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DAFTAR HARGA BAHAN DAN UPAH - KAB. TEGAL No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35
JENIS BAHAN Batu bata merah Batu belah 40% Besi beton Buis Beton Ø 20 cm semen warna Cat Meni Cat Tembok ex Metrolit Bambu Eternit (jabesmen/harflex) Batu blonos Genteng pres JTW (isi 25/m2) Grendel Pintu Kuningan Kawat beton Kayu kruing Kayu Bengkirai Kayu jati Kayu Kempas 6x12x400 8x12x400 Minyak bekisting ( olie bekas) Paku Pasir Beton/plesteran/ayak/tabur Pasir pasang Pasir urug Papan cor PC Putih (40 kg) Papan kayu bengkirai 2/20/400 Papan kayu Jati Papan kayu bangkir Plamur Tembok Plamur Kayu PC 50 kg Sirtu Keramik Putih polos 30 x 30 split 1-2 cm pecah tangan Kayu meranti batu Papan kempas (3 x 20 x 400)
SATUAN buah m3 kg bh M2 kg kg btg m2 m3 m2 bh kg m3 m3 m3 bh Liter kg m3 m3 m3 m3 zak m3 m3 m3 kg kg zak m3 m2 m3 ikat m3
HARGA Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
700.00 112,500.00 9,100.00 20,350.00 81,000.00 19,000.00 19,400.00 11,000.00 12,000.00 100,500.00 36,000.00 13,000.00 17,150.00 6,750,000.00 12,020,000.00 11,550,000.00 5,950,000.00 3,000.00 13,500.00 135,000.00 119,500.00 112,500.00 2,173,140.00 80,800.00 13,550,000.00 14,500,000.00 15,200,000.00 15,950.00 24,200.00 63,500.00 72,500.00 48,500.00 170,500.00 3,225,000.00 6,220,000.00
36
Plywood 9 mm
37
57
Kunci pintu 2 x putar Engsel H. 14 Engsel H. 10 Grendel pintu Kait angin jendela Hendel penarik jendela Grendel jendela Kaca bening 5 mm Tanah Urug Dolken dia 8 -10 Cat Kayu " bee brand " Besi Strip Besi hollow 4x4x4 meni besi Cat Besi Plat besi 3 mm Amplas besi Minyak Cat thinner Bubungan genteng JTW Lem fox List kayu uk. 1x1 cm Reng kayu meranti 2/3 kuas 3"
1 2 3 4 5 6 7 8
Pekerja Mandor Tukang batu Kepala tukang batu Tukang besi Kepala tukang besi Tukang kayu Kepala tukang kayu
38 39 40 41 42 43 44 45 46 47 48 49 50 50 51 52 53 54 54 55 56
lb
Rp
120,000.00
bh set set bh bh bh bh m2 m3 btg kg kg kg kg kg kg bh ltr bh kg m' m3 bh /hari /hari /hari /hari /hari /hari /hari /hari
Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp
65,000.00 12,500.00 8,000.00 7,900.00 3,000.00 9,100.00 9,000.00 83,000.00 57,500.00 22,140.00 51,690.00 7,000.00 11,400.00 21,500.00 57,900.00 10,900.00 3,500.00 14,100.00 4,730.00 18,030.00 9,100.00 4,066,510.00 8,400.00 50,000.00 60,000.00 70,000.00 75,000.00 70,000.00 75,000.00 70,000.00 75,000.00
DAFTAR ANALISA PEKERJAAN RUANG KELAS BARU SMAN 1 PAGERBARANG TAHUN 2013 NO
URAIAN
KOEF
SAT
HARGA SAT
JUMLAH
1
2
3
4
5
6=(3x5)
A004
1 M3 GALIAN TANAH BIASA SEDALAM 1 M
SNI
Pembantu Tukang
0.4000
org
50,000.00
20,000.00
Mandor
0.0400
org
60,000.00
2,400.00
Jumlah A014
22,400.00
1 M3 URUGAN KEMBALI
SNI 0.1920
org
50,000.00
9,600.00
Tukang Gali
-
org
50,000.00
0.00
Kepala Tukang
-
org
75,000.00
0.00
0.0190
org
60,000.00
1,140.00
Pembantu Tukang
Mandor Jumlah A020
10,740.00
1 M3 URUGAN TANAH PILIHAN
SNI
Bahan Tanah Pilihan
1.2000
m3
Tenaga
69,000.00 69,000.00 12,500.00
Pembantu Tukang / Pekerja
0.2500
org
50,000.00
Mandor
0.0250
org
60,000.00
1,500.00
Jumlah (2)
14,000.00
Jumlah (1) + (2)
83,000.00
Jumlah A024
57,500.00 Jumlah (1)
1 M MEMBUAT BETON TUMBUK 1PC : 3 PS : 5 KR
SNI
3
Bahan PC (50 Kg)
4.3600
zak
63,500.00
Pasir Ayak
0.5200
m3
135,000.00
70,200.00
Koral Beton / Batu pecah tangan 1/2
0.8700
m3
170,500.00
148,335.00
Jumlah (1)
495,395.00
Pekerja
1.6500
org
50,000.00
82,500.00
Tukang Batu
0.2500
org
70,000.00
17,500.00
Kepala Tukang Batu
0.0250
org
75,000.00
1,875.00
Mandor
0.0800
org
60,000.00
Tenaga
Jumlah A026 A
276,860.00
4,800.00
Jumlah (2)
106,675.00
Jumlah (1)+(2)
602,070.00
1 M3 MEMBUAT BETON BERTULANG 1PC : 2 PS : 3 SPLIT
SNI
Bahan Kayu Terentang, papan cetak
0.2000
m3
2,173,140.00
434,628.00
Paku Biasa 2" - 5"
1.5000
Kg
13,500.00
20,250.00
Minyak Begisting
0.4000
Lt
3,000.00
1,200.00
Besi Beton Polos
150.0000
Kg
9,100.00
1,365,000.00
Kawat Beton
2.2500
Kg
17,150.00
38,587.50
Semen PC (50 kg)
6.4600
zak
63,500.00
410,210.00
Pasir ayak
0.5200
m3
135,000.00
70,200.00
Koral Beton, Batu Split 1/2 (pecah mesin)
0.7800
m3
170,500.00
132,990.00
Pekerja
3.9000
org
50,000.00
195,000.00
Tukang batu
0.3500
org
70,000.00
24,500.00
Tukang Kayu
1.0400
org
70,000.00
72,800.00
Tukang Besi
1.0500
org
70,000.00
73,500.00
Kepala Tukang
0.2450
org
75,000.00
18,375.00
Mandor
0.1650
org
60,000.00
Tenaga
Jumlah (1)
Jumlah (2) Jumlah (1)+(2)
2,473,065.50
9,900.00 394,075.00 2,867,140.50
A026 C
