,000.00
Paku
1.2500
kg
15,000.00
18,750.00
Lem kayu (fox)
1.0000
kg
15,000.00
15,000.00 Jumlah bahan
Pekerja Tukang Kayu
7.0000
Oh
37,500.00
262,500.00
21.0000
Oh
50,000.00
1,050,000.00
Kepala Tukang Kayu
2.0000
Oh
55,000.00
110,000.00
Mandor
0.3000
Oh
57,500.00
8,283,750.00
17,250.00 Jumlah upah
1,439,750.00
Jumlah total
9,723,500.00
Keuntungan max. 10%
972,350.00
Total
10,695,850.00
3 1 BUAH DAUN PINTU ALUMINIUM TYPE P1, P2, PJ1, PJ2 Uk. 200x80 cm Frame daun Pintu aluminium
7.2000
m'
125,000.00
900,000.00 Jumlah bahan
Pekerja
0.5000
Org
37,500.00
18,750.00
Tukang Besi / Aluminium
0.2500
Org
50,000.00
12,500.00
Kepala Tukang Besi / Aluminium
0.0400
Org
55,000.00
2,200.00
Mandor
0.0250
Org
57,500.00
900,000.00
1,437.50 Jumlah upah
34,887.50
Jumlah total
934,887.50
Keuntungan max. 10%
93,488.75
Total
1,028,376.25
4 1 BUAH DAUN PINTU ALUMINIUM TYPE P3 Uk. 200x70 cm Frame daun Pintu aluminium
6.8000
m3
125,000.00
850,000.00
Multiplek 9 mm
1.0000
lbr
105,000.00
105,000.00
Teakwood 4 mm
1.0000
lbr
105,000.00
105,000.00
Formika uk. Pintu
1.0000
lbr
85,000.00
85,000.00
Lem kayu fox
0.8000
kg
15,000.00
12,000.00 Jumlah bahan
Pekerja
0.5000
Org
37,500.00
18,750.00
Tukang Besi / Aluminium
0.2500
Org
50,000.00
12,500.00
Kepala Tukang Besi / Aluminium
0.0400
Org
55,000.00
2,200.00
Mandor
0.0250
Org
57,500.00
1,157,000.00
1,437.50 Jumlah upah
34,887.50
Jumlah total
1,191,887.50
Keuntungan max. 10%
119,188.75
Total
1,311,076.25
5 1 BUAH DAUN JENDELA KACA UK. 50x40 CM TYPE BV1, BV2, BV4 Frame daun Jendela aluminium
1.8000
m'
120,000.00
216,000.00 Jumlah bahan
216,000.00
A
B
C
D
E
F
G
Pekerja
0.5000
Org
37,500.00
18,750.00
Tukang Besi / Aluminium
0.2500
Org
50,000.00
12,500.00
Kepala Tukang Besi / Aluminium
0.0400
Org
55,000.00
2,200.00
Mandor
0.0250
Org
57,500.00
1,437.50 Jumlah upah
34,887.50
Jumlah total
250,887.50
Keuntungan max. 10%
25,088.75
Total
275,976.25
6 1 BUAH DAUN JENDELA KACA UK. 45x40 CM TYPE BV3, BV4, PJ1 Frame daun Jendela aluminium
1.7000
m'
120,000.00
204,000.00 Jumlah bahan
Pekerja
0.5000
Org
37,500.00
18,750.00
Tukang Besi / Aluminium
0.2500
Org
50,000.00
12,500.00
Kepala Tukang Besi / Aluminium
0.0400
Org
55,000.00
2,200.00
Mandor
0.0250
Org
57,500.00
204,000.00
1,437.50 Jumlah upah
34,887.50
Jumlah total
238,887.50
Keuntungan max. 10%
23,888.75
Total
262,776.25
7 1 BUAH DAUN JENDELA KACA UK. 45x100 CM TYPE PJ1 Frame daun Jendela aluminium
2.9000
m'
120,000.00
348,000.00 Jumlah bahan
Pekerja
0.5000
Org
37,500.00
18,750.00
Tukang Besi / Aluminium
0.2500
Org
50,000.00
12,500.00
Kepala Tukang Besi / Aluminium
0.0400
Org
55,000.00
2,200.00
Mandor
0.0250
Org
57,500.00
348,000.00
1,437.50 Jumlah upah
34,887.50
Jumlah total
382,887.50
Keuntungan max. 10%
38,288.75
Total
421,176.25
8 1 BUAH DAUN JENDELA KACA UK. 60x40 CM TYPE PJ2, J1, J2 Frame daun Jendela aluminium
2.0000
m'
120,000.00
240,000.00 Jumlah bahan
Pekerja
0.5000
Org
37,500.00
18,750.00
Tukang Besi / Aluminium
0.2500
Org
50,000.00
12,500.00
Kepala Tukang Besi / Aluminium
0.0400
Org
55,000.00
2,200.00
Mandor
0.0250
Org
57,500.00
240,000.00
1,437.50 Jumlah upah
34,887.50
Jumlah total
274,887.50
Keuntungan max. 10%
27,488.75
Total
302,376.25
9 1 BUAH DAUN JENDELA KACA UK. 60x100 CM TYPE PJ2, J1, J2 Frame daun Jendela aluminium
3.2000
m'
120,000.00
384,000.00 Jumlah bahan
Pekerja
0.5000
Org
37,500.00
18,750.00
Tukang Besi / Aluminium
0.2500
Org
50,000.00
12,500.00
Kepala Tukang Besi / Aluminium
0.0400
Org
55,000.00
2,200.00
Mandor
0.0250
Org
57,500.00
384,000.00
1,437.50 Jumlah upah
34,887.50
Jumlah total
418,887.50
Keuntungan max. 10%
41,888.75
Total
460,776.25
10 1 BUAH DAUN JENDELA KACA UK. 65x170 CM TYPE J6 Frame daun Jendela aluminium
4.7000
m'
120,000.00
564,000.00 Jumlah bahan
564,000.00
A
B
C
D
E
F
G
Pekerja
0.5000
Org
37,500.00
18,750.00
Tukang Besi / Aluminium
0.2500
Org
50,000.00
12,500.00
Kepala Tukang Besi / Aluminium
0.0400
Org
55,000.00
2,200.00
Mandor
0.0250
Org
57,500.00
1,437.50 Jumlah upah
34,887.50
Jumlah total
598,887.50
Keuntungan max. 10%
59,888.75
Total
658,776.25
11 1 M2 KACA POLOS TBL. 5 MM Kaca polos tbl. 5 mm
1.1000
m2
80,000.00
88,000.00 Jumlah bahan
Pekerja
0.0150
Org
37,500.00
562.50
Tukang Kayu
0.1500
Org
50,000.00
7,500.00
Kepala Tukang
0.0150
Org
55,000.00
825.00
Mandor
0.0008
Org
57,500.00
88,000.00
46.00 Jumlah upah
8,933.50
Jumlah total
96,933.50
Keuntungan max. 10%
9,693.35
Total
106,626.85
12 1 M2 KACA ES TBL. 5 MM Kaca es tbl. 5 mm
1.1000
m2
80,000.00
88,000.00 Jumlah bahan
Pekerja
0.0150
Org
37,500.00
562.50
Tukang Kayu
0.1500
Org
50,000.00
7,500.00
Kepala Tukang
0.0150
Org
55,000.00
825.00
Mandor
0.0008
Org
57,500.00
88,000.00
46.00 Jumlah upah
8,933.50
Jumlah total
96,933.50
Keuntungan max. 10%
9,693.35
Total
106,626.85
13 PASANG 1 BUAH CYLINDER LOCK + LOCKCASE Cylinder lock + lockcase
1.0000
bh
150,000.00
150,000.00 Jumlah bahan
Pekerja
0.0500
Org
37,500.00
1,875.00
Tukang Kayu
0.5000
Org
50,000.00
25,000.00
Kepala Tukang
0.0500
Org
55,000.00
2,750.00
Mandor
0.0025
Org
57,500.00
150,000.00
143.75 Jumlah upah
29,768.75
Jumlah total
179,768.75
Keuntungan max. 10%
17,976.88
Total
197,745.63
14 PASANG 1 PASANG PULL HANDLE Pull handle t. 20 cm
1.0000
psg
200,000.00
200,000.00 Jumlah bahan
Pekerja
0.0500
Org
37,500.00
1,875.00
Tukang Kayu
0.5000
Org
50,000.00
25,000.00
Kepala Tukang
0.0500
Org
55,000.00
2,750.00
Mandor
0.0025
Org
57,500.00
200,000.00
143.75 Jumlah upah
29,768.75
Jumlah total
229,768.75
Keuntungan max. 10%
22,976.88
Total
252,745.63
15 PASANG 1 PASANG LEVER HANDLE Pull handle
1.0000
psg
150,000.00
150,000.00 Jumlah bahan
150,000.00
A
B
C
D
E
F
G
Pekerja
0.0500
Org
37,500.00
1,875.00
Tukang Kayu
0.5000
Org
50,000.00
25,000.00
Kepala Tukang
0.0500
Org
55,000.00
2,750.00
Mandor
0.0025
Org
57,500.00
143.75 Jumlah upah
29,768.75
Jumlah total
179,768.75
Keuntungan max. 10%
17,976.88
Total
197,745.63
16 PASANG 1 BUAH ENGSEL PINTU KUPU-KUPU Engsel pintu kupu-kupu 4"
1.0000
bh
30,000.00
30,000.00 Jumlah bahan
Pekerja
0.0150
Org
37,500.00
562.50
Tukang Kayu
0.1500
Org
50,000.00
7,500.00
Kepala Tukang
0.0150
Org
55,000.00
825.00
Mandor
0.0015
Org
57,500.00
30,000.00
86.25 Jumlah upah
8,973.75
Jumlah total
38,973.75
Keuntungan max. 10%
3,897.38
Total
42,871.13
17 PASANG 1 BUAH DOOR CLOSER Door closer
1.0000
bh
250,000.00
250,000.00 Jumlah bahan
Pekerja
0.0150
Org
37,500.00
562.50
Tukang Kayu
0.1500
Org
50,000.00
7,500.00
Kepala Tukang
0.0150
Org
55,000.00
825.00
Mandor
0.0015
Org
57,500.00
250,000.00
86.25 Jumlah upah
8,973.75
Jumlah total
258,973.75
Keuntungan max. 10%
25,897.38
Total
284,871.13
18 1 M' PASANG REL JENDELA ALUMINIUM Rel jendela Aluminium atas bawah
1.0000
m'
30,000.00
30,000.00 Jumlah bahan
Pekerja
0.0200
Org
37,500.00
750.00
Tukang Kayu
0.2000
Org
50,000.00
10,000.00
Kepala Tukang
0.0200
Org
55,000.00
1,100.00
Mandor
0.0020
Org
57,500.00
30,000.00
115.00 Jumlah upah
11,965.00
Jumlah total
41,965.00
Keuntungan max. 10%
4,196.50
Total
46,161.50
19 PASANG 1 BUAH SLOOT JENDELA Sloot Jendela
1.0000
bh
15,000.00
15,000.00 Jumlah bahan
Pekerja
0.0100
Org
37,500.00
375.00
Tukang Kayu
0.1000
Org
50,000.00
5,000.00
Kepala Tukang
0.0100
Org
55,000.00
550.00
Mandor
0.0010
Org
57,500.00
15,000.00
57.50 Jumlah upah
5,982.50
Jumlah total
20,982.50
Keuntungan max. 10%
2,098.25
Total
23,080.75
20 PASANG 1 BUAH ESPANGNOLET (SLOOT TANAM DAUN PINTU) ATAS BAWAH Espangnolet (slot tanam daun pintu) atas bawah
1.0000
bh
85,000.00
85,000.00 Jumlah bahan
85,000.00
A
B
C
D
E
F
G
Pekerja
0.0200
Org
37,500.00
750.00
Tukang Kayu
0.2000
Org
50,000.00
10,000.00
Kepala Tukang
0.0200
Org
55,000.00
1,100.00
Mandor
0.0020
Org
57,500.00
115.00 Jumlah upah
11,965.00
Jumlah total
96,965.00
Keuntungan max. 10%
9,696.50
Total
106,661.50
21 1 UNIT PASANG KUSEN & DAUN PINTU TYPE P1 + BV1 LENGKAP ASSESORIES Kusen Aluminium 3"
10.3000
m'
74,601.73
768,397.77
Daun pintu aluminium type P1
2.0000
bh
1,028,376.25
2,056,752.50
Daun jendela aluminium uk. 50x40 cm type BV1
4.0000
bh
275,976.25
1,103,905.00
Pull handle t. 20 cm
2.0000
psg
252,745.63
505,491.25
Cylinder lock + lockcase
1.0000
bh
197,745.63
197,745.63
Engsel pintu kupu-kupu 4"
6.0000
bh
42,871.13
257,226.75
Espanolet (slot tanam pintu double)
1.0000
bh
106,661.50
106,661.50
Rel jendela Aluminium atas bawah
1.6000
m'
46,161.50
73,858.40
Sloot Jendela
4.0000
bh
23,080.75
92,323.00
Kaca polos tbl. 5 mm
1.4000
m2
106,626.85
149,277.59
Kaca Es tbl. 5 mm
1.8000
m2
106,626.85
191,928.33 Jumlah total
5,503,567.71
22 1 UNIT PASANG KUSEN & DAUN PINTU TYPE P2 + BV2 LENGKAP ASSESORIES Kusen Aluminium 3"
7.4000
m'
74,601.73
552,052.77
Daun pintu aluminium type P2
1.0000
bh
1,028,376.25
1,028,376.25
Daun jendela aluminium uk. 50x40 cm type BV2
2.0000
bh
275,976.25
551,952.50
Lever handle
1.0000
psg
197,745.63
197,745.63
Cylinder lock + lockcase
1.0000
bh
197,745.63
197,745.63
Engsel pintu kupu-kupu 4"
3.0000
bh
42,871.13
128,613.38
Rel jendela Aluminium atas bawah
0.8000
m'
46,161.50
36,929.20
Sloot Jendela
2.0000
bh
23,080.75
46,161.50
Kaca polos tbl. 5 mm
0.7000
m2
106,626.85
74,638.80
Kaca Es tbl. 5 mm
0.9000
m2
106,626.85
95,964.17 Jumlah total
2,910,179.80
23 1 UNIT PASANG KUSEN & DAUN PINTU TYPE P3 + BV3 LENGKAP ASSESORIES Kusen Aluminium 3"
7.1000
m'
74,601.73
529,672.25
Daun pintu aluminium type P3
1.0000
bh
1,311,076.25
1,311,076.25
Daun jendela aluminium uk. 45x40 cm type BV3
2.0000
bh
262,776.25
525,552.50
Lever handle
1.0000
psg
197,745.63
197,745.63
Cylinder lock + lockcase
1.0000
bh
197,745.63
197,745.63
Engsel pintu kupu-kupu 4"
3.0000
bh
42,871.13
128,613.38
Rel jendela Aluminium atas bawah
0.7000
m'
46,161.50
32,313.05
Sloot Jendela
2.0000
bh
23,080.75
46,161.50
Kaca polos tbl. 5 mm
0.3500
m2
106,626.85
37,319.40 Jumlah total
24 1 UNIT PASANG KUSEN & DAUN PINTU TYPE PJ1 + BV4 LENGKAP ASSESORIES Kusen Aluminium 3"
23.7000
m'
74,601.73
1,768,060.88
Daun pintu aluminium type PJ1
2.0000
bh
1,028,376.25
2,056,752.50
Daun jendela aluminium uk. 50x40 cm
4.0000
bh
275,976.25
1,103,905.00
Daun jendela aluminium uk. 45x40 cm
8.0000
bh
262,776.25
2,102,210.00
Daun jendela aluminium uk. 45x100 cm
4.0000
bh
421,176.25
1,684,705.00
Pull handle
2.0000
psg
252,745.63
505,491.25
Cylinder lock + lockcase
1.0000
bh
197,745.63
197,745.63
Engsel pintu kupu-kupu 4"
6.0000
bh
42,871.13
257,226.75
Rel jendela Aluminium atas bawah
5.8000
m'
46,161.50
267,736.70
16.0000
bh
23,080.75
369,292.00
1.0000
bh
106,661.50
106,661.50
Sloot Jendela Espanolet (slot tanam pintu double)
3,006,199.57
A
B
C
D
E
F 298,555.18
Kaca polos tbl. 5 mm
2.8000
m2
106,626.85
Kaca Es tbl. 5 mm
3.9000
m2
106,626.85
G
415,844.72 Jumlah total
11,134,187.10
25 1 UNIT PASANG KUSEN & DAUN PINTU TYPE PJ2 + BV8 LENGKAP ASSESORIES Kusen Aluminium 3"
44.3000
m'
74,601.73
3,304,856.42
2.0000
bh
1,028,376.25
2,056,752.50
Daun jendela aluminium uk. 60x40 cm
20.0000
bh
302,376.25
6,047,525.00
Daun jendela aluminium uk. 60x100 cm
8.0000
bh
460,776.25
3,686,210.00
Pull handle
2.0000
psg
252,745.63
505,491.25
Cylinder lock + lockcase
1.0000
bh
197,745.63
197,745.63
Engsel pintu kupu-kupu 4"
6.0000
bh
42,871.13
257,226.75
Rel jendela Aluminium atas bawah
13.6000
m'
46,161.50
627,796.40
Sloot Jendela
28.0000
bh
23,080.75
646,261.00
Espanolet (slot tanam pintu double)
1.0000
bh
106,661.50
106,661.50
Kaca polos tbl. 5 mm
9.4000
m2
106,626.85
1,002,292.39
Kaca Es tbl. 5 mm
3.8000
m2
106,626.85
Daun pintu aluminium type PJ2
405,182.03 Jumlah total
18,844,000.86
26 1 UNIT PASANG KUSEN DAUN JENDELA TYPE J1 + BV5 LENGKAP ASSESORIES Kusen Aluminium 3"
12.5000
m'
74,601.73
932,521.56
Daun jendela aluminium uk. 60x40 cm
4.0000
bh
302,376.25
1,209,505.00
Daun jendela aluminium uk. 60x100 cm
4.0000
bh
460,776.25
1,843,105.00
Rel jendela Aluminium atas bawah
4.0000
m'
46,161.50
184,646.00
Sloot Jendela
8.0000
bh
23,080.75
184,646.00
Kaca polos tbl. 5 mm
3.0000
m2
106,626.85
319,880.55 Jumlah total
4,674,304.11
27 1 UNIT PASANG KUSEN DAUN JENDELA TYPE J2 + BV6 LENGKAP ASSESORIES Kusen Aluminium 3"
7.0000
m'
74,601.73
522,212.08
Daun jendela aluminium uk. 60x40 cm
2.0000
bh
302,376.25
604,752.50
Daun jendela aluminium uk. 60x100 cm
2.0000
bh
460,776.25
921,552.50
Rel jendela Aluminium atas bawah
2.0000
m'
46,161.50
92,323.00
Sloot Jendela
4.0000
bh
23,080.75
92,323.00
Kaca polos tbl. 5 mm
1.5000
m2
106,626.85
159,940.28 Jumlah total
2,393,103.35
28 1 UNIT PASANG KUSEN DAUN JENDELA TYPE J3 + BV6A LENGKAP ASSESORIES Kusen Aluminium 3"
10.1920
m'
74,601.73
Kaca polos tbl. 5 mm
2.6970
m2
106,626.85
760,340.78 287,572.61 Jumlah total
1,047,913.40
29 1 UNIT PASANG KUSEN DAUN JENDELA TYPE J4 +BV6B LENGKAP ASSESORIES Kusen Aluminium 3"
8.3360
m'
74,601.73
Kaca polos tbl. 5 mm
2.0010
m2
106,626.85
621,879.98 213,360.33 Jumlah total
835,240.31
30 1 UNIT PASANG KUSEN DAUN JENDELA TYPE J5 LENGKAP ASSESORIES Kusen Aluminium 3"
5.0840
m'
74,601.73
Kaca polos tbl. 5 mm
1.3356
m2
106,626.85
379,275.17 142,410.82 Jumlah total
521,685.99
31 1 UNIT PASANG KUSEN DAUN JENDELA TYPE J6 +BV10 LENGKAP ASSESORIES Kusen Aluminium 3"
5.9200
m'
74,601.73
441,642.21
Daun jendela aluminium uk. 65x170 cm
2.0000
bh
658,776.25
1,317,552.50
Rel jendela Aluminium atas bawah
1.1600
m'
46,161.50
53,547.34
Sloot Jendela
2.0000
bh
23,080.75
46,161.50
Kaca polos tbl. 5 mm
2.0880
m2
106,626.85
222,636.86 Jumlah total
2,081,540.41
32 1 UNIT PASANG KUSEN DAUN JENDELA TYPE J7 LENGKAP ASSESORIES Kusen Aluminium 3"
7.2000
m'
74,601.73
Kaca polos tbl. 5 mm
1.8000
m2
106,626.85
537,132.42 191,928.33 Jumlah total
729,060.75
A
B
C
D
E
F
G
33 1 UNIT PASANG KUSEN DAUN PINTU TYPE PS1 LENGKAP ASSESORIES Kusen Aluminium 3"
5.4000
m'
74,601.73
402,849.32
Daun pintu aluminium uk. 80x150 cm
1.0000
bh
650,000.00
650,000.00
Rel jendela Aluminium atas bawah
0.8000
m'
46,161.50
36,929.20
Handle
1.0000
bh
85,000.00
85,000.00 Jumlah total
1,174,778.52
34 1 UNIT PASANG KUSEN DAUN JENDELA TYPE BV3 LENGKAP ASSESORIES Kusen Aluminium 3"
2.4000
m'
74,601.73
179,044.14
Daun jendela aluminium uk. 45x40 cm
2.0000
bh
262,776.25
525,552.50
Rel jendela Aluminium atas bawah
0.7000
m'
46,161.50
32,313.05
Sloot Jendela
2.0000
bh
23,080.75
46,161.50
Kaca polos tbl. 5 mm
0.3500
m2
106,626.85
37,319.40 Jumlah total
820,390.59
35 1 UNIT PASANG KUSEN DAUN JENDELA TYPE BV5 LENGKAP ASSESORIES Kusen Aluminium 3"
5.5000
m'
23,080.75
126,944.13
Daun jendela aluminium uk. 60x40 cm
4.0000
bh
302,376.25
1,209,505.00
Rel jendela Aluminium atas bawah
2.0000
m'
46,161.50
92,323.00
Sloot Jendela
4.0000
bh
23,080.75
92,323.00
Kaca polos tbl. 5 mm
1.0000
m2
106,626.85
106,626.85 Jumlah total
1,627,721.98
36 1 UNIT PASANG KUSEN DAUN JENDELA TYPE BV6A LENGKAP ASSESORIES Kusen Aluminium 3"
4.5960
m'
74,601.73
Kaca polos tbl. 5 mm
0.8990
m2
106,626.85
342,869.53 95,857.54 Jumlah total
438,727.07
37 1 UNIT PASANG KUSEN DAUN JENDELA TYPE BV6B LENGKAP ASSESORIES Kusen Aluminium 3"
3.6680
m'
74,601.73
Kaca polos tbl. 5 mm
0.6670
m2
106,626.85
273,639.13 71,120.11 Jumlah total
344,759.24
PEKERJAAN SANITASI 1 1 BUAH MEMASANG KLOSET DUDUK/MONOBLOK Kloset duduk/monoblok lkp. Assesories
1.0000
unit
1,450,000.00
1,450,000.00 Jumlah bahan
Pekerja
3.3000
Org
37,500.00
123,750.00
Tukang Batu
1.1000
Org
50,000.00
55,000.00
Kepala Tukang
0.0010
Org
55,000.00
55.00
Mandor
0.1600
Org
57,500.00
9,200.00
1,450,000.00
Jumlah upah
188,005.00
Jumlah total
1,638,005.00
Keuntungan max. 10%
163,800.50
Total
1,801,805.50
2 1 BUAH MEMASANG WASTAFEL MEJA Wastafel meja lkp. Assesories
1.0000
unit
1,250,000.00
1,250,000.00
Pasir pasang
0.0100
m3
110,000.00
1,100.00
Semen
6.0000
kg
1,100.00
6,600.00 Jumlah bahan
Pekerja
1.2000
Org
37,500.00
45,000.00
Tukang Batu
1.4500
Org
50,000.00
72,500.00
Kepala Tukang
0.1500
Org
55,000.00
8,250.00
Mandor
0.1000
Org
57,500.00
1,257,700.00
5,750.00 Jumlah upah
131,500.00
Jumlah total
1,389,200.00
Keuntungan max. 10%
138,920.00
Total
1,528,120.00
A
B
C
D
E
F
G
3 1 BUAH MEMASANG URINOIR Urinoir lkp. Assesories
1.0000
unit
1,500,000.00
1,500,000.00
Pasir pasang
0.0100
m3
110,000.00
1,100.00
Semen
6.0000
kg
1,100.00
6,600.00 Jumlah bahan
Pekerja
1.0000
Org
37,500.00
37,500.00
Tukang Batu
1.0000
Org
50,000.00
50,000.00
Kepala Tukang
0.1000
Org
55,000.00
5,500.00
Mandor
0.1000
Org
57,500.00
1,507,700.00
5,750.00 Jumlah upah
98,750.00
Jumlah total
1,606,450.00
Keuntungan max. 10%
160,645.00
Total
1,767,095.00
4 1 BUAH MEMASANG KITCHEN ZINK + KRAN LEHER ANGSA Kitchen zink stainless steel 1 lobang
1.0000
unit
450,000.00
450,000.00
Kran leher angsa
1.0000
bh
150,000.00
150,000.00
Pasir pasang
0.0100
m3
110,000.00
1,100.00
Semen
6.0000
kg
1,100.00
6,600.00 Jumlah bahan
Pekerja
1.0000
Org
37,500.00
37,500.00
Tukang Batu
1.0000
Org
50,000.00
50,000.00
Kepala Tukang
0.1000
Org
55,000.00
5,500.00
Mandor
0.1000
Org
57,500.00
607,700.00
5,750.00 Jumlah upah
98,750.00
Jumlah total
706,450.00
Keuntungan max. 10%
70,645.00
Total
777,095.00
5 1 BUAH FLOOR DRAIN Floor drain stainless steel
1.0000
bh
182,000.00
182,000.00 Jumlah bahan
Pekerja
0.0100
Org
37,500.00
375.00
Tukang Batu
0.1000
Org
50,000.00
5,000.00
Kepala Tukang
0.0100
Org
55,000.00
550.00
Mandor
0.0050
Org
57,500.00
182,000.00
287.50 Jumlah upah
6,212.50
Jumlah total
188,212.50
Keuntungan max. 10%
18,821.25
Total
207,033.75
6 1 BUAH KRAN DINDING DIA. 1/2" EX. TOTO Kran dinding dia. 1/2" ex. Toto
1.0000
bh
165,000.00
Seal tape
0.0200
bh
2,500.00
165,000.00 50.00 Jumlah bahan
Pekerja
0.0100
Org
37,500.00
375.00
Tukang Batu
0.1000
Org
50,000.00
5,000.00
Kepala Tukang
0.0100
Org
55,000.00
550.00
Mandor
0.0050
Org
57,500.00
165,050.00
287.50 Jumlah upah
6,212.50
Jumlah total
171,262.50
Keuntungan max. 10%
17,126.25
Total
188,388.75
7 1 BUAH JET WASHER EX. LOKAL Jet washer ex. Lokal
1.0000
bh
250,000.00
250,000.00 Jumlah bahan
250,000.00
A
B
C
D
E
F
G
Pekerja
0.0100
Org
37,500.00
375.00
Tukang Batu
0.1000
Org
50,000.00
5,000.00
Kepala Tukang
0.0100
Org
55,000.00
550.00
Mandor
0.0050
Org
57,500.00
287.50 Jumlah upah
6,212.50
Jumlah total
256,212.50
Keuntungan max. 10%
25,621.25
Total
281,833.75
8 1 BUAH HAND SHOWER EX. TOTO Hand shower ex. Toto
1.0000
bh
350,000.00
350,000.00 Jumlah bahan
Pekerja
0.0100
Org
37,500.00
375.00
Tukang Batu
0.1000
Org
50,000.00
5,000.00
Kepala Tukang
0.0100
Org
55,000.00
550.00
Mandor
0.0050
Org
57,500.00
350,000.00
287.50 Jumlah upah
6,212.50
Jumlah total
356,212.50
Keuntungan max. 10%
35,621.25
Total
391,833.75
9 1 BUAH TEMPAT SABUN Tempat sabun
1.0000
bh
45,000.00
45,000.00 Jumlah bahan
Pekerja
0.0100
Org
37,500.00
375.00
Tukang Batu
0.1000
Org
50,000.00
5,000.00
Kepala Tukang
0.0100
Org
55,000.00
550.00
Mandor
0.0050
Org
57,500.00
45,000.00
287.50 Jumlah upah
6,212.50
Jumlah total
51,212.50
Keuntungan max. 10%
5,121.25
Total
56,333.75
DAFTAR HARGA BAHAN No
NAMA BAHAN
SATUAN
A
B
C
A
HARGA SATUAN D
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19
BAHAN DASAR ALAM Pasir pasang Pasir beton I Pasir urug Tanah Merah Kerikil/split 2/3+3/4 rata2 Batu belah pondasi Bata merah Batu tempel Andesit PC abu (Semen) ex. Tiga Roda PC warna Beton Ready Mix K-225 Beton Ready Mix K-350 Kayu Kamper Samarinda Papan kayu Meranti Balok kayu Meranti Balok kayu Borneo MC Papan Albasiah Kayu hutan Dolken Kayu Ø 8-10 / 400 cm
m3 m3 m3 m3 m3 m3 bh m2 kg kg m3 m3 m3 m3 m3 m3 m3 m3 btg
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
110,000.00 150,000.00 80,000.00 30,000.00 150,000.00 110,000.00 400.00 165,000.00 1,100.00 6,000.00 650,000.00 775,000.00 7,500,000.00 2,750,000.00 2,750,000.00 2,750,000.00 750,000.00 1,250,000.00 17,500.00
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18
BAHAN BESI, ALUMUNIUM & BETON Besi beton, rata2 U-24 (Polos) Besi beton, rata2 U-39 (Ulir) Besi profil/siku Besi baja IWF Kawat beton Kawat las Wiremesh M6 Bondeks tbl. 0.8 mm Besi hollow 4/4 Besi hollow 2/4 Paku kaso Paku reng, list, triplek dll Kusen Alumunium anodized silver 3" ex. Alexindo Frame daun Pintu aluminium Frame daun jendela aluminium Skrup/fixer Sealent Wiremesh M7
kg kg kg kg kg kg m2 m2 btg btg kg kg m' m' m' bh tube m2
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
7,400.00 7,600.00 8,500.00 9,000.00 16,000.00 25,000.00 55,000.00 145,000.00 42,000.00 36,000.00 15,000.00 17,000.00 55,000.00 125,000.00 120,000.00 250.00 45,000.00 55,000.00
BAHAN SANITAIR DAN LANTAI : Keramik 60/60 ex. Roman Keramik lantai polos 30/30 ex. ROMAN Keramik lantai corak 20/20 Unpolished sek. ROMAN Keramik Dinding 20/20 & 20/25 ex. ROMAN Marmer alam ex. DN Border Granit tile 20/60 ex. Niro Plint Keramik 10/60 ex. Roman Plint Keramik 10/20 ex. ROMAN Kloset duduk lkp. Assesories type ex. Toto
m2 m2 m2 m2 m2 bh bh bh unit
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
115,000.00 50,000.00 55,000.00 60,000.00 750,000.00 25,000.00 11,500.00 5,000.00 1,450,000.00
B
C 1 2 3 4 5 6 7 8 9
A
B
C
D
10 11 12 13 14 15 16 17 18 19
Wastafel Meja lkp. Assesories Urinoir lkp. Assesories Jet washer ex. Lokal Hand shower ex. Toto Kran dinding dia. 1/2" ex. Toto Floor drain stainless steel ex. Toto Tempat sabun keramik Kitchen zink stainless steel 1 lobang Kran leher angsa ex. Lokal Roof Drain besi
unit unit bh bh bh bh bh bh bh bh
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
1,250,000.00 1,500,000.00 250,000.00 350,000.00 165,000.00 182,000.00 45,000.00 450,000.00 150,000.00 75,000.00
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
BAHAN FINISHING/CAT Cat tembok ex. Vinilex Cat tembok interior ex. ICI Cat tembok exterior ex. ICI Cat kayu ex. Seiv Cat besi ex. Seiv Wood filler Ultran Sanding sealer Melamik Minyak cat Thinner Residu/Solignum Plincote Dempul kayu cap kucing Meni kayu/besi Plamuur tembok Pelumas bekisting Finishing melamik terpasang (pintu & jendela) Finishing melamik terpasang (kusen)
kg kg kg kg kg kg lt lt lt kg kg kg kg kg lt m2 m'
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
20,000.00 45,000.00 50,000.00 35,000.00 35,000.00 25,000.00 50,000.00 55,000.00 15,000.00 7,000.00 25,000.00 17,500.00 15,000.00 12,000.00 10,000.00 125,000.00 35,000.00
1 2 3 4 5 6 7 8 9 10 11 12 13
KUNCI DAN ALAT PENGGANTUNG Pull Handle t. 20 cm Lever handle Cylinder Lock + Lockcase Door Closer Engsel pintu kupu-kupu 4" Engsel pintu kupu-kupu 3" Engsel castment Sloot Jendela Espangnolet (slot tanam daun pintu) Rel Jendela Aluminium atas bawah Kaca Polos tbl. 5 mm Kaca Polos tbl. 5 mm Kaca patri lis kuningan terpasang
psg psg unit bh bh bh psg bh bh m' m2 m2 m2
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
200,000.00 150,000.00 150,000.00 250,000.00 30,000.00 27,500.00 75,000.00 15,000.00 85,000.00 30,000.00 80,000.00 80,000.00 1,750,000.00
ALAT-ALAT LISTRIK Instalasi Penerangan Instalasi Stop Kontak Instalasi Listrik AC, NYM 3x2.5 mm2 Outlet AC Saklar tunggal Saklar double Stop kontak Lampu TL 32 w tutup kotak Lampu downlight PL 14 watt Lampu TL 1x18 watt
ttk ttk ttk bh ttk ttk ttk bh bh bh
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
200,000.00 210,000.00 425,000.00 85,000.00 25,000.00 30,000.00 30,000.00 250,000.00 145,000.00 150,000.00
D
F
G 1 2 3 4 5 6 7 8 9 10
A
B
C
D
11 12 13
Batang Penangkap petir (lengkap tiang) Kawat BC 50 mm + PVC 3/4" + Klem Grounding
unit m1 unit
Rp. Rp. Rp.
