commit to user 307
Tugas Akhir
Perencanaan Struktur Gedung Sekolah 2 Lantai RAB
BAB 9 RENCANA ANGGARAN BIAYA
9.5.3. Daftar Analisa Harga Satuan Pekerjaan
Tabel 9.4. Analisa Harga Satuan Pekerjaan
NO MACAM
PEKERJAAN MACAM BAHAN
SATUAN KOEFISIEN
HARGA SATUAN
Rp JUMLAH
HARGA BAHAN
Rp JUMLAH
HARGA UPAH
Rp TOTAL
Rp
1. PEKERJAAN PERSIAPAN, GALIAN DAN URUGAN
1.A 1 M2 PERSIAPAN LAHAN LOKASI PEKERJAAN
Pekerja oh
0.100 28,000.00
2,800.00 Mandor
oh 0.050
49,500.00 2,475.00
Jumlah 5,275.00
5,275.00 Jasa konstruksi 10
527.50 Total
5,802.50 1.B
1 M PENGUKURAN DAN PEMASANGAN BOUWPLANK
Tukang kayu oh
0.100 40,700.00
4,070.00 Pekerja
oh 0.100
28,000.00 2,800.00
Kepala tukang oh
0.010 48,400.00
484.00 Mandor
oh 0.005
49,500.00 247.50
Kayu sengon m³
0.012 1,138,500.00
13,662.00 Paku biasa 2-5
kg 0.020
11,500.00 230.00
Kayu sengon papan 320
m³ 0.007
2,127,500.00 14,892.50
Jumlah 28,784.50
7,601.50 36,386.00
Jasa konstruksi 10 3,638.60
Total 40,024.60
1.C 1 M PEMBUATAN PAGAR TINGGI 2 METER
Tukang kayu oh
0.200 40,700.00
8,140.00 Mandor
oh 0.020
49,500.00 990.00
Seng gelombang 3-5 lbr
1.200 66,700.00
80,040.00 Paku biasa 2-5
kg 0.060
11,500.00 690.00
Bambu btg
0.200 7,475.00
1,495.00 Jumlah
82,225.00 9,130.00
91,355.00 Jasa konstruksi 10
9,135.50 Total
100,490.50 1.D
1 M3 GALIAN TANAH UNTUK PONDASI
Pekerja oh
0.900 28,000.00
25,200.00 Mandor
oh 0.045
49,500.00 2,227.50
commit to user 308
Tugas Akhir
Perencanaan Struktur Gedung Sekolah 2 Lantai RAB
BAB 9 RENCANA ANGGARAN BIAYA NO
MACAM PEKERJAAN
MACAM BAHAN SATUAN
KOEFISIEN HARGA
SATUAN Rp
JUMLAH HARGA
BAHAN Rp
JUMLAH HARGA
UPAH Rp
TOTAL Rp
Jumlah 27,427.50
27,427.50 Jasa konstruksi 10
2,742.75 Total
30,170.25 1.E
1 M3 URUGAN TANAH KEMBALI
Pekerja oh
0.250 28,000.00
7,000.00 Mandor
oh 0.008
49,500.00 396.00
Jumlah 7,396.00
7,396.00 Jasa konstruksi 10
739.60 Total
8,135.60 1.F
1 M3 URUGAN PASIR
Pekerja oh
0.300 28,000.00
8,400.00 Mandor
oh 0.010
49,500.00 495.00
Pasir urug m³
1.200 115,000.00
138,000.00 Jumlah
138,000.00 8,895.00
146,895.00 Jasa konstruksi 10
14,689.50 Total
161,584.50
2. PEKERJAAN PONDASI DAN BETON
2.A 1 M3 PASANGAN PONDASI BATU KALI 1 : 5
Pekerja oh
1.500 28,000.00
42,000.00 Tukang batu
oh 0.750
39,600.00 29,700.00
Kepala tukang oh
0.075 48,400.00
3,630.00 Mandor
oh 0.075
49,500.00 3,712.50
Batu kali m³
1.200 126,500.00
151,800.00 Portland cement PC
kg 136.000
1,178.75 160,310.00
Pasir pasang m³
0.544 129,375.00
70,380.00 Jumlah
382,490.000 79,042.50
461,532.50 Jasa konstruksi 10
46,153.25 Total
507,685.75 2.B
1 M3 BETON LANTAI KERJA K 100
Pekerja oh
