RENCANA ANGGARAN DAN BIAYA (RAB) |
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REDESAIN
KANTOR BUPATI KABUPATEN PATI |
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TAHUN
2011 |
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NO |
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JENIS PEKERJAAN |
VOL |
SAT |
HARGA |
SUB.TOTAL |
TOTAL |
1 |
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2 |
3 |
4 |
5 |
6 |
7 |
A |
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1 |
Pagar Proyek |
92 |
m' |
157,556.00 |
14,495,152.00 |
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2 |
Pembersihan Lokasi |
336.00 |
m2 |
5,500.00 |
1,848,000.00 |
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3 |
Pengukuran dan Bouwplank |
84.00 |
m' |
43,204.00 |
3,629,136.00 |
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4 |
Biaya air kerja |
1.00 |
ls |
1,000,000.00 |
1,000,000.00 |
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5 |
Direksi keet |
1.00 |
ls |
3,000,000.00 |
3,000,000.00 |
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6 |
Pekerjaan Papan nama Perusahaan |
1.00 |
ls |
100,000.00 |
100,000.00 |
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TOTAL |
24,072,288.00 |
B |
PEKERJAAN TANAH |
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1 |
Galian Tanah |
265.58 |
m3 |
25,850.00 |
6,865,191.30 |
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2 |
Urugan Tanah Kembali |
138.89 |
m3 |
8,616.67 |
1,196,751.60 |
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3 |
Urugan pasir bawah footplat |
2.24 |
m3 |
104,060.00 |
233,094.40 |
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4 |
Urugan pasir bawah pondasi batu kali |
6.01 |
m3 |
104,060.00 |
625,400.60 |
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5 |
Urugan pasir bawah lantai |
217.88 |
m3 |
104,060.00 |
22,672,592.80 |
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6 |
Urugan Tanah bawah lantai |
110.23 |
m3 |
40,400.00 |
4,453,292.00 |
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TOTAL |
36,046,322.70 |
C |
PEK. PONDASI & BETON |
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1 |
Pondasi lajur |
69.96 |
m3 |
475,510.00 |
33,266,679.60 |
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2 |
Pondasi Batu kosong |
25.44 |
m3 |
252,639.00 |
6,427,136.16 |
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3 |
Foot plat |
20.8 |
m3 |
2,578,962.00 |
53,642,409.60 |
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4 |
Lantai Kerja Foot Plat |
2.24 |
m2 |
506,544.00 |
1,134,658.56 |
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5 |
Sloof |
20/30 |
11,952 |
m3 |
2,781,176.00 |
33,240,615.55 |
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6 |
Sloof |
15/30 |
7,968 |
m3 |
2,204,842.28 |
17,568,183.29 |
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7 |
Kolom praktis 15/15 |
206 |
m' |
50,308.00 |
10,363,448.00 |
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8 |
Kolom struktur 30/30 |
26.31 |
m3 |
3,735,232.00 |
98,273,953.92 |
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9 |
Balok 25/35 |
15,855 |
m3 |
4,283,052.00 |
67,907,789.46 |
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10 |
Balok 20/30 |
1,872 |
m3 |
2,204,842.28 |
4,127,464.75 |
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11 |
Balok 15/30 |
1,269 |
m3 |
2,204,842.28 |
2,797,944.85 |
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12 |
Cor tangga |
1.78 |
m3 |
4,170,853.00 |
7,424,118.34 |
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13 |
Plat Lantai Tebal 12 cm |
30,288 |
m3 |
4,122,521.25 |
124,862,923.64 |
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14 |
Plat dag teras 10 cm |
2,485 |
m3 |
4,122,521.25 |
10,244,465.31 |
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15 |
Plat dag atap 12 cm |
11.76 |
m3 |
4,122,521.25 |
48,480,849.91 |
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16 |
Talang beton |
14.44 |
m3 |
2,204,842.28 |
31,837,922.53 |
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17 |
Konsol beton |
3.12 |
m3 |
2,204,842.28 |
6,879,107.92 |
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18 |
Plat luifel |
3.48 |
m3 |
3,100,014.78 |
10,788,051.44 |
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TOTAL |
569,267,722.84 |
D |
PEK.PAS.