185,000.00 50,000.00 400,000.00
1 2 3 4 5 6 7 8 9 10
PENUTUP ATAP Genteng keramik M-Class Genteng beton flat ex. Cisangkan Genteng bubung / nok bulat keramik M-class Genteng bubung beton Nok samping Asbes gelombang 105x180 Seng gelombang BJLS 28 80x180 cm Plat seng BJLS 30 lebar 90 cm Plat seng BJLS 28 Aluminium komposit panel
bh bh bh bh bh lbr lbr m1 rol m2
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
6,000.00 8,800.00 17,500.00 17,500.00 15,000.00 45,000.00 40,000.00 30,000.00 1,750,000.00 500,000.00
BUIS & PIPA Grafel beton D 30 cm / 1 m Buis beton D 30 cm/1 m
m1 m1
Rp. Rp.
39,600.00 66,000.00
KAYU LAPIS & BAHAN PLAFOND Tripleks 3 mm uk. 120x240 cm Tripleks 4 mm uk. 120x240 cm Tripleks 6 mm uk. 120x240 cm Multiplek 9 mm uk. 120x240 cm Multiplek 12 mm uk. 120x240 cm Multiplek 16 mm uk. 120x240 cm Plywood sungkai 4 mm uk. 120x240 cm Teakwood 4 mm uk. 120x240 cm Teakwood 4 mm ukuran pintu (200x80 cm) Gypsum Board 9 mm ex. Jaya Board GRC Board 5 mm Paku skrup Ramset/dynabolt Plaster Coumpon List Profil gypsum List kayu profil Formika uk. Pintu
lb lb lb lb lb lb lb lb lb lb lb bh bh bh kg m1 m1 lbr
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
45,000.00 55,000.00 70,000.00 105,000.00 145,000.00 185,000.00 105,000.00 105,000.00 95,000.00 65,000.00 60,000.00 700.00 5,000.00 12,500.00 27,500.00 10,000.00 10,000.00 85,000.00
LAIN-LAIN Lem Aibon Ampelas Kwas 1,2 - 3" Rol cat Lem kayu Fox
kg lb bh bh kg
Rp. Rp. Rp. Rp. Rp.
25,000.00 3,000.00 8,500.00 25,000.00 15,000.00
H
I 1 2 J 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 K 1 2 3 4 5
DAFTAR HARGA UPAH No
TENAGA KERJA
SATUAN
A
B
C
1 2 3 4 5 6 7 8 9
Pekerja Tukang batu Tukang Kayu Tukang Cat/Politur Tukang Besi Tukang Las Kepala Tukang Mandor Penjaga malam
/ hari / hari / hari / hari / hari / hari / hari / hari / hari
HARGA SATUAN D Rp Rp Rp Rp Rp Rp Rp Rp Rp
37,500.00 50,000.00 50,000.00 50,000.00 50,000.00 50,000.00 55,000.00 57,500.00 40,000.00
VOLUME BATA Pasangan Bata No.
LOKASI
a
b
Plesteran + Acian
panjang
tinggi
Luas
volume
panjang
tinggi
(m)
(m)
Kusen
bata
(m)
(m)
(m2)
(m2)
e
f = (cxd-e)
c
d
c
d
BASEMENT 1 HORIZONTAL AS A-B
13.55
4.08
55.28
AS B
5.00
4.08
20.40
AS C
8.70
4.08
35.50
11.00
4.08
44.88
AS 2
6.70
4.08
27.34
AS 5
8.20
3.50
28.70
24.60
3.50
86.10
AS C-D 2 VERTIKAL
AS 5-6
298.20 PAS. 1 BATA AREA TANGGA HALL
18.80
5.00
94.00 94.00
MEJA BETON WASTAFEL
0.10
2.00
0.60
0.12
KOLOM PRAKTIS 15/15
0.02
4.08
22.00
2.02
RAILING TANGGA
126.84
TANGGA 1
33.45
TANGGA 2
33.45
TANGGA 3
29.97
TANGGA 4
29.97
TANGGA 5 ACIAN BETON BASEMENT 1 KOLOM 50/50
panjang
tinggi
jumlah
1,033.30
2.00
4.08
30.00
244.80
area 1
36.00
4.08
1.00
146.88
area 2
28.80
4.08
1.00
117.50
area 3
25.20
4.08
1.00
102.82
area 4
25.20
4.08
1.00
102.82
area 1 (sebelah kiri)
36.00
2.40
1.00
86.40
area 2 (sebelah kanan)
28.80
2.40
1.00
69.12
area 3 (sebelah bawah)
25.20
2.40
1.00
60.48
area 4 (sebelah atas)
25.20
2.40
1.00
60.48
10.00
4.20
1.00
42.00
AS A
33.50
4.08
136.68
AS A'
6.00
4.08
24.48
2 dinding basement (dalam bangunan)
3 dinding basement (luar bangunan)
4 Lift
LANTAI DASAR 1 HORIZONTAL
7.20
4.08
29.38
22.80
4.08
93.02
3.70
4.08
15.10
17.10
4.08
69.77
3.70
4.08
15.10
3.00
4.08
12.24
6.00
4.08
24.48
AS D
17.10
4.08
69.77
AS E
5.70
4.08
23.26
AS F
5.70
4.08
23.26
10.20
4.08
41.62
AS 1
14.50
4.08
59.16
AS 2
8.80
4.08
35.90
AS 3
14.50
4.08
59.16
AS 4
8.80
4.08
35.90
AS 5
14.50
4.08
59.16
8.30
4.08
33.86
11.90
4.08
48.55
13.50
4.08
55.08
AS B AS C AS C'
MELINGKAR VERTIKAL
AS 6
236.50
964.92
PARTISI GYPSUM 1
HORIZONTAL
2
VERTIKAL
34.00
4.08
138.72 138.72
ACIAN BETON 1
KOLOM 50/50
2
LIFT
2.00
4.08
30.00
10.00
4.08
1.00
3
KANOPI
1.10
129.60
4
BALOK 30/60 KELILING LUAR
0.60
115.20
1
244.80 40.80 142.56
1.00
69.12 497.28
1
KOLOM PRAKTIS 15/15
0.02
4.08
72
6.61
2
KOLOM PRAKTIS 20/40
0.08
4.08
16
5.22
3
Kanopi beton tbl. 10 cm
0.10
119.20
1
11.92
AS A
33.50
4.08
AS A'
13.55
4.08
55.28
AS B
31.80
4.08
129.74
AS C
25.10
4.08
102.41
AS C'
15.20
4.08
62.02
AS D
26.80
4.08
109.34
AS E
6.70
4.08
27.34
AS F
6.70
4.08
27.34
10.20
4.08
41.62
AS 1
16.50
4.08
67.32
AS 2
9.80
4.08
39.98
AS 3
6.70
4.08
27.34
LANTAI SATU 1 HORIZONTAL
LENGKUNG
136.68
2 VERTIKAL
AS 4
6.70
4.08
27.34
AS 5
16.50
4.08
67.32
AS 5-6
20.55
4.08
83.84
AS 6
16.50
4.08
67.32 -
262.80
1,072.22
PARTISI GYPSUM 1
VERTIKAL
26.80
4.08
109.34
2.00
4.08
30
244.80
1
77.76
ACIAN BETON 1
KOLOM 50/50
2
BALOK 30/60 KELILING LUAR
3
LIFT
4
KANOPI
0.60
129.60
10.00
4.08
1.10
129.60
1.00 1
40.80 142.56 505.92
1
KOLOM PRAKTIS 15/15
0.02
4.08
78
2
KOLOM PRAKTIS 20/40
0.08
4.08
16
7.16 5.22
3
Kanopi beton tbl. 10 cm
0.10
119.20
1
11.92
AS A
33.50
4.08
AS A'
13.55
4.08
55.28
AS B
31.80
4.08
129.74
AS C
28.70
4.08
117.10
AS C'
8.00
4.08
32.64
AS D
17.00
4.08
69.36
AS E
13.40
4.08
54.67
AS F
6.70
4.08
27.34
10.20
4.08
41.62
AS 1
16.50
4.08
67.32
AS 2
9.80
4.08
39.98
AS 3
3.10
4.08
12.65
AS 3'
7.20
4.08
29.38
AS 4
9.80
4.08
39.98
AS 5
16.50
4.08
67.32
AS 5-6
20.55
4.08
83.84
AS 6
16.50
4.08
67.32
LANTAI DUA 1 HORIZONTAL
LENGKUNG
136.68
2 VERTIKAL
262.80
1,072.22
PARTISI GYPSUM 1
VERTIKAL
2
HORIZONTAL
33.50
4.08
6.70
4.08
136.68 27.34 164.02
ACIAN BETON 1
KOLOM 50/50
2.00
4.08
30
244.80
2
BALOK 30/60 KELILING LUAR
0.60
129.60
1
77.76
3
LIFT
10.00
4.08
1
40.80
4
KANOPI
1.10
129.60
1
142.56
505.92 1
KOLOM PRAKTIS 15/15
0.02
4.08
78
2
KOLOM PRAKTIS 20/40
0.08
4.08
16
7.16 5.22
3
Kanopi beton tbl. 10 cm
0.10
119.20
1
11.92
AS A
33.50
4.08
AS A'
13.55
4.08
55.28
AS B
31.80
4.08
129.74
AS C
28.70
4.08
117.10
AS C'
8.00
4.08
32.64
AS D
17.00
4.08
69.36
AS E
13.40
4.08
54.67
AS F
6.70
4.08
27.34
10.20
4.08
41.62
AS 1
16.50
4.08
67.32
AS 2
9.80
4.08
39.98
AS 3
3.10
4.08
12.65
AS 3'
7.20
4.08
29.38
AS 4
9.80
4.08
39.98
AS 5
16.50
4.08
67.32
AS 5-6
20.55
4.08
83.84
AS 6
16.50
4.08
67.32
LANTAI TIGA 1 HORIZONTAL
LENGKUNG
136.68
2 VERTIKAL
262.80
1,072.22
PARTISI GYPSUM 1
VERTIKAL
2
HORIZONTAL
33.50
4.08
6.70
4.08
136.68 27.34 164.02
ACIAN BETON 1
KOLOM 50/50
2.00
4.20
30
252.00
2
BALOK 30/60 KELILING LUAR
0.60
129.60
1
77.76
3
LIFT
20.00
4.20
1
84.00
4
KANOPI
1.10
129.60
1
142.56 556.32
LANTAI EMPAT 1 HORIZONTAL AS B
24.40
3.00
73.20
AS C
4.78
3.00
14.33
AS C'
28.80
3.00
86.40
AS E
9.20
3.00
27.60
LENGKUNG
10.20
3.00
30.60
BALUSTRADE
23.60
1.20
28.32
AS 3
21.60
3.00
64.80
AS 4
7.20
3.00
21.60
AS 5
7.20
3.00
21.60
2 VERTIKAL
AS 5-6 AS 6 BALUSTRADE
7.40
3.00
22.20
8.33
3.00
24.98
23.60
1.20
28.32 -
176.30
443.94
ACIAN BETON 1
KOLOM 50/50
2.00
3.00
15
90.00
2
BALOK 30/60 KELILING LUAR
0.60
86.40
1
51.84
3
LIFT
10.00
4.00
1
40.00
4
KANOPI
1.10
86.40
1
95.04 276.88
1
KOLOM PRAKTIS 15/15
0.02
3.00
11
0.74
VOLUME PENGECATAN DINDING Pengecatan Dalam No.
LOKASI
a
b
panjang
tinggi
Luas
(m)
(m)
c
d
Pengecatan Luar volume
panjang
tinggi
Kusen
Cat
(m)
(m)
(m2)
(m2)
e
f = (cxd-e)
c
d
LANTAI BASEMENT 1 GUDANG
12.00
3.20
38.40
2 R. KEPALA
15.00
3.20
48.00
3 R. ADMINISTRASI PERPUS
15.70
3.20
50.24
3.20
-
4 T. PENITIPAN 5 R. PENGOLAHAN BAHAN
12.70
3.20
40.64
6 R. KOMPUTER
12.70
3.20
40.64
8.80
3.20
28.16
54.15
3.20
173.28
45.75
3.20
146.40
10.80
3.20
34.56
30.00
3.20
96.00
10.00
3.20
32.00
11 PANEL
6.00
3.20
19.20
12 JANITOR
6.00
3.20
19.20
13 KM/WC PRIA
20.00
3.20
64.00
14 KM/WC WANITA
20.00
3.20
64.00
3.20
-
7 R. DISKUSI 8 R. TUNGGU / R. PERPUS KOLOM 9 AREA TANGGA 10 PANTRY
15 LUAR BANGUNAN 16 HORIZONTAL
70.90
3.90
17 VERTIKAL
37.20
3.90
18 KOLOM 30/60
21.60
3.90
19
3.90
20
3.90
21 894.72 LANTAI 2 1 R. UNIT KEGIATAN 1
26.00
3.20
83.20
2 R. UNIT KEGIATAN 2
22.00
3.20
70.40
3 R. UNIT KEGIATAN 3
22.00
3.20
70.40
4 R. UNIT KEGIATAN 4
22.00
3.20
70.40
5 R. UNIT KEGIATAN 5
22.00
3.20
70.40
6 R. PUSAT BAHASA
30.00
3.20
96.00
7 R. MULTIMEDIA
30.00
3.20
96.00
8 R. TUNGGU
12.00
3.20
38.40
9 KORIDOR
38.00
3.20
121.60
10 HALL
30.00
3.20
96.00
11 AREA TANGGA
30.00
3.20
96.00
12 PANTRY
10.00
3.20
32.00
13 PANEL
6.00
3.20
19.20
14 JANITOR
6.00
3.20
19.20
15 KM/WC PRIA
20.00
3.20
64.00
16 KM/WC WANITA
20.00
3.20
64.00
3.20
-
17 LUAR BANGUNAN 18 HORIZONTAL
70.90
3.90
19 VERTIKAL
37.20
3.90
3.60
3.90
HORIZONTAL
70.90
3.90
VERTIKAL
37.20
3.90
20 KOLOM 30/60 20
1,107.20 LANTAI 3
1 R. SERBAGUNA
68.70
3.20
219.84
2 R. KULIAH PASCA SARJANA 1
20.40
3.20
65.28
3 R. KULIAH PASCA SARJANA 2
20.40
3.20
65.28
4 R. KULIAH PASCA SARJANA 3
20.40
3.20
65.28
5 R. KULIAH PASCA SARJANA 4
20.40
3.20
65.28
6 R. TUNGGU
12.00
3.20
38.40
7 KORIDOR
38.00
3.20
121.60
8 HALL
30.00
3.20
96.00
9 AREA TANGGA
30.00
3.20
96.00
10.00
3.20
32.00
11 PANEL
6.00
3.20
19.20
12 JANITOR
6.00
3.20
19.20
13 KM/WC PRIA
20.00
3.20
64.00
14 KM/WC WANITA
20.00
3.20
64.00
3.20
-
10 PANTRY
15 LUAR BANGUNAN
1,031.36
VOLUME KUSEN
No.
TYPE KUSEN
a
b
Panjang
Luas
Volume
Luas
Volume
Jumlah
Kusen
(bh)
(m)
Bidang
kusen
Kaca
Kaca
(m2)
(m3 / m')
(m2)
c
d
(m2)
e
f = (cxdxe)
g
h = (cxg)
BASEMENT 1 TYPE P1 + BV1
117.70 2.00
10.30
1.00
20.60
Kaca Es 2 TYPE P2 + BV2
4 TYPE PJ1 + BV4
2.80
1.80
-
0.70
2.10
3.00
7.40
1.00
22.20
0.90
-
7.00
7.10
1.00
49.70
0.35
2.45
23.70
1.00
-
2.80
-
Kaca Es 3 TYPE P3 + BV3
10.95 1.40
Kaca Es 5 TYPE PJ2 + BV8
44.30
1.00
-
Kaca Es
3.90
-
9.40
-
3.80
-
6 TYPE J1 + BV5
12.50
1.00
-
3.00
-
7 TYPE J2 + BV6
7.00
1.00
-
1.50
-
8 TYPE J3 + BV6A
10.19
1.00
-
2.70
-
9 TYPE J4 + BV6B
8.34
1.00
-
2.00
-
10 TYPE J5
5.08
1.00
-
1.34
-
11 TYPE J6 + BV10
5.92
1.00
-
2.09
-
1.80
3.60
12 TYPE J7
2.00
7.20
1.00
14.40
13 TYPE PS.1
2.00
5.40
1.00
10.80
14 TYPE BV3
2.40
1.00
-
0.35
-
15 TYPE BV5
5.50
1.00
-
1.00
-
16 TYPE BV6A
4.60
1.00
-
0.90
-
17 TYPE BV6B
3.67
1.00
-
0.67
-
10.30
1.00
LANTAI DASAR 1 TYPE P1 + BV1
675.13 7.00
72.10
Kaca Es 2 TYPE P2 + BV2
-
132.88 1.40
9.80
1.80
-
0.70
3.50
5.00
7.40
1.00
37.00
0.90
-
3 TYPE P3 + BV3
7.00
7.10
1.00
49.70
0.35
2.45
4 TYPE PJ1 + BV4
1.00
23.70
1.00
23.70
2.80
2.80
3.90
-
-
44.30
1.00
-
9.40
-
Kaca Es
Kaca Es 5 TYPE PJ2 + BV8 Kaca Es 6 TYPE J1 + BV5
35.00
7 TYPE J2 + BV6
3.80
-
12.50
1.00
437.50
3.00
105.00
1.00
7.00
1.00
7.00
1.50
1.50
8 TYPE J3 + BV6A
-
10.19
1.00
-
2.70
-
9 TYPE J4 + BV6B
-
8.34
1.00
-
2.00
-
10 TYPE J5
-
5.08
1.00
-
1.34
-
11 TYPE J6 + BV10
-
5.92
1.00
-
2.09
-
12 TYPE J7
2.00
7.20
1.00
14.40
1.80
3.60
13 TYPE PS.1
2.00
5.40
1.00
10.80
14 TYPE BV3
-
2.40
1.00
-
0.35
-
15 TYPE BV5
2.00
5.50
1.00
11.00
1.00
2.00
16 TYPE BV6A
1.00
4.60
1.00
4.60
0.90
0.90
17 TYPE BV6B
2.00
3.67
1.00
7.34
0.67
1.33
7.00
10.30
1.00
LANTAI 1 1 TYPE P1 + BV1
644.56 72.10
Kaca Es 2 TYPE P2 + BV2
127.35 1.40
9.80
1.80
-
0.70
2.10
3.00
7.40
1.00
22.20
0.90
-
3 TYPE P3 + BV3
7.00
7.10
1.00
49.70
0.35
2.45
4 TYPE PJ1 + BV4
1.00
23.70
1.00
23.70
2.80
2.80
Kaca Es
Kaca Es 5 TYPE PJ2 + BV8
3.90
-
9.40
9.40
1.00
44.30
1.00
44.30
3.80
-
6 TYPE J1 + BV5
29.00
12.50
1.00
362.50
3.00
87.00
7 TYPE J2 + BV6
1.00
7.00
1.00
7.00
1.50
1.50
8 TYPE J3 + BV6A
1.00
10.19
1.00
10.19
2.70
2.70
9 TYPE J4 + BV6B
2.00
8.34
1.00
16.67
2.00
4.00
10 TYPE J5
5.08
1.00
-
1.34
-
11 TYPE J6 + BV10
5.92
1.00
-
2.09
-
Kaca Es
12 TYPE J7
2.00
7.20
1.00
14.40
13 TYPE PS.1
2.00
5.40
1.00
10.80
2.40
1.00
-
0.35
-
5.50
1.00
11.00
1.00
2.00
16 TYPE BV6A
4.60
1.00
-
0.90
-
17 TYPE BV6B
3.67
1.00
-
0.67
-
10.30
1.00
14 TYPE BV3 15 TYPE BV5
2.00
LANTAI 2 1 TYPE P1 + BV1
82.40
3.00
7.40
1.00
22.20
Kaca Es
3.60 -
635.56 8.00
Kaca Es 2 TYPE P2 + BV2
1.80
125.35 1.40
11.20
1.80
-
0.70
2.10
0.90
-
3 TYPE P3 + BV3
7.00
7.10
1.00
49.70
0.35
2.45
4 TYPE PJ1 + BV4
1.00
23.70
1.00
23.70
2.80
2.80
3.90
-
9.40
-
Kaca Es 5 TYPE PJ2 + BV8
-
44.30
1.00
-
Kaca Es 6 TYPE J1 + BV5
31.00
7 TYPE J2 + BV6 8 TYPE J3 + BV6A 9 TYPE J4 + BV6B
3.80
-
387.50
3.00
93.00
12.50
1.00
1.00
7.00
1.00
7.00
1.50
1.50
1.00
10.19
1.00
10.19
2.70
2.70
2.00
8.34
1.00
16.67
2.00
4.00
10 TYPE J5
-
5.08
1.00
-
1.34
-
11 TYPE J6 + BV10
-
5.92
1.00
-
2.09
-
12 TYPE J7
2.00
7.20
1.00
14.40
1.80
3.60
13 TYPE PS.1
2.00
5.40
1.00
10.80
14 TYPE BV3
-
2.40
1.00
-
0.35
-
15 TYPE BV5
2.00
5.50
1.00
11.00
1.00
2.00
16 TYPE BV6A
4.60
1.00
-
0.90
-
17 TYPE BV6B
3.67
1.00
-
0.67
-
10.30
1.00
LANTAI 3 1 TYPE P1 + BV1
635.56 8.00
82.40
Kaca Es 2 TYPE P2 + BV2
-
125.35 1.40
11.20
1.80
-
0.70
2.10
3.00
7.40
1.00
22.20
0.90
-
3 TYPE P3 + BV3
7.00
7.10
1.00
49.70
0.35
2.45
4 TYPE PJ1 + BV4
1.00
23.70
1.00
23.70
2.80
2.80
3.90
-
9.40
-
Kaca Es
Kaca Es 5 TYPE PJ2 + BV8
-
44.30
1.00
-
Kaca Es 6 TYPE J1 + BV5
31.00
7 TYPE J2 + BV6 8 TYPE J3 + BV6A 9 TYPE J4 + BV6B 10 TYPE J5 11 TYPE J6 + BV10
3.80
-
387.50
3.00
93.00
12.50
1.00
1.00
7.00
1.00
7.00
1.50
1.50
1.00
10.19
1.00
10.19
2.70
2.70
2.00
8.34
1.00
16.67
2.00
4.00
-
5.08
1.00
-
1.34
-
-
5.92
1.00
-
2.09
-
12 TYPE J7
2.00
7.20
1.00
14.40
1.80
3.60
13 TYPE PS.1
2.00
5.40
1.00
10.80
14 TYPE BV3
-
2.40
1.00
-
0.35
-
15 TYPE BV5
2.00
5.50
1.00
11.00
1.00
2.00
16 TYPE BV6A
4.60
1.00
-
0.90
-
17 TYPE BV6B
3.67
1.00
-
0.67
-
10.30
1.00
LANTAI EMPAT 1 TYPE P1 + BV1
-
200.36 -
56.40 1.40
-
Kaca Es 2 TYPE P2 + BV2
7.40
1.00
-
Kaca Es 3 TYPE P3 + BV3
2.00
4 TYPE PJ1 + BV4 1.00
-
0.70
-
0.90
-
7.10
1.00
14.20
0.35
0.70
23.70
1.00
-
2.80
-
Kaca Es 5 TYPE PJ2 + BV8
1.80
3.90
-
9.40
9.40
44.30
1.00
44.30
3.80
-
6 TYPE J1 + BV5
12.50
1.00
-
3.00
-
7 TYPE J2 + BV6
7.00
1.00
-
1.50
-
8 TYPE J3 + BV6A
10.19
1.00
-
2.70
-
9 TYPE J4 + BV6B
8.34
1.00
-
2.00
-
6.00
5.08
1.00
30.50
1.34
8.01
18.00
5.92
1.00
106.56
2.09
37.58
12 TYPE J7
7.20
1.00
-
1.80
-
13 TYPE PS.1
5.40
1.00
-
2.40
1.00
4.80
0.35
0.70
15 TYPE BV5
5.50
1.00
-
1.00
-
16 TYPE BV6A
4.60
1.00
-
0.90
-
17 TYPE BV6B
3.67
1.00
-
0.67
-
Kaca Es
10 TYPE J5 11 TYPE J6 + BV10
14 TYPE BV3
2.00
-
VOLUME KERAMIK Lantai Ruangan No.
LOKASI
a
b
Lantai KM/WC
Dinding
Pjg
lebar
Volume
Pjg
lebar
(m)
(m)
(m2)
(m)
(m)
Volume (m2)
c
d
e = (c x d)
f
g
h = (f x g)
LANTAI BASAEMENT 166.39
104.46
1 R. ME
KERAMIK 60/60 7.50
7.50
56.25
30.00
2 AREA TANGGA 1
7.20
3.60
25.92
10.80
3 PANTRY
4.90
5.70
27.93
21.20
12.73
2.50
31.81
32.40
4.93
3.60
17.73
10.06
2.50
2.70
6.75
4 AREA TANGGA 2
1 TANGGA 1 2 TANGGA 2 3 TANGGA 3
4.93
3.10
15.27
37.20
0.20
7.44
4.93
3.10
15.27
37.20
0.20
7.44
7.20
7.20
51.84
93.60
0.20
18.72 115.98
KERAMIK 20/20 UNPOLISHED
37.20
STEP NOSE
37.20
STEP NOSE
93.60
STEP NOSE
168.00
-
45.66
1 TOILET BASEMENT PARKIR a. TOILET PRIA
4.73
3.53
16.66
b. TOILET WANITA
4.73
4.70
22.21
c. Janitor
3.40
2.00
6.80
-
-
-
FLOOR HARDENER 1 AREA 1
598.32 7.20
7.50
54.00
2 AREA 2
21.60
25.20
3 AREA 3
544.32 -
LANTAI DASAR 724.28
301.80
1 AREA 1
KERAMIK 60/60 18.50
7.30
135.05
171.10
2 AREA 2
29.30
7.20
210.96
130.70
3 AREA 3
22.10
14.70
324.87
4 AREA 4
18.00
7.20
129.60
PENGURANG KM/WC PENGURANG VOID TANGGA
-
(45.66) 4.93
(6.20)
KERAMIK 20/20 UNPOLISHED
(30.54)
-
45.66
1 TOILET BASEMENT PARKIR a. TOILET PRIA
4.73
3.53
16.66
b. TOILET WANITA
4.73
4.70
22.21
c. Janitor
3.40
2.00
6.80
KERAMIK 20/20 UNPOLISHED 1 TANGGA 1 2 TANGGA 2
45.42
74.40 37.20
STEP NOSE
37.20
STEP NOSE
4.93
3.10
15.27
37.20
0.20
7.44
4.93
3.10
15.27
37.20
0.20
7.44
771.70
288.60
1 AREA 1
18.50
7.30
135.05
288.60
2 AREA 2
29.30
14.40
421.92
3 AREA 3
22.10
7.30
161.33
4 AREA 4
18.00
7.20
129.60
4.93
(6.20)
LANTAI 1, KERAMIK 60/60
PENGURANG KM/WC PENGURANG VOID TANGGA
-
(45.66)
KERAMIK 20/20 UNPOLISHED
(30.54)
-
45.66
1 TOILET BASEMENT PARKIR a. TOILET PRIA
4.73
3.53
16.66
b. TOILET WANITA
4.73
4.70
22.21
c. Janitor
3.40
2.00
6.80
KERAMIK 20/20 UNPOLISHED 1 TANGGA 1 2 TANGGA 2
45.42
74.40
4.93
3.10
15.27
37.20
STEP NOSE
37.20
0.20
7.44 37.20
STEP NOSE
4.93
3.10
15.27
37.20
0.20
7.44
18.50
7.30
LANTAI 2, 3 KERAMIK 60/60 1 AREA 1
771.70
483.00
135.05
324.60
-
2 AREA 2
29.30
14.40
421.92
3 AREA 3
22.10
7.30
161.33
4 AREA 4
18.00
7.20
129.60
-
-
327.75
79.20
1 AREA 1
16.60
11.65
193.39
79.20
2 AREA 2
4.90
11.55
56.60
3 AREA 3
7.20
3.60
25.92
4 AREA 4
7.20
7.20
51.84
PENGURANG KM/WC
(45.66)
PENGURANG VOID TANGGA
(30.54)
LANTAI 4 KERAMIK 60/60
KERAMIK 20/20 UNPOLISHED
-
-
12.00
a. TOILET PRIA
4.80
2.50
12.00 -
-
VOLUME PLAFOND Plafond gypsum No.
