RAB 6070
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![Page 1: RAB 6070](https://reader035.fdokumen.com/reader035/viewer/2022062410/55cf97af550346d03392fe69/html5/thumbnails/1.jpg)
PERHITUNGAN VOLUME
I PEKERJAAN PERSIAPAN
No. JENIS PEKERJAAN PERHITUNGAN VOLUMEpanjang lebar tinggi/tebal berat jumlah volume satuan
1 Mobilisasi & demobilisasi
II PEKERJAAN ABUTMENT
No. JENIS PEKERJAAN PERHITUNGAN VOLUMEpanjang lebar tinggi/tebal berat jumlah volume satuan
1 Beton abutment bagian I dan II (K-350) 12 m 0.75 m 0.2 m 2 3.6012 m 1.5 m 2.1 m 2 75.6012 m 2.5 m 1 m 2 60.0012 m 1.5 m 0.4 m 2 7.212 m 0.5 m 0.4 m 2 2.4
148.802 Beton abutment bagian III (K-350) 12 m 2 m 8 m 2 384.00
12 m 2.5 m 0.4 m 2 1212 m 2.5 m 0.4 m 2 1212 m 7 m 1.5 m 2 252
660.003 Beton wing abutment (K-350) 1 m 2 m 0.2 m 4 1.6
1 m 2 m 8.5 m 4 681 m 2 m 3 m 4 12
81.604 Tulangan D 25 - 100 12.08 m 3.980 kg/m 202 9711.84 kg5 Tulangan D 19 - 100 9.80 m 2.250 kg/m 84 1852.20 kg6 Tulangan D 22 - 200 28.22 m 3.040 kg/m 102 8750.46 kg7 Tulangan D 22 - 200 9.80 m 3.040 kg/m 92 2740.86 kg8 Tulangan D 38 - 200 16.28 m 8.950 kg/m 102 14862.01 kg9 Tulangan D 25 - 200 9.80 m 3.980 kg/m 208 8112.832 kg10 Tulangan Ǿ 8 - 200 29.5 m 0.3942 kg/m 202 2348.84 kg
66.6 m 0.3942 kg/m 102 2677.65 kg53.22 m 0.3942 kg/m 102 2139.71 kg
7166.20 kg
III PEKERJAAN RANGKA JEMBATAN
No. JENIS PEKERJAAN PERHITUNGAN VOLUMEpanjang lebar tinggi/tebal berat jumlah volume satuan
1 Besi profil WF 400.200.8.13 30 m 66 kg/m 5 9900 kg2 Besi profil WF 600.300.12.20 10 m 151 kg/m 7 10570.00 kg3 Besi profil WF 200.200.12.12 375.97 m 56.2 kg/m 1 21129.51 kg4 Besi profil WF 400.300.10.16 266 m 107 kg/m 1 28462.00 kg5 Plat sambungan rangka t = 22 mm 0.90 m 1 m 0.22 m 7850 26 40411.80 kg6 Baut rangka Ǿ 3/4" 380 380 bh7 Baut melintang Ǿ 1/2" 84 84 bh8 Baut memanjang Ǿ 1/2" 140 140 bh9 Plat sambungan ikatan angin t = 10 mm 0.72 m 0.54 m 0.1 m 7850 26 7935.41 kg10 Baut ikatan angin Ǿ 1/2" 104 104 bh11 Elastomer 0.6 m 0.3 m 0.042 m 4 0.0312 Plat elastomer 0.59 m 0.29 m 0.004 m 7850 12 64.47 kg
IV PEKERJAAN PELAT LANTAI
No. JENIS PEKERJAAN PERHITUNGAN VOLUMEpanjang lebar tinggi/tebal berat jumlah volume satuan
1 Beton pelat lantai jembatan (K-275) 10 m 30 m 0.2 m 1 602 Lapisan aspal 8 m 30 m 1 2403 Tulangan tarik lapangan D 19 - 120 8 m 2.2242 kg/m 248.6667 4424.61 kg4 Tulangan bagi lapangan D 13 - 100 30 m 1.0417 kg/m 102 3187.50 kg5 Tulangan tarik tumpuan D 19 - 120 8 m 2.2242 kg/m 248.6667 4424.61 kg6 Tulangan bagi tumpuan D 13 - 100 30 m 1.0417 kg/m 102 3187.50 kg
V PEKERJAAN TROTOAR, SANDARAN DAN KERB
No. JENIS PEKERJAAN PERHITUNGAN VOLUMEpanjang lebar tinggi/tebal berat jumlah volume satuan