DINDING DAN PLESTERAN |
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1 |
Pas. Batu Bata 1pc:5ps l.t 1 |
483,612 |
m2 |
59,436.00 |
28,743,962.83 |
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2 |
Pas. Batu Bata 1pc:5ps l.t 2 |
574,344 |
m2 |
59,436.00 |
34,136,709.98 |
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3 |
Plesteran 1pc:5ps tebal 15 mm |
2115.91 |
m2 |
23,180.00 |
49,046,840.16 |
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4 |
acian |
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2115.91 |
m2 |
13,085.00 |
27,686,708.52 |
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5 |
Batu alam |
37.82 |
m2 |
158,445.00 |
5,992,389.90 |
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TOTAL |
145,606,611.40 |
E |
PEKERJAAN KUSEN |
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1 |
Rangka Aluminium PJ 01 |
22 |
m' |
150,000.00 |
3,300,000.00 |
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2 |
Rangka Aluminium P 1 |
28.2 |
m' |
150,000.00 |
4,230,000.00 |
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3 |
Rangka Aluminium P 2 |
64.8 |
m' |
150,000.00 |
9,720,000.00 |
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4 |
Rangka Aluminium P 3 |
40.8 |
m' |
150,000.00 |
6,120,000.00 |
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5 |
Rangka Aluminium J 1 |
201.3 |
m' |
150,000.00 |
30,195,000.00 |
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6 |
Rangka Aluminium J 2 |
26.4 |
m' |
150,000.00 |
3,960,000.00 |
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7 |
Rangka Aluminium BV 1 |
14.4 |
m' |
150,000.00 |
2,160,000.00 |
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8 |
Daun pintu KM/WC |
11.76 |
m2 |
589,906.00 |
6,937,294.56 |
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9 |
raam pintu |
32.88 |
m2 |
1,717,265.00 |
56,463,673.20 |
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10 |
ram jendela aluminium |
154 |
m' |
125,000.00 |
19,250,000.00 |
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11 |
Kaca tempered T=12 mm |
14.28 |
m2 |
445,000.00 |
6,354,600.00 |
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12 |
Kaca panasap T= 10mm |
15.1 |
m2 |
185,000.00 |
2,793,500.00 |
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13 |
Kaca polos T= 8mm |
19.36 |
m2 |
144,237.00 |
2,792,428.32 |
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14 |
Kaca polos 5mm |
12.87 |
m2 |
89,051.00 |
1,146,086.37 |
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15 |
Kaca Es Kabur 5mm |
0.96 |
m2 |
75,000.00 |
72,000.00 |
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16 |
Roster 20x20 cm |
159.00 |
bh |
6,050.00 |
961,950.00 |
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17 |
Railling tangga |
7.10 |
m' |
500,000.00 |
3,550,000.00 |
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TOTAL |
160,006,532.45 |
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M.
KHOIRUL ANAM, Tugas Akhir 28, PSD III Des. Ars UNDIP |
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F |
PEKERJAAN PLAFOND |
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1 |
Rangka plafond + Plafon gypsum |
441.58 |
m2 |
Rp |
Rp |
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2 |
Rangka plafond + Plafon Kalsiboard |
28.24 |
m2 |
Rp |
Rp |
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3 |
List profil gypsum |
469.48 |
m' |
Rp |
Rp |
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Rp |
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G |
PEKERJAAN ATAP |
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1 |
Baja profil siku |
4489.04 |
kg |
Rp |
Rp |
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2 |
Gording 150.50.20.3.2 |
2352.77 |
kg |
Rp |
Rp |
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3 |
Kayu 5/7 Kamper |
1.27 |
m3 |
Rp |
Rp |
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4 |
usuk dan reng Kamper |
372.8 |
m2 |
Rp |
Rp |
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5 |
Atap genteng kodok glazur |
372.8 |
m2 |
Rp |
Rp |
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6 |
Bubungan Genteng Kodok glazur |
53.6 |
m2 |
Rp |
Rp |
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7 |
Saringan talang |
16 |
bh |
Rp |
Rp |
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Rp |
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H |
PEKERJAAN KERAMIK |
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1 |
Keramik 40X40 (pasang diagonal) |
9.73 |
m2 |
Rp |
Rp |
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2 |
Keramik 40X40 |
397.36 |
m2 |
Rp |
Rp |
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3 |
Keramik 40X40 motif |
88.08 |
m2 |
Rp |
Rp |
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4 |
Keramik Lt.KM/Wc 20x20 |
26.24 |
m2 |
Rp |
Rp |
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5 |
Dinding Keramik lavatory 20x25 |
92.82 |
m2 |
Rp |
Rp |
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6 |
Border keramik 10x20 KM/Wc |
61.88 |
m' |
Rp |
Rp |
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7 |
Keramik tangga 30X30 |
8.73 |
m2 |
Rp |
Rp |
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Rp |
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I |
PEKERJAAN PENGGANTUNG |
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1 |
Pintu Kunci Utama |
4.00 |
bh |
Rp |
Rp |
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2 |
Kunci tanam KM/WC |
8.00 |
bh |
Rp |
Rp |
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3 |
kunci tanam Union 2xslag |
12.00 |
bh |
Rp |
Rp |
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4 |
Engsel Pintu |
56.00 |
bh |
Rp |
Rp |
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5 |
Engsel Jendela |
88.00 |
bh |
Rp |
Rp |