LOKASI
a
b
Pjg
lebar
(m) c
List Gypsum
Pjg
lebar
(m)
(m2)
(m)
(m)
(m)
d
e = (c x d)
f
g
LIST
LIST
LANTAI BASEMENT PLAFOND BETON EXPOSED
1,388.07
1 AREA 1
7.20
7.20
51.84
2 AREA 2
7.20
7.20
51.84
3 AREA 3
3.60
2.50
9.00
4 AREA 4
25.20
21.60
544.32
5 AREA 5
7.20
7.20
51.84
6 AREA 6
19.30
7.20
138.96
7 Pengurang Void
24.05
(1.00)
(24.05)
8 Keliling luar dak
107.20
1.10
117.92
Horizontal
136.80
0.96
131.33
Vertikal
172.80
0.96
165.89
79.20
0.56
44.35
187.20
0.56
104.83
9 Balok B1. 30/60
10 Balok BA. 20/40 Horizontal Vertikal
DR
Volume
-
h DROP/UP CEILING
LANTAI DASAR
LIST
PLAFOND GYPSUM 1 AREA 1
DROP/UP CEILING
755.42
423.60
7.50
7.50
1.00
56.25
45.00
2 AREA 2
7.50
3.60
1.00
27.00
22.20
3 AREA 3
11.10
7.20
1.00
79.92
36.60
4 AREA 4
7.50
7.50
1.00
56.25
30.00
5 AREA 5
7.20
7.20
1.00
51.84
28.80
6 AREA 6
7.50
7.50
1.00
56.25
30.00
7 AREA 7
7.50
7.20
1.00
54.00
29.40
8 AREA 8
7.50
7.20
1.00
54.00
29.40
9 AREA 9
7.50
6.90
1.00
51.75
28.80
10 AREA 10
24.10
3.60
1.00
86.76
125.60
18.00
7.20
1.00
129.60
12.40
2.00
1.00
24.80
3.00
2.50
1.00
7.50
5.00
3.90
1.00
19.50
11 AREA 11
-
17.80
47.43
85.85
1 AREA 1 (toilet pria)
PLAFOND CALISBOARD 3.83
5.00
1.00
19.13
35.65
2 AREA 2 (toilet wanita)
4.70
5.00
1.00
23.50
41.40
3 AREA 3 (janitor)
2.40
2.00
1.00
4.80
8.80
1 AREA 1
36.00
1.10
1.00
39.60
2 AREA 2
36.00
1.10
1.00
39.60
3 AREA 3
28.80
1.10
1.00
31.68
4 AREA 4
28.80
1.10
1.00
31.68
PLAFOND BETON EXPOSED
142.56
LANTAI SATU
PLAFOND
PLAFOND GYPSUM
-
LIST
DROP/UP CEILING
757.58
398.60
1 AREA 1
14.70
11.10
1.00
163.17
51.60
2 AREA 2
7.50
7.50
1.00
56.25
30.00
3 AREA 3
7.20
7.20
1.00
51.84
28.80
4 AREA 4
7.50
7.50
1.00
56.25
30.00
5 AREA 5
7.50
7.20
1.00
54.00
29.40
6 AREA 6
7.50
7.20
1.00
54.00
29.40
7 AREA 7
7.50
6.90
1.00
51.75
28.80
8 AREA 8
11.10
7.20
1.00
79.92
36.60
9 AREA 9
7.20
3.60
1.00
25.92
21.60
10 AREA 10
24.10
3.60
1.00
86.76
94.60
7.20
3.60
1.00
25.92
12.40
2.00
1.00
24.80
3.00
2.50
1.00
7.50
5.00
3.90
1.00
19.50
11 AREA 11
17.80
47.43
85.85
1 AREA 1 (toilet pria)
PLAFOND CALISBOARD 3.83
5.00
1.00
19.13
35.65
2 AREA 2 (toilet wanita)
4.70
5.00
1.00
23.50
41.40
3 AREA 3 (janitor)
2.40
2.00
1.00
4.80
8.80
36.00
1.10
1.00
PLAFOND BETON EXPOSED 1 AREA 1
142.56 39.60
-
-
2 AREA 2
36.00
1.10
1.00
39.60
3 AREA 3
28.80
1.10
1.00
31.68
4 AREA 4
28.80
1.10
1.00
31.68
LANTAI DUA / TIGA
PLAFOND
PLAFOND GYPSUM 1 AREA 1
11.10
2 AREA 2 3 AREA 3
LIST
DROP/UP CEILING
755.42
420.20
7.50
1.00
83.25
37.20
7.50
7.50
1.00
56.25
30.00
7.20
10.80
1.00
77.76
36.00
4 AREA 4
7.50
7.50
1.00
56.25
30.00
5 AREA 5
7.50
7.20
1.00
54.00
29.40
6 AREA 6
7.50
7.20
1.00
54.00
29.40
7 AREA 7
7.50
6.90
1.00
51.75
28.80
8 AREA 8
11.10
7.20
1.00
79.92
36.60
9 AREA 9
7.20
7.20
1.00
51.84
28.80
10 AREA 10
24.10
3.60
1.00
86.76
116.20
7.20
3.60
1.00
25.92
7.20
3.60
1.00
25.92
12.40
2.00
1.00
24.80
3.00
2.50
1.00
7.50
5.00
3.90
1.00
19.50
11 AREA 11
17.80
47.43
85.85
1 AREA 1 (toilet pria)
PLAFOND CALISBOARD 3.83
5.00
1.00
19.13
35.65
2 AREA 2 (toilet wanita)
4.70
5.00
1.00
23.50
41.40
3 AREA 3 (janitor)
2.40
2.00
1.00
4.80
8.80
1 AREA 1
36.00
1.10
1.00
39.60
2 AREA 2
36.00
1.10
1.00
39.60
3 AREA 3
28.80
1.10
1.00
31.68
4 AREA 4
28.80
1.10
1.00
31.68
1 AREA 1
14.40
7.20
1.00
103.68
2 AREA 2
7.20
7.20
1.00
51.84
3 AREA 3
7.20
8.23
1.00
59.22
81.00
1.10
1.00
89.10
PLAFOND BETON EXPOSED
142.56
-
LANTAI ATAP & MENARA PLAFOND BETON EXPOSED
4 AREA 4 (keliling luar)
303.84
-
VOLUME ATAP Sudut No.
LOKASI
a
b GENTENG 1 ATAP BAGIAN DEPAN
Pjg
lebar
Atap
(m)
(m)
(m2)
Volume (m2)
c
d
e
f = (c x d / e)
-
-
PENUNTUP ATAP
14.65
4.10
4.00
240.26 -
TOTAL
-
240.26
BUBUNGAN BUBUNGAN
4.10
0.71
4.00
23.19
TOTAL
23.19
LISTPLANK LISTPLANK
17.60
1.00
4.00
70.40 -
TOTAL
70.40
JUMLAH TOTAL
36.35
5.81
12.00
667.71
LUAR BANGUNAN
No.
LOKASI
a
b
Pjg
lebar
Volume
Pjg
lebar
(m)
(m)
(m2)
(m)
(m)
(m2)
c
d
e = (c x d)
f
g
h = (f x g)
PEKERJAAN SALURAN BUIS BETON 1 Galian Tanah
27.50
1.25
0.70
2 Pasir urug
27.50
0.10
0.70
1.93
3 Pas. Bata
27.00
1.25
0.70
23.63
4 Pas. Bata
0.40
-
5 Plesteran + acian
0.95
-
6 Pas. Grass block
12.00
-
PEDESTRIAN SAMPING KIRI BANGUNAN
SAMPING KANAN BANGUNAN
22.76
2.00
2.60
1.85
45.52 4.81
46.38
2.00
92.75
10.78
2.73
29.36
10.80
2.00
21.60
29.67
2.00
59.34
39.45
2.00
78.90
21.70
2.60
56.42
3.00
1.95
5.85 -
187.13
394.55
PEKERJAAN JALAN 1 LUAS JALAN AREA 1
9.85
6.00
59.10
AREA 2
38.00
5.85
222.30
AREA 3
7.50
5.15
38.63
AREA 4
32.50
16.00
520.00
24.06
Volume
AREA 5
20.90
8.70
181.83
AREA 6 AREA 7
49.00
9.00
441.00
26.75
21.00
561.75 2,024.61
ORNAMEN BESI HOLLOW 1 TAMPAK DEPAN
2 TAMPAK BELAKANG 3 TAMPAK SAMPING KIRI
4 TAMPAK SAMPING KANAN
5 MENARA DEPAN
3.40
5.40
1.00
18.36
4.50
2.50
2.00
22.50
1.55
0.95
2.00
2.95
1.43
9.10
8.00
103.74
4.50
2.50
4.00
45.00
1.55
0.95
4.00
5.89
1.43
9.10
12.00
155.61
4.50
2.50
2.00
22.50
1.55
0.95
2.00
2.95
1.43
9.10
12.00
155.61
4.50
2.50
2.00
22.50
1.55
0.95
2.00
2.95
4.50
2.50
4.00
45.00
1.55
0.95
4.00
5.89 611.44
Plesteran + Acian Luas
volume
Kusen
bata
Kolom
balok
(m2)
(m2)
praktis
lintel
e
f = (cxd-e)
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
Pengecatan Luar Luas
volume
Kusen
Cat
(m2)
(m2)
e
f = (cxd-e) -
276.51 145.08 84.24 505.83 -
276.51 145.08 14.04 435.63 276.51 145.08 421.59
Luas
Total Luas
Kusen
Kusen
(m2)
(m2)
i
j = (cxi)
Daun
Daun
BALOK
kusen
Pintu
Jendela
LINTEL
m'
(m2)
(m2)
PJG
k=(c)
l
m -
VOL
29.85
12.00
4.00
8.00
2.00
4.80
0.17
0.81
2.00
6.00
3.00
2.40
0.13
1.75
12.25
7.00
7.50
-
-
2.10 9.00
0.26 -
14.00
-
16.80
3.00
-
1.50
-
2.70
-
-
2.00
-
-
-
1.34
-
-
-
2.09
-
-
-
1.80
3.60
8.00 4.00 7.19 5.34 0.74 2.32 6.00 0.80 1.40 4.00 3.60 2.67
0.22 0.03 -
-
0.35
-
1.00
-
0.90
-
0.67
-
-
172.08
20.00
4.00
28.00
7.00
4.80
0.60
2.00
10.00
5.00
2.40
0.22
1.75
12.25
7.00
7.50
7.50
1.00
2.10 9.00
0.26 0.16
14.00
-
3.00
105.00
1.50
1.50
2.70
-
-
2.00
-
-
-
1.34
-
-
-
2.09
-
-
-
1.80
3.60
4.00
16.80
0.35
-
1.00
2.00
0.90
0.90
0.67
1.33
6.91
-
8.00 4.00 7.19 5.34 0.74 2.32 6.00 0.80 1.40 4.00 3.60 2.67
5.04 0.07 0.22 0.03 0.14 0.06 0.10
168.55
23.00
4.00
28.00
7.00
4.80
0.60
6.42
2.00
6.00
3.00
2.40
0.13
1.75
12.25
7.00
7.50
7.50
1.00
2.10 9.00
0.26 0.16
14.00
14.00
16.80
0.30
3.00
87.00
1.50
1.50
2.70
2.70
1.00
2.00
4.00
4.00
4.00
1.34
-
-
-
2.09
-
-
-
8.00 4.00 7.19 5.34 0.74 2.32
4.18 0.07 0.13 0.19 -
1.80
3.60 -
0.35
-
1.00
2.00
0.90
-
0.67
-
6.00 0.80 1.40 4.00 3.60 2.67
0.22 0.03 0.14 -
164.55
24.00
4.00
32.00
8.00
4.00
4.80
0.69
2.00
6.00
3.00
2.40
0.13
1.75
12.25
7.00
7.50
7.50
1.00
2.10 9.00
0.26 0.16
14.00
-
3.00
93.00
1.50
1.50
2.70
2.70
1.00
2.00
4.00
4.00
4.00
1.34
-
-
-
2.09
-
-
-
1.80
3.60
4.00
16.80
0.35
-
1.00
2.00
0.90
-
0.67
-
6.49
-
8.00 4.00 7.19 5.34 0.74 2.32 6.00 0.80 1.40 4.00 3.60 2.67
4.46 0.07 0.13 0.19 0.22 0.03 0.14 -
164.55
24.00
4.00
32.00
8.00
4.80
0.69
2.00
6.00
3.00
2.40
0.13
1.75
12.25
7.00
7.50
7.50
1.00
2.10 9.00
0.26 0.16
14.00
-
3.00
93.00
1.50
1.50
2.70
2.70
1.00
2.00
4.00
4.00
4.00
1.34
-
-
-
2.09
-
-
-
1.80
3.60
63.80
50.00
84.00
-
-
16.80
0.35
-
1.00
2.00
0.90
-
0.67
-
4.00
6.49
8.00 4.00 7.19 5.34 0.74 2.32 6.00 0.80 1.40 4.00 3.60 2.67
4.46 0.07 0.13 0.19 0.22 0.03 0.14 1.26
4.80
-
2.00
-
-
2.40
1.75
3.50
2.00
7.50
-
-
2.10 9.00
0.08 -
14.00
14.00
16.80
0.30
3.00
-
1.50
-
2.70
-
-
2.00
-
-
-
1.34
8.01
12.00
12.00
2.09
37.58
36.00
72.00
1.80
-
0.35
0.70
1.00
-
0.90
-
0.67
-
8.00 4.00 7.19 5.34 0.74 2.32 6.00 0.80 1.40 4.00 3.60 2.67
0.08 0.75 0.05 -
-
Dinding KM/WC
Plint
Border
Border
Pjg
tinggi
Volume
Dinding
Lantai
Lantai
(m)
(m)
(m2)
(m)
(m)
(m)
i
j
k = (i x j)
l
l
l
-
-
-
88.64
55.40
-
-
-
-
22.65
1.60
36.24
22.65
32.75
1.60
52.40
32.75
-
-
-
BORDER PUZZLE LANTAI
border 10/60 plint 10/60 -
88.64
55.40
22.65
1.60
36.24
22.65
32.75
1.60
52.40
32.75
-
-
-
-
border 10/60 plint 10/60 -
88.64
55.40
22.65
1.60
36.24
22.65
32.75
1.60
52.40
32.75
-
-
-
-
border 10/60 plint 10/60 -
border 10/60 plint 10/60 -
23.55
15.45
12.10
1.60
19.36
12.10
3.35
0.80
2.68
3.35
2.75
0.55
1.51
DR
List Volume
Kayu
(m2)
(m)
i = (g x h)
j
DROP/UP CEILING -
-
-
-
DROP/UP CEILING
-
-
-
-
-
-
DROP/UP CEILING -
DROP/UP CEILING -
-
-
Plint
Border
Border
Pjg
tinggi
Volume
Dinding
Lantai
Lantai
(m)
(m)
(m2)
(m)
(m)
(m)
i
j
k = (i x j)
l
l
l
VOLUME PEKERJAAN PONDASI
No.
panjang
lebar
tinggi
volume
Pekerjaan
(m)
(m)
(m)
(m3)
b
c
d
e
f = (cxdxe)
a GALIAN TANAH 1
Galian Tanah Basement AREA 1
18.00
7.20
2.00
AREA 2
19.30
7.20
2.00
277.92
AREA 3
21.60
32.40
2.00
1,399.68
AREA 4
14.40
7.20
2.00
207.36
139.00
1.10
2.00
AREA 5 (KEILING)
259.20
305.80 2,449.96
2
Galian tanah Poer Poer uk. 200x200x80 cm
30.00
6.25
1.55
290.63 290.63
3
Galian Tanah Pondasi bore pile dia. 40 cm Type P1
30.00
5.00
6.00
900.00 900.00
4
Galian tanah Sloof Type SL1 Horizontal Vertikal
124.80
0.60
0.75
56.16
88.80
0.60
0.75
39.96 96.12
5
Galian tanah Pit Lift - Horizontal
4.20
4.20
2.00
35.28 35.28
6
Galian tanah pondasi tangga - Tangga 1 & 2
1.80
1.50
2.00
5.40
- Tangga 3
8.64
1.50
1.00
12.96 18.36
TIMBUNAN TANAH 1
Timbunan tanah dalam ruangan
-
2
Timbunan tanah Selasar (keramik)
-
3
Timbunan tanah Selasar (rabat)
-
TURAP BATU KALI 1
Turap batu kali
10.44
-
10.44
-
PASIR URUG 10 cm 1
PONDASI Poer uk. 200x200x80 cm Pondasi Lift 400x400x80 cm
2
30.00
4.00
0.10
12.00
1.00
16.00
0.10
1.60
124.80
0.20
0.10
2.50
88.80
0.20
0.10
SLOOF 30/60 - Horizontal - Vertikal
1.78 17.87
LANTAI KERJA 5 cm 1
PONDASI Poer uk. 200x200x80 cm Pondasi Lift 400x400x80 cm
30.00
4.00
0.05
6.00
1.00
16.00
0.05
0.80
2
SLOOF 30/60 - Horizontal - Vertikal
124.80
0.20
0.05
1.25
88.80
0.20
0.05
0.89 8.94
PONDASI PILE CAP ELEVASI -4.20 M
No.
Pekerjaan
a
b
Luas
Tinggi
Jumlah
Volume
Panjang
Jarak
Bidang
(m)
(bh)
Beton
/ m3
Sengkang
(m3)
(m)
(m)
d
e
f = (cxdxe)
(m2) c
LANTAI BAWAH 1
2
3
Pondasi bore pile dia. 40 cm COR BETON
0.13
6.00
166.00
125.10
TUL. UTAMA BESI DIA. 19 MM
2.23
6.60
1,328.00
19,545.50
SENGKANG BESI DIA. 10 MM - 15 CM
0.62
50.24
166.00
5,429.24
POER 200X200X80 CM COR BETON
4.00
0.80
30.00
96.00
19,200.00
TUL. UTAMA BESI DIA. 19 MM - 12 cm
2.23
246.40
30.00
16,484.16
5.60
BEKISTING
8.00
0.80
30.00
192.00
PONDASI PIT LIFT 400X400X80 CM COR BETON
16.00
0.80
1.00
12.80
2,560.00
TUL. UTAMA BESI DIA. 19 MM - 12 cm
2.23
652.80
1.00
1,455.74
9.60
33.33
TUL. UTAMA BESI DIA. 13 MM - 12 cm
1.04
19.20
1.00
19.97
9.60
22.50
16.00
0.80
1.00
12.80
9.60
33.33
BEKISTING 4
16.67
PONDASI PLAT 150X150X25 CM COR BETON
2.25
0.25
18.00
10.13
2,025.00
TUL. UTAMA BESI DIA. 13 MM - 15 cm
2.23
70.00
18.00
2,809.80
3.50
BEKISTING
6.00
0.25
18.00
27.00
10.00
SLOOF
No.
Pekerjaan
a
b
Luas
Tinggi
Jumlah
Volume
Panjang
Jarak
Bidang
(m)
(bh)
Beton
/ m3
Sengkang
(m3)
(m)
(m)
d
e
f = (cxdxe)
(m2) c
LANTAI BASEMENT 1
SLOOF SL-1 30/60
0.18
COR BETON
0.18
361.30
TUL. UTAMA BESI DIA. 19 mm
2.23
14.00
TUL. PEMBAGI BESI DIA. 13 mm
1.04
2.00
SENGKANG BESI DIA. 10 mm
0.62
BEKISTING
1.20
HORZIONTAL VERTIKAL
5.56 65.03
15,148.80
361.30
11,279.79
14,326.27
361.30
751.50
2,890.40
1.70
3,046.48
1.00
361.30
433.56
0.30
0.60
208.80
37.58
0.30
0.60
152.50
27.45
Panjang cor beton
Panjang besi
0.13
2
SLOOF SL-2 20/40
0.08
32.40
18,874.94
COR BETON
0.25
TUL. UTAMA BESI DIA. 13 mm
1.04
6.00
32.40
202.18
SENGKANG BESI DIA. 10 mm
0.62
288.00
1.10
196.42
BEKISTING
0.80
1.00
32.40
25.92
18,874.94
Panjang cor beton
3
12.50
0.11
######### 398.59
Panjang besi
HORZIONTAL
0.08
-
VERTIKAL
0.08
-
PLAT LANTAI TEBAL 20 CM
0.20
5.00
COR BETON
0.12
171.07
BESI DIA. 10 MM - 12 CM
17,677.44
BEKISTING
5.00
855.36
1
AREA 1
0.20
36.00
18.00
129.60
2
AREA 2
0.20
21.60
3.60
15.55
3
AREA 3
0.20
7.20
7.20
10.37
4
AREA 4
0.20
21.60
3.60
15.55
KOLOM
No.
Pekerjaan
a
b
Luas
Tinggi
Jumlah
Volume
Panjang
Jarak
Bidang
(m)
(bh)
Beton
/ m3
Sengkang
(m3)
(m)
(m)
d
e
f = (cxdxe)
(m2) c
LANTAI BASEMENT EL. -4.20 1
2
3
4
KOLOM 50/50 K1
0.25
COR BETON
0.25
4.80
30.00
36.00
TUL. UTAMA BESI 8 DIA. 22 mm
2.98
94.40
30.00
8,439.36
SENGKANG BESI DIA. 10 mm
0.62
60.80
30.00
1,130.88
BEKISTING
2.00
4.80
30.00
288.00
KOLOM 40/40 K2
0.16
COR BETON
0.16
6.30
18.00
18.14
TUL. UTAMA BESI 8 DIA. 22 mm
2.98
70.80
18.00
3,797.71
SENGKANG BESI DIA. 10 mm
0.62
63.00
18.00
703.08
BEKISTING
1.60
6.30
18.00
181.44
KOLOM LIFT 30/70 + 30/30
0.30
COR BETON
0.30
5.85
2.00
3.51
TUL. UTAMA BESI DIA. 19 mm
2.23
125.10
2.00
557.95
SENGKANG BESI DIA. 10 mm
0.62
101.40
2.00
125.74
BEKISTING
2.80
5.85
2.00
32.76
KOLOM LIFT 30/60 + 30/30
0.27
COR BETON
0.27
5.85
2.00
3.16
TUL. UTAMA BESI DIA. 19 mm
2.23
125.10
2.00
557.95
SENGKANG BESI DIA. 10 mm
0.62
93.60
2.00
116.06
BEKISTING
2.40
5.85
2.00
28.08
4.00
0.15
6.25
0.15
3.33
0.15
3.70
0.15
5
6
6
BALOK LIFT 25/40
0.10
COR BETON
0.10
5.85
2.00
1.17
TUL. UTAMA BESI DIA. 19 mm
2.23
125.10
2.00
557.95
SENGKANG BESI DIA. 10 mm
0.62
93.60
2.00
116.06
BEKISTING
2.40
5.85
2.00
28.08
BALOK LIFT 20/40
0.08
COR BETON
0.08
5.85
2.00
0.94
TUL. UTAMA BESI DIA. 19 mm
2.23
125.10
2.00
557.95
SENGKANG BESI DIA. 10 mm
0.62
93.60
2.00
116.06
BEKISTING
2.40
5.85
2.00
28.08
DINDING LIFT TBL. 20 CM
0.20
COR BETON BESI DIA. 19 MM BESI DIA. 13 MM BEKISTING
10.00
0.15
12.50
0.15
5.00
0.12
9.58 2.23
119.00
5.40
1,433.00
2.23
14.00
5.40
168.59
6.67
1.04
35.00
17.70
644.28
34.67
1.04
21.33
2.00
44.37
17.70
1.00
5.20
92.04
2.00
1.00
3.20
6.40
1
AREA 1
0.20
8.60
5.20
8.94
2
AREA 2
0.20
1.00
3.20
0.64
7
DINDING PENAHAN TANAH TBL. 20 CM
0.20
5.00
COR BETON
0.12
93.89
BESI DIA. 19 MM
2.23
1,738.67
3.80
14,733.46
BESI DIA. 13 MM
1.04
48.00
130.40
6,509.57
BEKISTING
1.00
130.40
7.20
938.88
1
HORIZONTAL
0.20
67.00
3.60
48.24
2
VERTIKAL
0.20
63.40
3.60
45.65
8
TANGGA BETON
0.25
1
PONDASI PLAT TANGGA 1
1.50
0.25
1.20
0.45
PONDASI PLAT TANGGA 2
1.50
0.25
1.20
0.45
PONDASI PLAT TANGGA 3
7.20
0.25
1.20
2.16
TUL. BESI DIA. 12 mm - 15 cm
0.89
55.20
2.00
98.26
3.40
TUL. BESI DIA. 12 mm - 15 cm
0.89
252.80
1.00
224.99
2.80
8.00
BEKISTING
5.40
0.25
2.00
2.70
14.80
48.00
16.80
0.25
1.00
4.20
KOLOM STUMP TANGGA 1 TBL. 12 CM
0.12
1.50
1.20
0.22
KOLOM STUMP TANGGA 2 TBL. 12 CM
0.12
1.50
1.20
0.22
KOLOM STUMP TANGGA 3 TBL. 12 CM
0.12
7.20
1.20
1.04
TUL. BESI DIA. 10 mm - 12 cm
0.89
65.40
2.00
116.41
3.24
12.50
TUL. BESI DIA. 10 mm - 12 cm
0.89
304.80
1.00
271.27
2.64
10.00
BEKISTING
3.40
1.20
2.00
8.16
14.64
60.00
14.80
1.20
1.00
17.76
PLAT BORDES TANGGA 1 TBL. 12 CM
0.12
6.55
3.10
2.44
PLAT BORDES TANGGA 2 TBL. 12 CM
0.12
6.55
3.10
2.44
PLAT BORDES TANGGA 3 TBL. 12 CM
0.12
51.84
1.00
6.22
4.00
COR BETON
2
3.06
COR BETON
3
28.00
0.15
Tangga 1 & 2 10.00
1.47
COR BETON
4
0.62
-
13.34
54.58
TUL. BESI DIA. 10 mm - 12 cm
0.62
-
6.44
25.83
BEKISTING
6.55
BALOK BORDES 20/30 TANGGA 1
0.06
3.10
2.00
0.37
BALOK BORDES 20/30 TANGGA 2
0.06
3.10
2.00
0.37
BALOK BORDES 20/30 TANGGA 3
0.06
7.20
1.00
0.43
TUL. UTAMA BESI DIA. 12 mm
0.89
18.60
2.00
33.11
SENGKANG BESI DIA. 8 mm
0.40
BEKISTING
0.80
19.60
1.00
15.68
PLAT BETON ANAK TANGGA 1
0.02
28.00
1.50
0.95
PLAT BETON ANAK TANGGA 2
0.02
28.00
1.50
0.89
PLAT BETON ANAK TANGGA 3
0.02
13.00
7.20
2.09
14.15
0.11
12.50
0.11
12.50
0.11
12.50
0.11
22.22
0.11
16.67
0.11
1.18 -
COR BETON
3.93
TUL. BESI DIA. 10 mm - 12 cm
0.62
-
TUL. BESI DIA. 10 mm - 12 cm
0.62
-
BEKISTING
9
10
11
12
13
14
12.00
TUL. BESI DIA. 10 mm - 12 cm
COR BETON
5
11.09
-
KOLOM BULAT D 30 CM K6
0.07
COR BETON
0.07
5.90
2.00
0.83
TUL. UTAMA BESI 8 DIA. 16 mm
1.58
44.70
2.00
141.25
SENGKANG BESI DIA. 10 mm
0.62
49.40
2.00
61.26
BEKISTING
0.94
5.90
2.00
11.12
KOLOM 20/30 + 10/20 K7
0.08
COR BETON
0.08
5.90
2.00
0.94
TUL. UTAMA BESI 8 DIA. 16 mm
1.58
74.50
2.00
235.42
SENGKANG BESI DIA. 10 mm
0.62
94.40
2.00
117.06
BEKISTING
1.20
5.90
2.00
14.16
KOLOM 20/30 + 10/20 K8
0.08
COR BETON
0.08
5.90
6.00
2.83
TUL. UTAMA BESI 8 DIA. 16 mm
1.58
59.60
6.00
565.01
SENGKANG BESI DIA. 10 mm
0.62
94.40
6.00
351.17
BEKISTING
1.20
5.90
6.00
42.48
KOLOM 20/30 + 10/20 K9
0.08
COR BETON
0.08
5.90
1.00
0.47
TUL. UTAMA BESI 8 DIA. 16 mm
1.58
119.20
1.00
188.34
SENGKANG BESI DIA. 10 mm
0.62
94.40
1.00
58.53
BEKISTING
1.20
5.90
1.00
7.08
KOLOM 15/30 K.10
0.05
COR BETON
0.05
5.90
7.00
1.86
TUL. UTAMA BESI 8 DIA. 16 mm
1.58
29.80
7.00
329.59
SENGKANG BESI DIA. 10 mm
0.62
41.96
7.00
182.09
BEKISTING
0.90
5.90
7.00
37.17
KOLOM 20/30 K.11
0.06
15
16
COR BETON
0.06
5.90
3.00
1.06
TUL. UTAMA BESI 8 DIA. 16 mm
1.58
29.80
3.00
141.25
SENGKANG BESI DIA. 10 mm
0.62
47.20
3.00
87.79
BEKISTING
1.00
5.90
3.00
17.70
KOLOM 15/30 K.12
0.05
COR BETON
0.05
5.90
12.00
3.19
TUL. UTAMA BESI 8 DIA. 12 mm
0.89
29.80
12.00
318.26
SENGKANG BESI DIA. 8 mm
0.40
41.96
12.00
198.87
BEKISTING
0.90
5.90
12.00
63.72
KOLOM PRAKTIS KP
0.02
COR BETON
0.02
5.90
24.00
3.19
TUL. UTAMA BESI 8 DIA. 12 mm
0.89
26.60
24.00
568.18
SENGKANG BESI DIA. 8 mm
0.40
19.67
24.00
186.44
BEKISTING
0.90
5.90
24.00
127.44
22.22
0.11
44.44
0.15
5.56
0.13
12.50
0.13
8.33
0.12
4.00
0.15
LANTAI DASAR 1
BALOK 30/60 (B.1)
0.18
64.15
COR BETON
2
64.15
TUL. UTAMA BESI DIA. 19 MM
2.23
14.00
356.40
11,126.81
TUL. PEMBAGI BESI DIA. 13 MM
1.04
2.00
356.40
741.31
SENGKANG BESI DIA. 10 MM
0.62
2,851.20
1.70
3,005.16
BEKISTING
1.26
1.00
356.40
449.06
HORIZONTAL
0.18
1.00
199.80
35.96
VERTIKAL
0.18
1.00
156.60
28.19
BALOK 20/40 (B.A)
0.08
15.25
COR BETON
3
15.25
TUL. UTAMA BESI DIA. 19 MM
2.23
8.00
277.20
TUL. PEMBAGI BESI DIA. 13 MM
1.04
2.00
277.20
4,945.25 576.58
SENGKANG BESI DIA. 10 MM
0.62
2,217.60
1.10
1,512.40
BEKISTING
0.76
1.00
277.20
210.67
HORIZONTAL
0.08
1.00
79.20
6.34
VERTIKAL
0.05
1.00
198.00
8.91
PLAT LANTAI
0.12
21,746.58
COR BETON
116.02
BESI DIA. 10 MM - 12 CM
19,981.98
BEKISTING
8.33
966.87
1
AREA 1
0.12
36.00
18.00
77.76
2
AREA 2
0.12
21.60
3.60
9.33
3
AREA 3
0.12
7.20
7.20
6.22
4
AREA 4
0.12
21.60
3.60
9.33
5
AREA 5 (pengurang tangga)
0.12
9.60
(3.60)
(4.15)
6
AREA 6 (Keliling luar)
0.12
141.20
1.10
18.64
7
AREA 7 (Pengurang lift)
0.12
2.50
(2.50)
(0.75)
8
AREA 8 (Pengurang shaft)
0.12
2.00
(1.50)
(0.36)
4
KOLOM 50/50 K1
0.25
5
6
7
8
COR BETON
0.25
4.20
30.00
31.50
TUL. UTAMA BESI 8 DIA. 22 mm