1 M3 MEMBUAT KOLOM BETON BERTULANG 1PC : 2 PS : 3 SPLIT (300 kg+bekisting)
SNI
Bahan Kayu Terentang, papan cetak Paku Biasa 2" - 5" Minyak Begisting Besi Beton Polos Kawat Beton Semen PC (50 kg) Pasir beton Koral Beton, Batu Split 1/2 (pecah mesin) Kayu kempas Plywood 4'x8'x9mm Dolken Æ 8 cm/4m
0.400 4.000 2.000 300.000 4.500 6.460 0.520 0.780 0.150 3.500 20.000
m3
2,173,140.00
869,256.00
Kg
13,500.00
54,000.00
Lt
3,000.00
6,000.00
Kg
9,100.00
2,730,000.00
Kg
17,150.00
77,175.00
zak
63,500.00
410,210.00
m3
135,000.00
70,200.00
m3
170,500.00
132,990.00
m3 Lbr Btg
6,220,000.00
933,000.00
120,000.00
420,000.00
Tenaga Pekerja Tukang batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
22,140.00
442,800.00
Jumlah (1)
7.300 0.350 3.300 2.100 0.570 0.250
6,145,631.00
org
50,000.00
org
70,000.00
365,000.00 24,500.00
org
70,000.00
231,000.00
org
70,000.00
147,000.00
org
75,000.00
42,750.00
org
60,000.00
15,000.00
Jumlah (2)
825,250.00
Jumlah (1)+(2)
6,970,881.00 6,970,881.00
A050
1 M3 PAS.PONDASI BATU KALI 1:4
SNI
Batu belah 40%
1.1000
m3
112,500.00
123,750.00
PC (50 kg)
3.2600
zak
63,500.00
207,010.00
Pasir pasang
0.5200
m3
119,500.00
Tenaga
62,140.00
Jumlah (1)
392,900.00
Pekerja
1.5000
org
50,000.00
75,000.00
Tukang batu
0.6000
org
70,000.00
42,000.00
Kepala Tukang batu
0.0600
org
75,000.00
4,500.00
Mandor
0.0750
org
60,000.00
4,500.00
Jumlah (2)
126,000.00
Jumlah (1)+(2) A068
518,900.00
1 M2 PAS. BATA MERAH TEBAL 1/2 BATA 1 PC : 4 PS
SNI 70.0000
bh
700.00
49,000.00
PC (50 kg)
0.2300
zak
63,500.00
14,605.00
Pasir Ayak
0.0430
m3
135,000.00
Bata merah 5 X 11 X 22
Tenaga
5,805.00
Jumlah (1)
69,410.00
Pekerja
0.3200
org
50,000.00
16,000.00
Tukang batu
0.2000
org
70,000.00
14,000.00
Kepala Tukang batu
0.0100
org
75,000.00
750.00
Mandor
0.0150
org
60,000.00
900.00
Jumlah (2)
31,650.00
Jumlah (1)+(2) A071
101,060.00
1 M2 PLESTERAN 1 PC : 3 PS, TEBAL 15 MM
SNI
PC (50 kg)
0.1296
zak
63,500.00
Pasir Ayak
0.0190
m3
135,000.00
Tenaga
8,229.60 2,565.00
Jumlah (1)
10,794.60
Pekerja
0.2000
org
50,000.00
10,000.00
Tukang batu
0.1500
org
70,000.00
10,500.00
Kepala Tukang batu
0.0150
org
75,000.00
1,125.00
Mandor
0.0100
org
60,000.00 Jumlah (2)
Jumlah (1)+(2)
600.00 22,225.00 33,019.60
A073
1 M2 PLESTERAN 1 PC : 4 PS, TEBAL 15 MM
SNI
PC (50 Kg)
0.1040
Zak
63,500.00
6,604.00
Pasir Ayak
0.0200
M3
135,000.00
2,700.00
Tenaga
Jumlah (1)
9,304.00
Pekerja
0.2000
org
50,000.00
10,000.00
Tukang batu
0.1500
org
70,000.00
10,500.00
Kepala Tukang batu
0.0150
org
75,000.00
1,125.00
Mandor
0.0100
org
60,000.00
600.00
Jumlah (2)
22,225.00
Jumlah (1)+(2) A077
31,529.00
1 M2 PENGECATAN TEMBOK BARU ( 1 LAP PLAMIR, 1 LAP CAT DSR, 2 LAP CAT PENUTUP )
SNI
Plamur Tembok
0.1000
kg
15,950.00
1,595.00
Cat Dasar
0.1000
kg
19,400.00
1,940.00
Cat Penutup 2 kali
0.2600
kg
19,400.00
5,044.00
Jumlah (1)
8,579.00
Tenaga Pekerja
0.0200
org
50,000.00
1,000.00
Tukang cat
0.0630
org
70,000.00
4,410.00
Kepala Tukang cat
0.0063
org
75,000.00
472.50
Mandor
0.0025
org
60,000.00
150.00
Jumlah (2)
6,032.50
Jumlah (1)+(2) A078
14,611.50
1 M2 PENGECATAN BDG KAYU BARU ( 1 LAP PLAMIR, 1 LAP CAT DSR, 2 LAP CAT PNTP
SNI
Bahan Cat Meni
0.2000
kg
19,000.00
3,800.00
Plamir kayu
0.1500
kg
24,200.00
3,630.00
Cat Dasar
0.1700
kg
51,690.00
8,787.30
Cat Penutup, 2x
0.2600
kg
51,690.00
13,439.40
Jumlah (1)
29,656.70
Pekerja
0.0700
org
50,000.00
3,500.00
Tukang cat
0.0090
org
70,000.00
630.00
Kepala Tukang cat
0.0060
org
75,000.00
450.00
Mandor
0.0025
org
60,000.00
Tenaga
150.00
Jumlah (2)
4,730.00
Jumlah (1)+(2) A085 C
34,386.70
1 M2 LANGIT - LANGIT ETERNIT 4 MM, RANGKA KAYU KEMPAS Kayu Kempas 4/6, 5/10
0.0120
m3
5,950,000.00
Paku
0.0600
Kg
13,500.00
810.00
Lembar Eternit 1 x 1 m
1.1000
Lbr
12,000.00
13,200.00
Jumlah (1)
85,410.00
Pekerja
0.1800
org
50,000.00
9,000.00
Tukang kayu
0.3200
org
70,000.00
22,400.00
Kepala Tukang kayu
0.0320
org
75,000.00
2,400.00
Mandor
0.0090
org
60,000.00
Tenaga
71,400.00
540.00
Jumlah (2)
34,340.00
Jumlah (1)+(2) A090
119,750.00
1 M' PEKERJAAN LISPLANK KAYU Bengkirai 2.5/20
HSPK
Kayu ( Papan Bengkirai )
0.0070
m3
15,200,000.00
Paku
0.0100
kg
13,500.00
Tenaga
106,400.00 135.00
Jumlah (1)
106,535.00
Pekerja
0.0700
org
50,000.00
3,500.00
Tukang kayu
0.2000
org
70,000.00
14,000.00
Kepala Tukang kayu
0.0200
org
75,000.00
1,500.00
Mandor
0.0040
org
60,000.00
240.00
Jumlah (2)
19,240.00
Jumlah (1)+(2) A091
125,775.00
1 M3 PASANG KUSEN PINTU DAN JENDELA, Kayu Jati Kayu Jati
SNI 1.1000
m3
Tenaga Pekerja