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6 |
Kait angin |
44.00 |
bh |
Rp |
Rp |
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7 |
grendel |
44.00 |
bh |
Rp |
Rp |
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TOTAL |
Rp |
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J |
PEKERJAAN FINISHING |
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1 |
Cat Tembok |
2115.91 |
m2 |
Rp |
Rp |
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2 |
Cat Plafond |
469.82 |
m2 |
Rp |
Rp |
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3 |
Cat Kayu |
42.24 |
m2 |
Rp |
Rp |
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Rp |
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K |
PEKERJAAN SANITASI |
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1 |
Kran |
8.00 |
bh |
Rp |
Rp |
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2 |
closet jongkok |
8.00 |
bh |
Rp |
Rp |
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3 |
wastafel |
4.00 |
bh |
Rp |
Rp |
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4 |
ground reservoir |
1.00 |
ls |
Rp |
Rp |
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5 |
floor draine |
8.00 |
bh |
Rp |
Rp |
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6 |
Pekerjaan saptictank |
2.00 |
ls |
Rp |
Rp |
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7 |
Pekerjaan Peresapan |
2.00 |
ls |
Rp |
Rp |
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8 |
Bak kontrol |
14.00 |
bh |
Rp |
Rp |
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9 |
Pipa pvc diameter 1 " |
97.22 |
m' |
Rp |
Rp |
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10 |
Pipa pvc diameter 3 " |
218.7 |
m' |
Rp |
Rp |
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11 |
Pipa pvc diameter 4 " |
58.12 |
m' |
Rp |
Rp |
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12 |
saluran got U- 20 cm + ditutup
beton |
73.1 |
m' |
Rp |
Rp |
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13 |
Pompa air |
1.00 |
bh |
Rp |
Rp |
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14 |
rooftank (pinguin kapasitas 1M3) |
1.00 |
bh |
Rp |
Rp |
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Rp |
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L |
PEK.INSTALANSI LISTRIK |
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1 |
Saklar ganda |
16.00 |
bh |
Rp |
Rp |
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2 |
Saklar tunggal |
16.00 |
bh |
Rp |
Rp |
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3 |
Stop kontak |
13.00 |
bh |
Rp |
Rp |
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4 |
Lampu down light philips 25 watt |
28.00 |
bh |
Rp |
Rp |
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5 |
Lampu TL philips 40 watt |
26.00 |
bh |
Rp |
Rp |
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6 |
Lampu SL philips 18 watt |
12.00 |
bh |
Rp |
Rp |
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7 |
SDP lampu |
2.00 |
bh |
Rp |
Rp |
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8 |
SDP AC |
2.00 |
bh |
Rp |
Rp |
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9 |
FUSE BOX |
1.00 |
bh |
Rp |
Rp |
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10 |
Kwh Meter |
1.00 |
bh |
Rp |
Rp |
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11 |
Kabel NYM 2x2 1/2 + pipa pvc |
79.00 |
ttk |
Rp |
Rp |
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12 |
Ac Split 2 PK |
12.00 |
Unit |
Rp |
Rp |
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13 |
Penangkal petir |
2.00 |
Unit |
Rp |
Rp |
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Rp |
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M.
KHOIRUL ANAM, Tugas Akhir 28, PSD III Des. Ars UNDIP |
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M |
PEKERJAAN LAIN-LAIN |
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1 |
Dokumentasi + Laporan |
1.00 |
ls |
1,000,000.00 |
1,000,000.00 |
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2 |
Pembersihan akhir |
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1.00 |
ls |
1,000,000.00 |
1,000,000.00 |
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TOTAL |
2,000,000.00 |
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Harga Fisik Bangunan |
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Jasa PPN 10% |
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168,776,448.27 |
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LUAS BANGUNAN |
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per m2
bangunan |
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Lantai 01 |
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275 |
m2 |
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Lantai 02 |
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263 |
m2 |
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TOTAL |
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538 |
m2 |
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pekerjaan arsitektural |
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Rp |
714,463,724.13 |
x 100% |
= |
42.33% |
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Rp |
1,687,764,482.75 |
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pekerjaan struktural |
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Rp |
817,459,570.89 |
x 100% |
= |
48.43% |
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Rp |
1,687,764,482.75 |
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pekerjaan mechanical
electrikal |
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Rp |
155,841,187.72 |
x 100% |
= |
9.23% |
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Rp |
1,687,764,482.75 |
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TOTAL |
100.00% |
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