1 Beton trotoar (K-275) 1 m 30 m 0.25 m 2 152 Tulangan atas D 13 - 175 2.5 m 1.0417 kg/m 634 1649.95 kg3 Tulangan bagi Ø8 – 120 30 m 0.6158 kg/m 15 273.43 kg4 Pipa sandaran Ǿ 3" 30 m 6 180 m'5 Tulangan utama D 13 - 175 30 m 1.0417 kg/m 8 250.00 kg
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6 Tulangan sengkang Ø8 – 120 0.6 m 0.6158 kg/m 345 127.42 kg
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RENCANA ANGGARAN BIAYA
NO. JENIS PEKERJAAN VOLUME SATUAN
I PEKERJAAN PERSIAPAN1 Mobilisasi & demobilisasi 1 Ls 62,000,000 62,000,000
SUB TOTAL 62,000,000 II PEKERJAAN ABUTMENT1 Beton abutment bagian I dan II (K-350) 148.80 840,699 125,096,011 2 Beton abutment bagian III (K-350) 660.00 840,699 554,861,340 3 Beton wing abutment (K-350) 81.60 840,699 68,601,038 4 Tulangan D 25 - 100 9711.84 kg 8,650 84,006,758 5 Tulangan D 19 - 100 1852.20 kg 8,655 16,030,656 6 Tulangan D 22 - 200 8750.46 kg 8,662 75,793,290 7 Tulangan D 22 - 200 2740.86 kg 8,662 23,740,370 8 Tulangan D 38 - 200 14862.01 kg 8,576 127,452,785 9 Tulangan D 25 - 200 8112.83 kg 8,650 70,175,470
10 Tulangan Ǿ 8 - 200 7166.20 kg 8,647 61,965,681 SUB TOTAL 1,207,723,400
III PEKERJAAN STRUKTUR GELAGAR1 Besi profil WF 400.200.8.13 9900 kg 11,000 108,900,000 2 Besi profil WF 600.300.12.20 10570.00 kg 11,000 116,270,000 3 Besi profil WF 200.200.12.12 21129.51 kg 11,000 232,424,654 4 Besi profil WF 400.300.10.16 28462.00 kg 11,000 313,082,000 5 Plat sambungan rangka t = 22 mm 40411.80 kg 9,000 363,706,200 6 Baut rangka Ǿ 3/4" 380 bh 250 95,000 7 Baut melintang Ǿ 1/2" 84 bh 250 21,000 8 Baut memanjang Ǿ 1/2" 140 bh 250 35,000 9 Plat sambungan ikatan angin t = 10 mm 7935.408 kg 9,000 71,418,672
10 Baut ikatan angin Ǿ 1/2" 104 bh 250 26,000 11 Elastomer 0.03 m3 76,817,558.30 2,322,963 12 Plat elastomer 64.47 kg 9,000 580,234
SUB TOTAL 1,208,881,723 IV PEKERJAAN PELAT LANTAI1 Beton pelat lantai jembatan (K-275) 60.00 840,699 50,441,940 2 Lapisan aspal 240.00 94,000 22,560,000 3 Tulangan tarik lapangan D 19 - 120 4424.61 kg 8,655 38,294,667 4 Tulangan bagi lapangan D 13 - 100 3187.50 kg 8,640 27,540,000 5 Tulangan tarik tumpuan D 19 - 120 4424.61 kg 8,655 38,294,667 6 Tulangan bagi tumpuan D 13 - 100 3187.50 kg 8,640 27,540,000
SUB TOTAL 204,671,273 V PEKERJAAN TROTOAR, SANDARAN DAN KERB1 Beton trotoar (K-275) 15 840,699 12,610,485 2 Tulangan atas D 13 - 175 1649.95 kg 8,640 14,255,526 3 Tulangan bagi Ø8 – 120 273.43 kg 8,647 2,364,300 4 Pipa sandaran Ǿ 3" 180 m' 164,133 29,544,000 5 Tulangan utama D 13 - 175 250.00 kg 8,640 2,160,000 6 Tulangan sengkang Ø8 – 120 127.42 kg 8,647 1,101,819
SUB TOTAL 62,036,130 TOTAL 2,745,312,527
HARGA SATUAN (Rp.)
JUMLAH HARGA (Rp.)