2.98
79.20
30.00
7,080.48
SENGKANG BESI DIA. 10 mm
0.62
53.20
30.00
989.52
BEKISTING
2.00
4.20
30.00
252.00
KOLOM LIFT 30/70 + 30/30
0.30
COR BETON
0.30
4.20
2.00
2.52
TUL. UTAMA BESI DIA. 19 mm
2.23
89.10
2.00
397.39
SENGKANG BESI DIA. 10 mm
0.62
72.80
2.00
90.27
BEKISTING
2.80
4.20
2.00
23.52
KOLOM LIFT 30/60 + 30/30
0.27
COR BETON
0.27
4.20
2.00
2.27
TUL. UTAMA BESI DIA. 19 mm
2.23
89.10
2.00
397.39
SENGKANG BESI DIA. 10 mm
0.62
67.20
2.00
83.33
BEKISTING
2.40
4.20
2.00
20.16
KOLOM PRAKTIS 12/12
0.25
COR BETON
0.25
4.20
30.00
31.50
TUL. UTAMA BESI 8 DIA. 22 mm
2.98
79.20
30.00
7,080.48
SENGKANG BESI DIA. 10 mm
0.62
53.20
30.00
989.52
BEKISTING
2.00
4.20
30.00
252.00
DINDING SUNSCREEN TBL. 10 CM
0.10
1,961.72
COR BETON
-
AREA 1
0.12
-
2
AREA 2
0.12
-
3
AREA 3
0.12
-
4
AREA 4
0.12
-
5
AREA 5 (pengurang tangga)
0.12
-
6
AREA 6 (Keliling luar)
0.12
-
7
AREA 7 (Pengurang lift)
0.12
-
8
AREA 8 (Pengurang shaft)
0.12
-
9
DINDING LIFT TBL. 20 CM
0.20
COR BETON
BESI DIA. 13 MM BEKISTING
3.70
0.15
4.00
0.15
10.00
0.12
5.00
0.12
10.00
1
BESI DIA. 19 MM
0.15
-
BESI DIA. 10 MM - 12 CM BEKISTING
3.33
7.66 2.23
119.00
4.40
1,167.63
2.23
14.00
4.40
137.37
6.67
1.04
28.00
17.70
515.42
28.00
1.04
14.67
2.00
30.51
17.70
1.00
4.20
74.34
2.00
1.00
2.20
4.40
1
AREA 1
0.20
8.60
4.20
7.22
2
AREA 2
0.20
1.00
2.20
0.44
9
PLAT BETON KANOPI TBL. 10 CM
0.10
1
AREA 1
0.10
29.60
0.73
2.15
2
AREA 2
0.10
6.65
0.88
0.58
3
AREA 3
0.10
4.00
0.73
0.29
4
AREA
0.10
-
5
AREA
0.10
-
3.02
10.00
0.15
10
MEJA BETON TEBAL 10 CM
0.10
-
1
DAPUR
0.10
-
0.10
-
11
TANGGA BETON
0.25
5
PLAT BORDES TANGGA 1 TBL. 12 CM
0.12
6.55
3.10
2.44
PLAT BORDES TANGGA 2 TBL. 12 CM
0.12
6.55
3.10
2.44
10.00
0.15
4.00
0.15
5.56
0.13
12.50
0.13
8.33
0.12
4.87 2
PLAT BETON ANAK TANGGA 1
0.02
28.00
1.50
0.95
PLAT BETON ANAK TANGGA 2
0.02
28.00
1.50
0.89 1.84
1
BALOK BORDES 20/30 TANGGA 1
0.06
3.10
2.00
0.37
2
BALOK BORDES 20/30 TANGGA 2
0.06
3.10
2.00
0.37 0.74
LANTAI SATU 1
BALOK 30/60 (B.1)
0.18
57.67
COR BETON
2
57.67
TUL. UTAMA BESI DIA. 19 MM
2.23
14.00
320.40
TUL. PEMBAGI BESI DIA. 13 MM SENGKANG BESI DIA. 10 MM
1.04
2.00
320.40
666.43
0.62
2,563.20
1.70
2,701.61
BEKISTING
1.26
1.00
320.40
403.70
HORIZONTAL
0.18
1.00
178.20
32.08
VERTIKAL
0.18
1.00
142.20
25.60
BALOK 20/40 (B.A)
0.08
15.83
COR BETON
3
10,002.89
15.83
TUL. UTAMA BESI DIA. 19 MM
2.23
8.00
285.12
5,086.54
TUL. PEMBAGI BESI DIA. 13 MM
1.04
2.00
285.12
593.05
SENGKANG BESI DIA. 10 MM
0.62
2,280.96
1.10
1,555.61
BEKISTING
0.76
1.00
285.12
216.69
HORIZONTAL
0.08
1.00
85.68
6.85
VERTIKAL
0.05
1.00
199.44
8.97
PLAT LANTAI
0.12
COR BETON
110.78
BESI DIA. 10 MM - 12 CM
19,079.06
BEKISTING
8.33
923.18
1
AREA 1
0.12
36.00
18.00
77.76
2
AREA 2
0.12
21.60
3.60
9.33
3
AREA 3
0.12
7.20
7.20
6.22
4
AREA 4
0.12
6.48
6.48
5.04
5
AREA 5 (pengurang tangga)
0.12
9.60
(3.60)
(4.15)
6
AREA 6 (Keliling luar)
0.12
134.00
1.10
17.69
7
AREA 7 (Pengurang lift)
0.12
2.50
(2.50)
(0.75)
8
AREA 8 (Pengurang shaft)
0.12
2.00
(1.50)
(0.36)
4
5
6
5
6
KOLOM 50/50 K1
0.25
COR BETON
0.25
4.20
30.00
31.50
TUL. UTAMA BESI 8 DIA. 22 mm
2.98
79.20
30.00
7,080.48
SENGKANG BESI DIA. 10 mm
0.62
53.20
30.00
989.52
BEKISTING
2.00
4.20
30.00
252.00
KOLOM LIFT 30/70 + 30/30
0.30
COR BETON
0.30
4.20
2.00
2.52
TUL. UTAMA BESI DIA. 19 mm
2.23
89.10
2.00
397.39
SENGKANG BESI DIA. 10 mm
0.62
72.80
2.00
90.27
BEKISTING
2.80
4.20
2.00
23.52
KOLOM LIFT 30/60 + 30/30
0.27
COR BETON
0.27
4.20
2.00
2.27
TUL. UTAMA BESI DIA. 19 mm
2.23
89.10
2.00
397.39
SENGKANG BESI DIA. 10 mm
0.62
67.20
2.00
83.33
BEKISTING
2.40
4.20
2.00
20.16
KOLOM PRAKTIS 12/12
0.25
COR BETON
0.25
4.20
30.00
31.50
TUL. UTAMA BESI 8 DIA. 22 mm
2.98
79.20
30.00
7,080.48
SENGKANG BESI DIA. 10 mm
0.62
53.20
30.00
989.52
BEKISTING
2.00
4.20
30.00
252.00
DINDING SUNSCREEN TBL. 10 CM
0.10
COR BETON
AREA 1
0.12
21.60
3.60
9.33
AREA 2
0.12
36.00
18.00
77.76
3
AREA 3
0.12
21.60
3.60
9.33
4
AREA 4
0.12
7.20
7.20
6.22
5
AREA 5 (pengurang tangga)
0.12
9.60
(3.60)
(4.15)
6
AREA 6 (Keliling luar)
0.12
129.60
1.10
17.11
7
AREA 7
0.12
7
DINDING LIFT TBL. 20 CM
3.70
0.15
4.00
0.15
10.00
0.12
0.20
5.00
0.12
-
COR BETON
BEKISTING
0.15
1,156.03
2
BESI DIA. 13 MM
3.33
23,891.33 10.00
1
BESI DIA. 19 MM
0.15
115.60
BESI DIA. 10 MM - 12 CM BEKISTING
4.00
7.66 2.23
119.00
4.40
1,167.63
2.23
14.00
4.40
137.37
6.67
1.04
28.00
17.70
515.42
28.00
1.04
14.67
2.00
30.51
17.70
1.00
4.20
74.34
2.00
1.00
2.20
4.40
1
AREA 1
0.20
8.60
4.20
7.22
2
AREA 2
0.20
1.00
2.20
0.44
7
PLAT BETON KANOPI TBL. 10 CM
0.10
-
1
AREA 1
0.10
-
2
AREA 2
0.10
-
3
AREA 3
0.10
-
4
AREA
0.10
-
10.00
0.15
5
AREA
0.10
-
8
MEJA BETON TEBAL 10 CM
0.10
-
1
DAPUR
0.10
-
0.10
-
9
TANGGA BETON
0.25
1
PLAT BORDES TANGGA 1 TBL. 12 CM
0.12
5.20
3.10
1.93
PLAT BORDES TANGGA 2 TBL. 12 CM
0.12
1.75
1.05
0.22
1
BALOK BORDES 15/30
0.05
1.75
1.00
0.08
2
PLAT BETON ANAK TANGGA
0.02
23.00
0.85
0.42
3
PLAT BETON ANAK TANGGA
0.02
-
0.18
57.67
10.00
0.15
4.00
0.15
5.56
0.13
12.50
0.13
8.33
0.12
4.00
0.15
LANTAI DUA 1
BALOK 30/60 (B.1) COR BETON
2
57.67
TUL. UTAMA BESI DIA. 19 MM
2.23
14.00
320.40
TUL. PEMBAGI BESI DIA. 13 MM
1.04
2.00
320.40
666.43
SENGKANG BESI DIA. 10 MM
0.62
2,563.20
1.70
2,701.61
BEKISTING
1.26
1.00
320.40
403.70
HORIZONTAL
0.18
1.00
178.20
32.08
VERTIKAL
0.18
1.00
142.20
25.60
BALOK 20/40 (B.A)
0.08
15.83
COR BETON
3
10,002.89
15.83
TUL. UTAMA BESI DIA. 19 MM
2.23
8.00
285.12
TUL. PEMBAGI BESI DIA. 13 MM
1.04
2.00
285.12
5,086.54 593.05
SENGKANG BESI DIA. 10 MM
0.62
2,280.96
1.10
1,555.61
BEKISTING
0.76
1.00
285.12
216.69
HORIZONTAL
0.08
1.00
85.68
6.85
VERTIKAL
0.05
1.00
199.44
8.97
PLAT LANTAI
0.12
22,414.25
COR BETON
110.78
BESI DIA. 10 MM - 12 CM
19,079.06
BEKISTING
8.33
923.18
1
AREA 1
0.12
36.00
18.00
77.76
2
AREA 2
0.12
21.60
3.60
9.33
3
AREA 3
0.12
7.20
7.20
6.22
4
AREA 4
0.12
6.48
6.48
5.04
5
AREA 5 (pengurang tangga)
0.12
9.60
(3.60)
(4.15)
6
AREA 6 (Keliling luar)
0.12
134.00
1.10
17.69
7
AREA 7 (Pengurang lift)
0.12
2.50
(2.50)
(0.75)
8
AREA 8 (Pengurang shaft)
0.12
2.00
(1.50)
(0.36)
4
KOLOM 50/50 K1
0.25
COR BETON
0.25
4.20
30.00
31.50
TUL. UTAMA BESI 8 DIA. 22 mm
2.98
79.20
30.00
7,080.48
SENGKANG BESI DIA. 10 mm
0.62
84.00
30.00
1,562.40
5
6
5
6
BEKISTING
2.00
4.20
30.00
252.00
KOLOM LIFT 30/70 + 30/30
0.30
COR BETON
0.30
4.20
2.00
2.52
TUL. UTAMA BESI DIA. 19 mm
2.23
89.10
2.00
397.39
SENGKANG BESI DIA. 10 mm
0.62
72.80
2.00
90.27
BEKISTING
2.80
4.20
2.00
23.52
KOLOM LIFT 30/60 + 30/30
0.27
COR BETON
0.27
4.20
2.00
2.27
TUL. UTAMA BESI DIA. 19 mm
2.23
89.10
2.00
397.39
SENGKANG BESI DIA. 10 mm
0.62
67.20
2.00
83.33
BEKISTING
2.40
4.20
2.00
20.16
KOLOM PRAKTIS 12/12
0.25
COR BETON
0.25
4.20
30.00
31.50
TUL. UTAMA BESI 8 DIA. 22 mm
2.98
79.20
30.00
7,080.48
SENGKANG BESI DIA. 10 mm
0.62
53.20
30.00
989.52
BEKISTING
2.00
4.20
30.00
252.00
DINDING SUNSCREEN TBL. 10 CM
0.10
2,003.38
COR BETON
-
AREA 1
0.12
-
2
AREA 2
0.12
-
3
AREA 3
0.12
-
4
AREA 4
0.12
-
5
AREA 5 (pengurang tangga)
0.12
-
6
AREA 6 (Keliling luar)
0.12
-
7
AREA 7
0.12
-
7
DINDING LIFT TBL. 20 CM
0.20
COR BETON
BESI DIA. 13 MM BEKISTING
3.70
0.15
4.00
0.15
10.00
0.12
5.00
0.12
10.00
1
BESI DIA. 19 MM
0.15
-
BESI DIA. 10 MM - 12 CM BEKISTING
3.33
7.66 2.23
119.00
4.40
1,226.01
2.23
14.00
4.40
137.37
6.67
1.04
28.00
17.70
515.42
28.00
1.04
14.67
2.00
30.51
17.70
1.00
4.20
74.34
2.00
1.00
2.20
4.40
1
AREA 1
0.20
8.60
4.20
7.22
2
AREA 2
0.20
1.00
2.20
0.44
8
PLAT BETON KANOPI TBL. 10 CM
0.10
-
1
AREA 1
0.10
-
2
AREA 2
0.10
-
3
AREA 3
0.10
-
4
AREA
0.10
-
5
AREA
0.10
-
9
MEJA BETON TEBAL 10 CM
0.10
-
10.00
0.15
10.00
0.15
1
DAPUR
0.10
-
0.10
-
10
TANGGA BETON
0.25
1
PLAT BORDES TANGGA 1 TBL. 12 CM
0.12
6.46
0.85
0.66
PLAT BORDES TANGGA 2 TBL. 12 CM
0.12
1.75
1.05
0.22
1
BALOK BORDES 15/30
0.05
1.75
1.00
0.08
2
PLAT BETON ANAK TANGGA
0.02
23.00
0.85
0.42
3
PLAT BETON ANAK TANGGA
0.02
-
0.18
57.67
4.00
0.15
5.56
0.13
12.50
0.13
8.33
0.12
4.00
0.15
3.33
0.15
LANTAI TIGA 1
BALOK 30/60 (B.1) COR BETON
2
57.67
TUL. UTAMA BESI DIA. 19 MM
2.23
14.00
320.40
TUL. PEMBAGI BESI DIA. 13 MM
1.04
2.00
320.40
666.43
SENGKANG BESI DIA. 10 MM
0.62
2,563.20
1.70
2,701.61
BEKISTING
1.26
1.00
320.40
403.70
HORIZONTAL
0.18
1.00
178.20
32.08
VERTIKAL
0.18
1.00
142.20
25.60
BALOK 20/40 (B.A)
0.08
15.83
COR BETON
3
10,002.89
15.83
TUL. UTAMA BESI DIA. 19 MM
2.23
8.00
285.12
TUL. PEMBAGI BESI DIA. 13 MM
1.04
2.00
285.12
5,086.54 593.05
SENGKANG BESI DIA. 10 MM
0.62
2,280.96
1.10
1,555.61
BEKISTING
0.76
1.00
285.12
216.69
HORIZONTAL
0.08
1.00
85.68
6.85
VERTIKAL
0.05
1.00
199.44
8.97
PLAT LANTAI
0.12
22,297.49
COR BETON
110.78
BESI DIA. 10 MM - 12 CM
19,079.06
BEKISTING
8.33
1
AREA 1
0.12
36.00
18.00
77.76
2
AREA 2
0.12
21.60
3.60
9.33
3
AREA 3
0.12
7.20
7.20
6.22
4
AREA 4
0.12
6.48
6.48
5.04
5
AREA 5 (pengurang tangga)
0.12
9.60
(3.60)
(4.15)
6
AREA 6 (Keliling luar)
0.12
134.00
1.10
17.69
7
AREA 7 (Pengurang lift)
0.12
2.50
(2.50)
(0.75)
8
AREA 8 (Pengurang shaft)
0.12
2.00
(1.50)
(0.36)
4
KOLOM 50/50 K1
0.25
COR BETON
0.25
4.20
30.00
31.50
TUL. UTAMA BESI 8 DIA. 22 mm
2.98
79.20
30.00
7,080.48
SENGKANG BESI DIA. 10 mm
0.62
84.00
30.00
1,562.40
BEKISTING
2.00
4.20
30.00
252.00
KOLOM LIFT 30/70 + 30/30
0.30
5
923.18
6
5
6
COR BETON
0.30
4.20
2.00
2.52
TUL. UTAMA BESI DIA. 19 mm
2.23
89.10
2.00
397.39
SENGKANG BESI DIA. 10 mm
0.62
72.80
2.00
90.27
BEKISTING
2.80
4.20
2.00
23.52
KOLOM LIFT 30/60 + 30/30
0.27
COR BETON
0.27
4.20
2.00
2.27
TUL. UTAMA BESI DIA. 19 mm
2.23
89.10
2.00
397.39
SENGKANG BESI DIA. 10 mm
0.62
67.20
2.00
83.33
BEKISTING
2.40
4.20
2.00
20.16
KOLOM PRAKTIS 12/12
0.25
COR BETON
0.25
4.20
30.00
31.50
TUL. UTAMA BESI 8 DIA. 22 mm
2.98
79.20
30.00
7,080.48
SENGKANG BESI DIA. 10 mm
0.62
53.20
30.00
989.52
BEKISTING
2.00
4.20
30.00
252.00
DINDING SUNSCREEN TBL. 10 CM
0.10
1,944.99
COR BETON
-
AREA 1
0.12
-
2
AREA 2
0.12
-
3
AREA 3
0.12
-
4
AREA 4
0.12
-
5
AREA 5 (pengurang tangga)
0.12
-
6
AREA 6 (Keliling luar)
0.12
-
7
AREA 7
0.12
-
7
DINDING LIFT TBL. 20 CM
0.20
COR BETON
BESI DIA. 13 MM BEKISTING
4.00
0.15
10.00
0.12
5.00
0.12
10.00
1
BESI DIA. 19 MM
0.15
-
BESI DIA. 10 MM - 12 CM BEKISTING
3.70
7.66 2.23
119.00
4.40
1,167.63
2.23 1.04
14.00
4.40
137.37
6.67
28.00
17.70
515.42
28.00
1.04
14.67
2.00
30.51
17.70
1.00
4.20
74.34
2.00
1.00
2.20
4.40
1
AREA 1
0.20
8.60
4.20
7.22
2
AREA 2
0.20
1.00
2.20
0.44
8
PLAT BETON KANOPI TBL. 10 CM
0.10
-
1
AREA 1
0.10
-
2
AREA 2
0.10
-
3
AREA 3
0.10
-
4
AREA
0.10
-
5
AREA
0.10
-
9
MEJA BETON TEBAL 10 CM
0.10
-
1
DAPUR
0.10
-
0.10
-
10.00
0.15
10.00
0.15
LANTAI EMPAT 1
BALOK 30/60 (B.1)
0.18
61.56
COR BETON
2
TUL. UTAMA BESI DIA. 19 MM
2.23
14.00
342.00
TUL. PEMBAGI BESI DIA. 13 MM
1.04
2.00
342.00
711.36
SENGKANG BESI DIA. 10 MM
0.62
2,736.00
1.70
2,883.74
BEKISTING
1.26
1.00
342.00
430.92
HORIZONTAL
0.18
1.00
199.80
35.96
VERTIKAL
0.18
1.00
142.20
25.60
BALOK 20/40 (B.A)
0.08 2.23
8.00
263.52
TUL. PEMBAGI BESI DIA. 13 MM SENGKANG BESI DIA. 10 MM
1.04
2.00
263.52
548.12
0.62
2,108.16
1.10
1,437.77
BEKISTING
0.76
1.00
263.52
200.28
HORIZONTAL
0.08
1.00
64.08
5.13
VERTIKAL
0.05
1.00
199.44
8.97
PLAT LANTAI
0.12
8.33
0.12
4.00
0.15
25.00
0.15
3.33
0.15
3.70
0.15
114.93 19,793.30
BEKISTING
8.33
1
AREA 1
0.12
36.00
18.00
77.76
2
AREA 2
0.12
21.60
3.60
9.33
3
AREA 3
0.12
7.20
7.20
6.22
4
AREA 4
0.12
6.48
6.48
5.04
5
AREA 6 (Keliling luar)
0.12
134.00
1.10
17.69
6
AREA 7 (Pengurang lift)
0.12
2.50
(2.50)
(0.75)
7
AREA 8 (Pengurang shaft)
0.12
2.00
(1.50)
(0.36)
4
KOLOM 50/50 K1
0.25
COR BETON
0.25
3.00
14.00
10.50
TUL. UTAMA BESI 8 DIA. 22 mm
2.98
60.00
14.00
2,503.20
SENGKANG BESI DIA. 10 mm
0.62
60.00
14.00
520.80
BEKISTING
2.00
3.00
14.00
84.00
KOLOM 20/20 K2
0.04
COR BETON
0.04
3.00
16.00
1.92
TUL. UTAMA BESI 8 DIA. 22 mm
2.98
45.00
16.00
2,145.60
SENGKANG BESI DIA. 10 mm
0.62
14.00
16.00
138.88
BEKISTING
0.80
3.00
16.00
38.40
KOLOM LIFT 30/70 + 30/30
0.30
COR BETON
0.30
4.00
2.00
2.40
TUL. UTAMA BESI DIA. 19 mm
2.23
85.50
2.00
381.33
SENGKANG BESI DIA. 10 mm
0.62
69.33
2.00
85.97
BEKISTING
2.80
4.00
2.00
22.40
KOLOM LIFT 30/60 + 30/30
0.27
COR BETON
0.27
4.00
2.00
2.16
7
0.13
4,701.20
51,981.22
BESI DIA. 10 MM - 12 CM
6
12.50
14.10
TUL. UTAMA BESI DIA. 19 MM
COR BETON
5
0.13
10,677.24
14.10
COR BETON
3
5.56
61.56
957.74
6
TUL. UTAMA BESI DIA. 19 mm
2.23
85.50
2.00
381.33
SENGKANG BESI DIA. 10 mm
0.62
64.00
2.00
79.36
BEKISTING
2.40
4.00
2.00
19.20
DINDING SUNSCREEN TBL. 10 CM
0.10
17,400.08
COR BETON BESI DIA. 10 MM - 12 CM BEKISTING AREA 1
0.12
21.60
3.60
9.33
AREA 2
0.12
36.00
18.00
77.76
3
AREA 3
0.12
21.60
3.60
9.33
4
AREA 4
0.12
7.20
7.20
6.22
5
AREA 6 (Keliling luar)
0.12
129.60
1.10
17.11
6
AREA 7
0.12
7
DINDING LIFT TBL. 20 CM
0.20
0.12
10.80
72.00
10.00
0.15
0.13
-
COR BETON
BEKISTING
5.00
1,197.50
2
BESI DIA. 13 MM
0.12
24,748.42 10.00
1
BESI DIA. 19 MM
10.00
119.75
7.32 2.23
119.00
4.20
1,114.55
2.23
14.00
4.20
131.12
1.04
27.00
17.70
497.02
1.04
15.00
2.00
31.20
17.70
1.00
4.00
70.80
2.00
1.00
2.00
4.00
1
AREA 1
0.20
8.60
4.00
6.88
2
AREA 2
0.20
1.00
2.20
0.44
7
PLAT BETON KANOPI TBL. 10 CM
0.10
-
1
AREA 1
0.10
-
2
AREA 2
0.10
-
3
AREA 3
0.10
-
4
AREA
0.10
-
5
AREA
0.10
-
0.18
23.33
5.56
23.33
5,678.89
LANTAI ATAP 1
BALOK 30/60 (B.1) COR BETON
2
TUL. UTAMA BESI DIA. 19 MM
2.23
14.00
129.60
TUL. PEMBAGI BESI DIA. 13 MM
1.04
2.00
129.60
4,046.11 269.57
SENGKANG BESI DIA. 10 MM
0.62
1,036.80
1.70
1,092.79
BEKISTING
1.26
1.00
129.60
163.30
HORIZONTAL
0.18
1.00
70.20
12.64
VERTIKAL
0.18
1.00
59.40
10.69
BALOK 20/40 (B.A)
0.08
4.90
COR BETON
4.90
TUL. UTAMA BESI DIA. 19 MM
2.23
8.00
87.12
1,554.22
TUL. PEMBAGI BESI DIA. 13 MM
1.04
2.00
87.12
181.21
SENGKANG BESI DIA. 10 MM
0.62
696.96
1.10
475.33
BEKISTING
0.76
1.00
87.12
66.21
12.50
0.13
3
HORIZONTAL
0.08
1.00
28.08
2.25
VERTIKAL
0.05
1.00
59.04
2.66
PLAT DAK TEBAL 12 CM
0.12
40.77
COR BETON
40.77
BESI DIA. 10 MM - 12 CM
7,021.51
BEKISTING
8.33
339.75
1
AREA 1
0.12
21.60
7.20
18.66
2
AREA 2
0.12
7.20
7.20
6.22
3
AREA 3
0.12
6.48
6.48
5.04
4
AREA 4 (Keliling luar)
0.12
90.40
1.00
10.85
5
AREA 7
0.12
-
8.33
0.12
Keliling
Jumlah
Berat
Keliling
Volume
Sengkang
besi
Besi
Bekisting
Luas beton
Plesteran
(m)
(bh)
(kg)
(m2)
(m2)
(m2)
g
h = (d x e x g)
22.00
34.00
33.33
2.00
33.33
34.00
22.00
Keliling
Jumlah
Berat
Keliling
Volume
Sengkang
besi
Besi
Bekisting
Luas beton
Plesteran
(m)
(bh)
(kg)
(m2)
(m2)
(m2)
g
h = (d x e x g)
1.70
14.00
232.94
7.78
1.10
6.00
256.75
17.50 0.30
103.33
-
5.00
Keliling
Jumlah
Berat
Keliling
Volume
Sengkang
besi
Besi
Bekisting
Luas beton
Plesteran
(m)
(bh)
(kg)
(m2)
(m2)
(m2)
g
h = (d x e x g)
1.90
1.50
2.60
2.40
16.00
12.00
18.00
18.00
192.95
228.25
187.90
205.41
7.20 1.60
230.40
2.40
272.16
2.40
28.08
2.40
28.08
11.25
6.00
6.67
2.40
18.00
554.62
18.00 2.40
2.40
18.00
693.28
28.08
22.50 2.40
103.33
103.33
122.03
5.00 1.20
-
2.40
-
2.59
0.78
5.00
4.00
0.94
1.80
1.80
1.80
0.80
0.90
6.00
10.00
8.00
16.00
4.00
4.00
228.43
353.65
310.20
484.00
262.26
206.80
13.33 2.59
30.59
2.40
28.32
2.40
84.96
2.40
14.16
2.40
99.12
15.00
15.00
15.00
20.00
13.33
0.80
0.50
1.70
4.00
4.00
14.00
262.26
410.01
197.58
2.40
42.48
2.40
169.92
2.40
339.84
20.00
13.33
8.33 1.25
1.10
1.90
8.00
16.00
273.30
-
1.25
6,237.00
1.25
6,058.80
1.25
445.50
1.25
-
1.25
249.75
9.50
172.22
8.33
192.95
7.20
0.45
-
0.45
997.92
2.60
18.00
187.90
6.00
2.40
18.00
205.41
6.67
1.90
16.00
192.95
7.20
206.67
10.00
103.33
5.00
105.33
10.00
1.60
201.60
1.60
201.60
1.70
14.00
52.67
10.00
122.03
4.00
197.58
8.33 1.25
1.10
8.00
273.30
5,607.00
1.25
5,446.80
1.25
400.50
1.25
-
1.25
222.75
9.50 0.45 0.45
172.22
-
1.25
8.33
1,026.43
1.90
16.00
192.95
7.20
2.60
18.00
187.90
6.00
2.40
18.00
205.41
6.67
1.90
16.00
192.95
7.20
206.67
10.00
103.33
5.00
105.33
10.00
1.60
201.60
1.60
201.60
1.70
14.00
52.67
10.00
122.03
4.00
197.58
8.33 1.25
1.10
8.00
273.30
5,607.00
1.25
5,446.80
1.25
400.50
1.25
-
1.25
222.75
9.50 0.45
3.00
16.00
-
1.25
172.22
8.33
212.96
7.20
-
0.45
1,026.43
1.60
201.60
2.60
18.00
187.90
6.00
2.40
18.00
205.41
6.67
1.90
16.00
192.95
7.20 1.60
206.67
10.00
103.33
5.00
105.33
10.00
52.67
10.00
201.60
1.70
14.00
122.03
4.00
197.58
8.33 1.25
1.10
8.00
273.30
5,607.00
1.25
5,446.80
1.25
400.50
1.25
-
1.25
222.75
9.50 0.45
3.00
2.60
16.00
18.00
172.22
8.33
212.96
7.20
187.90
-
1.25
6.00
-
0.45
1,026.43
1.60
201.60
2.40
18.00
205.41
6.67
1.90
16.00
192.95
7.20 1.60
206.67
10.00
103.33
5.00
105.33
10.00
52.67
10.00
201.60
1.70
14.00
197.58
8.33 1.25
1.10
3.00
0.70
8.00
16.00
12.00
273.30
5,985.00
1.25
5,814.00
1.25
427.50
1.25
-
1.25
249.75
9.50
172.22
8.33
212.96
7.20
822.07
-
1.25
0.45
-
0.45
948.67
1.60
67.20
1.60
76.80
45.00
2.60
18.00
187.90
6.00
2.40
18.00
205.41
6.67
1.70
14.00
206.67
10.00
103.33
5.00
105.33
10.00
243.44
8.33 1.25
1.10
8.00
273.30
-
1.25
2,268.00
1.25
2,203.20
1.25
162.00
1.25
-
1.25
87.75
9.50 0.45
-
0.45
313.63
172.22
8.33
VOLUME PEKERJAAN PONDASI
No.
panjang
lebar
tinggi
volume
Pekerjaan
(m)
(m)
(m)
(m3)
b
c
d
e
f = (cxdxe)
a GALIAN TANAH 1
Galian Tanah basement
2
Galian tanah poer
-
3
Galian tanah Sloof 35/70
0.35
1,242.45
0.70
304.40
4
Galian tanah Sloof 25/50
0.25
440.23
0.50
55.03
5
Galian tanah Sloof 40/85
0.40
99.00
0.85
33.66
-
393.09 TIMBUNAN TANAH 1
Timbunan tanah dalam ruangan
-
2
Timbunan tanah Selasar (keramik)
-
3
Timbunan tanah Selasar (rabat)
-
PONDASI 1
Pondasi menerus
#REF!
0.43
0.80
#REF!
2
Pondasi menerus
#REF!
0.35
0.80
#REF!
3
Pasir urug
#REF!
0.80
0.05
#REF!
#REF!
#REF!
4
Pasir urug pondasi plat
5
Pondasi rollagh bata
0.50
0.05
10.00
0.53
0.05
0.26
0.25
0.50
1.00
0.13
TURAP BATU KALI 1
TINGGI 3,5 M
39.70
0.55
3.50
76.42
2
TINGGI 2,85 M
19.40
0.55
2.85
30.41
3
TINGGI 2 M
35.50
0.55
2.00
94.60
39.05 145.88
TANGGA BATU KALI 1
TANGGA PLAZA 1
0.14
1.50
10.00
2.03
2
TANGGA TERAS
0.14
1.60
10.00
2.16
3
TANGGA PLAZA 2
0.14
1.50
11.00
2.23
0.14
1.85
4.00
1.00 7.41
PONDASI PILE CAP ELEVASI -4.45 M
No.