1.200 28,000.00
33,600.00 Tukang batu
oh 0.200
39,600.00 7,920.00
Kepala tukang oh
0.020 48,400.00
968.00
commit to user 309
Tugas Akhir
Perencanaan Struktur Gedung Sekolah 2 Lantai RAB
BAB 9 RENCANA ANGGARAN BIAYA NO
MACAM PEKERJAAN
MACAM BAHAN SATUAN
KOEFISIEN HARGA
SATUAN Rp
JUMLAH HARGA
BAHAN Rp
JUMLAH HARGA
UPAH Rp
TOTAL Rp
Mandor oh
0.060 49,500.00
2,970.00 Portland Cement PC
kg 230.000
1,178.75 271,112.50
Pasir beton kg
893.000 123.21
110,026.53 Kerikil mak. 30 mm
kg 1027.000
149.07 153,094.89
Air ltr
200.000 15.00
3,000.00 Jumlah
537,233.92 45,458.00
582,691.92 Jasa konstruksi 10
58,269.19 Total
640,961.11 2.C
1 M3 PONDASI BETON BERTULANG 150 KG BESI + BEKISTING
Pekerja oh
5.300 28,000.00
148,400.00 Tukang batu
oh 0.275
39,600.00 10,890.00
Tukang kayu oh
1.300 40,700.00
52,910.00 Tukang besi
oh 1.050
40,700.00 42,735.00
Kepala tukang oh
0.262 48,400.00
12,680.80 Mandor
oh 0.265
49,500.00 13,117.50
Kayu sengon m³
0.200 2,127,500.00
425,500.00 Paku 5 cm - 12 cm
kg 1.500
18,975.00 28,462.50
Minyak bekisting ltr
0.400 9,200.00
3,680.00 Besi beton polosulir
kg 157.500
9,200.00 1,449,000.00
Kawat beton kg
2.250 11,500.00
25,875.00 Portland Cement PC
kg 336.000
1,178.75 396,060.00
Pasir beton m³
0.540 172,500.00
93,150.00 Kerikil
m³ 0.810
201,250.00 163,012.50
Jumlah 2,584,740.00
280,733.30 2,865,473.30
Jasa konstruksi 10 286,547.33
Total 3,152,020.63
2.D 1 M3 SLOOF BETON BERTULANG 200 KG BESI + BEKISTING
Pekerja oh
5.650 28,000.00
158,200.00 Tukang batu
oh 0.275
39,600.00 10,890.00
Tukang kayu oh
1.560 40,700.00
63,492.00 Tukang besi
oh 1.400
40,700.00 56,980.00
Kepala tukang oh
0.323 48,400.00
15,633.20 Mandor
oh 0.283
49,500.00 14,008.50
Kayu sengon m³
0.270 2,127,500.00
574,425.00 Paku 5 cm - 12 cm
kg 2.000
18,975.00 37,950.00
commit to user 310
Tugas Akhir
Perencanaan Struktur Gedung Sekolah 2 Lantai RAB
BAB 9 RENCANA ANGGARAN BIAYA NO
MACAM PEKERJAAN
MACAM BAHAN SATUAN
KOEFISIEN HARGA
SATUAN Rp
JUMLAH HARGA
BAHAN Rp
JUMLAH HARGA
UPAH Rp
TOTAL Rp
Minyak bekisting ltr
0.600 9,200.00
5,520.00 Besi beton polosulir
kg 210.000
9,200.00 1,932,000.00
Kawat beton kg
3.000 11,500.00
34,500.00 Portland Cement PC
kg 336.000
1,178.75 396,060.00
Pasir beton m³
0.540 172,500.00
93,150.00 Kerikil
m³ 0.810
201,250.00 163,012.50
Jumlah 3,236,617.50
319,203.70 3,555,821.20
Jasa konstruksi 10 355,582.12
Total 3,911,403.32
2.E 1 M3 SLOOF BETON BERTULANG 100 KG BESI + BEKISTING
Pekerja oh
5.650 28,000.00
158,200.00 Tukang batu
oh 0.275
39,600.00 10,890.00
Tukang kayu oh
1.560 40,700.00
63,492.00 Tukang besi
oh 1.400