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m2
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REKAPITULASI RENCANA ANGGARAN BIAYA
NO. JENIS PEKERJAAN
I PEKERJAAN PERSIAPAN 62,000,000 II PEKERJAAN ABUTMENT 1,207,723,400 III PEKERJAAN STRUKTUR GELAGAR 1,208,881,723 IV PEKERJAAN PELAT LANTAI 204,671,273 V PEKERJAAN TROTOAR, SANDARAN DAN KERB 62,036,130
TOTAL 2,745,312,527 PPN 10% 274,531,253 JUMLAH 3,019,843,779 DIBULATKAN 3,253,372,000
JUMLAH HARGA (Rp.)
Terbilang : Tiga Miliar Dua Ratus Lima Ratus Lima Puluh Tiga Juta Tiga Ratus Tujuh Puluh Dua Ribu Rupiah
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ANALISA HARGA SATUANItem pekerjaan : Mobilisasi san DemobilisasiSatuan : Ls
NO. URAIAN PEKERJAAN SATUAN KUANTITAS
I Mobilisasi1 Alat ukur Unit 2 500,000 1,000,000 2 Alat berat Unit 5 5,000,000 25,000,000 3 Alat bantu lainnya Ls 1 5,000,000 5,000,000
II Demobilitasi1 Alat ukur Unit 2 500,000 1,000,000 2 Alat berat Unit 5 5,000,000 25,000,000 3 Alat bantu lainnya Ls 1 5,000,000 5,000,000
JUMLAH 62,000,000
ANALISA HARGA SATUANItem pekerjaan : Beton Mutu K-275Satuan :
NO. URAIAN PEKERJAAN SATUAN KUANTITAS
I Tenaga1 Pekerja Oh 1.65 50,000 82,500 2 Tukang Oh 0.275 70,000 19,250 3 Kepala tukang Oh 0.028 85,000 2,380 4 Mandor Oh 0.083 95,000 7,885
II Bahan1 Pc kg 384 1,260 483,840 2 Pasir beton 0.43 250,000 107,500 3 Koral beton (maks 30mm) 0.64 175,000 112,000
III Alat1 Concrete Mixer jam 0.44 33,800 14,872 2 Concrete Vibrator jam 0.44 23,800 10,472
JUMLAH 840,699
ANALISA HARGA SATUANItem pekerjaan : PembesianSatuan : kg
NO. URAIAN PEKERJAAN SATUAN KUANTITAS
I Tenaga1 Pekerja Oh 0.007 50,000 350 2 Tukang Oh 0.007 60,000 420 3 Kepala tukang Oh 0.0007 75,000 53 4 Mandor Oh 0.0003 90,000 27
II Bahan1 Besi beton 1.05 9,000 9,450 2 Kawat bendrat kg 0.015 13,500 203
JUMLAH 10,502
HARGA SATUAN (Rp.)
JUMLAH HARGA (Rp.)
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HARGA SATUAN (Rp.)
JUMLAH HARGA (Rp.)
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HARGA SATUAN (Rp.)
JUMLAH HARGA (Rp.)
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ANALISA HARGA SATUANItem pekerjaan : Pengadaan dan pemasangan Pipa Sandaran Ǿ 3"Satuan : m'
NO. URAIAN PEKERJAAN SATUAN KUANTITAS
I Tenaga1 Pekerja Oh 0.108 50,000 5,400 2 Tukang Oh 0.18 60,000 10,800 3 Kepala tukang Oh 0.018 75,000 1,350 4 Mandor Oh 0.054 90,000 4,860
II Bahan1 Pipa sandaran Ǿ 3" m' 1 115,000 115,000 2 Perlengkapan Pipa 0.2 115,000 23,000
JUMLAH 160,410
ANALISA HARGA SATUANItem pekerjaan : Pengadaan dan pemasangan Besi baja profilSatuan : kg
NO. URAIAN PEKERJAAN SATUAN KUANTITAS
I Tenaga1 Pekerja jam 0.012 50,000 600 2 Tukang jam 0.003 60,000 180 3 Mandor Oh 0.006 90,000 540
II Bahan1 Besi baja profil kg 1 11,000 11,000 2 Kayu perancah 0.0002 3,500,000 700
III Alat1 Crane jam 0.44 33,800 14,872 2 Crane on track jam 0.44 23,800 10,472
JUMLAH 13,020
HARGA SATUAN (Rp.)
JUMLAH HARGA (Rp.)
HARGA SATUAN (Rp.)
JUMLAH HARGA (Rp.)
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