Pekerjaan
Luas
Tinggi
Jumlah
Volume
Panjang
Jarak
Bidang
(m)
(bh)
Beton
/ m3
Sengkang
(m3)
(m)
(m)
pjg besi
pancang
(m2) a
b
c
d
e
f = (cxdxe)
LANTAI BASEMENT EL. -4.45M BASEMENT PARKIR 1
2
tiang pancang
PILECAP P1 117,5X55X70 CM COR BETON
0.65
0.70
38.00
17.19
TUL. UTAMA BESI DIA. 19 MM
2.25
12.45
38.00
1,064.48
2.08
2.00
TUL. UTAMA BESI DIA. 16 MM
1.58
11.60
38.00
696.46
1.45
TUL. UTAMA BESI DIA. 13 MM
1.04
24.05
38.00
950.46
2.08
BEKISTING
3.45
0.70
38.00
91.77
1.45
PILECAP P2 117,5X117,5X70 CM COR BETON
1.38
0.70
25.00
24.16
TUL. UTAMA BESI DIA. 19 MM
2.25
33.20
25.00
1,867.50
2.08
4.00
TUL. UTAMA BESI DIA. 16 MM
1.58
33.20
25.00
1,311.40
2.08
BEKISTING
4.70
0.70
25.00
82.25
3
4
PILECAP P3 143,6X143,6X70 CM COR BETON
2.06
0.70
20.00
28.87
TUL. UTAMA BESI DIA. 19 MM
2.25
46.72
20.00
2,102.40
2.34
5.00
TUL. UTAMA BESI DIA. 16 MM
1.58
46.72
20.00
1,476.35
2.34
BEKISTING
5.74
0.70
20.00
80.42
PILECAP P4 180X180X70 CM COR BETON
3.24
0.70
4.00
9.07
TUL. UTAMA BESI DIA. 19 MM
2.25
64.80
4.00
583.20
2.70
9.00
TUL. UTAMA BESI DIA. 16 MM
1.58
64.80
4.00
409.54
2.70
BEKISTING
7.20
0.70
4.00
20.16
BASEMENT T. WUDHU
1
2
3
4
5
6
7
Pilecap uk. 55x55 cm tebal 50 cm type P1 - Beton K-300 - Besi D 16 mm - Besi D 13 mm - Bekesting Bata Pilecap uk. 117,5x55 cm tebal 70 cm type P2 - Beton K-300 - Besi D 19 mm - Besi D 16 mm - Besi D 13 mm - Bekesting Bata Pilecap uk. 117,5x109,1 cm tebal 70 cm type P3 - Beton K-300 - Besi D 19 mm - Besi D 16 mm - Bekesting Bata Pilecap uk. 117,5x117,5 cm tebal 70 cm type P4 - Beton K-300 - Besi D 19 mm - Besi D 16 mm - Bekesting Bata Pilecap uk. 143,6x143,6 cm tebal 70 cm type P5 - Beton K-300 - Besi D 19 mm - Besi D 16 mm - Bekesting Bata Pilecap uk. 180x117,5 cm tebal 70 cm type P6 - Beton K-300 - Besi D 19 mm - Besi D 16 mm - Bekesting Bata Pilecap uk. 180x180 cm tebal 70 cm type P8 - Beton K-300 - Besi D 19 mm - Besi D 16 mm - Bekesting Bata
tiang pancang pjg besi
pancang
0.65
0.50
2.00
0.65
1.58
15.60
2.00
49.30
1.30
1.00
1.04
15.60
2.00
32.45
1.30
2.20
0.50
2.00
2.20
0.65
0.70
2.00
0.90
2.25
12.45
2.00
56.03
2.08
1.58
11.60
2.00
36.66
1.45
1.04
24.05
2.00
50.02
2.08
3.45
0.70
2.00
4.83
0.97
0.70
4.00
2.70
2.25
32.53
4.00
292.75
2.08
1.99
1.58
32.53
4.00
205.58
2.08
1.99
5.09
0.70
4.00
14.25
1.38
0.70
8.00
7.73
2.25
33.20
8.00
597.60
2.08
1.58
33.20
8.00
419.65
2.08
4.70
0.70
8.00
26.32
2.06
0.70
9.00
12.99
2.25
46.72
9.00
946.08
2.34
1.58
46.72
9.00
664.36
2.34
5.74
0.70
9.00
36.19
2.12
0.70
6.00
8.88
2.25
46.50
6.00
627.75
2.70
2.08
1.58
46.50
6.00
440.82
2.70
2.08
5.95
0.70
6.00
24.99
3.24
0.70
2.00
4.54
2.25
64.80
2.00
291.60
2.70
1.58
64.80
2.00
204.77
2.70
7.20
0.70
2.00
10.08
2.00
1.45
3.00
4.00
5.00
6.00
9.00
BASEMENT T. WUDHU ELEVASI -0.05M
1
2
3
4
Pilecap uk. 117,5x55 cm tebal 70 cm type P2 - Beton K-300 - Besi D 19 mm - Besi D 16 mm - Besi D 13 mm - Bekesting Bata Pilecap uk. 117,5x109,1 cm tebal 70 cm type P3 - Beton K-300 - Besi D 19 mm - Besi D 16 mm - Bekesting Bata Pilecap uk. 117,5x117,5 cm tebal 70 cm type P4 - Beton K-300 - Besi D 19 mm - Besi D 16 mm - Bekesting Bata Pilecap uk. 180x117,5 cm tebal 70 cm type P6 - Beton K-300 - Besi D 19 mm - Besi D 16 mm - Bekesting Bata
tiang pancang pjg besi
pancang
0.65
0.70
2.00
0.90
2.25
12.45
2.00
56.03
2.08
2.00
1.58
11.60
2.00
36.66
1.45
1.04
24.05
2.00
50.02
2.08
3.45
0.70
2.00
4.83
0.97
0.70
10.00
6.76
2.25
32.53
10.00
731.88
2.08
1.99
1.58
32.53
10.00
513.94
2.08
1.99
5.09
0.70
10.00
35.63
1.38
0.70
30.00
28.99
2.25
33.20
30.00
2,241.00
2.08
1.58
33.20
30.00
1,573.68
2.08
4.70
0.70
30.00
98.70
2.12
0.70
7.00
10.36
2.25
46.50
7.00
732.38
2.70
2.08
1.58
46.50
7.00
514.29
2.70
2.08
5.95
0.70
7.00
29.16
1.45
3.00
4.00
6.00
5
6
Pilecap uk. 242,5x117,5 cm tebal 70 cm type P7 - Beton K-300 - Besi D 19 mm - Besi D 16 mm - Bekesting Bata Pilecap uk. 180x180 cm tebal 70 cm type P8 - Beton K-300 - Besi D 19 mm - Besi D 16 mm - Bekesting Bata
2.85
0.70
1.00
1.99
2.25
51.50
1.00
115.88
3.33
8.00 2.08
1.58
51.50
1.00
81.37
3.33
2.08
5.95
0.70
1.00
4.17
3.24
0.70
2.00
4.54
2.25
64.80
2.00
291.60
2.70
1.58
64.80
2.00
204.77
2.70
7.20
0.70
2.00
10.08
9.00
SLOOF
No.
Pekerjaan
a
b
Luas
Tinggi
Jumlah
Volume
Panjang
Jarak
Bidang
(m)
(bh)
Beton
/ m3
Sengkang
(m3)
(m)
(m)
d
e
f = (cxdxe)
(m2) c
LANTAI BASEMENT EL. -4.45M BASEMENT PARKIR 1
SLOOF SL-1 35/70
0.25
4.08
COR BETON
0.25
239.41
37,627.67
TUL. UTAMA BESI DIA. 19 mm
2.25
12.00
977.20
27,703.62
37,627.67
TUL. TENGAH BESI DIA. 10 mm
0.62
2.00
977.20
1,272.31
SENGKANG BESI DIA. 10 mm
0.62
7,817.60
1.95
9,924.05
BEKISTING
1.40
1.00
977.20
1,368.08
AS 1
0.25
1.00
60.00
14.70
AS 1'
0.25
1.00
12.00
2.94
AS 2
0.25
1.00
72.00
17.64
AS 3
0.25
1.00
60.00
14.70
AS 4
0.25
1.00
60.00
14.70
AS 5
0.25
1.00
60.00
14.70
AS 6
0.25
1.00
60.00
14.70
AS 7
0.25
1.00
50.00
12.25
AS 8
0.25
1.00
50.00
12.25
AS A
0.25
1.00
55.00
13.48
AS A'
0.25
1.00
9.85
2.41
AS B
0.25
1.00
59.85
14.66
AS B'
0.25
1.00
14.85
3.64
AS C
0.25
1.00
59.85
14.66
AS C'
0.25
1.00
9.85
2.41
AS D
0.25
1.00
59.85
14.66
AS D'
0.25
1.00
9.85
2.41
AS D''
0.25
1.00
9.85
2.41
AS E
0.25
1.00
59.85
14.66
AS E'
0.25
1.00
9.85
2.41
AS F
0.25
1.00
59.85
14.66
AS F'
0.25
1.00
14.85
3.64
AS G
0.25
1.00
50.00
12.25
AS G'
0.25
1.00
5.00
1.23
AS H
0.25
1.00
5.00
1.23
PLAT LANTAI TEBAL 25 CM
0.25
COR BETON
0.25
TUL. UTAMA BESI DIA. 13 mm
1.04
71.11
897.25
69,674.45
BEKISTING
0.30
2.00
298.00
178.80
AREA 1
0.25
60.00
50.00
750.00
AREA 2
0.25
10.00
5.00
12.50
AREA 3
0.25
8.00
5.00
10.00
AREA 4
0.25
5.00
5.00
6.25
AREA 5
0.25
10.00
9.85
24.63
AREA 6
0.25
8.00
5.00
10.00
AREA 7
0.25
30.00
9.85
73.88
AREA 8
0.25
8.00
5.00
10.00
Panjang cor beton
2
0.13
Panjang besi
4.00
0.23
4.08
0.13
897.25
BASEMENT T. WUDHU (MESJID) 1
SLOOF SL-1 35/70
0.25
COR BETON
0.25
TUL. UTAMA BESI DIA. 19 mm
2.25
12.00
265.25
64.99
10,213.61
7,519.84
10,213.61
TUL. TENGAH BESI DIA. 10 mm
0.62
2.00
265.25
345.36
SENGKANG BESI DIA. 10 mm
0.62
BEKISTING
1.40
2,122.00
1.95
2,693.77
1.00
265.25
371.35
AS 1
0.25
1.00
5.00
1.23
AS 1'
0.25
1.00
5.00
1.23
AS 2
0.25
1.00
16.75
4.10
AS 3
0.25
1.00
16.75
4.10
AS 4
0.25
1.00
16.75
4.10
AS 5
0.25
1.00
16.75
4.10
AS 6
0.25
1.00
16.75
4.10
AS 7
0.25
1.00
16.75
4.10
AS 8
0.25
1.00
16.75
4.10
AS 8'
0.25
1.00
5.00
1.23
AS 9
0.25
1.00
5.00
1.23
AS C
0.25
1.00
36.00
8.82
AS D
0.25
1.00
14.00
3.43
AS D'
0.25
1.00
22.00
5.39
AS E
0.25
1.00
34.00
8.33
AS F
0.25
1.00
22.00
5.39
SLOOF SL-2 40/85
0.34
Panjang cor beton
2
Panjang besi
2.94
COR BETON
12.24
1,557.86 1,557.86
TUL. UTAMA BESI DIA. 19 mm
2.25
14.00
36.00
1,190.70
TUL. TENGAH BESI DIA. 10 mm
0.62
2.00
36.00
46.87
SENGKANG BESI DIA. 10 mm
0.62
240.00
2.35
367.16
BEKISTING
1.40
1.00
36.00
50.40
AS C
0.34
1.00
12.00
4.08
AS D
0.34
1.00
12.00
4.08
AS F
0.34
1.00
12.00
4.08
Panjang cor beton
0.15
Panjang besi
LANTAI BAWAH EL. -0.05M 1
SLOOF SL-1 25/50
0.13
COR BETON
0.25
8.00
TUL. UTAMA BESI DIA. 19 mm
2.25
12.00
TUL. TENGAH BESI DIA. 10 mm
0.62
2.00
SENGKANG BESI DIA. 10 mm
0.62
BEKISTING
1.40
AS 2
55.03
16,148.69
440.23
12,480.38
15,575.51
440.23
573.17
3,521.80
1.35
3,095.13
1.00
440.23
616.32
0.13
1.00
33.00
4.13
AS 3
0.13
1.00
42.00
5.25
AS 4
0.13
1.00
21.00
2.63
AS 4'
0.13
1.00
1.00
0.13
AS 4''
0.13
1.00
6.23
0.78
AS 5
0.13
1.00
21.00
2.63
AS 6
0.13
1.00
21.00
2.63
AS 7
0.13
1.00
42.00
5.25
AS 8
0.13
1.00
42.00
5.25
AS B
0.13
1.00
6.00
0.75
AS B'
0.13
1.00
10.00
1.25
AS G
0.13
1.00
22.00
2.75
AS H
0.13
1.00
22.00
2.75
AS I
0.13
1.00
34.00
4.25
AS J
0.13
1.00
22.00
2.75
AS K
0.13
1.00
10.00
1.25
AS L
0.13
1.00
33.00
4.13
AS M
0.13
1.00
24.00
3.00
AS N
0.13
1.00
28.00
3.50
SLOOF SL-2 40/85
0.34
Panjang cor beton
2
0.13
Panjang besi
2.94
COR BETON
33.66
4,413.02 4,284.13
TUL. UTAMA BESI DIA. 19 mm
2.25
14.00
99.00
3,274.43
TUL. TENGAH BESI DIA. 10 mm
0.62
2.00
99.00
128.90
SENGKANG BESI DIA. 10 mm
0.62
660.00
2.35
1,009.70
BEKISTING
1.40
1.00
99.00
138.60
AS 4
0.34
1.00
21.00
7.14
AS 5
0.34
1.00
21.00
7.14
AS 6
0.34
1.00
21.00
7.14
Panjang cor beton
Panjang besi
0.15
AS G
0.34
1.00
12.00
4.08
AS H
0.34
1.00
12.00
4.08
AS J
0.34
1.00
12.00
4.08
PLAT LANTAI
No.
Pekerjaan
Luas
Tinggi
Jumlah
Volume
Panjang
Jarak
Bidang
(m)
(bh)
Beton
/ m3
Sengkang
(m3)
(m)
(m)
(m2) a
b
c
d
e
f = (cxdxe)
LANTAI BASEMENT EL. -4.45M BASEMENT PARKIR 1
PLAT LANTAI TEBAL 25 CM
0.25
COR BETON
0.25
TUL. UTAMA BESI DIA. 13 mm
1.04
71.11
897.25
69,674.45
BEKISTING
0.30
2.00
298.00
178.80
AREA 1
0.25
60.00
50.00
750.00
AREA 2
0.25
10.00
5.00
12.50
AREA 3
0.25
8.00
5.00
10.00
AREA 4
0.25
5.00
5.00
6.25
AREA 5
0.25
10.00
9.85
24.63
AREA 6
0.25
8.00
5.00
10.00
AREA 7
0.25
30.00
9.85
73.88
AREA 8
0.25
8.00
5.00
10.00
4.00
0.23
4.00
0.23
7.69
0.23
7.14
0.23
7.69
0.20
897.25
BASEMENT T. WUDHU (MESJID) 1
PLAT LANTAI TEBAL 25 CM
0.25
COR BETON
0.25
TUL. UTAMA BESI DIA. 13 mm
1.04
71.11
159.88
12,414.83
BEKISTING
0.30
2.00
298.00
178.80
AREA 1
0.25
5.00
7.00
8.75
AREA 2
0.25
5.00
7.00
8.75
AREA 3
0.25
16.75
34.00
142.38
159.88
LANTAI BAWAH EL. -0.05 M, -0.65 M, +0.00 M MESJID 1
PLAT LANTAI TEBAL 13 CM
0.13
COR BETON
0.13
TUL. UTAMA BESI DIA. 13 mm
1.04
136.75
261.76
39,088.75
BEKISTING
1.00
1.00
1,163.36
1,163.36
AREA 1
0.13
28.00
9.00
32.76
AREA 2
0.13
34.00
49.75
219.90
AREA 3
0.13
5.00
14.00
9.10
261.76
PLAZA (ATAP BASEMENT) 1
PLAT LANTAI TEBAL 14 CM
0.14
COR BETON
0.14
TUL. UTAMA BESI DIA. 13 mm
1.04
126.98
478.66
66,374.19
BEKISTING
1.00
1.00
2,127.38
2,127.38
AREA 1
0.14
60.00
50.00
420.00
AREA 2
0.14
5.00
5.00
3.50
AREA 3
0.14
30.00
9.85
41.37
AREA 4
0.14
10.00
9.85
13.79
AREA
0.14
-
AREA
0.14
-
478.66
LANTAI ATAS EL. -3.30 M, +4.95 M 1
PLAT LANTAI TEBAL 13 CM
0.13
COR BETON
0.13
TUL. UTAMA BESI DIA. 13 mm
1.04
76.92
231.77
19,468.72
TUL. UTAMA BESI DIA. 10 mm
0.62
76.92
231.77
11,606.35
BEKISTING
0.30
2.00
298.00
178.80
231.77
AREA 1 (L-N)
0.13
28.00
9.00
32.76
AREA 2 (L)
0.13
16.00
1.00
2.08
AREA 3 (K-L)
0.13
8.00
5.00
5.20
AREA 4 (K-J)
0.13
16.00
4.00
8.32
0.13
2.00
1.00
0.26
0.13
22.00
2.00
5.72
0.13
11.00
2.00
2.86
0.13
26.00
4.00
13.52
AREA 6 (I-D)
0.13
29.75
34.00
131.50
AREA 7 (C-D)
0.13
22.00
5.00
14.30
0.13
16.00
1.00
2.08
0.13
10.00
2.00
2.60
0.13
7.23
6.00
5.64
0.13
38.00
1.00
4.94
AREA 5 (I-J)
AREA 8 (B-C) AREA 9 (tonjolan) LANTAI MEZANIN EL. -9.95 M 1
PLAT LANTAI TEBAL 13 CM
0.13
COR BETON
0.13
TUL. UTAMA BESI DIA. 13 mm
1.04
76.92
199.53
16,760.56
TUL. UTAMA BESI DIA. 10 mm
0.62
76.92
199.53
9,991.87
BEKISTING
0.30
2.00
298.00
178.80
AREA 1 (L-N)
0.13
28.00
9.00
32.76
AREA 2 (L)
0.13
16.00
1.00
2.08
AREA 3 (K-L)
0.13
8.00
5.00
5.20
AREA 4 (K-J)
0.13
16.00
4.00
8.32
0.13
2.00
1.00
0.26
0.13
22.00
2.00
5.72
0.13
11.00
2.00
2.86
0.13
26.00
4.00
13.52
0.13
29.75
18.00
69.62
0.13
11.75
4.00
6.11
0.13
9.75
12.00
15.21
AREA 7 (C-D)
0.13
38.00
5.00
24.70
AREA 8 (B-C)
0.13
10.00
2.00
2.60
0.13
7.23
6.00
5.64
0.13
38.00
1.00
4.94
AREA 5 (I-J)
AREA 6 (I-D)
AREA 9 (tonjolan)
7.69
0.20
7.69
0.20
7.69
0.20
199.53
LANTAI ATAP EL. -14.95 M 1
PLAT LANTAI TEBAL 13 CM
0.13
COR BETON
0.13
TUL. UTAMA BESI DIA. 13 mm
1.04
76.92
234.63
19,708.96
TUL. UTAMA BESI DIA. 10 mm
0.62
76.92
234.63
11,749.57
BEKISTING
0.30
2.00
298.00
178.80
AREA 1 (L-N)
0.13
28.00
9.00
32.76
AREA 2 (L-K)
0.13
12.00
2.50
3.90
0.13
12.00
5.00
7.80
0.13
20.00
4.00
10.40
0.13
2.00
1.00
0.26
0.13
12.00
1.50
2.34
AREA 5 (J-H)
0.13
12.00
34.00
53.04
AREA 6 (F-H)
0.13
12.00
22.00
34.32
AREA 7 (C-F)
0.13
16.75
34.00
74.04
0.13
4.00
5.00
2.60
0.13
10.00
2.00
2.60
0.13
7.23
6.00
5.64
0.13
38.00
1.00
4.94
AREA 4 (I-J)
AREA 8 (B-C) AREA 9 (tonjolan)
234.63
LANTAI MENARA EL. -14.95 M 1
PLAT LANTAI TEBAL 13 CM
0.13
COR BETON
0.13
TUL. UTAMA BESI DIA. 13 mm
1.04
76.92
-
TUL. UTAMA BESI DIA. 10 mm
0.62
76.92
-
-
BEKISTING
0.30
2.00
298.00
178.80
AREA 1
0.25
-
AREA 2
0.25
-
AREA 3
0.25
-
-
KOLOM
No.
Pekerjaan
Luas
Tinggi
Jumlah
Volume
Panjang
Jarak
Bidang
(m)
(bh)
Beton
/ m3
Sengkang
(m3)
(m)
(m)
(m2) a
b
c
d
e
f = (cxdxe)
LANTAI BASEMENT EL. -4.45M BASEMENT PARKIR 1
2
3
4
5
KOLOM 40/40 K1
0.16
COR BETON
0.18
4.50
20.00
16.20
TUL. UTAMA BESI 8 DIA. 19 mm
2.23
62.40
20.00
3,061.34
SENGKANG BESI DIA. 10 mm
0.62
52.20
20.00
712.01
BEKISTING
1.60
4.50
20.00
144.00
KOLOM 60/60 K2
0.36
COR BETON
0.36
4.50
17.00
27.54
TUL. UTAMA BESI 8 DIA. 19 mm
2.23
166.40
17.00
6,939.05
SENGKANG BESI DIA. 10 mm
0.62
81.00
17.00
939.11
BEKISTING
2.40
4.50
17.00
183.60
KOLOM 30/30 K3
0.09
COR BETON
0.09
4.50
46.00
18.63
TUL. UTAMA BESI 8 DIA. 19 mm
2.23
62.40
46.00
7,041.09
SENGKANG BESI DIA. 10 mm
0.62
81.00
46.00
2,541.13
BEKISTING
1.20
4.50
46.00
248.40
KOLOM 60/60 K4
0.36
COR BETON
0.36
4.50
4.00
6.48
TUL. UTAMA BESI 8 DIA. 19 mm
2.23
156.00
4.00
1,530.67
SENGKANG BESI DIA. 10 mm
0.62
81.00
4.00
220.97
BEKISTING
2.40
4.50
4.00
43.20
DINDING PLAT BETON TEBAL 25 CM
0.25
COR BETON
0.25
TUL. UTAMA BESI DIA. 13 mm
1.04
80.00
311.41
27,204.78
BEKISTING
0.25
1,245.64
2.00
2,491.28
AREA 1
0.25
104.10
4.40
114.51
AREA 2
0.25
60.00
4.40
66.00
AREA 3
0.25
70.00
4.40
77.00
AREA 4
0.25
49.00
4.40
53.90
6.25
0.13
2.78
0.13
11.11
0.13
2.78
0.13
4.00
0.20
1.99
0.13
7.96
0.13
5.10
0.13
4.00
0.13
311.41
BASEMENT T. WUDHU 1
2
3
4
KOLOM BULAT D 80 CM K1
0.50
COR BETON
0.50
5.00
2.00
5.02
TUL. UTAMA BESI 8 DIA. 19 mm
2.25
228.00
2.00
1,128.60
SENGKANG BESI DIA. 10 mm
0.62
164.48
2.00
224.35
BEKISTING
2.51
5.00
2.00
25.12
KOLOM BULAT D 40 CM K2
0.13
COR BETON
0.13
5.00
15.00
9.42
TUL. UTAMA BESI 8 DIA. 19 mm
2.25
79.80
15.00
2,962.58
SENGKANG BESI DIA. 10 mm
0.62
82.24
15.00
841.32
BEKISTING
1.26
5.00
15.00
94.20
KOLOM BULAT D 50 CM K3
0.20
COR BETON
0.13
5.00
4.00
2.51
TUL. UTAMA BESI 8 DIA. 19 mm
2.25
171.00
4.00
1,692.90
SENGKANG BESI DIA. 10 mm
0.62
102.80
4.00
280.44
BEKISTING
1.57
5.00
4.00
31.40
KOLOM 50/50 CM K4
0.25
COR BETON
0.25
5.00
-
-
TUL. UTAMA BESI 8 DIA. 19 mm
2.25
136.80
-
-
SENGKANG BESI DIA. 10 mm
0.62
74.00
-
-
5
6
7
2
BEKISTING
2.00
5.00
-
-
KOLOM 40/40 CM K5
0.16
COR BETON
0.25
5.00
-
-
TUL. UTAMA BESI 8 DIA. 19 mm
2.25
68.40
-
-
SENGKANG BESI DIA. 10 mm
0.62
58.00
-
-
BEKISTING
1.60
5.00
-
-
KOLOM 20/40 CM K6
0.08
COR BETON
0.25
5.00
6.00
7.50
TUL. UTAMA BESI 8 DIA. 19 mm
2.25
68.40
6.00
1,015.74
SENGKANG BESI DIA. 10 mm
0.62
42.00
6.00
171.86
BEKISTING
1.20
5.00
6.00
36.00
KOLOM 50/50 CM K7
0.25
COR BETON
0.25
5.00
8.00
10.00
TUL. UTAMA BESI 8 DIA. 19 mm
2.25
136.80
8.00
2,708.64
SENGKANG BESI DIA. 10 mm
0.62
74.00
8.00
403.74
BEKISTING
2.00
5.00
8.00
80.00
DINDING PLAT BETON TEBAL 25 CM
0.25
COR BETON
0.25
TUL. UTAMA BESI DIA. 13 mm
1.04
80.00
142.45
12,444.43
BEKISTING
0.25
569.80
2.00
1,139.60
AREA 1
0.25
23.75
4.40
26.13
AREA 2
0.25
23.75
4.40
26.13
AREA 3
0.25
48.00
4.40
52.80
AREA 4
0.25
34.00
4.40
37.40
6.25
0.13
12.50
0.13
4.00
0.13
4.00
0.20
1.99
0.13
7.96
0.13
5.10
0.13
4.00
0.13
6.25
0.13
12.50
0.13
4.00
0.13
142.45
LANTAI BAWAH EL. -0.05 M 1
2
3
4
5
6
7
KOLOM BULAT D 80 CM K1
0.50
COR BETON
0.50
5.00
4.00
10.05
TUL. UTAMA BESI 8 DIA. 19 mm
2.25
228.00
4.00
2,257.20
SENGKANG BESI DIA. 10 mm
0.62
164.48
4.00
448.70
BEKISTING
2.51
5.00
4.00
50.24
KOLOM BULAT D 40 CM K2
0.13
COR BETON
0.13
5.00
40.00
25.12
TUL. UTAMA BESI 8 DIA. 19 mm
2.25
79.80
40.00
7,900.20
SENGKANG BESI DIA. 10 mm
0.62
82.24
40.00
2,243.51
BEKISTING
1.26
5.00
40.00
251.20
KOLOM BULAT D 50 CM K3
0.20
COR BETON
0.13
5.00
15.00
9.42
TUL. UTAMA BESI 8 DIA. 19 mm
2.25
171.00
15.00
6,348.38
SENGKANG BESI DIA. 10 mm
0.62
102.80
15.00
1,051.64
BEKISTING
1.57
5.00
15.00
117.75
KOLOM 50/50 CM K4
0.25
COR BETON
0.25
5.00
4.00
5.00
TUL. UTAMA BESI 8 DIA. 19 mm
2.25
136.80
4.00
1,354.32
SENGKANG BESI DIA. 10 mm
0.62
74.00
4.00
201.87
BEKISTING
2.00
5.00
4.00
40.00
KOLOM 40/40 CM K5
0.16
COR BETON
0.25
5.00
2.00
2.50
TUL. UTAMA BESI 8 DIA. 19 mm
2.25
68.40
2.00
338.58
SENGKANG BESI DIA. 10 mm
0.62
58.00
2.00
79.11
BEKISTING
1.60
5.00
2.00
16.00
KOLOM 20/40 CM K6
0.08
COR BETON
0.25
5.00
6.00
7.50
TUL. UTAMA BESI 8 DIA. 19 mm
2.25
68.40
6.00
1,015.74
SENGKANG BESI DIA. 10 mm
0.62
42.00
6.00
171.86
BEKISTING
1.20
5.00
6.00
36.00
KOLOM 50/50 CM K7
0.25
COR BETON
0.25
5.00
20.00
25.00
TUL. UTAMA BESI 8 DIA. 19 mm
2.25
136.80
20.00
6,771.60
SENGKANG BESI DIA. 10 mm
0.62
74.00
20.00
1,009.36
BEKISTING
2.00
5.00
20.00
200.00
LANTAI ATAS EL. -4.95 M 1
2
3
4
5
6
7
KOLOM BULAT D 80 CM K1
0.50
COR BETON
0.50
5.00
4.00
10.05
TUL. UTAMA BESI 8 DIA. 19 mm
2.23
205.20
4.00
2,013.42
SENGKANG BESI DIA. 10 mm
0.62
164.48
4.00
448.70
BEKISTING
2.51
5.00
4.00
50.24
KOLOM BULAT D 40 CM K2
0.13
COR BETON
0.13
5.00
40.00
25.12
TUL. UTAMA BESI 8 DIA. 19 mm
2.23
68.40
40.00
6,711.41
SENGKANG BESI DIA. 10 mm
0.62
82.24
40.00
2,243.51
BEKISTING
1.26
5.00
40.00
251.20
KOLOM BULAT D 50 CM K3
0.20
COR BETON
0.13
5.00
15.00
9.42
TUL. UTAMA BESI 8 DIA. 19 mm
2.23
148.20
15.00
5,453.02
SENGKANG BESI DIA. 10 mm
0.62
102.80
15.00
1,051.64
BEKISTING
1.57
5.00
15.00
117.75
KOLOM 50/50 CM K4
0.25
COR BETON
0.25
5.00
4.00
5.00
TUL. UTAMA BESI 8 DIA. 19 mm
2.23
102.60
4.00
1,006.71
SENGKANG BESI DIA. 10 mm
0.62
74.00
4.00
201.87
BEKISTING
2.00
5.00
4.00
40.00
KOLOM 40/40 CM K5
0.16
COR BETON
0.25
5.00
2.00
2.50
TUL. UTAMA BESI 8 DIA. 19 mm
2.23
57.00
2.00
279.64
SENGKANG BESI DIA. 10 mm
0.62
58.00
2.00
79.11
BEKISTING
1.60
5.00
2.00
16.00
KOLOM 20/40 CM K6
0.08
COR BETON
0.25
5.00
6.00
7.50
TUL. UTAMA BESI 8 DIA. 19 mm
2.23
57.00
6.00
838.93
SENGKANG BESI DIA. 10 mm
0.62
42.00
6.00
171.86
BEKISTING
1.20
5.00
6.00
36.00
KOLOM 50/50 CM K7
0.25
COR BETON
0.25
5.00
20.00
25.00
TUL. UTAMA BESI 8 DIA. 19 mm
2.25
136.80
20.00
6,771.60
SENGKANG BESI DIA. 10 mm
0.62
74.00
20.00
1,009.36
BEKISTING
2.00
5.00
20.00
200.00
1.99
0.13
7.96
0.13
5.10
0.13
4.00
0.13
6.25
0.13
12.50
0.13
4.00
0.13
1.99
0.13
7.96
0.13
5.10
0.13
4.00
0.13
LANTAI MEZANIN EL. -9.95 M 1
2
3
4
KOLOM BULAT D 80 CM K1
0.50
COR BETON
0.50
5.00
4.00
10.05
TUL. UTAMA BESI 8 DIA. 19 mm
2.23
171.00
4.00
1,677.85
SENGKANG BESI DIA. 10 mm
0.62
164.48
4.00
448.70
BEKISTING
2.51
5.00
4.00
50.24
KOLOM BULAT D 40 CM K2
0.13
COR BETON
0.13
5.00
40.00
25.12
TUL. UTAMA BESI 8 DIA. 19 mm
2.23
57.00
40.00
5,592.84
SENGKANG BESI DIA. 10 mm
0.62
82.24
40.00
2,243.51
BEKISTING
1.26
5.00
40.00
251.20
KOLOM BULAT D 50 CM K3
0.20
COR BETON
0.13
5.00
15.00
9.42
TUL. UTAMA BESI 8 DIA. 19 mm
2.23
136.80
15.00
5,033.56
SENGKANG BESI DIA. 10 mm
0.62
102.80
15.00
1,051.64
BEKISTING
1.57
5.00
15.00
117.75
KOLOM 50/50 CM K4
0.25
COR BETON
0.25
5.00
4.00
5.00
TUL. UTAMA BESI 8 DIA. 19 mm
2.23
79.80
4.00
783.00
SENGKANG BESI DIA. 10 mm
0.62
74.00
4.00
201.87
BEKISTING
2.00
5.00
4.00
40.00
5
6
7
KOLOM 40/40 CM K5
0.16
COR BETON
0.25
5.00
2.00
2.50
TUL. UTAMA BESI 8 DIA. 19 mm
2.23
45.60
2.00
223.71
SENGKANG BESI DIA. 10 mm
0.62
58.00
2.00
79.11
BEKISTING
1.60
5.00
2.00
16.00
KOLOM 20/40 CM K6
0.08
COR BETON
0.25
5.00
6.00
7.50
TUL. UTAMA BESI 8 DIA. 19 mm
2.23
45.60
6.00
671.14
SENGKANG BESI DIA. 10 mm
0.62
42.00
6.00
171.86
BEKISTING
1.20
5.00
6.00
36.00
KOLOM 50/50 CM K7
0.25
COR BETON
0.25
5.00
20.00
25.00
TUL. UTAMA BESI 8 DIA. 19 mm
2.25
136.80
20.00
6,771.60
SENGKANG BESI DIA. 10 mm
0.62
74.00
20.00
1,009.36
BEKISTING
2.00
5.00
20.00
200.00
6.25
0.13
12.50
0.13
4.00
0.13
1.99
0.13
7.96
0.13
4.00
0.13
4.76
0.13
4.00
0.13
4.76
0.13
4.76
0.13
LANTAI ATAP EL. -14.95 M 1
2
3
4
KOLOM BULAT D 80 CM K1
0.50
COR BETON
0.50
10.00
4.00
20.10
TUL. UTAMA BESI 8 DIA. 19 mm
2.23
321.00
4.00
3,149.65
SENGKANG BESI DIA. 10 mm
0.62
328.96
4.00
897.40
BEKISTING
2.51
10.00
4.00
100.48
KOLOM BULAT D 40 CM K2
0.13
COR BETON
0.13
3.00
17.00
6.41
TUL. UTAMA BESI 8 DIA. 19 mm
2.23
37.00
17.00
1,542.94
SENGKANG BESI DIA. 10 mm
0.62
49.34
17.00
572.09
BEKISTING
1.26
3.00
17.00
64.06
KOLOM 50/50 CM K7
0.25
COR BETON
0.25
10.00
20.00
50.00
TUL. UTAMA BESI 8 DIA. 19 mm
2.25
256.80
20.00
12,711.60
SENGKANG BESI DIA. 10 mm
0.62
148.00
20.00
2,018.72
BEKISTING
2.00
10.00
20.00
400.00
KOLOM 20/105 CM KM1
0.21
COR BETON
0.21
10.00
40.00
84.00
TUL. UTAMA BESI 8 DIA. 19 mm
2.25
107.00
40.00
10,593.00
SENGKANG BESI DIA. 10 mm
0.62
196.00
40.00
5,346.88
BEKISTING
2.50
10.00
40.00
1,000.00
LANTAI ATAP EL. -24.95 M 1
2
KOLOM 50/50 CM K7
0.25
COR BETON
0.25
9.00
4.00
9.00
TUL. UTAMA BESI 8 DIA. 19 mm
2.25
232.80
4.00
2,304.72
SENGKANG BESI DIA. 10 mm
0.62
133.20
4.00
363.37
BEKISTING
2.00
9.00
4.00
72.00
KOLOM 20/105 CM KM1
0.21
COR BETON
0.21
9.00
40.00
75.60
TUL. UTAMA BESI 8 DIA. 19 mm
2.25
97.00
40.00
9,603.00
SENGKANG BESI DIA. 10 mm
0.62
176.40
40.00
4,812.19
BEKISTING
2.50
9.00
40.00
900.00
9.00
8.00
15.12
LANTAI ATAP EL. -33.95 M 1
KOLOM 20/105 CM KM1
0.21
COR BETON
0.21
TUL. UTAMA BESI 8 DIA. 19 mm
2.25
97.00
8.00
1,920.60
SENGKANG BESI DIA. 10 mm
0.62
176.40
8.00
962.44
BEKISTING
2.50
9.00
8.00
180.00
DINDING PLAT BETON
No.