40,700.00 56,980.00
Kepala tukang oh
0.323 48,400.00
15,633.20 Mandor
oh 0.283
49,500.00 14,008.50
Kayu sengon m³
0.270 2,127,500.00
574,425.00 Paku 5 cm - 12 cm
kg 2.000
18,975.00 37,950.00
Minyak bekisting ltr
0.600 9,200.00
5,520.00 Besi beton polosulir
kg 105.000
9,200.00 966,000.00
Kawat beton kg
3.000 11,500.00
34,500.00 Portland Cement PC
kg 336.000
1,178.75 396,060.00
Pasir beton m³
0.540 172,500.00
93,150.00 Kerikil
m³ 0.810
201,250.00 163,012.50
Jumlah 2,270,617.50
319,203.70 2,589,821.20
Jasa konstruksi 10 258,982.12
Total 2,848,803.32
2.F 1 M3 BALOK BETON BERTULANG 150 KG BESI + BEKISTING
Pekerja oh
6.350 28,000.00
177,800.00 Tukang batu
oh 0.275
39,600.00 10,890.00
Tukang kayu oh
1.650 40,700.00
67,155.00 Tukang besi
oh 1.400
40,700.00 56,980.00
Kepala tukang oh
0.333 48,400.00
16,117.20 Mandor
oh 0.318
49,500.00 15,741.00
Kayu sengon m³
0.320 2,127,500.00
680,800.00
commit to user 311
Tugas Akhir
Perencanaan Struktur Gedung Sekolah 2 Lantai RAB
BAB 9 RENCANA ANGGARAN BIAYA NO
MACAM PEKERJAAN
MACAM BAHAN SATUAN
KOEFISIEN HARGA
SATUAN Rp
JUMLAH HARGA
BAHAN Rp
JUMLAH HARGA
UPAH Rp
TOTAL Rp
Paku 5 cm - 12 cm kg
3.200 18,975.00
60,720.00 Minyak bekisting
ltr 1.600
9,200.00 14,720.00
Besi beton polosulir kg
157.500 9,200.00
1,449,000.00 Kawat beton
kg 3.000
11,500.00 34,500.00
Portland Cement PC kg
336.000 1,178.75
396,060.00 Pasir beton
m³ 0.540
172,500.00 93,150.00
Kerikil m³
0.810 201,250.00
163,012.50 Balok kayu meranti
m³ 0.140
4,140,000.00 579,600.00
Plywood 9 mm lbr
2.800 126,500.00
354,200.00 Bambu ori
btg 16.000
7,475.00 119,600.00
Jumlah 3,945,362.50
344,683.20 4,290,045.70
Jasa konstruksi 10 429,004.57
Total 4,719,050.27
2.G 1 M3 BALOK BETON BERTULANG 200 KG BESI + BEKISTING
Pekerja oh
6.350 28,000.00
177,800.00 Tukang batu
oh 0.275
39,600.00 10,890.00
Tukang kayu oh
1.650 40,700.00
67,155.00 Tukang besi
oh 1.400
40,700.00 56,980.00
Kepala tukang oh
0.333 48,400.00
16,117.20 Mandor
oh 0.318
49,500.00 15,741.00
Kayu sengon m³
0.320 2,127,500.00
680,800.00 Paku 5 cm - 12 cm
kg 3.200
18,975.00 60,720.00
Minyak bekisting ltr
1.600 9,200.00
14,720.00 Besi beton polosulir
kg 210.000
9,200.00 1,932,000.00
Kawat beton kg
3.000 11,500.00
34,500.00 Portland Cement PC
kg 336.000
1,178.75 396,060.00
Pasir beton m³
0.540 172,500.00
93,150.00 Kerikil
m³ 0.810
201,250.00 163,012.50
Balok kayu meranti m³
0.140 4,140,000.00
579,600.00 Plywood 9 mm
lbr 2.800
126,500.00 354,200.00
Bambu ori btg
16.000 7,475.00
119,600.00 Jumlah
4,428,362.50 344,683.20
4,773,045.70 Jasa konstruksi 10
477,304.57 Total