11,550,000.00 Jumlah (1)
12,705,000.00 12,705,000.00
6.0000
org
50,000.00
300,000.00
20.0000
org
70,000.00
1,400,000.00
Kepala Tukang kayu
2.0000
org
75,000.00
150,000.00
Mandor
0.3000
org
60,000.00
Tukang kayu
Jumlah (2)
18,000.00 1,868,000.00
Jumlah (1)+(2)
14,573,000.00
A092
1 M2 PASANG PINTU DAN JENDELA KACA KAYU JATI Papan Kayu jati
SNI 0.0400
m3
Tenaga
14,500,000.00
580,000.00
Jumlah (1)
580,000.00
Pekerja
1.0000
org
50,000.00
50,000.00
Tukang kayu
2.5000
org
70,000.00
175,000.00
Kepala Tukang kayu
0.2500
org
75,000.00
18,750.00
Mandor
0.0250
org
60,000.00
1,500.00
Jumlah (2)
245,250.00
Jumlah (1)+(2) A101
825,250.00
1 M3 KUDA-KUDA OVERSTEK/ KONSUL KAYU (EXPOSE), Kayu Kruing
HSPK
Kayu kruing
1.2000
m3
6,750,000.00
Paku
5.8000
kg
13,500.00
Tenaga Pekerja
8,100,000.00 78,300.00
Jumlah (1)
8,178,300.00
3.0000
org
50,000.00
150,000.00
15.0000
org
70,000.00
1,050,000.00
Kepala Tukang kayu
1.8000
org
75,000.00
135,000.00
Mandor
0.5000
org
60,000.00
Tukang kayu
30,000.00
Jumlah (2)
1,365,000.00
Jumlah (1)+(2) A102
9,543,300.00
1 M3 PASANG KONSTRUKSI KUDA - KUDA Kayu kruing Kayu Kruing Besi Strip Paku Biasa 1/2" x 1"
SNI 1.1000
m3
6,750,000.00
7,425,000.00
15.0000
Kg
7,000.00
105,000.00
0.8000
kg
13,500.00
Tenaga Pekerja
10,800.00
Jumlah (1)
7,540,800.00
4.0000
org
50,000.00
200,000.00
12.0000
org
70,000.00
840,000.00
Kepala Tukang kayu
1.2000
org
75,000.00
90,000.00
Mandor
0.2000
org
60,000.00
Tukang kayu
12,000.00
Jumlah (2)
1,142,000.00
Jumlah (1)+(2) A104
8,682,800.00
1 M2 PASANG KASO 5/7 + RENG 3/4, KAYU MERANTI BATU
SNI
Bahan Kayu Meranti Batu, kaso / reng
0.0140
m3
3,225,000.00
Paku Biasa 2" - 5"
0.1500
kg
13,500.00
2,025.00
Jumlah (1)
47,175.00
Tenaga
45,150.00
Pekerja
0.1000
org
50,000.00
5,000.00
Tukang kayu
0.1000
org
70,000.00
7,000.00
Kepala Tukang kayu
0.0100
org
75,000.00
750.00
Mandor
0.0050
org
60,000.00
300.00
Jumlah (2)
13,050.00
Jumlah (1)+(2)
60,225.00
Jumlah Dibulatkan A104 A
60,225.00
1 M2 PASANG ATAP GENTENG Genteng JTW isi 25/m2
SNI 1.0000
m2
Tenaga
36,000.00
36,000.00
Jumlah (1)
36,000.00
Pekerja
0.1500
org
50,000.00
7,500.00
Tukang batu
0.0750
org
70,000.00
5,250.00
Kepala Tukang batu
0.0080
org
75,000.00
600.00
Mandor
0.0080
org
60,000.00
480.00
Jumlah (2)
13,830.00
Jumlah (1)+(2) A108
49,830.00
1 M' PEK. BUBUNGAN ATAP GENTENG
HSPK
Genteng bubungan "JTW"
4.0000
Bh
4,730.00
PC (50 Kg)
0.1304
Zak
63,500.00
8,280.40
Pasir pasang
0.2100
M3
119,500.00
25,095.00
Pekerja
0.1500
org
50,000.00
7,500.00
Tukang batu
0.2000
org
70,000.00
14,000.00
Kepala Tukang batu
0.0100
org
75,000.00
750.00
Mandor
0.0050
org
60,000.00
300.00
Peralatan
0.1090
lot
25,000.00
2,725.00
Jumlah (2)
25,275.00
Tenaga
Jumlah (1)+(2)
Jumlah (1)
18,920.00
52,295.40
77,570.40
A045
A026 I
A026 G
A 152
1 M3 PAS. PONDASI BATU KOSONG SNI 03-2836-2002 Bahan Batu Blonos 1.200 Pasir urug 0.300 Tenaga Pekerja 0.780 Tukang batu 0.390 Kepala Tukang batu 0.039 Mandor 0.039
SNI m3 m3 org org org org
100,500.00 112,500.00 Jumlah (1) 50,000.00 70,000.00 75,000.00 60,000.00 Jumlah (2)
Jumlah (1)+(2) Jumlah Dibulatkan 1 M' MEMBUAT SLOOF BETON BERTULANG 1 : 2 : 3 PRAKTIS (15 X 20) Bahan Kayu Terentang, papan cetak pinus 0.004 m3 2,173,140.00 Paku Biasa 2" - 5" 0.026 Kg 13,500.00 Besi Beton Polos f 10 & 8 4.320 kg 9,100.00 Kawat Beton 0.062 Kg 17,150.00 Semen PC (50 kg) 0.194 zak 63,500.00 Pasir Ayak 0.016 m3 135,000.00 Koral Beton, Batu Split 1/2 (pecah tangan) 0.023 m3 170,500.00 Tenaga Jumlah (1) Pekerja 0.131 org 50,000.00 Tukang batu 0.008 org 70,000.00 Tukang Kayu 0.046 org 70,000.00 Tukang Besi 0.029 org 70,000.00 Kepala Tukang Besi 0.008 org 75,000.00 Mandor 0.004 org 60,000.00 Jumlah (2) Jumlah (1)+(2) Jumlah Dibulatkan 1 M' MEMBUAT KOLOM PENGUAT BETON BERTULANG 1 : 2 : 3 PRAKTIS (11 X 11) SNI Bahan Kayu Terentang, papan cetak pinus 0.002 2,173,140.00 m3 Paku Biasa 2" - 5" 0.010 Kg 13,500.00 Besi Beton Polos f 10 & 6 3.000 kg 9,100.00 Kawat Beton 0.450 Kg 17,150.00 Semen PC (50 kg) 0.080 zak 63,500.00 3 Pasir beton 0.006 m 135,000.00 Koral Beton, Batu Split 1/2 (pecah tangan) 0.009 m3 170,500.00 Tenaga Jumlah (1) Pekerja 0.060 org 50,000.00 Tukang batu 0.020 org 70,000.00 Tukang Kayu 0.020 org 70,000.00 Tukang Besi 0.020 org 70,000.00 Kepala Tukang Besi 0.006 org 75,000.00 Mandor 0.003 org 60,000.00 Jumlah (2) Jumlah (1)+(2) Jumlah Dibulatkan 1 BUAH PASANG KACA, TEBAL 5 MM
120,600.00 33,750.00 154,350.00 39,000.00 27,300.00 2,925.00 2,340.00 71,565.00 236,051.70 236,051.00