Pekerjaan
Luas
Tinggi
Jumlah
Volume
Panjang
Jarak
Bidang
(m)
(bh)
Beton
/ m3
Sengkang
(m2) a
b
c
(m3) d
e
(m)
(m)
f = (cxdxe)
BASEMENT PARKIR 1
DINDING PLAT BETON TEBAL 25 CM
0.25
COR BETON
0.25
TUL. UTAMA BESI DIA. 13 mm
1.04
80.00
311.41
27,204.78
BEKISTING
0.25
1,245.64
2.00
2,491.28
AREA 1
0.25
104.10
4.40
114.51
AREA 2
0.25
60.00
4.40
66.00
AREA 3
0.25
70.00
4.40
77.00
AREA 4
0.25
49.00
4.40
53.90
4.00
0.20
4.00
0.20
311.41
BASEMENT T. WUDHU 1
DINDING PLAT BETON TEBAL 25 CM
0.25
COR BETON
0.25
TUL. UTAMA BESI DIA. 13 mm
1.04
80.00
142.45
12,444.43
BEKISTING
0.25
569.80
2.00
1,139.60
AREA 1
0.25
23.75
4.40
26.13
AREA 2
0.25
23.75
4.40
26.13
AREA 3
0.25
48.00
4.40
52.80
AREA 4
0.25
34.00
4.40
37.40
142.45
BALOK
No.
Pekerjaan
a
b
Luas
Tinggi
Jumlah
Volume
Panjang
Jarak
Bidang
(m)
(bh)
Beton
/ m3
Sengkang
(m3)
(m)
(m)
d
e
f = (cxdxe)
(m2) c
LANTAI BAWAH EL. -0.05 M BASEMENT T. WUDHU & MESJID 1
BALOK 30/50 (B2)
0.15
COR BETON
2
TUL. UTAMA BESI DIA. 19 MM
2.25
10.50
46.00
TUL. PEMBAGI BESI DIA. 10 MM
0.89
2.00
46.00
90.07
SENGKANG BESI DIA. 10 MM
0.62
306.67
1.45
303.26
BEKISTING
1.30
1.00
46.00
59.80
AS 1'
0.15
1.00
5.00
0.75
AS 8'
0.15
1.00
5.00
0.75
AS D'
0.15
1.00
12.00
1.80
AS E
0.15
1.00
24.00
3.60
BALOK 30/50 (B3)
0.15
COR BETON
3
0.15
6.67
0.15
6.67
0.15
12.50
0.15
1,195.43
3.30
TUL. UTAMA BESI DIA. 19 MM
2.25
9.50
22.00
TUL. PEMBAGI BESI DIA. 10 MM
0.89
2.00
22.00
43.08
SENGKANG BESI DIA. 10 MM
0.62
146.67
1.45
145.04
BEKISTING
1.30
1.00
22.00
28.60
AS D'
0.15
1.00
10.00
1.50
AS F
0.15
1.00
12.00
1.80
BALOK 30/50 (B4)
0.15
517.28
9.00
COR BETON
4
6.67 6.90
9.00
TUL. UTAMA BESI DIA. 19 MM
2.25
8.50
60.00
1,262.25
TUL. PEMBAGI BESI DIA. 10 MM
0.89
2.00
60.00
117.48
SENGKANG BESI DIA. 10 MM
0.62
400.00
1.45
395.56
BEKISTING
1.30
1.00
60.00
78.00
AS 1
0.15
1.00
5.00
0.75
AS 9
0.15
1.00
5.00
0.75
AS C
0.15
1.00
36.00
5.40
AS D
0.15
1.00
14.00
2.10
BALOK 20/40 (B6)
0.08
COR BETON
5
5.03
TUL. UTAMA BESI DIA. 19 MM
2.25
7.00
33.50
580.39
SENGKANG BESI DIA. 10 MM
0.62
223.33
1.05
159.93
BEKISTING
1.00
1.00
33.50
33.50
AS 2'
0.15
1.00
16.75
2.51
AS 7'
0.15
1.00
16.75
2.51
BALOK 30/50 (B8)
0.15
COR BETON
6
TUL. UTAMA BESI DIA. 19 MM
2.25
8.00
20.00
396.00
TUL. PEMBAGI BESI DIA. 10 MM
0.89
2.00
20.00
39.16
SENGKANG BESI DIA. 10 MM
0.62
133.33
1.45
131.85
BEKISTING
1.30
1.00
20.00
26.00
AS E
0.15
1.00
10.00
1.50
AS F
0.15
1.00
10.00
1.50
BALOK 20/40 (B10)
0.08
COR BETON
7
TUL. UTAMA BESI DIA. 19 MM
2.25
6.50
33.50
TUL. PEMBAGI BESI DIA. 10 MM
0.89
2.00
33.50
65.59
SENGKANG BESI DIA. 10 MM
0.62
223.33
1.05
159.93
BEKISTING
1.00
1.00
33.50
33.50
AS 3'
0.15
1.00
16.75
2.51
AS 6'
0.15
1.00
16.75
2.51
BALOK 40/90 (B11)
0.36 2.25
25.00
12.00
TUL. PEMBAGI BESI DIA. 10 MM
0.89
4.00
12.00
46.99
SENGKANG BESI DIA. 10 MM
0.62
80.00
2.85
155.50
BEKISTING
2.20
1.00
12.00
26.40
AS F
0.36
1.00
12.00
4.32
BALOK 25/50 (B13)
0.13
0.15
8.00
0.15
2.78
0.15
12.50
0.15
8.00
0.15
742.50
TUL. UTAMA BESI DIA. 19 MM
2.25
8.00
50.25
TUL. PEMBAGI BESI DIA. 10 MM
0.89
2.00
50.25
98.39
SENGKANG BESI DIA. 10 MM
0.62
335.00
1.45
331.28
BEKISTING
1.25
1.00
50.25
62.81
AS 4'
0.13
1.00
16.75
2.09
AS 5
0.13
1.00
16.75
2.09
AS 5'
0.13
1.00
16.75
2.09
BALOK 40/90 (B14)
0.36
994.95
7.92
TUL. UTAMA BESI DIA. 19 MM
2.25
16.50
22.00
TUL. PEMBAGI BESI DIA. 10 MM
0.89
2.00
22.00
43.08
SENGKANG BESI DIA. 10 MM
0.62
146.67
2.85
285.08
BEKISTING
2.20
1.00
22.00
48.40
AS C
0.36
1.00
12.00
4.32
AS D'
0.36
1.00
10.00
3.60
BALOK 20/40 (B15)
0.08
898.43
261,101.44 0.59
TUL. UTAMA BESI DIA. 19 MM
2.25
6.50
7.40
119.05
SENGKANG BESI DIA. 10 MM
0.62
49.33
1.05
35.33
BEKISTING
1.00
1.00
7.40
7.40
AS 1'
0.08
1.00
0.85
0.07
AS 2
0.08
1.00
0.85
0.07
AS 8
0.08
1.00
0.85
0.07
AS 8'
0.08
1.00
0.85
0.07
AS B'
0.08
1.00
4.00
0.32
BALOK 25/50 (B17)
0.13
COR BETON
2.78
6.28
COR BETON
11
0.15
538.93
TUL. UTAMA BESI DIA. 19 MM
COR BETON
10
12.50
4.32
COR BETON
9
0.15
5.03
COR BETON
8
6.67 3.00
4.19
12
TUL. UTAMA BESI DIA. 19 MM
2.25
8.00
33.50
TUL. PEMBAGI BESI DIA. 10 MM SENGKANG BESI DIA. 10 MM
0.89
2.00
33.50
65.59
0.62
223.33
1.45
220.85
BEKISTING
1.25
1.00
33.50
41.88
AS 2
0.13
1.00
16.75
2.09
AS 8
0.13
1.00
16.75
2.09
BALOK 30/50 (B18)
0.15
131,870.82
COR BETON
13
663.30
6.67
0.15
5.56
0.15
3.13
0.15
3.13
0.15
5.56
0.15
5.56
0.15
5.03
TUL. UTAMA BESI DIA. 19 MM
2.25
8.00
33.50
663.30
TUL. PEMBAGI BESI DIA. 10 MM
0.89
2.00
33.50
65.59
SENGKANG BESI DIA. 10 MM
0.62
223.33
1.45
220.85
BEKISTING
1.30
1.00
33.50
43.55
AS 3
0.15
1.00
16.75
2.51
AS 7
0.15
1.00
16.75
2.51
BALOK 30/60 (B20)
0.18
COR BETON
6.03
TUL. UTAMA BESI DIA. 19 MM
2.25
10.50
33.50
TUL. PEMBAGI BESI DIA. 10 MM
0.89
2.00
33.50
870.58 65.59
SENGKANG BESI DIA. 10 MM
0.62
223.33
1.65
251.32
BEKISTING
1.50
1.00
33.50
50.25
AS 4
0.18
1.00
16.75
3.02
AS 6
0.18
1.00
16.75
3.02
BASEMENT T. PARKIR KENDARAAN 1
BALOK 40/80 (B1)
0.32
COR BETON
2
-
TUL. UTAMA BESI DIA. 19 MM
2.25
15.50
-
-
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
-
-
SENGKANG BESI DIA. 10 MM
0.62
-
4.10
-
BEKISTING
2.00
1.00
-
-
AS
0.32
1.00
-
AS
0.32
1.00
-
AS
0.32
1.00
-
AS
0.32
1.00
-
BALOK 40/80 (B2)
0.32
COR BETON
3
160.00
TUL. UTAMA BESI DIA. 19 MM
2.25
21.00
500.00
25,987.50
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
500.00
682.00
SENGKANG BESI DIA. 10 MM
0.62
3,333.33
4.10
9,320.67
BEKISTING
2.00
1.00
500.00
1,000.00
AS 2
0.32
1.00
60.00
19.20
AS 3
0.32
1.00
60.00
19.20
AS 4
0.32
1.00
60.00
19.20
AS 5
0.32
1.00
60.00
19.20
AS 6
0.32
1.00
10.00
3.20
AS B
0.32
1.00
50.00
16.00
AS C
0.32
1.00
50.00
16.00
AS D
0.32
1.00
50.00
16.00
AS E
0.32
1.00
50.00
16.00
AS F
0.32
1.00
50.00
16.00
BALOK 30/60 (B3)
0.18
COR BETON
4
37.80
TUL. UTAMA BESI DIA. 19 MM
2.25
8.50
210.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
210.00
4,417.88 286.44
SENGKANG BESI DIA. 10 MM
0.62
1,400.00
1.65
1,575.42
BEKISTING
1.50
1.00
210.00
315.00
AS 1
0.18
1.00
60.00
10.80
AS 6
0.18
1.00
50.00
9.00
AS A
0.18
1.00
50.00
9.00
AS G
0.18
1.00
50.00
9.00
BALOK 30/60 (B4)
0.18
COR BETON
5
54.00
TUL. UTAMA BESI DIA. 19 MM
2.25
11.50
300.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
300.00
409.20
SENGKANG BESI DIA. 10 MM
0.62
2,000.00
1.65
2,250.60
BEKISTING
1.50
1.00
300.00
450.00
AS 1'
0.18
1.00
60.00
10.80
AS 2'
0.18
1.00
60.00
10.80
AS 3'
0.18
1.00
60.00
10.80
AS 4'
0.18
1.00
60.00
10.80
AS 5'
0.18
1.00
60.00
10.80
BALOK 25/50 (B5)
0.13
COR BETON
6
TUL. UTAMA BESI DIA. 19 MM
2.25
9.00
226.05
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
226.05
0.15
4.08
0.15
5.56
0.15
5,035.26 308.33
SENGKANG BESI DIA. 10 MM
0.62
1,507.00
1.35
1,387.49
BEKISTING
1.25
1.00
226.05
282.56
AS 1'
0.13
1.00
5.00
0.63
AS 2
0.13
1.00
5.00
0.63
AS 6'
0.13
1.00
5.93
0.74
AS 7
0.13
1.00
37.00
4.63
AS 7'
0.13
1.00
5.93
0.74
AS 8
0.13
1.00
40.00
5.00
AS A'
0.13
1.00
9.85
1.23
AS B
0.13
1.00
9.85
1.23
AS B'
0.13
1.00
9.85
1.23
AS C
0.13
1.00
9.85
1.23
AS C'
0.13
1.00
9.85
1.23
AS D
0.13
1.00
9.85
1.23
AS D'
0.13
1.00
4.50
0.56
AS D''
0.13
1.00
9.85
1.23
AS D'''
0.13
1.00
9.85
1.23
AS D''''
0.13
1.00
4.50
0.56
AS E
0.13
1.00
9.85
1.23
AS E'
0.13
1.00
9.85
1.23
AS F
0.13
1.00
9.85
1.23
AS F'
0.13
1.00
9.85
1.23
BALOK 35/70 (B6)
0.25 100.45
TUL. UTAMA BESI DIA. 19 MM
2.25
14.00
410.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
410.00
14,206.50 559.24
SENGKANG BESI DIA. 10 MM
0.62
2,733.33
1.95
3,635.06
BEKISTING
1.75
1.00
410.00
717.50
AS 1'
0.25
1.00
5.00
1.23
AS 2
0.25
1.00
5.00
1.23
AS A'
0.25
1.00
50.00
12.25
AS B'
0.25
1.00
50.00
12.25
AS C'
0.25
1.00
50.00
12.25
AS D'
0.25
1.00
50.00
12.25
AS E'
0.25
1.00
50.00
12.25
AS F'
0.25
1.00
50.00
12.25
AS G'
0.25
1.00
50.00
12.25
AS H
0.25
1.00
50.00
12.25
BALOK 30/60 (B7)
0.18
COR BETON
No.
8.00 28.26
COR BETON
7
8,538.75
-
TUL. UTAMA BESI DIA. 19 MM
2.25
15.50
-
-
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
-
-
SENGKANG BESI DIA. 10 MM
0.62
-
1.65
-
BEKISTING
1.50
1.00
-
-
AS
0.18
1.00
-
AS
0.18
1.00
-
AS
0.18
1.00
-
AS
0.18
1.00
-
Pekerjaan
Luas
Tinggi
Jumlah
Volume
Panjang
Jarak
Bidang
(m)
(bh)
Beton
/ m3
Sengkang
(m2) a
b
c
(m3) d
e
(m)
(m)
f = (cxdxe)
LANTAI ATAS (MESJID) 1
BALOK 20/40 (B1)
0.08
1.44
COR BETON
2
TUL. UTAMA BESI DIA. 19 MM
2.25
9.00
18.00
400.95
SENGKANG BESI DIA. 10 MM
0.62
120.00
1.05
85.93
BEKISTING
1.00
1.00
18.00
18.00
AS 3'
0.08
1.00
9.00
0.72
AS 6'
0.08
1.00
9.00
0.72
BALOK 30/50 (B2)
0.15
12.30
COR BETON
3
TUL. UTAMA BESI DIA. 19 MM
2.25
10.00
82.00
2,029.50
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
82.00
111.85
SENGKANG BESI DIA. 10 MM
0.62
546.67
1.45
540.60
BEKISTING
1.30
1.00
82.00
106.60
AS 1'
0.15
1.00
5.00
0.75
AS 2
0.15
1.00
6.00
0.90
AS 3
0.15
1.00
5.00
0.75
AS 7
0.15
1.00
5.00
0.75
AS 8'
0.15
1.00
5.00
0.75
AS M
0.15
1.00
28.00
4.20
AS N
0.15
1.00
28.00
4.20
BALOK 30/50 (B3)
0.15
14.10
TUL. UTAMA BESI DIA. 19 MM
2.25
9.50
94.00
2,210.18
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
94.00
128.22
SENGKANG BESI DIA. 10 MM
0.62
626.67
1.45
619.71
BEKISTING
1.30
1.00
94.00
122.20
AS D'
0.15
1.00
22.00
3.30
AS E
0.15
1.00
24.00
3.60
AS G
0.15
1.00
12.00
1.80
AS I
0.15
1.00
12.00
1.80
AS L
0.15
1.00
24.00
3.60
BALOK 30/50 (B4)
0.15
11.40
0.15
6.67
0.15
6.67
0.15
8.00
0.15
12.50
0.15
11.40
TUL. UTAMA BESI DIA. 19 MM
2.25
8.50
76.00
1,598.85
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
76.00
103.66
SENGKANG BESI DIA. 10 MM
0.62
506.67
1.45
501.04
BEKISTING
1.30
1.00
76.00
98.80
AS 1
0.15
1.00
5.00
0.75
AS 9
0.15
1.00
5.00
0.75
AS C
0.15
1.00
22.00
3.30
AS D
0.15
1.00
14.00
2.10
AS J
0.15
1.00
10.00
1.50
AS K
0.15
1.00
10.00
1.50
AS L
0.15
1.00
10.00
1.50
BALOK 25/50 (B5)
0.13
1.00
COR BETON
6
6.67
14.10
COR BETON
5
0.15
12.30
COR BETON
4
12.50
1.44
1.00
TUL. UTAMA BESI DIA. 19 MM
2.25
12.00
8.00
237.60
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
8.00
10.91
SENGKANG BESI DIA. 10 MM
0.62
53.33
1.35
49.10
BEKISTING
1.25
1.00
8.00
10.00
AS K
0.13
1.00
8.00
1.00
BALOK 20/40 (B6)
0.08
12.04
COR BETON
12.04
TUL. UTAMA BESI DIA. 19 MM
2.25
7.00
150.50
2,607.41
SENGKANG BESI DIA. 10 MM
0.62
1,003.33
1.05
718.49
BEKISTING
1.00
1.00
150.50
150.50
AS 2'
0.08
1.00
32.75
2.62
7
AS 3'
0.08
1.00
26.00
2.08
AS 5'
0.08
AS 6'
0.08
1.00
9.00
0.72
1.00
22.00
AS 7'
1.76
0.08
1.00
36.75
2.94
AS J (LENGKUNG)
0.08
1.00
14.00
1.12
AS J'
0.08
1.00
4.00
0.32
AS M'
0.08
1.00
6.00
0.48
BALOK 20/40 (B7)
0.08
0.48
COR BETON
8
TUL. UTAMA BESI DIA. 19 MM
2.25
9.00
6.00
133.65
SENGKANG BESI DIA. 10 MM
0.62
40.00
1.05
28.64
BEKISTING
1.00
1.00
6.00
6.00
AS I'
0.08
1.00
6.00
0.48
BALOK 30/50 (B8)
0.15
18.30
COR BETON
9
TUL. UTAMA BESI DIA. 19 MM
2.25
8.00
122.00
2,415.60
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
122.00
166.41
SENGKANG BESI DIA. 10 MM
0.62
813.33
1.45
804.31
BEKISTING
1.30
1.00
122.00
158.60
AS 2
0.15
1.00
5.00
0.75
AS 3
0.15
1.00
13.00
1.95
AS 4
0.15
1.00
9.00
1.35
AS 4'
0.15
1.00
9.00
1.35
AS 5
0.15
1.00
9.00
1.35
AS 6
0.15
1.00
9.00
1.35
AS 7
0.15
1.00
13.00
1.95
AS 8
0.15
1.00
5.00
0.75
AS E
0.15
1.00
10.00
1.50
AS F
0.15
1.00
10.00
1.50
AS G
0.15
1.00
10.00
1.50
AS H
0.15
1.00
10.00
1.50
AS I
0.15
1.00
10.00
1.50
BALOK 30/50 (B9)
0.15
3.45
6.67
0.15
6.67
0.15
12.50
0.15
2.78
0.15
3.45
TUL. UTAMA BESI DIA. 19 MM
2.25
9.00
23.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
23.00
31.37
SENGKANG BESI DIA. 10 MM
0.62
153.33
1.45
151.63
BEKISTING
1.30
1.00
23.00
29.90
AS 2
0.15
1.00
1.00
0.15
AS 7'
0.15
1.00
9.00
1.35
AS 8
0.15
1.00
1.00
0.15
AS J
0.15
1.00
12.00
1.80
BALOK 20/40 (B10)
0.08
512.33
5.24
COR BETON
11
0.15
18.30
COR BETON
10
12.50
0.48
5.24
TUL. UTAMA BESI DIA. 19 MM
2.25
6.50
65.50
1,053.73
SENGKANG BESI DIA. 10 MM
0.62
436.67
1.05
312.70
BEKISTING
1.00
1.00
65.50
65.50
AS 2'
0.08
1.00
4.00
0.32
AS 3'
0.08
1.00
28.75
2.30
AS 6'
0.08
1.00
28.75
2.30
AS 7'
0.08
1.00
4.00
0.32
BALOK 40/90 (B11)
0.36
7.20
COR BETON
7.20
TUL. UTAMA BESI DIA. 19 MM
2.25
25.00
48.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
48.00
2,970.00 65.47
SENGKANG BESI DIA. 10 MM
0.62
320.00
4.90
1,069.38
BEKISTING
2.20
1.00
48.00
105.60
AS 4
0.15
1.00
12.00
1.80
AS 6
0.15
1.00
12.00
1.80
AS F
0.15
1.00
12.00
1.80
AS H
0.15
1.00
12.00
1.80
12
BALOK 25/50 (B12)
0.13
2.75
COR BETON
13
TUL. UTAMA BESI DIA. 19 MM
2.25
11.50
22.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
4.00
22.00
60.02
SENGKANG BESI DIA. 10 MM
0.62
146.67
1.35
135.04
BEKISTING
1.25
1.00
22.00
27.50
AS I'
0.13
1.00
22.00
2.75
BALOK 25/50 (B13)
0.13
TUL. UTAMA BESI DIA. 19 MM
2.25
8.00
117.48
2,326.01
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
117.48
160.24
SENGKANG BESI DIA. 10 MM
0.62
783.17
1.35
721.06
BEKISTING
1.25
1.00
117.48
146.84
AS 4'
0.13
1.00
36.75
4.59
AS 5
0.13
1.00
43.98
5.50
AS 5'
0.13
1.00
36.75
4.59
BALOK 40/90 (B14)
0.36
17.28
0.15
2.78
0.15
12.50
0.15
8.00
0.15
17.28
TUL. UTAMA BESI DIA. 19 MM
2.25
16.50
48.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
4.00
48.00
130.94
SENGKANG BESI DIA. 10 MM
0.62
320.00
4.90
1,069.38
BEKISTING
2.20
1.00
48.00
105.60
AS 4
0.36
1.00
12.00
4.32
AS 6
0.36
1.00
12.00
4.32
AS C
0.36
1.00
12.00
4.32
AS D'
0.36
1.00
12.00
4.32
BALOK 20/40 (B15)
0.08
1,960.20
9.76
COR BETON
16
8.00
14.68
COR BETON
15
0.15
626.18
14.68
COR BETON
14
8.00
2.75
9.76
TUL. UTAMA BESI DIA. 19 MM
2.25
7.00
122.00
2,113.65
SENGKANG BESI DIA. 10 MM
0.62
BEKISTING
1.00
813.33
1.05
582.43
1.00
122.00
122.00
AS 1' AS 2
0.08
1.00
14.00
1.12
0.08
1.00
1.00
0.08
AS 2'
0.08
1.00
5.00
0.40
AS 3'
0.08
1.00
5.00
0.40
AS 6'
0.08
1.00
5.00
0.40
AS 7'
0.08
1.00
1.00
0.08
AS 8
0.08
1.00
1.00
0.08
AS 8'
0.08
1.00
14.00
1.12
AS B'
0.08
1.00
4.00
0.32
AS C'
0.08
1.00
16.00
1.28
AS D
0.08
1.00
16.00
1.28
AS D'
0.08
1.00
4.00
0.32
AS E'
0.08
1.00
4.00
0.32
AS F'
0.08
1.00
4.00
0.32
AS G'
0.08
1.00
4.00
0.32
AS H'
0.08
1.00
4.00
0.32
AS I'
0.08
1.00
4.00
0.32
AS K'
0.08
1.00
16.00
1.28
BALOK 25/50 (B16)
0.13
3.75
COR BETON
3.75
TUL. UTAMA BESI DIA. 19 MM
2.25
9.00
30.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
30.00
668.25 40.92
SENGKANG BESI DIA. 10 MM
0.62
200.00
1.35
184.14
BEKISTING
1.25
1.00
30.00
37.50
AS 3
0.13
1.00
3.00
0.38
AS 3'
0.13
1.00
1.00
0.13
AS 4
0.13
1.00
4.00
0.50
AS 5
0.13
1.00
1.00
0.13
AS 5'
0.13
1.00
1.00
0.13
AS 6
0.13
1.00
4.00
0.50
AS 6'
0.13
1.00
1.00
0.13
17
AS 7
0.13
1.00
3.00
0.38
AS E
0.13
1.00
2.00
0.25
AS F
0.13
1.00
2.00
0.25
AS G
0.13
1.00
2.00
0.25
AS H
0.13
1.00
2.00
0.25
AS I
0.13
1.00
2.00
0.25
AS J
0.13
1.00
2.00
0.25
BALOK 25/50 (B17)
0.13
8.69
COR BETON
18
TUL. UTAMA BESI DIA. 19 MM
2.25
8.00
69.50
1,376.10
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
69.50
94.80
SENGKANG BESI DIA. 10 MM
0.62
463.33
1.35
426.59
BEKISTING
1.25
1.00
69.50
86.88
AS 2
0.13
1.00
34.75
4.34
AS 8
0.13
1.00
34.75
4.34
BALOK 30/50 (B18)
0.15
12.23
COR BETON
19
TUL. UTAMA BESI DIA. 19 MM
2.25
7.50
81.50
1,512.84
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
81.50
111.17
SENGKANG BESI DIA. 10 MM
0.62
543.33
1.45
537.30
BEKISTING
1.30
1.00
81.50
105.95
AS 2'
0.15
1.00
6.00
0.90
AS 3
0.15
1.00
34.75
5.21
AS 7
0.15
1.00
34.75
5.21
AS 7'
0.15
1.00
6.00
0.90
BALOK 40/80 (B19)
0.36
-
TUL. UTAMA BESI DIA. 19 MM
2.25
11.50
-
-
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
-
-
SENGKANG BESI DIA. 10 MM
0.62
-
4.10
-
BEKISTING
2.00
1.00
-
-
AS
0.15
1.00
-
AS
0.15
1.00
-
AS
0.15
1.00
-
AS
0.15
1.00
-
AS
0.15
1.00
-
BALOK 30/60 (B20)
0.18
8.73
0.15
2.78
0.15
5.56
0.15
12.50
0.15
5.56
0.15
8.73
TUL. UTAMA BESI DIA. 19 MM
2.25
10.50
48.50
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
48.50
66.15
SENGKANG BESI DIA. 10 MM
0.62
323.33
1.65
363.85
BEKISTING
1.50
1.00
48.50
72.75
AS 4
0.18
1.00
10.75
1.94
AS 4'
0.18
1.00
7.00
1.26
AS 5'
0.18
1.00
8.00
1.44
AS 6
0.18
1.00
10.75
1.94
AS C
0.18
1.00
12.00
2.16
BALOK 20/40 (B21)
0.08
1,260.39
2.64
COR BETON
22
6.67
-
COR BETON
21
0.15
12.23
COR BETON
20
8.00
8.69
2.64
TUL. UTAMA BESI DIA. 19 MM
2.25
8.00
33.00
653.40
SENGKANG BESI DIA. 10 MM
0.62
220.00
1.05
157.54
BEKISTING
1.00
1.00
33.00
33.00
AS 4'
0.08
1.00
13.00
1.04
AS 5
0.08
1.00
7.00
0.56
AS 5'
0.08
1.00
13.00
1.04
BALOK 30/60 (B22)
0.18
COR BETON
5.48
TUL. UTAMA BESI DIA. 19 MM
2.25
10.00
30.45
TUL. PEMBAGI BESI DIA. 10 MM SENGKANG BESI DIA. 10 MM BEKISTING
753.64
0.62
2.00
30.45
41.53
0.62
203.00
1.65
228.44
1.05
1.00
30.45
31.97
23
AS 4'
0.18
1.00
7.23
1.30
AS 5'
0.18
1.00
7.23
1.30
AS B
0.18
1.00
6.00
1.08
AS B'
0.18
1.00
10.00
1.80
BALOK 20/35 (B23)
0.07
1.54
COR BETON
24
TUL. UTAMA BESI DIA. 19 MM
2.25
7.50
22.00
408.38
SENGKANG BESI DIA. 10 MM
0.62
146.67
0.95
95.03
BEKISTING
0.90
1.00
22.00
19.80
AS 3'
0.07
1.00
4.00
0.28
AS J'
0.07
1.00
8.00
0.56
AS M'
0.07
1.00
10.00
0.70
BALOK 40/80 (B24)
0.32
3.84
COR BETON
25
0.15
3.13
0.15
4.08
0.15
4.08
0.15
3.84
TUL. UTAMA BESI DIA. 19 MM
2.25
10.50
12.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
12.00
16.37
SENGKANG BESI DIA. 10 MM
0.62
80.00
4.10
223.70
BEKISTING
2.00
1.00
12.00
24.00
AS I'
0.32
1.00
12.00
3.84
BALOK 35/70 (B25)
0.25
311.85
1.05
COR BETON
26
14.29
1.54
1.05
TUL. UTAMA BESI DIA. 19 MM
2.25
10.50
12.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
12.00
311.85 16.37
SENGKANG BESI DIA. 10 MM
0.62
80.00
3.60
196.42
BEKISTING
1.75
1.00
12.00
21.00
AS I
0.09
1.00
12.00
1.05
BALOK 35/70 (B26)
0.25
4.50
COR BETON
4.50
TUL. UTAMA BESI DIA. 19 MM
2.25
16.00
36.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
36.00
49.10
SENGKANG BESI DIA. 10 MM
0.62
240.00
3.60
589.25
BEKISTING
1.25
1.00
36.00
45.00
AS F
0.13
1.00
12.00
1.50
AS G
0.13
1.00
12.00
1.50
AS H
0.13
1.00
12.00
1.50
No.