5,250,350.27
commit to user 312
Tugas Akhir
Perencanaan Struktur Gedung Sekolah 2 Lantai RAB
BAB 9 RENCANA ANGGARAN BIAYA NO
MACAM PEKERJAAN
MACAM BAHAN SATUAN
KOEFISIEN HARGA
SATUAN Rp
JUMLAH HARGA
BAHAN Rp
JUMLAH HARGA
UPAH Rp
TOTAL Rp
2.H 1 M3 KOLOM BETON BERTULANG 100 KG BESI + BEKISTING
Pekerja oh
7.050 28,000.00
197,400.00 Tukang batu
oh 0.275
39,600.00 10,890.00
Tukang kayu oh
1.650 40,700.00
67,155.00 Tukang besi
oh 2.100
40,700.00 85,470.00
Kepala tukang oh
0.403 48,400.00
19,505.20 Mandor
oh 0.353
49,500.00 17,473.50
Kayu sengon m³
0.400 2,127,500.00
851,000.00 Paku 5 cm - 12 cm
kg 4.000
18,975.00 75,900.00
Minyak bekisting ltr
2.000 9,200.00
18,400.00 Besi beton polos
kg 105.000
9,200.00 966,000.00
Kawat beton kg
4.500 11,500.00
51,750.00 Portland Cement PC
kg 336.000
1,178.75 396,060.00
Pasir beton m³
0.540 172,500.00
93,150.00 Kerikil
m³ 0.810
201,250.00 163,012.50
Jumlah 2,615,272.50
397,893.70 3,013,166.20
Jasa konstruksi 10 301,316.62
Total 3,314,482.82
2.I 1 M3 KOLOM BETON BERTULANG 200 KG BESI + BEKISTING
Pekerja oh
7.050 28,000.00
197,400.00 Tukang batu
oh 0.275
39,600.00 10,890.00
Tukang kayu oh
1.650 40,700.00
67,155.00 Tukang besi
oh 2.100
40,700.00 85,470.00
Kepala tukang oh
0.403 48,400.00
19,505.20 Mandor
oh 0.353
49,500.00 17,473.50
Kayu sengon m³
0.400 2,127,500.00
851,000.00 Paku 5 cm - 12 cm
kg 4.000
18,975.00 75,900.00
Minyak bekisting ltr
2.000 9,200.00
18,400.00 Besi beton polosulir
kg 210.000
9,200.00 1,932,000.00
Kawat beton kg
4.500 11,500.00
51,750.00 Portland Cement PC
kg 336.000
1,178.75 396,060.00
Pasir beton m³
0.540 172,500.00
93,150.00 Kerikil
m³ 0.810
201,250.00 163,012.50
Balok kayu meranti m³
0.150 4,140,000.00
621,000.00 Plywood 9 mm
lbr 3.500
126,500.00 442,750.00
Bambu ori btg
20.000 7,475.00
149,500.00
commit to user 313
Tugas Akhir
Perencanaan Struktur Gedung Sekolah 2 Lantai RAB
BAB 9 RENCANA ANGGARAN BIAYA NO
MACAM PEKERJAAN
MACAM BAHAN SATUAN
KOEFISIEN HARGA
SATUAN Rp
JUMLAH HARGA
BAHAN Rp
JUMLAH HARGA
UPAH Rp
TOTAL Rp
Jumlah 4,794,522.50
397,893.70 5,192,416.20
Jasa konstruksi 10 519,241.62
Total 5,711,657.82
2.J 1 M3 RING BALK BETON BERTULANG 100 KG BESI + BEKISTING
Pekerja oh
5.800 28,000.00
162,400.00 Tukang batu
oh 0.275
39,600.00 10,890.00
Tukang kayu oh
1.650 40,700.00
67,155.00 Tukang besi
oh 1.050
40,700.00 42,735.00
Kepala tukang oh
0.333 48,400.00
16,117.20 Mandor
oh 0.185
49,500.00 9,157.50
Kayu sengon m³
0.320 2,127,500.00
680,800.00 Paku 5 cm - 12 cm
kg 3.200
18,975.00 60,720.00
Minyak bekisting ltr
1.600 9,200.00