8,692.56 351.00 39,312.00 1,063.30 12,319.00 2,160.00 3,921.50 67,819.36 6,550.00 525.00 3,220.00 2,030.00 622.50 240.00 13,187.50 81,006.86 79,073.00
4,346.28 135.00 27,300.00 7,717.50 5,080.00 810.00 1,534.50 52,310.40 3,000.00 1,400.00 1,400.00 1,400.00 450.00 180.00 7,830.00 58,707.50 58,707.00
SNI
Bahan Kaca 5 mm
1.1000
m2
62,500.00
List Kayu profil
4.0000
m2
10,000.00
40,000.00
Jumlah (1)
108,750.00
Tenaga
68,750.00
Pekerja
0.0150
org
50,000.00
750.00
Tukang Kayu
0.1500
org
70,000.00
10,500.00
Kepala Tukang Kayu
0.0150
org
75,000.00
1,125.00
Mandor
0.0008
org
60,000.00 Jumlah (2)
Jumlah (1)+(2)
45.00 12,420.00 121,170.00
A057
A100
A085
A085 D
A088
1 M2 LANTAI KERAMIK 30/30, PUTIH POLOS Bahan Keramik 30/30, putih polos PC (50 kg) Pasir Ayak PC Warna Tenaga Pekerja Tukang batu Kepala Tukang batu Mandor Jumlah (1)+(2) Jumlah Dibulatkan 1 M2 DAUN PINTU/ JENDELA JALUSI, Rk. Jati Bahan Rangka kayu ( Jati ) Lem putih (Fox) Jalusi kayu (1 M2 = 15 M'), papan jati List kayu uk. 1 x 1 Cm, papan jati Tenaga Pekerja Tukang kayu Kepala Tukang kayu Mandor
SNI 1.000 0.228 0.042 0.038
m2 zak m3 zak
0.620 0.350 0.035 0.030
org org org org
48,500.00 63,500.00 135,000.00 80,800.00 Jumlah (1) 50,000.00 70,000.00 75,000.00 60,000.00 Jumlah (2)
48,500.00 14,452.60 5,670.00 3,030.00 71,652.60 31,000.00 24,500.00 2,625.00 1,800.00 59,925.00 131,577.60 105,926.00 HSPK
0.015 0.300 0.000 4.000
m3 kg m3 m'
0.700 1.800 0.260 0.015
org org org org
11,550,000.00 18,030.00 14,500,000.00 9,100.00 Jumlah (1) 50,000.00 70,000.00 75,000.00 60,000.00 Jumlah (2)
173,250.00 5,409.00 0.00 36,400.00 215,059.00 35,000.00 126,000.00 19,500.00 900.00 181,400.00 396,459.00 689,550.00
Jumlah (1)+(2) Jumlah Dibulatkan HSPK 1 M2 PAS. RANGKA PLAFOND KAYU Meranti Batu DIMENI KAYU ( HANYA RANGKA ) Bahan Kaso-kaso 5/7 ( Usuk Meranti Batu ) 0.014 m3 45,150.00 3,225,000.00 Kayu 5/10 ( Kayu Meranti Batu ) 0.004 m3 3,225,000.00 11,287.50 Paku 0.220 kg 13,500.00 2,970.00 Meni kayu 0.167 kg 19,000.00 3,173.00 Tenaga Jumlah (1) 62,580.50 Pekerja 0.250 org 50,000.00 12,500.00 Tukang kayu 0.100 org 70,000.00 7,000.00 Kepala Tukang kayu 0.050 org 75,000.00 3,750.00 Mandor 0.014 org 60,000.00 840.00 Jumlah (2) 24,090.00 Jumlah Jumlah (1)+(2) 96,873.45 Jumlah Dibulatkan 96,873.00 1 M2 LIST LANGIT - LANGIT KAYU 1/5 CM, Bahan Kayu Bengkirai 1/5 1.000 m' 9,100.00 6,138.00 Paku 0.010 Kg 13,500.00 143.00 Tenaga Jumlah (1) 6,281.00 Pekerja 0.050 org 50,000.00 2,030.00 Tukang kayu 0.050 org 70,000.00 2,860.00 Kepala Tukang kayu 0.005 org 75,000.00 301.50 Mandor 0.003 org 60,000.00 171.30 Jumlah (2) 5,362.80 Jumlah (1)+(2) 11,643.80 Jumlah Dibulatkan 11,643.00 1 M2 PAS. BAHAN PLAFOND ETERNIT 4 MM (1 x 1) PADA RANGKANYA HSPK Bahan Eternit 4 mm (1 x 1) 1.100 m2 12,000.00 15,730.00 Paku 0.020 kg 13,500.00 286.00 Tenaga Jumlah (1) 16,016.00 Pekerja 0.047 org 50,000.00 1,920.38 Tukang kayu 0.113 org 70,000.00 6,435.00 Kepala Tukang kayu 0.010 org 75,000.00 590.94 Mandor 0.003 org 60,000.00 171.30 Alat bantu 0.085 lot 24,250.00 2,061.25 Jumlah (2) 11,178.87 Jumlah (1)+(2) 27,194.87 Jumlah Dibulatkan 27,194.00
A026 D
1 M3 MEMBUAT KOLOM BETON BERTULANG 1PC : 2 PS : 3 SPLIT (300 kg+bekisting)
Bahan Kayu Terentang Paku Biasa 2" - 5" Minyak Begisting Besi Beton Polos Kawat Beton Semen PC (50 kg) Pasir Ayak Split pecah tangan 1/2 cm Kayu Meranti Batu Plywood 4" x 8" x 9 mm Dolken f 8 cm / 4m' Tenaga Pekerja Tukang batu Tukang Kayu Tukang Besi Kepala Tukang Besi Mandor
0.320 3.200 1.600 200.000 3.000 6.460 0.520 0.780 0.140 2.800 16.000 5.960 0.350 2.800 1.400 0.455 0.208
m3 Kg
2,173,140.00 13,500.00
695,404.80 43,200.00
Lt Kg Kg zak
2,900.00 9,100.00 17,150.00 63,500.00
4,640.00 1,820,000.00 51,450.00 410,210.00
m3 m3
135,000.00 170,500.00
70,200.00 132,990.00
m3 Lbr Btg
3,225,000.00
451,500.00
120,000.00
336,000.00 354,240.00 4,369,834.80 298,000.00
org
22,140.00 Jumlah (1) 50,000.00
org org org org
70,000.00 70,000.00 75,000.00 75,000.00
org
A032
A041
60,000.00 Jumlah (2) Jumlah (1) + (2)
Jumlah (1)+(2)
A026
SNI
24,500.00 196,000.00 105,000.00 34,125.00 12,480.00 670,105.00 5,039,939.80