Pekerjaan
a
b
1,425.60
Luas
Tinggi
Jumlah
Volume
Panjang
Jarak
Bidang
(m)
(bh)
Beton
/ m3
Sengkang
(m3)
(m)
(m)
d
e
f = (cxdxe)
(m2) c
LANTAI MEZANIN (MESJID) 1
BALOK 20/40 (B1)
0.08
1.44
COR BETON
2
12.50
0.15
6.67
0.15
1.44
TUL. UTAMA BESI DIA. 19 MM
2.25
9.00
18.00
400.95
SENGKANG BESI DIA. 10 MM
0.62
BEKISTING
1.00
120.00
1.05
85.93
1.00
18.00
18.00
AS 3' AS 6'
0.08
1.00
9.00
0.72
0.08
1.00
9.00
0.72
BALOK 30/50 (B2)
0.15
11.40
COR BETON
11.40
TUL. UTAMA BESI DIA. 19 MM
2.25
10.00
76.00
1,881.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
76.00
103.66
SENGKANG BESI DIA. 10 MM
0.62
506.67
1.45
501.04
BEKISTING
1.30
1.00
76.00
98.80
AS 1'
0.15
1.00
5.00
0.75
AS 2
0.15
1.00
5.00
0.75
AS 7
0.15
1.00
5.00
0.75
AS 8'
0.15
1.00
5.00
0.75
AS M
0.15
1.00
28.00
4.20
3
AS N
0.15
BALOK 30/50 (B3)
0.15
1.00
28.00
15.00
COR BETON
4
TUL. UTAMA BESI DIA. 19 MM
2.25
9.50
100.00
2,351.25
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
100.00
136.40
SENGKANG BESI DIA. 10 MM
0.62
666.67
1.45
659.27
BEKISTING
1.30
1.00
100.00
130.00
AS 2
0.15
1.00
6.00
0.90
AS D'
0.15
1.00
22.00
3.30
AS E
0.15
1.00
24.00
3.60
AS G
0.15
1.00
8.00
1.20
AS I
0.15
1.00
16.00
2.40
AS L
0.15
1.00
24.00
3.60
BALOK 30/50 (B4)
0.15
11.40
TUL. UTAMA BESI DIA. 19 MM
2.25
8.50
76.00
1,598.85
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
76.00
103.66
SENGKANG BESI DIA. 10 MM
0.62
506.67
1.45
501.04
BEKISTING
1.30
1.00
76.00
98.80
AS 1
0.15
1.00
5.00
0.75
AS 9
0.15
1.00
5.00
0.75
AS C
0.15
1.00
22.00
3.30
AS D
0.15
1.00
14.00
2.10
AS J
0.15
1.00
10.00
1.50
AS K
0.15
1.00
10.00
1.50
AS L
0.15
1.00
10.00
1.50
BALOK 25/50 (B5)
0.13
1.00
TUL. UTAMA BESI DIA. 19 MM
2.25
11.00
8.00
217.80
TUL. PEMBAGI BESI DIA. 10 MM SENGKANG BESI DIA. 10 MM
0.62
2.00
8.00
10.91
0.62
53.33
1.35
49.10
BEKISTING
1.25
1.00
8.00
10.00
AS K
0.13
1.00
8.00
1.00
BALOK 20/40 (B6)
0.08
11.00
0.15
8.00
0.15
12.50
0.15
12.50
0.15
6.67
0.15
11.00
TUL. UTAMA BESI DIA. 19 MM
2.25
7.00
137.50
2,382.19
SENGKANG BESI DIA. 10 MM
0.62
916.67
1.05
656.43
BEKISTING
1.00
1.00
137.50
137.50
AS 2'
0.08
1.00
30.75
2.46
AS 3'
0.08
1.00
17.00
1.36
AS 4'
0.08
1.00
9.00
0.72
AS 5'
0.08
1.00
9.00
0.72
AS 6'
0.08
1.00
22.00
1.76
AS 7'
0.08
1.00
35.75
2.86
AS J'
0.08
1.00
2.00
0.16
AS M'
0.08
1.00
12.00
0.96
BALOK 20/40 (B7)
0.08
0.48
COR BETON
8
6.67
1.00
COR BETON
7
0.15
11.40
COR BETON
6
6.67
15.00
COR BETON
5
4.20
0.48
TUL. UTAMA BESI DIA. 19 MM
2.25
9.00
6.00
133.65
SENGKANG BESI DIA. 10 MM
0.62
40.00
1.05
28.64
BEKISTING
1.00
1.00
6.00
6.00
AS I'
0.08
1.00
6.00
0.48
BALOK 30/50 (B8)
0.15
16.95
COR BETON
16.95
TUL. UTAMA BESI DIA. 19 MM
2.25
8.50
113.00
2,377.24
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
113.00
154.13
SENGKANG BESI DIA. 10 MM
0.62
753.33
1.45
744.97
BEKISTING
1.30
1.00
113.00
146.90
AS 2
0.15
1.00
5.00
0.75
AS 3
0.15
1.00
13.00
1.95
9
AS 4
0.15
1.00
9.00
1.35
AS 5
0.15
1.00
9.00
1.35
AS 6
0.15
1.00
9.00
1.35
AS 7
0.15
1.00
13.00
1.95
AS 8
0.15
1.00
5.00
0.75
AS E
0.15
1.00
10.00
1.50
AS F
0.15
1.00
10.00
1.50
AS G
0.15
1.00
10.00
1.50
AS H
0.15
1.00
10.00
1.50
AS I
0.15
1.00
10.00
1.50
BALOK 30/50 (B9)
0.15
3.45
COR BETON
10
TUL. UTAMA BESI DIA. 19 MM
2.25
9.00
23.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
23.00
31.37
SENGKANG BESI DIA. 10 MM
0.62
153.33
1.45
151.63
BEKISTING
1.30
1.00
23.00
29.90
AS 2
0.15
1.00
1.00
0.15
AS 7'
0.15
1.00
9.00
1.35
AS 8
0.15
1.00
1.00
0.15
AS J
0.15
1.00
12.00
1.80
BALOK 20/40 (B10)
0.08
TUL. UTAMA BESI DIA. 19 MM
2.25
6.50
90.50
1,455.92
SENGKANG BESI DIA. 10 MM
0.62
603.33
1.05
432.05
BEKISTING
1.00
1.00
90.50
90.50
AS 2'
0.08
1.00
4.00
0.32
AS 3'
0.08
1.00
36.75
2.94
AS 6'
0.08
1.00
40.75
3.26
AS 7'
0.08
1.00
3.00
0.24
AS E'
0.08
1.00
6.00
0.48
BALOK 35/70 (B11)
0.36
8.82
TUL. UTAMA BESI DIA. 19 MM
2.25
12.00
36.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
36.00
49.10
SENGKANG BESI DIA. 10 MM
0.62
240.00
4.90
802.03
BEKISTING
2.20
1.00
36.00
79.20
AS E'
0.25
1.00
12.00
2.94
AS F
0.25
1.00
12.00
2.94
AS H
0.25
1.00
12.00
2.94
BALOK 25/50 (B12)
0.13
2.78
0.15
8.00
0.15
8.00
0.15
2.78
0.15
1,069.20
2.75 2.75
TUL. UTAMA BESI DIA. 19 MM
2.25
11.50
22.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
4.00
22.00
60.02
SENGKANG BESI DIA. 10 MM
0.62
146.67
1.35
135.04
BEKISTING
1.25
1.00
22.00
27.50
AS I'
0.13
1.00
22.00
2.75
BALOK 25/50 (B13)
0.13
626.18
7.18
COR BETON
14
0.15
8.82
COR BETON
13
12.50
7.24
COR BETON
12
0.15
512.33
7.24
COR BETON
11
6.67
3.45
7.18
TUL. UTAMA BESI DIA. 19 MM
2.25
8.00
57.48
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
57.48
1,138.01 78.40
SENGKANG BESI DIA. 10 MM
0.62
383.17
1.35
352.78
BEKISTING
1.25
1.00
57.48
71.84
AS 4'
0.13
1.00
16.75
2.09
AS 5
0.13
1.00
23.98
3.00
AS 5'
0.13
1.00
16.75
2.09
BALOK 40/90 (B14)
0.36
8.64
COR BETON
8.64
TUL. UTAMA BESI DIA. 19 MM
2.25
18.00
24.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
4.00
24.00
1,069.20 65.47
SENGKANG BESI DIA. 10 MM
0.62
160.00
4.90
534.69
15
BEKISTING
2.20
1.00
24.00
52.80
AS C
0.36
1.00
12.00
4.32
AS D'
0.36
1.00
12.00
4.32
BALOK 20/40 (B15)
0.08
8.64
COR BETON
16
TUL. UTAMA BESI DIA. 19 MM
2.25
7.00
108.00
1,871.10
SENGKANG BESI DIA. 10 MM
0.62
720.00
1.05
515.59
BEKISTING
1.00
1.00
108.00
108.00
AS 1'
0.08
1.00
14.00
1.12
AS 2
0.08
1.00
1.00
0.08
AS 2'
0.08
1.00
5.00
0.40
AS 3'
0.08
1.00
2.00
0.16
AS 6'
0.08
1.00
2.00
0.16
AS 7'
0.08
1.00
1.00
0.08
AS 8
0.08
1.00
1.00
0.08
AS 8'
0.08
1.00
14.00
1.12
AS B
0.08
1.00
12.00
0.96
AS D
0.08
1.00
16.00
1.28
AS D'
0.08
1.00
4.00
0.32
AS E'
0.08
1.00
4.00
0.32
AS F'
0.08
1.00
4.00
0.32
AS G'
0.08
1.00
4.00
0.32
AS H'
0.08
1.00
4.00
0.32
AS I'
0.08
1.00
4.00
0.32
AS K'
0.08
1.00
16.00
1.28
BALOK 25/50 (B16)
0.13
3.88
COR BETON
17
0.15
8.00
0.15
8.00
0.15
6.67
0.15
3.88
TUL. UTAMA BESI DIA. 19 MM
2.25
9.00
31.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
31.00
42.28
SENGKANG BESI DIA. 10 MM
0.62
206.67
1.35
190.28
BEKISTING
1.25
1.00
31.00
38.75
AS 3
0.13
1.00
2.00
0.25
AS 3'
0.13
1.00
1.00
0.13
AS 4
0.13
1.00
3.00
0.38
AS 4'
0.13
1.00
1.00
0.13
AS 5
0.13
1.00
1.00
0.13
AS 5'
0.13
1.00
1.00
0.13
AS 6
0.13
1.00
3.00
0.38
AS 6'
0.13
1.00
1.00
0.13
AS 7
0.13
1.00
2.00
0.25
AS E
0.13
1.00
2.00
0.25
AS F
0.13
1.00
2.00
0.25
AS G
0.13
1.00
2.00
0.25
AS H
0.13
1.00
2.00
0.25
AS I
0.13
1.00
2.00
0.25
AS I'
0.13
1.00
4.00
0.50
AS J
0.13
1.00
2.00
0.25
BALOK 25/50 (B17)
0.13
690.53
9.44
COR BETON
18
12.50
8.64
9.44
TUL. UTAMA BESI DIA. 19 MM
2.25
8.00
75.50
1,494.90
TUL. PEMBAGI BESI DIA. 10 MM SENGKANG BESI DIA. 10 MM
0.62
2.00
75.50
102.98
0.62
503.33
1.35
463.42
BEKISTING
1.25
1.00
75.50
94.38
AS 2
0.13
1.00
34.75
4.34
AS 8
0.13
1.00
40.75
5.09
BALOK 30/50 (B18)
0.15
12.23
COR BETON
12.23
TUL. UTAMA BESI DIA. 19 MM
2.25
7.50
81.50
1,512.84
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
81.50
111.17
SENGKANG BESI DIA. 10 MM
0.62
543.33
1.45
537.30
BEKISTING
1.30
1.00
81.50
105.95
AS 2'
0.15
1.00
6.00
0.90
AS 3
0.15
1.00
34.75
5.21
19
AS 7
0.15
1.00
34.75
5.21
AS 7'
0.15
1.00
6.00
0.90
BALOK 40/80 (B19)
0.36
-
COR BETON
20
TUL. UTAMA BESI DIA. 19 MM
2.25
12.50
-
-
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
-
-
SENGKANG BESI DIA. 10 MM
0.62
-
4.10
-
BEKISTING
2.00
1.00
-
-
AS
0.15
1.00
-
AS
0.15
1.00
-
AS
0.15
1.00
-
AS
0.15
1.00
-
AS
0.15
1.00
-
BALOK 30/60 (B20)
0.18
8.82
COR BETON
21
TUL. UTAMA BESI DIA. 19 MM
2.25
10.50
49.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
49.00
66.84
SENGKANG BESI DIA. 10 MM
0.62
326.67
1.65
367.60
BEKISTING
1.50
1.00
49.00
73.50
AS 3'
0.18
1.00
12.00
2.16
AS 4
0.18
1.00
4.75
0.86
AS 4'
0.18
1.00
7.75
1.40
AS 5'
0.18
1.00
7.75
1.40
AS 6
0.18
1.00
4.75
0.86
AS C
0.18
1.00
12.00
2.16
BALOK 20/40 (B21)
0.08
0.15
12.50
0.15
5.56
0.15
14.29
0.15
3.13
0.15
0.96
TUL. UTAMA BESI DIA. 19 MM
2.25
8.00
12.00
237.60
SENGKANG BESI DIA. 10 MM
0.62
80.00
1.05
57.29
BEKISTING
1.00
1.00
12.00
12.00
AS 4'
0.08
1.00
6.00
0.48
AS 5'
0.08
1.00
6.00
0.48
BALOK 30/60 (B22)
0.18 10.16
TUL. UTAMA BESI DIA. 19 MM
2.25
10.00
56.45
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
56.45
77.00
SENGKANG BESI DIA. 10 MM
0.62
376.33
1.65
423.49
BEKISTING
1.05
1.00
56.45
59.27
AS 4
0.18
1.00
6.00
1.08
AS 4'
0.18
1.00
7.23
1.30
AS 5'
0.18
1.00
7.23
1.30
AS 6
0.18
1.00
6.00
1.08
AS B
0.18
1.00
6.00
1.08
AS B'
0.18
1.00
10.00
1.80
AS J (LENGKUNG)
0.18
1.00
14.00
2.52
BALOK 20/35 (B23)
0.07
1,397.14
1.82
COR BETON
24
5.56
1,273.39
0.96
COR BETON
23
0.15
8.82
COR BETON
22
2.78
-
1.82
TUL. UTAMA BESI DIA. 19 MM
2.25
7.50
26.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
26.00
482.63 35.46
SENGKANG BESI DIA. 10 MM
0.62
173.33
0.95
112.30
BEKISTING
0.90
1.00
26.00
23.40
AS 3'
0.07
1.00
4.00
0.28
AS J'
0.07
1.00
18.00
1.26
AS M'
0.07
1.00
4.00
0.28
BALOK 40/80 (B24)
0.32
3.84
COR BETON
3.84
TUL. UTAMA BESI DIA. 19 MM
2.25
12.00
12.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
12.00
356.40 16.37
SENGKANG BESI DIA. 10 MM
0.62
80.00
4.10
223.70
BEKISTING
2.00
1.00
12.00
24.00
25
AS 4
0.32
1.00
6.00
1.92
AS 6
0.32
1.00
6.00
1.92
BALOK 35/70 (B25)
0.25
-
COR BETON
4.08
0.15
-
TUL. UTAMA BESI DIA. 19 MM
2.25
10.50
-
-
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
-
-
SENGKANG BESI DIA. 10 MM
0.62
-
3.60
-
BEKISTING
1.75
1.00
-
-
AS
0.25
1.00
-
AS
0.25
1.00
-
No.
Pekerjaan
a
b
Luas
Tinggi
Jumlah
Volume
Panjang
Jarak
Bidang
(m)
(bh)
Beton
/ m3
Sengkang
(m3)
(m)
(m)
d
e
f = (cxdxe)
(m2) c
LANTAI ATAP (MESJID) 1
BALOK 20/40 (B1)
0.08
-
COR BETON
2
TUL. UTAMA BESI DIA. 19 MM
2.25
9.00
-
-
SENGKANG BESI DIA. 10 MM
0.62
-
1.05
-
BEKISTING
1.00
1.00
-
-
AS
0.08
1.00
-
AS
0.08
1.00
-
AS
0.08
1.00
-
AS
0.08
1.00
-
AS
0.08
1.00
-
BALOK 30/50 (B2)
0.15
16.50
COR BETON
3
0.15
6.67
0.15
6.67
0.15
6.67
0.15
16.50
TUL. UTAMA BESI DIA. 19 MM
2.25
10.50
110.00
2,858.63
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
110.00
150.04
SENGKANG BESI DIA. 10 MM
0.62
733.33
1.45
725.19
BEKISTING
1.30
1.00
110.00
143.00
AS 1'
0.15
1.00
5.00
0.75
AS 3
0.15
1.00
5.00
0.75
AS 7
0.15
1.00
5.00
0.75
AS 8'
0.15
1.00
5.00
0.75
AS M
0.15
1.00
28.00
4.20
AS N
0.15
1.00
28.00
4.20
AS DIAGONAL
0.15
1.00
34.00
5.10
BALOK 30/50 (B3)
0.15
19.50
COR BETON
4
12.50
-
19.50
TUL. UTAMA BESI DIA. 19 MM
2.25
9.50
130.00
3,056.63
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
130.00
177.32
SENGKANG BESI DIA. 10 MM
0.62
866.67
1.45
857.05
BEKISTING
1.30
1.00
130.00
169.00
AS D'
0.15
1.00
22.00
3.30
AS E
0.15
1.00
24.00
3.60
AS F
0.15
1.00
12.00
1.80
AS G
0.15
1.00
12.00
1.80
AS H
0.15
1.00
12.00
1.80
AS I
0.15
1.00
12.00
1.80
AS K
0.15
1.00
12.00
1.80
AS L
0.15
1.00
24.00
3.60
BALOK 30/50 (B4)
0.15
15.30
COR BETON
15.30
TUL. UTAMA BESI DIA. 19 MM
2.25
8.00
102.00
2,019.60
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
102.00
139.13
5
SENGKANG BESI DIA. 10 MM
0.62
680.00
1.45
672.45
BEKISTING
1.30
1.00
102.00
132.60
AS 1
0.15
1.00
5.00
0.75
AS 9
0.15
1.00
5.00
0.75
AS C
0.15
1.00
48.00
7.20
AS D
0.15
1.00
14.00
2.10
AS J
0.15
1.00
10.00
1.50
AS K
0.15
1.00
10.00
1.50
AS L
0.15
1.00
10.00
1.50
BALOK 25/50 (B5)
0.13
-
COR BETON
6
2.25
11.00
-
-
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
-
-
SENGKANG BESI DIA. 10 MM
0.62
-
1.35
-
BEKISTING
1.25
1.00
-
-
AS
0.13
1.00
-
AS
0.13
1.00
-
AS
0.13
1.00
-
AS
0.13
1.00
-
AS
0.13
1.00
-
BALOK 20/40 (B6)
0.08
11.88
TUL. UTAMA BESI DIA. 19 MM
2.25
7.00
148.50
2,572.76
SENGKANG BESI DIA. 10 MM
0.62
990.00
1.05
708.94
BEKISTING
1.00
1.00
148.50
148.50
AS 2'
0.08
1.00
38.75
3.10
AS 3'
0.08
1.00
19.00
1.52
AS 4'
0.08
1.00
9.00
0.72
AS 5'
0.08
1.00
9.00
0.72
AS 6'
0.08
1.00
20.00
1.60
AS 7'
0.08
1.00
42.75
3.42
AS J'
0.08
1.00
4.00
0.32
AS M'
0.08
1.00
6.00
0.48
BALOK 20/40 (B7)
0.08
0.48
0.15
12.50
0.15
6.67
0.15
6.67
0.15
0.48
TUL. UTAMA BESI DIA. 19 MM
2.25
9.00
6.00
133.65
SENGKANG BESI DIA. 10 MM
0.62
40.00
1.05
28.64
BEKISTING
1.00
1.00
6.00
6.00
AS I'
0.08
1.00
6.00
0.48
BALOK 30/50 (B8)
0.15
16.35
COR BETON
9
12.50
11.88
COR BETON
8
0.15
-
TUL. UTAMA BESI DIA. 19 MM
COR BETON
7
8.00
16.35
TUL. UTAMA BESI DIA. 19 MM
2.25
9.50
109.00
2,562.86
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
109.00
148.68
SENGKANG BESI DIA. 10 MM
0.62
726.67
1.45
718.60
BEKISTING
1.30
1.00
109.00
141.70
AS 2
0.15
1.00
5.00
0.75
AS 3
0.15
1.00
13.00
1.95
AS 4
0.15
1.00
9.00
1.35
AS 5
0.15
1.00
9.00
1.35
AS 6
0.15
1.00
9.00
1.35
AS 7
0.15
1.00
9.00
1.35
AS 8
0.15
1.00
5.00
0.75
AS E
0.15
1.00
10.00
1.50
AS F
0.15
1.00
10.00
1.50
AS G
0.15
1.00
10.00
1.50
AS H
0.15
1.00
10.00
1.50
AS I
0.15
1.00
10.00
1.50
BALOK 30/50 (B9)
0.15
3.45
COR BETON
3.45
TUL. UTAMA BESI DIA. 19 MM
2.25
9.00
23.00
512.33
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
23.00
31.37
10
SENGKANG BESI DIA. 10 MM
0.62
153.33
1.45
151.63
BEKISTING
1.30
1.00
23.00
29.90
AS 2
0.15
1.00
1.00
0.15
AS 8
0.15
1.00
10.00
1.50
AS J
0.15
1.00
12.00
1.80
BALOK 20/40 (B10)
0.08
8.20
COR BETON
11
TUL. UTAMA BESI DIA. 19 MM
2.25
7.00
102.50
1,775.81
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
102.50
139.81
SENGKANG BESI DIA. 10 MM
0.62
683.33
1.05
489.34
BEKISTING
1.00
1.00
102.50
102.50
AS 2'
0.08
1.00
4.00
0.32
AS 3'
0.08
1.00
34.75
2.78
AS 6'
0.08
1.00
38.75
3.10
AS 8
0.08
1.00
3.00
0.24
AS C'
0.08
1.00
10.00
0.80
AS E'
0.08
1.00
6.00
0.48
AS H'
0.08
1.00
6.00
0.48
BALOK 40/90 (B11)
0.36
17.28
COR BETON
12
2.25
21.50
48.00
TUL. PEMBAGI BESI DIA. 10 MM SENGKANG BESI DIA. 10 MM
0.62
4.00
48.00
130.94
0.62
320.00
4.90
1,069.38
BEKISTING
2.20
1.00
48.00
105.60
AS 4
0.36
1.00
12.00
4.32
AS 6
0.36
1.00
12.00
4.32
AS F
0.36
1.00
12.00
4.32
AS H
0.36
1.00
12.00
4.32
BALOK 25/50 (B12)
0.13
0.15
8.00
0.15
8.00
0.15
2.78
0.15
12.50
0.15
2.75
TUL. UTAMA BESI DIA. 19 MM
2.25
11.50
22.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
4.00
22.00
60.02
SENGKANG BESI DIA. 10 MM
0.62
146.67
1.35
135.04
BEKISTING
1.25
1.00
22.00
27.50
AS I'
0.13
1.00
22.00
2.75
BALOK 25/50 (B13)
0.13
626.18
13.68 13.68
TUL. UTAMA BESI DIA. 19 MM
2.25
8.00
109.48
2,167.61
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
109.48
149.32
SENGKANG BESI DIA. 10 MM
0.62
729.83
1.35
671.96
BEKISTING
1.25
1.00
109.48
136.84
AS 4'
0.13
1.00
26.75
3.34
AS 5
0.13
1.00
31.98
4.00
AS 5'
0.13
1.00
26.75
3.34
AS C'
0.13
1.00
24.00
3.00
BALOK 40/90 (B14)
0.36
4.32
COR BETON
15
2.78
2,554.20
2.75
COR BETON
14
0.15
17.28
TUL. UTAMA BESI DIA. 19 MM
COR BETON
13
12.50
8.20
4.32
TUL. UTAMA BESI DIA. 19 MM
2.25
19.50
12.00
TUL. PEMBAGI BESI DIA. 10 MM SENGKANG BESI DIA. 10 MM
579.15
0.62
4.00
12.00
32.74
0.62
80.00
4.90
267.34
BEKISTING
2.20
1.00
12.00
26.40
AS D'
0.36
1.00
12.00
4.32
BALOK 20/40 (B15)
0.08
8.16
COR BETON
8.16
TUL. UTAMA BESI DIA. 19 MM
2.25
7.00
102.00
1,767.15
SENGKANG BESI DIA. 10 MM
0.62
BEKISTING
1.00
680.00
1.05
486.95
1.00
102.00
102.00
AS 1' AS 2
0.08
1.00
14.00
1.12
0.08
1.00
1.00
0.08
16
AS 2'
0.08
1.00
5.00
0.40
AS 3'
0.08
1.00
2.00
0.16
AS 6'
0.08
1.00
2.00
0.16
AS 7'
0.08
1.00
1.00
0.08
AS 8
0.08
1.00
1.00
0.08
AS 8'
0.08
1.00
14.00
1.12
AS B'
0.08
1.00
12.00
0.96
AS D'
0.08
1.00
4.00
0.32
AS E'
0.08
1.00
4.00
0.32
AS F'
0.08
1.00
4.00
0.32
AS G'
0.08
1.00
4.00
0.32
AS H'
0.08
1.00
4.00
0.32
AS I'
0.08
1.00
4.00
0.32
AS J' (LENGKUNG)
0.08
1.00
14.00
1.12
AS K'
0.08
1.00
12.00
0.96
BALOK 25/50 (B16)
0.13
2.50
COR BETON
17
TUL. UTAMA BESI DIA. 19 MM
2.25
9.00
20.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
20.00
27.28
SENGKANG BESI DIA. 10 MM
0.62
133.33
1.35
122.76
BEKISTING
1.25
1.00
20.00
25.00
AS 3
0.13
1.00
1.00
0.13
AS 4
0.13
1.00
1.00
0.13
AS 4'
0.13
1.00
2.00
0.25
AS 5'
0.13
1.00
2.00
0.25
AS 6
0.13
1.00
1.00
0.13
AS 7
0.13
1.00
1.00
0.13
AS E
0.13
1.00
2.00
0.25
AS F
0.13
1.00
2.00
0.25
AS G
0.13
1.00
2.00
0.25
AS H
0.13
1.00
2.00
0.25
AS I
0.13
1.00
2.00
0.25
AS J
0.13
1.00
2.00
0.25
BALOK 25/50 (B17)
0.13
TUL. UTAMA BESI DIA. 19 MM
2.25
8.00
81.50
1,613.70
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
81.50
111.17
SENGKANG BESI DIA. 10 MM
0.62
543.33
1.35
500.25
BEKISTING
1.25
1.00
81.50
101.88
AS 2
0.13
1.00
40.75
5.09
AS 8
0.13
1.00
40.75
5.09
BALOK 30/50 (B18)
0.15
12.23
TUL. UTAMA BESI DIA. 19 MM
2.25
7.50
81.50
1,512.84
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
81.50
111.17
SENGKANG BESI DIA. 10 MM
0.62
543.33
1.45
537.30
BEKISTING
1.30
1.00
81.50
105.95
AS 3
0.15
1.00
40.75
6.11
AS 7
0.15
1.00
40.75
6.11
BALOK 40/80 (B19)
0.36
-
6.67
0.15
2.78
0.15
5.56
0.15
-
TUL. UTAMA BESI DIA. 19 MM
2.25
11.50
-
-
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
-
-
SENGKANG BESI DIA. 10 MM
0.62
-
4.10
-
BEKISTING
2.00
1.00
-
-
AS
0.15
1.00
-
AS
0.15
1.00
-
AS
0.15
1.00
-
AS
0.15
1.00
-
AS
0.15
1.00
-
BALOK 30/60 (B20)
0.18
10.98
COR BETON TUL. UTAMA BESI DIA. 19 MM
0.15
12.23
COR BETON
20
8.00
10.19
COR BETON
19
0.15
445.50
10.19
COR BETON
18
8.00
2.50
10.98 2.25
11.50
61.00
1,736.21
21
TUL. PEMBAGI BESI DIA. 10 MM
0.62
4.00
61.00
166.41
SENGKANG BESI DIA. 10 MM
0.62
BEKISTING
1.50
406.67
1.65
457.62
1.00
61.00
91.50
AS 4 AS 4'
0.18
1.00
25.75
4.64
0.18
1.00
2.50
0.45
AS 5
0.18
1.00
4.50
0.81
AS 5'
0.18
1.00
2.50
0.45
AS 6
0.18
1.00
25.75
4.64
BALOK 20/40 (B21)
0.08
1.84
COR BETON
22
TUL. UTAMA BESI DIA. 19 MM
2.25
8.00
23.00
455.40
SENGKANG BESI DIA. 10 MM
0.62
153.33
1.05
109.80
BEKISTING
1.00
1.00
23.00
23.00
AS 3'
0.08
1.00
5.00
0.40
AS 4'
0.08
1.00
6.00
0.48
AS 5
0.08
1.00
6.00
0.48
AS 5'
0.08
1.00
6.00
0.48
BALOK 30/60 (B22)
0.18
COR BETON
23
TUL. UTAMA BESI DIA. 19 MM
2.25
11.50
30.45
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
30.45
41.53
SENGKANG BESI DIA. 10 MM
0.62
203.00
1.65
228.44
BEKISTING
1.05
1.00
30.45
31.97
AS 4'
0.18
1.00
7.23
1.30
AS 5'
0.18
1.00
7.23
1.30
AS B
0.18
1.00
6.00
1.08
AS B'
0.18
1.00
10.00
1.80
BALOK 20/35 (B23)
0.07
0.15
14.29
0.15
3.13
0.15
4.08
0.15
0.70
TUL. UTAMA BESI DIA. 19 MM
2.25
7.50
10.00
185.63
TUL. PEMBAGI BESI DIA. 10 MM SENGKANG BESI DIA. 10 MM
0.62
2.00
10.00
13.64
0.62
66.67
0.95
43.19
BEKISTING
0.90
1.00
10.00
9.00
AS M'
0.07
1.00
10.00
0.70
BALOK 40/80 (B24)
0.32
3.84 3.84
TUL. UTAMA BESI DIA. 19 MM
2.25
12.00
12.00
TUL. PEMBAGI BESI DIA. 10 MM SENGKANG BESI DIA. 10 MM
0.62
4.00
12.00
32.74
0.62
80.00
4.10
223.70
BEKISTING
2.00
1.00
12.00
24.00
AS J
0.32
1.00
12.00
3.84
BALOK 35/70 (B25)
0.25
356.40
8.82
COR BETON
No.