14,720.00 Besi beton polosulir
kg 105.000
9,200.00 966,000.00
Kawat beton kg
2.250 11,500.00
25,875.00 Portland Cement PC
kg 336.000
1,178.75 396,060.00
Pasir beton m³
0.520 172,500.00
89,700.00 Kerikil
m³ 0.780
201,250.00 156,975.00
Balok kayu meranti m³
0.120 4,140,000.00
496,800.00 Plywood 9 mm
lbr 2.600
126,500.00 328,900.00
Bambu ori btg
16.000 7,475.00
119,600.00 Jumlah
3,336,150.00 308,454.70
3,644,604.70 Jasa konstruksi 10
364,460.47 Total
4,009,065.17 2.K
1 M3 PLAT BETON BERTULANG 100 KG BESI + BEKISTING
Pekerja oh
5.300 28,000.00
148,400.00 Tukang batu
oh 0.275
39,600.00 10,890.00
Tukang kayu oh
1.300 40,700.00
52,910.00 Tukang besi
oh 1.050
40,700.00 42,735.00
Kepala tukang oh
0.265 48,400.00
12,826.00 Mandor
oh 0.265
49,500.00 13,117.50
Kayu sengon m³
0.320 2,127,500.00
680,800.00 Paku 5 cm - 12 cm
kg 3.200
18,975.00 60,720.00
Minyak bekisting ltr
1.600 9,200.00
14,720.00 Besi beton polosulir
kg 105.000
9,200.00 966,000.00
commit to user 314
Tugas Akhir
Perencanaan Struktur Gedung Sekolah 2 Lantai RAB
BAB 9 RENCANA ANGGARAN BIAYA NO
MACAM PEKERJAAN
MACAM BAHAN SATUAN
KOEFISIEN HARGA
SATUAN Rp
JUMLAH HARGA
BAHAN Rp
JUMLAH HARGA
UPAH Rp
TOTAL Rp
Kawat beton kg
2.250 11,500.00
25,875.00 Portland Cement PC
kg 336.000
1,178.75 396,060.00
Pasir beton m³
0.540 172,500.00
93,150.00 Kerikil
m³ 0.810
201,250.00 163,012.50
Balok kayu meranti m³
0.120 4,140,000.00
496,800.00 Plywood 9 mm
lbr 2.800
126,500.00 354,200.00
Bambu ori btg
32.000 7,475.00
239,200.00 Jumlah
3,490,537.50 280,878.50
3,771,416.00 Jasa konstruksi 10
377,141.60 Total
4,148,557.60 2.L
1 M3 TANGGA BETON BERTULANG 150 KG BESI + BEKISTING
Pekerja oh
5.600 28,000.00
156,800.00 Tukang batu
oh 0.350
39,600.00 13,860.00
Tukang kayu oh
2.300 40,700.00
93,610.00 Tukang besi
oh 1.400
40,700.00 56,980.00
Kepala tukang oh
0.405 48,400.00
19,602.00 Mandor
oh 0.202
49,500.00 9,999.00
Kayu sengon m³
0.250 2,127,500.00
531,875.00 Paku 5 cm - 12 cm
kg 3.000
18,975.00 56,925.00
Minyak bekisting ltr
1.200 9,200.00
11,040.00 Besi beton polosulir
kg 157.500
9,200.00 1,449,000.00
Kawat beton kg
3.000 11,500.00
34,500.00 Portland Cement PC
kg 336.000
1,178.75 396,060.00
Pasir beton m³
0.520 172,500.00
89,700.00 Kerikil
m³ 0.780
201,250.00 156,975.00
Balok kayu meranti m³
0.120 4,140,000.00
496,800.00 Plywood 9 mm
lbr 2.500
126,500.00 316,250.00
Bambu ori btg
14.000 7,475.00
104,650.00 Jumlah
3,643,775.00 350,851.00
3,994,626.00 Jasa konstruksi 10
399,462.60 Total
4,394,088.60
3. PEKERJAAN PASANGAN DAN PLESTERAN
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