1 M3 MEMBUAT BETON BERTULANG 1PC : 2 PS : 3 SPLIT, Split Pecah Mesin SNI Bahan Semen PC (50 kg) 6.460 zak 63,500.00 410,210.00 Koral Beton Split pecah tangan 1/2 0.780 m3 170,500.00 132,990.00 Pasir Ayak 0.520 m3 135,000.00 70,200.00 Tenaga Jumlah (1) 613,400.00 Pekerja 1.650 org 50,000.00 82,500.00 Tukang batu 0.250 org 70,000.00 17,500.00 Kepala Tukang batu 0.025 org 75,000.00 1,875.00 Mandor 0.080 org 60,000.00 4,800.00 Jumlah (2) 106,675.00 Jumlah (1)+(2) 720,075.00 Jumlah Dibulatkan 720,075.00 1 KG PEMBESIAN DG. BESI POLOS ATAU BESI ULIR SNI Bahan Besi Beton 1.050 kg 9,100.00 9,555.00 Kawat beton 0.015 kg 17,150.00 257.25 Pekerja Jumlah (1) 9,812.25 Pekerja 0.007 org 50,000.00 350.00 Tukang besi 0.007 org 70,000.00 490.00 Kepala Tukang besi 0.001 org 75,000.00 52.50 Mandor 0.000 org 60,000.00 18.00 Jumlah (2) 910.50 Jumlah (1)+(2) 10,722.75 Jumlah Dibulatkan 10,722.00 1 M2 PASANG BEKISTING DGN PAPAN HSPK Bahan Kayu 5/7 meranti batu
0.017
Papan terentang Paku Biasa 2' - 5" Minyak Bekisting
0.024 0.300 0.100
m3 m3 Kg Lt
Tenaga Pekerja
0.300
Tukang kayu Kepala Tukang kayu Mandor Tukang kayu 1/2 terampil (bongkar cetaka Jumlah (1)+(2) Jumlah Dibulatkan
3,225,000.00
54,825.00
2,173,140.00 13,500.00 2,900.00
52,155.36 4,050.00 290.00
org
Jumlah (1) 50,000.00
111,320.36 15,000.00
0.150 0.150
org org
70,000.00 75,000.00
10,500.00 11,250.00
0.050 0.150
org org
60,000.00 75,000.00
3,000.00 11,250.00
Jumlah (2)
51,000.00 162,320.36 162,320.00
A020
A026 H
1 M3 PASIR URUG Bahan pASIR Urug Tenaga Pembantu Tukang / Pekerja Mandor Jumlah (1) + (2) Jumlah Dibulatkan 1 M' MEMBUAT RING BALOK BETON BERTULANG Bahan Kayu Terentang, papan cetak pinus Paku Biasa 2" - 5" Besi Beton Polos f 10 & 8 Kawat Beton Semen PC (50 kg) Pasir Ayak Koral Beton, Batu Split 1/2 (pecah tangan) Tenaga Pekerja Tukang batu Tukang Kayu Tukang Besi Kepala Tukang Besi Mandor Jumlah (1)+(2) Jumlah Dibulatkan
SNI 1.200
m3
0.250 0.025
org org
112,500.00 Jumlah (1) 50,000.00 60,000.00 Jumlah (2)
1 : 2 : 3 PRAKTIS (10 X 15) 0.003 0.020 3.600 0.050 0.110 0.009 0.015
m3 Kg kg Kg zak m3 m3
0.100 0.033 0.033 0.033 0.010 0.005
org org org org org org
2,173,140.00 13,500.00 9,100.00 17,150.00 63,500.00 135,000.00 170,500.00 Jumlah (1) 50,000.00 70,000.00 70,000.00 70,000.00 75,000.00 60,000.00 Jumlah (2)
135,000.00 135,000.00 12,500.00 1,500.00 14,000.00 149,000.00 149,000.00 SNI 6,519.42 270.00 32,760.00 857.50 6,985.00 1,215.00 2,557.50 51,164.42 5,000.00 2,310.00 2,310.00 2,310.00 750.00 300.00 12,980.00 64,144.42 64,144.00
RENCANA ANGGARAN BIAYA (RAB) PEMBANGUNAN 2 (DUA) RUANG KEGIATAN PEKERJAAN LOKASI T. ANGGARAN
NO 1 I 1 2 3 4 5 6 II 1 3 III 1 2 3 4 5 6 7
8
9 IV 1
: PERLUASAN DAN PENINGKATAN MUTU SMA : PEMBANGUNAN 2 (DUA) RUANG KELAS : SMA NEGERI 1 PAGERBARANG : 2013
URAIAN PEKERJAAN
VOLUME ANALISIS
2 3 4 PEKERJAAN PERSIAPAN 1.00 Taksir Pembuatan RAB dan Gambar Kerja 1.00 Taksir Ijin Mendirikan Bangunan 1.00 Taksir Pembersihan Lapangan 1.00 Taksir Uitzet / Bouwplank 1.00 Taksir Air Kerja 1.00 Taksir Papan nama kegiatan 1.00 Taksir Pembuatan prasasti RAB SUB TOTAL - I PEKERJAAN TANAH Galian tanah pondasi 74.00 A 004 Urugan kembali 18.50 A 014 SUB TOTAL - II PEKERJAAN PASANGAN Pas. Batu kosong/aanstamping 13.76 A 045 Pas. Pond. Batu kali 1 Pc : 6 Ps 11.62 A 048 Pas. Batu bata 1 Pc : 4 Ps 240.00 A068 Sloof 15/20 82.00 A 026I Kolom Praktis 83.00 A 026G Ring balok 60.00 A 026H Sunduk beton Membuat beton bertulang 1:2:3 0.50 A026 Pembesian dg besi polos/ulir 53.61 A032 Begisting 14.00 A041 2.31 m3 Konsol Beton Membuat beton bertulang 1:2:3 1.34 A026 Pembesian dg besi polos/ulir 315.70 A032 Begisting 30.80 A041 Plesteran 1 Pc : 3 Ps 97.39 A 071 SUB TOTAL - III PEKERJAAN RANGKA ATAP, KAYU DAN PLAFOND Kosen kayu jati 1.46 A091
SAT
HARGA SATUAN MATERIAL (Rp)
5 ls ls ls ls ls ls ls
417,500.00 100,000.00 700,000.00
m3 m3
m3 m3 m2 m' m' m'
154,350.00 392,900.00 69,410.00 67,819.36 52,310.40 51,164.42
m3 kg m2
613,400.00 9,812.25 111,320.36
m3 kg m2 m2
613,400.00 9,812.25 111,320.36 10,794.60
m3
12,705,000.00
2 3 4 5 8 10 11 12 13 V 1 2 VI 2 VII 1 2 3 4 5 6 7 8 9 VIII 1 2 3 4 5 IX 1 2 3 4 XI
Jalusi kayu rangka jati Daun pintu panil kayu jati Daun jndla kaca rangka kayu jati Rangka atap kuda,nok,jur,gording Usuk dan reng listplank kayu kruing 2,5 / 25 PAS. RANGKA PLAFOND K.keras (HANYA RANGKA)
Plafond eternit rangka kayu kruing list tepi plafond SUB TOTAL -IV PEK. PENUTUP ATAP Genteng Bubungan SUB TOTAL - V PEKERJAAN LANTAI Lantai keramik 30 x 30 SUB TOTAL - VI PEK. ALAT PENGGANTUNG BESI DAN KACA Kunci pintu 2 x putar Engsel H. 14 Engsel H. 10 Grendel pintu Kait angin jendela Hendel penarik jendela Grendel jendela Kaca bening 5 mm Angkur, baut, beugel dan klem SUB TOTAL - VII PEK. INSTALASI LISTRIK Instalasi titik lampu Instalasi stop kontak Lampu SL 18 Watt Lampu pijar 25 Watt Saklar ganda SUB TOTAL - VIII PEKERJAAN CAT - CATAN Cat Kayu Cat dinding Cat plafond Ter - teran SUB TOTAL -I X