5.56 866.68
0.70
COR BETON
25
0.15
5.48
COR BETON
24
12.50
1.84
8.82
TUL. UTAMA BESI DIA. 19 MM
2.25
10.50
36.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
36.00
49.10
SENGKANG BESI DIA. 10 MM
0.62
240.00
3.60
589.25
BEKISTING
1.75
1.00
36.00
63.00
AS 4
0.25
1.00
12.00
2.94
AS 6
0.25
1.00
12.00
2.94
AS I
0.25
1.00
12.00
2.94
Pekerjaan
935.55
Luas
Tinggi
Jumlah
Volume
Panjang
Jarak
Bidang
(m)
(bh)
Beton
/ m3
Sengkang
(m2) a
b
c
(m3) d
e
(m)
(m)
f = (cxdxe)
KUBAH MESJID ELEVASI 17,95 M 1
BALOK 40/80 (B1)
0.32
19.20
COR BETON
2
TUL. UTAMA BESI DIA. 19 MM
2.25
11.00
60.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
60.00
81.84
SENGKANG BESI DIA. 10 MM
0.62
400.00
3.90
1,063.92
BEKISTING
2.00
1.00
60.00
120.00
AS
0.32
1.00
60.00
19.20
AS
0.32
1.00
-
AS
0.32
1.00
-
AS
0.32
1.00
-
AS
0.32
1.00
-
BALOK 30/60 (B2)
0.18
TUL. UTAMA BESI DIA. 19 MM
2.25
8.00
44.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
44.00
60.02
SENGKANG BESI DIA. 10 MM
0.62
293.33
1.65
330.09
BEKISTING
1.50
1.00
44.00
66.00
AS MIRING
0.18
1.00
44.00
7.92
AS
0.18
1.00
-
AS
0.18
1.00
-
AS
0.18
1.00
-
AS
0.18
1.00
-
BALOK 30/60 (B3) MINARET
0.18
18.00
2.25
12.00
20.00
594.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
20.00
27.28
SENGKANG BESI DIA. 10 MM
0.62
133.33
1.65
150.04
BEKISTING
1.50
1.00
20.00
30.00
MINARET A
0.18
5.00
4.00
3.60
MINARET B
0.18
5.00
4.00
3.60
0.18
5.00
4.00
3.60
0.18
5.00
4.00
3.60
0.18
5.00
4.00
3.60
0.13
42.40
0.15
8.00
0.15
6.67
0.15
42.40
TUL. UTAMA BESI DIA. 19 MM
2.25
7.50
192.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
192.00
261.89
SENGKANG BESI DIA. 10 MM
0.62
1,280.00
1.35
1,178.50
BEKISTING
1.25
1.00
192.00
240.00
AS 3
0.13
1.00
24.00
3.00
AS 4
0.13
1.00
12.00
1.50
AS 5
0.13
1.00
6.00
0.75
AS 6
0.13
1.00
12.00
1.50
AS 7
0.13
1.00
24.00
3.00
AS E
0.13
1.00
24.00
3.00
AS F
0.13
1.00
12.00
1.50
AS G
0.13
1.00
6.00
0.75
AS H
0.13
1.00
12.00
1.50
AS I
0.13
1.00
24.00
3.00
MINARET A
0.13
5.00
4.00
2.50
MINARET B
0.13
5.10
8.00
5.10
0.13
5.10
8.00
5.10
0.13
5.10
8.00
5.10
0.13
5.10
8.00
5.10
PLAT BETON TEBAL 15 CM
5.56
18.00
COR BETON
5
0.15
871.20
TUL. UTAMA BESI DIA. 19 MM
BALOK 25/50 (B4)
5.56
7.92
COR BETON
4
0.15
1,633.50
7.92
COR BETON
3
3.13
19.20
0.15
3,564.00
12,852.00
COR BETON
18.75
TUL. UTAMA BESI DIA. 10 MM
0.62
177.78
18.75
2,273.33
BEKISTING
0.15
1.00
18.75
125.00
MINARET A
0.15
5.00
5.00
3.75
MINARET B
0.15
5.00
5.00
3.75
0.15
5.00
5.00
3.75
0.15
5.00
5.00
3.75
0.15
5.00
5.00
3.75
ELEVASI -22,35 M 1
BALOK 30/60 (B1)
0.18
18.00
COR BETON
5.56
0.15
8.00
0.15
6.67
0.15
3.13
0.15
12.50
0.15
18.00
TUL. UTAMA BESI DIA. 19 MM
2.25
7.50
20.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
20.00
371.25 27.28
SENGKANG BESI DIA. 10 MM
0.62
133.33
1.65
150.04
BEKISTING
1.50
1.00
20.00
30.00
0.18
5.00
4.00
3.60
AS
0.18
5.00
4.00
3.60
AS
0.18
5.00
4.00
3.60
AS
0.18
5.00
4.00
3.60
AS
0.18
5.00
4.00
3.60
BALOK 25/50 (B2)
0.13
MINARET A AS MINARET B
2
COR BETON
22.60
TUL. UTAMA BESI DIA. 19 MM
2.25
7.50
36.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
4.00
36.00
668.25 98.21
SENGKANG BESI DIA. 10 MM
0.62
240.00
1.35
220.97
BEKISTING
1.25
1.00
36.00
45.00
0.13
5.00
4.00
2.50
AS
0.13
5.10
8.00
5.10
AS
0.13
5.00
8.00
5.00
AS
0.13
5.00
8.00
5.00
AS
0.13
5.00
8.00
5.00
PLAT BETON TEBAL 15 CM
0.15
MINARET A AS MINARET B
1
8,687.22
COR BETON
18.75
TUL. UTAMA BESI DIA. 10 MM
0.62
177.78
18.75
2,273.33
BEKISTING
0.15
1.00
18.75
125.00
MINARET A
0.15
5.00
5.00
3.75
MINARET B
0.15
5.00
5.00
3.75
0.15
5.00
5.00
3.75
0.15
5.00
5.00
3.75
0.15
5.00
5.00
3.75
ELEVASI 24,95 1
BALOK 40/80 (B1)
0.32
19.20
COR BETON
2
19.20
TUL. UTAMA BESI DIA. 19 MM
2.25
10.00
60.00
TUL. PEMBAGI BESI DIA. 10 MM SENGKANG BESI DIA. 10 MM
1,485.00
0.62
2.00
60.00
81.84
0.62
400.00
3.90
1,063.92
BEKISTING
2.00
1.00
60.00
120.00
AS
0.32
1.00
60.00
19.20
AS
0.32
1.00
-
AS
0.32
1.00
-
AS
0.32
1.00
-
AS
0.32
1.00
-
BALOK 20/40 (B2)
0.08
14.08
COR BETON
14.08
TUL. UTAMA BESI DIA. 19 MM
2.25
7.00
176.00
3,049.20
SENGKANG BESI DIA. 10 MM
0.62
1,173.33
1.05
840.22
3
BEKISTING
1.00
1.00
176.00
176.00
AS 3
0.08
1.00
24.00
1.92
AS 3'
0.08
1.00
20.00
1.60
AS 6'
0.08
1.00
20.00
1.60
AS 7
0.08
1.00
24.00
1.92
AS E
0.08
1.00
24.00
1.92
AS E'
0.08
1.00
20.00
1.60
AS H'
0.08
1.00
20.00
1.60
AS I
0.08
1.00
24.00
1.92
AS
0.08
1.00
-
AS
0.08
1.00
-
AS
0.08
1.00
-
AS
0.08
1.00
-
AS
0.08
1.00
-
BALOK 40/80 (B3)
0.32
14.50
COR BETON
4
TUL. UTAMA BESI DIA. 19 MM
2.25
12.00
34.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
34.00
46.38
SENGKANG BESI DIA. 10 MM
0.62
226.67
3.90
602.89
BEKISTING
2.00
1.00
34.00
68.00
AS DIAGONAL
0.32
1.00
34.00
10.88
AS
0.32
1.00
-
AS
0.32
1.00
-
AS
0.32
1.00
-
AS
0.32
1.00
-
BALOK 25/50 (B4)
0.13
8.00
0.15
8.00
0.15
6.67
0.15
14.50
TUL. UTAMA BESI DIA. 19 MM
2.25
9.00
116.00
2,583.90
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
116.00
158.22
SENGKANG BESI DIA. 10 MM
0.62
773.33
1.35
712.01
BEKISTING
1.25
1.00
116.00
145.00
AS 4
0.13
1.00
12.00
1.50
AS 4'
0.13
1.00
14.00
1.75
AS 5
0.13
1.00
6.00
0.75
AS 5'
0.13
1.00
14.00
1.75
AS 6
0.13
1.00
12.00
1.50
AS F
0.13
1.00
12.00
1.50
AS F'
0.13
1.00
14.00
1.75
AS G
0.13
1.00
6.00
0.75
AS G'
0.13
1.00
14.00
1.75
AS H
0.13
1.00
12.00
1.50
AS
0.13
1.00
BALOK 25/50 (B5)
0.13
-
13.30
COR BETON
6
0.15
1,009.80
14.50
COR BETON
5
3.13
10.88
13.30
TUL. UTAMA BESI DIA. 19 MM
2.25
8.00
28.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
28.00
554.40 38.19
SENGKANG BESI DIA. 10 MM
0.62
186.67
1.35
171.86
BEKISTING
1.25
1.00
28.00
35.00
AS
0.13
3.80
28.00
13.30
AS
0.13
1.00
-
AS
0.13
1.00
-
AS
0.13
1.00
-
AS
0.13
1.00
-
PLAT BETON TEBAL 15 CM
0.15
73.55
COR BETON
73.55
TUL. UTAMA BESI DIA. 10 MM
0.62
177.78
73.55
8,918.09
BEKISTING
0.15
1.00
73.55
490.36
AS
0.15
7.39
66.40
73.55
AS
0.15
3.10
-
AS
0.15
1.00
-
AS
0.15
1.00
-
AS
0.15
1.00
-
MINARET ELEVASI -17,95 M 1
BALOK 30/60 (B1)
0.18
18.00
COR BETON
5.56
0.15
8.00
0.15
8.00
0.15
2.78
0.15
12.50
0.15
18.00
TUL. UTAMA BESI DIA. 19 MM
2.25
7.50
20.00
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
20.00
371.25 27.28
SENGKANG BESI DIA. 10 MM
0.62
133.33
1.65
150.04
BEKISTING
1.50
1.00
20.00
30.00
0.18
5.00
4.00
3.60
AS
0.18
5.00
4.00
3.60
AS
0.18
5.00
4.00
3.60
AS
0.18
5.00
4.00
3.60
AS
0.18
5.00
4.00
3.60
BALOK 25/50 (B2)
0.13
MINARET A AS MINARET B
2
22.60
COR BETON
22.60
TUL. UTAMA BESI DIA. 19 MM
2.25
7.50
36.00
668.25
TUL. PEMBAGI BESI DIA. 10 MM
0.62
4.00
36.00
98.21
SENGKANG BESI DIA. 10 MM
0.62
240.00
1.35
220.97
BEKISTING
1.25
1.00
36.00
45.00
0.13
5.00
4.00
2.50
AS
0.13
5.10
8.00
5.10
AS
0.13
5.00
8.00
5.00
AS
0.13
5.00
8.00
5.00
AS
0.13
5.00
8.00
5.00
BALOK 25/50 (B13)
0.13
MINARET A AS MINARET B
3
-
COR BETON
4
-
TUL. UTAMA BESI DIA. 19 MM
2.25
8.00
-
-
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
-
-
SENGKANG BESI DIA. 10 MM
0.62
-
1.35
-
BEKISTING
1.25
1.00
-
-
AS
0.13
1.00
-
AS
0.13
1.00
-
AS
0.13
1.00
-
AS
0.13
1.00
-
AS
0.13
1.00
-
BALOK 40/90 (B14)
0.36
-
COR BETON
5
-
TUL. UTAMA BESI DIA. 19 MM
2.25
16.50
-
-
TUL. PEMBAGI BESI DIA. 10 MM
0.62
4.00
-
-
SENGKANG BESI DIA. 10 MM
0.62
-
4.90
-
BEKISTING
2.20
1.00
-
-
AS
0.15
1.00
-
AS
0.15
1.00
-
AS
0.15
1.00
-
AS
0.15
1.00
-
AS
0.15
1.00
-
BALOK 20/40 (B15)
0.08
-
COR BETON
-
TUL. UTAMA BESI DIA. 19 MM
2.25
7.00
-
-
SENGKANG BESI DIA. 10 MM
0.62
-
1.05
-
BEKISTING
1.00
1.00
-
-
AS
0.08
1.00
-
6
AS
0.08
1.00
-
AS
0.08
1.00
-
AS
0.08
1.00
-
AS
0.08
1.00
-
BALOK 25/50 (B16)
0.13
-
COR BETON
7
TUL. UTAMA BESI DIA. 19 MM
2.25
9.00
-
-
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
-
-
SENGKANG BESI DIA. 10 MM
0.62
-
1.35
-
BEKISTING
1.25
1.00
-
-
AS
0.13
1.00
-
AS
0.13
1.00
-
AS
0.13
1.00
-
AS
0.13
1.00
-
AS
0.13
1.00
-
BALOK 25/50 (B17)
0.13
-
COR BETON
8
TUL. UTAMA BESI DIA. 19 MM
2.25
8.00
-
-
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
-
-
SENGKANG BESI DIA. 10 MM
0.62
-
1.35
-
BEKISTING
1.25
1.00
-
-
AS
0.13
1.00
-
AS
0.13
1.00
-
AS
0.13
1.00
-
AS
0.13
1.00
-
AS
0.13
1.00
-
BALOK 30/50 (B18)
0.15
-
TUL. UTAMA BESI DIA. 19 MM
2.25
7.50
-
-
TUL. PEMBAGI BESI DIA. 10 MM
0.62
SENGKANG BESI DIA. 10 MM
0.62
2.00
-
-
-
1.45
BEKISTING
-
1.30
1.00
-
-
AS
0.15
1.00
-
AS
0.15
1.00
-
AS
0.15
1.00
-
AS
0.15
1.00
-
AS
0.15
1.00
-
BALOK 40/80 (B19)
0.36
-
2.25
11.50
-
-
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
-
-
SENGKANG BESI DIA. 10 MM
0.62
-
4.10
-
BEKISTING
2.00
1.00
-
-
AS
0.15
1.00
-
AS
0.15
1.00
-
AS
0.15
1.00
-
AS
0.15
1.00
-
AS
0.15
1.00
-
BALOK 30/60 (B20)
0.18
-
6.67
0.15
2.78
0.15
5.56
0.15
12.50
0.15
-
TUL. UTAMA BESI DIA. 19 MM
2.25
10.50
-
-
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
-
-
SENGKANG BESI DIA. 10 MM
0.62
-
1.65
-
BEKISTING
1.50
1.00
-
-
AS
0.18
1.00
-
AS
0.18
1.00
-
AS
0.18
1.00
-
AS
0.18
1.00
-
AS
0.18
1.00
-
BALOK 20/40 (B21)
0.08
COR BETON
0.15
-
TUL. UTAMA BESI DIA. 19 MM
COR BETON
11
8.00
-
COR BETON
10
0.15
-
COR BETON
9
8.00
-
-
12
TUL. UTAMA BESI DIA. 19 MM
2.25
8.00
-
-
SENGKANG BESI DIA. 10 MM BEKISTING
0.62
-
1.05
-
1.00
1.00
-
-
AS
0.08
1.00
-
AS
0.08
1.00
-
AS
0.08
1.00
-
AS
0.08
1.00
-
AS
0.08
1.00
-
BALOK 30/60 (B22)
0.18
COR BETON
13
TUL. UTAMA BESI DIA. 19 MM
2.25
10.00
-
-
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
-
-
SENGKANG BESI DIA. 10 MM
0.62
-
1.65
-
BEKISTING
1.05
1.00
-
-
AS
0.18
1.00
-
AS
0.18
1.00
-
AS
0.18
1.00
-
AS
0.18
1.00
-
AS
0.18
1.00
-
BALOK 20/35 (B23)
0.07
-
COR BETON
14
TUL. UTAMA BESI DIA. 19 MM
2.25
7.50
-
-
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
-
-
SENGKANG BESI DIA. 10 MM
0.62
-
0.95
-
BEKISTING
0.90
1.00
-
-
AS
0.07
1.00
-
AS
0.07
1.00
-
BALOK 40/80 (B24)
0.32
-
14.29
0.15
3.13
0.15
4.08
0.15
4.08
0.15
-
TUL. UTAMA BESI DIA. 19 MM
2.25
10.50
-
-
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
-
-
SENGKANG BESI DIA. 10 MM
0.62
-
4.10
-
BEKISTING
2.00
1.00
-
-
AS
0.32
1.00
-
AS
0.32
1.00
-
AS
0.32
1.00
-
AS
0.32
1.00
-
AS
0.32
1.00
-
AS
0.32
1.00
-
AS
0.32
1.00
-
BALOK 35/70 (B25)
0.25
-
COR BETON
16
0.15
-
COR BETON
15
5.56 -
-
TUL. UTAMA BESI DIA. 19 MM
2.25
10.50
-
-
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
-
-
SENGKANG BESI DIA. 10 MM
0.62
-
3.60
-
BEKISTING
1.75
1.00
-
-
AS
0.09
1.00
-
AS
0.09
1.00
-
BALOK 35/70 (B26)
0.25
-
COR BETON
-
TUL. UTAMA BESI DIA. 19 MM
2.25
16.00
-
-
TUL. PEMBAGI BESI DIA. 10 MM
0.62
2.00
-
-
SENGKANG BESI DIA. 10 MM
0.62
-
3.60
-
BEKISTING
1.25
1.00
-
-
AS
0.13
1.00
-
AS
0.13
1.00
-
AS F
0.06
1.00
3.00
0.18
AS G
0.06
1.00
3.00
0.18
AS G'
0.06
1.00
1.00
0.06
AS H
0.06
1.00
1.00
0.06
AS 8'
0.06
1.00
3.00
0.18
AS 9'
0.06
1.00
6.00
0.36
Keliling
Jumlah
Berat
Keliling
Volume
Sengkang
besi
Besi
Bekisting
Luas beton
Plesteran
(m)
(bh)
(kg)
(m2)
(m2)
(m2)
g
h = (d x e x g)
tiang pancang tinggi
galian tanah 1,248.00
tinggi
90.62
4.00
304.00
0.80
19.65
4.00
400.00
0.80
27.61
4.00
400.00
0.80
32.99
4.00
144.00
0.80
10.37
tiang pancang tinggi
galian tanah 596.00
tinggi
172.30
4.00
8.00
0.80
1.03
4.00
16.00
0.80
1.03
4.00
48.00
0.80
3.09
4.00
128.00
0.80
8.84
4.00
180.00
0.80
14.85
4.00
144.00
0.80
10.15
4.00
72.00
0.80
5.18
tiang pancang tinggi
galian tanah 888.00
tinggi
66.92
4.00
16.00
0.80
1.03
4.00
120.00
0.80
7.73
4.00
480.00
0.80
33.14
4.00
168.00
0.80
11.84
4.00
32.00
0.80
2.28
4.00
72.00
0.80
5.18
Keliling
Jumlah
Berat
Keliling
Volume
Sengkang
besi
Besi
Bekisting
Luas beton
Plesteran
(m)
(bh)
(kg)
(m2)
(m2)
(m2)
g
h = (d x e x g)
1.95
12.00
157.17
5.71
71.11
1.95
12.00
157.17
5.71 0.30
-
2.35
1.35
2.35
14.00
12.00
14.00
127.28
293.46
131.11
5.00 0.30
-
0.30
-
0.30
-
8.00
5.00
Keliling
Jumlah
Berat
Sengkang
besi
Besi
(m)
(bh)
(kg)
71.11
71.11
136.75
126.98
153.85
Keliling
Volume
Bekisting
Luas beton
Plesteran
(m2)
(m2)
(m2)
g
h = (d x e x g)
153.85
153.85
153.85
Keliling
Jumlah
Berat
Keliling
Volume
Sengkang
besi
Besi
Bekisting
Luas beton
Plesteran
(m)
(bh)
(kg)
(m2)
(m2)
(m2)
g
h = (d x e x g)
1.45
2.25
2.25
2.25
12.00
32.00
12.00
30.00
235.07
254.10
466.40
240.35
10.00 1.60
144.00
2.40
183.60
1.20
248.40
2.40
43.20
2.59
25.92
2.59
194.40
2.59
51.84
2.59
-
6.67
13.33
6.67
80.00
4.11
2.06
2.57
1.85
40.00
14.00
30.00
24.00
241.71
365.19
449.79
277.97
5.00
10.00
8.00
8.00
1.45
1.05
1.85
12.00
12.00
24.00
235.07
442.86
277.97
10.00 2.59
-
2.59
77.76
2.59
103.68
2.59
51.84
2.59
518.40
2.59
194.40
2.59
51.84
2.59
25.92
2.59
77.76
2.59
259.20
15.00
8.00
80.00
4.11
2.06
2.57
1.85
1.45
1.05
1.85
40.00
14.00
30.00
24.00
12.00
12.00
24.00
241.71
365.19
449.79
277.97
235.07
442.86
277.97
5.00
10.00
8.00
8.00
10.00
15.00
8.00
4.11
2.06
2.57
1.85
1.45
1.05
1.85
4.11
2.06
2.57
1.85
36.00
12.00
26.00
18.00
10.00
10.00
24.00
30.00
10.00
24.00
14.00
222.00
325.78
399.35
218.57
204.13
380.99
277.97
192.45
286.37
374.12
178.97
5.00 2.59
51.84
2.59
518.40
2.59
194.40
2.59
51.84
2.59
25.92
2.59
77.76
2.59
259.20
2.59
51.84
2.59
518.40
2.59
194.40
2.59
51.84
10.00
8.00
8.00
10.00
15.00
8.00
5.00
10.00
8.00
8.00
1.45
1.05
1.85
4.11
2.06
1.85
2.45
1.85
2.45
2.45
8.00
8.00
24.00
30.00
10.00
24.00
10.00
24.00
10.00
10.00
173.20
319.11
277.97
192.45
286.37
277.97
181.51
277.97
181.51
181.51
Keliling
Jumlah
Berat
Sengkang
besi
Besi
10.00 2.59
25.92
2.59
77.76
2.59
259.20
2.59
103.68
2.59
132.19
2.59
518.40
2.59
1,036.80
2.59
93.31
2.59
933.12
2.59
186.62
15.00
8.00
5.00
10.00
8.00
11.90
8.00
11.90
11.90
Bekisting
Keliling
Volume
Luas beton
Plesteran
(m)
(bh)
(kg)
(m2)
(m2)
(m2)
g
h = (d x e x g)
80.00
80.00
Keliling
Jumlah
Berat
Keliling
Volume
Sengkang
besi
Besi
Bekisting
Luas beton
Plesteran
(m)
(bh)
(kg)
(m2)
(m2)
(m2)
g
h = (d x e x g)
1.45
10.50
226.29
8.67
1.45
9.50
209.79
8.67
1.45
1.05
8.50
7.00
193.29
293.29
0.45
-
0.45
94.05
8.67
12.50
0.45
-
0.45
229.50
1.45
1.05
2.85
1.45
2.85
1.05
1.45
8.00
6.50
25.00
8.00
16.50
6.50
8.00
185.04
277.82
215.45
222.05
157.01
260.77
222.05
0.45
-
0.45
105.53
8.67 0.45
-
0.45
72.00
12.50 0.45
-
0.45
97.99
6.11 0.45
-
0.45
135.00
10.00 0.45
-
0.45
180.90
6.11 0.45
-
0.45
163.35
12.50 0.45
-
0.45
21.65
0.45
-
10.00
0.45
1.45
1.65
8.00
10.50
185.04
193.63
120.60
8.67 0.45
-
0.45
120.60
8.33
4.10
15.50
182.40
6.25
4.10
21.00
224.94
6.25
1.65
8.50
166.13
8.33
1.65
11.50
207.38
8.33
0.45
-
0.45
158.29
1.35
9.00
238.22
10.00
1.95
14.00
183.18
7.14
1.65
15.50
262.38
8.33
Keliling
Jumlah
Berat
Sengkang
besi
Besi
Bekisting
Keliling
Volume
Luas beton
Plesteran
(m)
(bh)
(kg)
(m2)
1.05
9.00
355.16
12.50
1.45
10.00
218.04
8.67
1.45
9.50
209.79
8.67
1.45
8.50
193.29
8.67
1.35
12.00
297.62
10.00
1.05
7.00
293.29
12.50
(m2)
(m2)
g
h = (d x e x g)
1.05
9.00
355.16
12.50
1.45
8.00
185.04
8.67
1.45
9.00
201.54
8.67
1.05
6.50
277.82
12.50
4.90
25.00
237.55
6.11
1.35
11.50
298.63
10.00
1.35
8.00
218.42
10.00
4.90
16.50
182.90
6.11
1.05
7.00
293.29
12.50
1.35
9.00
238.22
10.00
1.35
8.00
218.42
10.00
1.45
7.50
176.79
8.67
4.10
11.50
134.63
5.56
1.65
10.50
193.63
8.33
1.05
8.00
324.23
12.50
1.65
10.00
186.76
8.33
0.95
7.50
346.37
12.86
4.10
10.50
143.73
6.25
3.60
10.50
178.45
7.14
5,741.000 741.000 7.748
3.60
16.00
234.01
7.14
Keliling
Jumlah
Berat
Keliling
Volume
Sengkang
besi
Besi
Bekisting
Luas beton
Plesteran
(m)
(bh)
(kg)
(m2)
(m2)
(m2)
g
h = (d x e x g)
1.05
9.00
355.16
12.50
1.45
10.00
218.04
8.67
1.45
9.50
209.79
8.67
1.45
8.50
193.29
8.67
1.35
11.00
277.82
10.00
1.05
7.00
293.29
12.50
1.05
9.00
355.16
12.50
1.45
8.50
193.29
8.67
1.45
9.00
201.54
8.67
1.05
6.50
277.82
12.50
4.90
12.00
148.17
6.11
1.35
11.50
298.63
10.00
1.35
8.00
218.42
10.00
4.90
18.00
193.21
6.11
1.05
7.00
293.29
12.50
1.35
9.00
238.22
10.00
1.35
8.00
218.42
10.00
1.45
7.50
176.79
8.67
4.10
12.50
141.51
5.56
1.65
10.50
193.63
8.33
1.05
8.00
324.23
12.50
1.65
10.00
186.76
8.33
0.95
7.50
346.37
12.86
4.10
12.00
155.33
6.25
3.60
10.50
178.45
7.14
Keliling
Jumlah
Berat
Keliling
Volume
Sengkang
besi
Besi
Bekisting
Luas beton
Plesteran
(m)
(bh)
(kg)
(m2)
(m2)
(m2)
g
h = (d x e x g)
1.05
9.00
355.16
12.50
1.45
10.50
226.29
8.67
1.45
9.50
209.79
8.67
1.45
8.00
185.04
8.67
1.35
11.00
277.82
10.00
1.05
7.00
293.29
12.50
1.05
9.00
355.16
12.50
1.45
9.50
209.79
8.67
1.45
9.00
201.54
8.67
1.05
7.00
293.29
12.50
4.90
21.50
213.49
6.11
1.35
11.50
298.63
10.00
1.35
8.00
218.42
10.00
4.90
19.50
203.53
6.11
1.05
7.00
293.29
12.50
1.35
9.00
238.22
10.00
1.35
8.00
218.42
10.00
1.45
7.50
176.79
8.67
4.10
11.50
134.63
5.56
1.65
11.50
207.38
8.33
1.05
8.00
324.23
12.50
1.65
11.50
207.38
8.33
0.95
7.50
346.37
12.86
4.10
12.00
155.33
6.25
3.60
10.50
178.45
7.14
1.25
Keliling
Jumlah
Berat
Sengkang
besi
Besi
Bekisting
-
Keliling
Volume
Luas beton
Plesteran
(m)
3.90
(bh)
11.00
(kg)
144.75
(m2)
(m2)
(m2)
g
h = (d x e x g)
6.25
3,664.00 745.00 4,409.00 520.00 8.48
1.65
8.00
159.26
8.33
121.25 121.00
1.65
12.00
214.26
8.33
1.35
7.50
208.52
10.00
1.05
6.50
177.78
6.67
1.65
7.50
152.38
8.33
1.35
7.50
219.43
10.00
1.05
6.50
177.78
6.67
3.90
10.00
137.02
6.25
1.05
7.00
293.29
12.50
3.90
12.00
152.49
6.25
1.35
9.00
238.22
10.00
1.35
8.00
218.42
10.00
1.05
6.50
177.78
6.67
1.65
7.50
152.38
8.33
1.35
7.50
219.43
10.00
1.35
8.00
218.42
10.00
4.90
16.50
182.90
6.11
1.05
7.00
293.29
12.50
1.35
9.00
238.22
10.00
1.35
8.00
218.42
10.00
1.45
7.50
176.79
8.67
4.10
11.50
134.63
5.56
1.65
10.50
193.63
8.33
1.05
8.00
324.23
12.50
1.65
10.00
186.76
8.33
0.95
7.50
346.37
12.86
4.10
10.50
143.73
6.25
3.60
10.50
178.45
7.14
3.60
16.00
234.01
7.14
1.25
-
1.25
3.75