12.60 A100 6.00 A 092 9.46 A100 3.08 A102 216.00 A104 12.40 A090 190.00 A 085 190.00 A 088 180.00 A 085 D
m2 m2 m2 m3 m2 m2 m2 m2 m'
215,059.00 580,000.00 215,059.00 7,540,800.00 47,175.00 106,535.00 62,580.50 16,016.00 6,281.00
196.00 A 104A 30.00 A 108
m2 m'
36,000.00 52,295.40
180.00
A 057
m2
71,652.60
2.00 12.00 36.00 4.00 36.00 18.00 36.00 5.08 1.00
Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir
bh bh bh bh bh bh bh m2 ls
59,000.00 11,700.00 7,700.00 7,500.00 2,500.00 8,300.00 4,500.00 76,000.00 800,000.00
10.00 2.00 8.00
Taksir Taksir Taksir
2.00
Taksir
2.00
Taksir
titik titik bh bh bh
50,000.00 50,000.00 30,000.00 20,000.00
140.83 222.13 248.90 1.00
A 078 A 077 Taksir Taksir
m2 m2 m2 ls
29,656.70 8,579.00 8,579.00 300,000.00
bh bh bh
850,000.00 250,000.00 275,000.00
PENGADAAN MEBELER
1 Meja guru (M - 01) 2 Meja siswa 3 Kursi guru (K - 01)
2 80 2
4 5 6 7
Kursi siswa (K - 02) Papan Absen Papan Tulis Lemari Simpan
80 2 2 2
bh bh bh bh
185,000.00 150,000.00 900,000.00 860,000.00
SUB TOTAL - XII
KEBUTUHAN MATERIA
JUMLAH KENA PAJA
PPN 10 TOTAL MATERIAL, UPAH DAN PAJAK DIBULATKAN
ARAN BIAYA (RAB) N 2 (DUA) RUANG
HARGA SATUAN UPAH (Rp)
HARGA MATERIAL (Rp)
2,600,000.00 750,000.00 500,000.00
50,000.00
UPAH (Rp)
2,600,000.00 750,000.00 500,000.00 417,500.00 100,000.00 700,000.00
22,400.00 10,740.00
50,000.00
JUMLAH HARGA (Rp)
2,600,000.00 750,000.00 500,000.00 417,500.00 150,000.00 700,000.00 5,117,500.00
1,657,600.00 10,740.00
1,657,600.00 10,740.00 1,668,340.00
71,565.00 126,000.00 31,650.00 13,187.50 7,830.00 12,980.00
2,123,856.00 4,565,498.00 16,658,400.00 5,561,187.52 4,341,763.20 3,069,865.20
984,734.40 1,464,120.00 7,596,000.00 1,081,375.00 649,890.00 778,800.00
3,108,590.40 6,029,618.00 24,254,400.00 6,642,562.52 4,991,653.20 3,848,665.20
106,675.00 910.50 51,000.00
306,700.00 526,034.72 1,558,485.04
53,337.50 48,811.91 714,000.00
360,037.50 574,846.63 2,272,485.04
106,675.00 910.50 51,000.00 22,225.00
824,409.60 3,097,727.33 3,428,667.09 1,051,265.42
143,371.20 287,444.85 1,570,800.00 2,164,450.19
967,780.80 3,385,172.18 4,999,467.09 3,215,715.61 64,650,994.17
1,868,000.00
18,549,300.00
2,727,280.00
21,276,580.00
181,400.00 245,250.00 181,400.00 1,142,000.00 13,050.00 19,240.00 24,090.00 11,178.87 5,362.80
2,709,743.40 3,480,000.00 2,034,458.14 23,225,664.00 10,189,800.00 1,321,532.67 11,890,295.00 3,043,040.00 1,130,580.00
2,285,640.00 1,471,500.00 1,716,044.00 3,517,360.00 2,818,800.00 238,666.06 4,577,100.00 2,123,985.30 965,304.00
4,995,383.40 4,951,500.00 3,750,502.14 26,743,024.00 13,008,600.00 1,560,198.73 16,467,395.00 5,167,025.30 2,095,884.00 100,016,092.57
13,830.00 25,275.00
7,056,000.00 1,568,862.00
2,710,680.00 758,250.00
9,766,680.00 2,327,112.00 12,093,792.00
59,925.00
12,897,468.00
10,786,500.00
23,683,968.00 23,683,968.00
118,000.00 140,400.00 277,200.00 30,000.00 90,000.00 149,400.00 162,000.00 386,080.00 800,000.00
75,000.00
750,000.00 100,000.00 400,000.00 60,000.00 40,000.00
4,730.00 6,032.50 6,032.50
118,000.00 140,400.00 277,200.00 30,000.00 90,000.00 149,400.00 162,000.00 386,080.00 800,000.00 2,153,080.00 750,000.00 100,000.00 400,000.00 60,000.00 40,000.00 1,350,000.00
4,176,571.99 1,905,636.11 2,135,313.10 300,000.00
4,176,571.99 1,905,636.11 2,135,313.10 300,000.00 8,517,521.20
1,700,000.00 20,000,000.00 550,000.00
1,700,000.00 20,000,000.00 550,000.00
9 reuter
14,800,000.00 300,000.00 1,800,000.00 1,720,000.00
14,800,000.00 300,000.00 1,800,000.00 1,720,000.00
40,870,000.00 KEBUTUHAN MATERIAL
199,568,703.54
JUMLAH KENA PAJAK 181,425,454.55 PPN 10%
18,142,545.45 TOTAL UPAH
60,552,584.41 278,263,833.40 278,263,000.00
1.44047619048
Err:520
222.13 37
47 58.2553 60 70.200
20
14
43.560
19.360 35.998
2.340
6.77021276596 10.6591489362
1.845 0.500 0.360
3.47170212766
43.9434042553
2.19638297872 149.574468085 1.195 12.000
0.78723404255
Err:520
144.260
0.68489361702 0.66127659574 0.15744680851 16.5319148936
34 48
5.036013 103.5
Err:520
Err:520
480
50
66.00 Taksi m'
62,888.00
4,150,608.00
RENCANA ANGGARAN BIAYA (RAB) PEMBANGUNAN RUANG KELAS BARU KEGIATAN PEKERJAAN LOKASI T. ANGGARAN
NO 1 I 1 2 3 4 5 6 7 II 1 3 III 1 2 3 4 5 6 7
8
9 IV 1 2 3 4 5 8 10 11 12 13 V 1 2 VI 2 VII 1 2 3 4 5 6 7 8 9
: PERLUASAN DAN PENINGKATAN MUTU SMA : PEMBANGUNAN RUANG KELAS : SMA NEGERI 1 PAGERBARANG : 2013
URAIAN PEKERJAAN
VOLUME ANALISIS
2 3 PEKERJAAN PERSIAPAN 1.00 Pembuatan RAB dan Gambar Kerja 1.00 Ijin Mendirikan Bangunan 1.00 Pembersihan Lapangan 1.00 Uitzet / Bouwplank 1.00 Air Kerja 1.00 Papan nama kegiatan 1.00 Pembuatan prasasti RAB 1.00 Dokumentasi dan Pelaporan SUB TOTAL - I PEKERJAAN TANAH Galian tanah pondasi 26.44 Urugan kembali 6.61 SUB TOTAL - II PEKERJAAN PASANGAN Pas. Batu kosong/aanstamping 7.00 Pas. Pond. Batu kali 1 Pc : 6 Ps 12.28 Pas. Batu bata 1 Pc : 4 Ps 130.90 Sloof 15/20 47.00 Kolom Praktis 69.50 Ring balok 43.00 Sunduk beton Membuat beton bertulang 1:2:3 0.25 Pembesian dg besi polos/ulir 26.81 Begisting 7.00 2.31 m3 Konsol Beton Membuat beton bertulang 1:2:3 0.38 Pembesian dg besi polos/ulir 90.20 Begisting 8.80 Plesteran 1 Pc : 3 Ps 261.80 SUB TOTAL - III PEKERJAAN RANGKA ATAP, KAYU DAN PLAFOND Kosen kayu jati 0.48 Jalusi kayu rangka jati 6.30 Daun pintu panil kayu jati 3.00 Daun jndla kaca rangka kayu jati 4.93 Rangka atap kuda,nok,jur,gording 1.42 Usuk dan reng 154.00 listplank kayu kruing 2,5 / 25 5.50 99.00 PAS. RANGKA PLAFOND K.keras (HANYA RANGKA) Plafond eternit rangka kayu kruing 99.00 list tepi plafond 58.00 SUB TOTAL -IV PEK. PENUTUP ATAP 154.00 Genteng 11.00 Bubungan SUB TOTAL - V PEKERJAAN LANTAI Lantai keramik 30 x 30 90.00 SUB TOTAL - VI PEK. ALAT PENGGANTUNG BESI DAN KACA 1.00 Kunci pintu 2 x putar 3.00 Engsel H. 14 9.00 Engsel H. 10 1.00 Grendel pintu 18.00 Kait angin jendela 9.00 Hendel penarik jendela 9.00 Grendel jendela 6.63 Kaca bening 5 mm 1.00 Angkur, baut, beugel dan klem SUB TOTAL - VII
SAT
HARGA SATUAN MATERIAL UPAH (Rp) (Rp)
4
5
Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir
ls ls ls ls ls ls ls ls
A 004 A 014
m3 m3
A 045 A 048 A068 A 026I A 026G A 026H
m3 m3 m2 m' m' m'
154,350.00 392,900.00 69,410.00 67,819.36 52,310.40 51,164.42
71,565.00 126,000.00 31,650.00 13,187.50 7,830.00 12,980.00
A026 A032 A041
m3 kg m2
613,400.00 9,812.25 111,320.36
A026 A032 A041 A 071
m3 kg m2 m2
613,400.00 9,812.25 111,320.36 10,794.60
A091 A100 A 092 A100 A102 A104 A090 A 085 A 088 A 085 D
m3 m2 m2 m2 m3 m2 m2 m2 m2 m'
12,705,000.00
A 104A A 108
HARGA MATERIAL UPAH (Rp) (Rp)
2,000,000.00 750,000.00 500,000.00 400,000.00 100,000.00 700,000.00 500,000.00
50,000.00
2,000,000.00 750,000.00 500,000.00 400,000.00 100,000.00 700,000.00 500,000.00
22,400.00 10,740.00
50,000.00
JUMLAH HARGA (Rp)
2,000,000.00 750,000.00 500,000.00 400,000.00 150,000.00 700,000.00 500,000.00 5,000,000.00
592,256.00 10,740.00
592,256.00 10,740.00 602,996.00
1,080,450.00 4,824,812.00 9,085,769.00 3,187,509.92 3,635,572.80 2,200,070.06
500,955.00 1,547,280.00 4,142,985.00 619,812.50 544,185.00 558,140.00
1,581,405.00 6,372,092.00 13,228,754.00 3,807,322.42 4,179,757.80 2,758,210.06
106,675.00 910.50 51,000.00
153,350.00 263,017.36 779,242.52
26,668.75 24,405.95 357,000.00
180,018.75 287,423.31 1,136,242.52
106,675.00 910.50 51,000.00 22,225.00
235,545.60 885,064.95 979,619.17 2,826,026.28
40,963.20 82,127.10 448,800.00 5,818,505.00
276,508.80 967,192.05 1,428,419.17 8,644,531.28 44,847,877.16
215,059.00 580,000.00 215,059.00 7,540,800.00 47,175.00 106,535.00 62,580.50 16,016.00 6,281.00
1,868,000.00 181,400.00 245,250.00 181,400.00 1,142,000.00 13,050.00 19,240.00 24,090.00 11,178.87 5,362.80
6,083,154.00 1,354,871.70 1,740,000.00 1,060,240.87 10,677,772.80 7,264,950.00 585,942.50 6,195,469.50 1,585,584.00 364,298.00
894,398.40 1,142,820.00 735,750.00 894,302.00 1,617,072.00 2,009,700.00 105,820.00 2,384,910.00 1,106,708.13 311,042.40
6,977,552.40 2,497,691.70 2,475,750.00 1,954,542.87 12,294,844.80 9,274,650.00 691,762.50 8,580,379.50 2,692,292.13 675,340.40 48,114,806.30
m2 m'
36,000.00 52,295.40
13,830.00 25,275.00
5,544,000.00 575,249.40
2,129,820.00 278,025.00
7,673,820.00 853,274.40 8,527,094.40
A 057
m2
71,652.60
59,925.00
6,448,734.00
5,393,250.00
11,841,984.00 11,841,984.00
Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir
bh Ps Ps bh bh bh bh m2 ls
59,000.00 26,150.00 16,000.00 7,500.00 2,500.00 8,300.00 4,500.00 76,000.00 700,000.00
59,000.00 78,450.00 144,000.00 7,500.00 45,000.00 74,700.00 40,500.00 503,880.00 700,000.00
59,000.00 78,450.00 144,000.00 7,500.00 45,000.00 74,700.00 40,500.00 503,880.00 700,000.00 1,653,030.00
VIII 1 2 3 4 5 6 IX 1 2 3 4 XI
PEK. INSTALASI LISTRIK Instalasi titik lampu Instalasi stop kontak Lampu SL 18 Watt Lampu pijar 25 Watt Saklar ganda Saklar Tunggal SUB TOTAL - VIII PEKERJAAN CAT - CATAN Cat Kayu Cat dinding Cat plafond Ter - teran SUB TOTAL -I X
5.00 1.00 4.00
Taksir Taksir Taksir
1.00
Taksir
1.00 1.00
Taksir Taksir
titik titik bh bh bh bh
66.00 241.58 99.00 1.00
A 078 A 077 Taksir Taksir
m2 m2 m2 ls
50,000.00 50,000.00 35,000.00 15,000.00 18,000.00 13,000.00
29,656.70 8,579.00 8,579.00 450,000.00
250,000.00 50,000.00 140,000.00 15,000.00 18,000.00 13,000.00
4,730.00 6,032.50 6,032.50
250,000.00 50,000.00 140,000.00 15,000.00 18,000.00 13,000.00 486,000.00
1,957,342.20 2,072,535.41 849,321.00 450,000.00
1,957,342.20 2,072,535.41 849,321.00 450,000.00 5,329,198.61
750,000.00 8,200,000.00 200,000.00 4,900,000.00 100,000.00 850,000.00
750,000.00 8,200,000.00 200,000.00 4,900,000.00 100,000.00 850,000.00
PENGADAAN MEBELER
1 Meja guru (M - 01) 2 Meja siswa 3 Kursi guru (K - 01)
1 40 1
bh bh bh
750,000.00 205,000.00 200,000.00
4 Kursi siswa (K - 02) 5 Papan Absen
40 1
bh bh
122,500.00 100,000.00
6 Papan Tulis
1
bh
850,000.00
15,000,000.00
SUB TOTAL - XII
KEBUTUHAN MATERIAL 103,534,545.04 JUMLAH KENA PAJAK 94,121,818.18 PPN 10% 9,412,181.82 TOTAL UPAH 37,868,441.43 TOTAL MATERIAL, UPAH DAN PAJAK DIBULATKAN
150,815,168.29 150,815,000.00
RENCANA ANGGARAN BIAYA (RAB) LANJUTAN PEMBANGUNAN PAGAR KELILIN PEKERJAAN LOKASI T. ANGGARAN
NO
: LANJUTAN PEMBANGUNAN PAGAR KELILING : SMA NEGERI 1 PAGERBARANG : 2013
URAIAN PEKERJAAN
VOLUME ANALISIS
1 2 3 4 I PEKERJAAN PERSIAPAN 1.00 Taksir 1 Pembuatan RAB dan Gambar Kerja 1.00 Taksir Air Kerja 1.00 Taksir 5 Papan nama kegiatan 1.00 Taksir 7 Dokumentasi dan Pelaporan SUB TOTAL - I III PEKERJAAN PASANGAN UNTUK PONDASI YG SUDAH MIRING PANJANG 38m 1 Membendung Aliran air dengan tanah 38.00 Taksir 2 Crucuk bambu atau dolken lokal 38.00 Taksir 3 Pas. Batu kosong/aanstamping 3.04 A 045 4 Pas. Pond. Batu kali 1 Pc : 6 Ps 17.10 A 048 5 Bongkar beton sloof 1.14 A124A 6 Cor Sloof dengan beton 1.14 A026 5 Pas. Batu bata 1 Pc : 4 Ps 58.90 A068 7 Kolom Praktis 24.70 A 026G 8 Ring balok 38.00 A 026H 9 Plesteran 1 Pc : 3 Ps 117.80 A 071 10 Plesteran skoning 28.50 070B SUB TOTAL UNTUK PONDASI YG MASIH BAIK PANJANG (25m + 101m) 1 Bongkar beton sloof 3.78 A124A 2 Cor Sloof dengan beton 3.78 A026 3 Pas. Batu bata 1 Pc : 4 Ps 195.30 A068 4 Kolom Praktis 79.80 A 026G 5 Ring balok 126.00 A 026H 6 Plesteran 1 Pc : 3 Ps 390.60 A 071 7 Plesteran skoning 94.50 070B SUB-TOTAL IV PEKERJAAN CAT - CATAN 451.00 A 077 1 Cat dinding SUB-TOTAL V PEKERJAAN PAGAR BESI
SAT
HARGA SATUAN MATERIAL (Rp)
5 ls ls ls ls
m' m' m3 m3 m3 m3 m2 m' m' m2 m2
400,000.00 100,000.00 350,000.00
20,000.00 25,000.00 154,350.00 392,900.00 613,400.00 69,410.00 52,310.40 51,164.42 10,794.60 905.00
m3 m3 m2 m' m' m2 m2
613,400.00 69,410.00 52,310.40 51,164.42 10,794.60 905.00
m2
8,579.00
1 Pek. Pintu Besi 2 Pengecatan Pintu Besi SUB-TOTAL
5.6 11.2
A003 C A 079
m2 m2
474,149.00 19,105.50 KEBUTUHAN MATERIAL JUMLAH KENA PAJAK PPN 10%
TOTAL MATERIAL, UPAH DAN PAJAK DIBULATKAN
ARAN BIAYA (RAB) UNAN PAGAR KELILING
HARGA SATUAN UPAH (Rp)
HARGA MATERIAL UPAH (Rp) (Rp)
800,000.00 50,000.00
35,000.00 2,500.00 71,565.00 126,000.00 353,330.00 106,675.00 31,650.00 7,830.00 12,980.00 22,225.00 5,915.00
800,000.00 400,000.00 100,000.00 500,000.00
760,000.00 950,000.00 469,224.00 6,718,590.00
50,000.00
JUMLAH HARGA (Rp)
800,000.00 400,000.00 150,000.00 500,000.00 1,850,000.00
699,276.00 4,088,249.00 1,292,066.88 1,944,247.96 1,271,603.88 25,792.50
1,330,000.00 95,000.00 217,557.60 2,154,600.00 402,796.20 797,174.64 1,864,185.00 193,401.00 493,240.00 2,618,105.00 168,577.50
2,090,000.00 1,045,000.00 686,781.60 8,873,190.00 402,796.20 1,496,450.64 5,952,434.00 1,485,467.88 2,437,487.96 3,889,708.88 194,370.00 25,418,687.16
353,330.00 106,675.00 31,650.00 7,830.00 12,980.00 22,225.00 5,915.00
2,318,652.00 13,555,773.00 4,174,369.92 6,446,716.92 4,216,370.76 85,522.50
1,335,587.40 403,231.50 6,181,245.00 624,834.00 1,635,480.00 8,681,085.00 558,967.50
1,335,587.40 2,721,883.50 19,737,018.00 4,799,203.92 8,082,196.92 12,897,455.76 644,490.00 50,217,835.50
6,032.50
3,869,129.00
2,720,657.50
6,589,786.50 6,589,786.50
((0.7+0.3)*0.6/2))+(0.5+0.3)*0.4/2))
46,550.00 33,850.00
2,655,234.40 213,981.60
260,680.00 379,120.00
2,915,914.40 593,101.60 3,509,016.00
KEBUTUHAN MATERIAL 56,754,800.32 JUMLAH KENA PAJAK 51,594,545.45 PPN 10% 5,159,454.55 TOTAL UPAH 33,965,524.84
95,879,779.71 95,879,000.00
1.44047619048
Err:520
47 Err:520
3.040 ((0.7+0.3)*0.6/2))+(0.5+0.3)*0.4/2))
Err:520
35.998
Err:520
