Rab Jembatan Rs Kordindah Medica
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RINCIAN RENCANA ANGGARAN BIAYA KEGIATAN
: PEMBANGUNAN SARANA DAN PRASARANA RUMAH SAKIT KORDINDHA MEDIC CIAWI - TASIKMALAYA PEKERJAAN : PEMBANGUNAN JEMBATAN TAHUN : 2011 PENAWAR NO
URAIAN PEKERJAAN
1
2
KODE ANALISA 3
SAT 4
A. PEKERJAAN NON STANDAR I
PEKERJAAN PERSIAPAN
1 2 3
Pembersihan Lahan/Semak dan Perataan
II 1 2 3 4
PEKERJAAN PONDASI PANCANG DIA. 40CM Pengadaan Tiang Pancang Dia 40 cm Beton K - 500 Biaya Upah Pemancangan Upah Pembobolan Kepala Tiang Pancang Mobilisasi dan Demobilisasi Alat dan Material Pancang)
Pengukuran dan Pemasangan Bouwplank Pembuatan Direksi Keet
A-03 A-01 A-06
m2 m' m2
Dihitung Dihitung Dihitung Dihitung
m' m' titik Ls
JUML
B. PEKERJAAN STANDAR I 1 2 3 4 5
PEKERJAAN GALIAN DAN URUGAN Urugan Tanah Pilihan Pengisi Wing Wall Galian Tanah Struktur Pondasi Jembatan (Abutmen-1) Galian Tanah Struktur Pondasi Jembatan (Abutmen-2) Urugan Pasir Dibawah Foot Abutmen-1, t= 10 cm Urugan Pasir Dibawah Foot Abutmen-2, t= 10 cm
B-15 B-02 B-02 B-11 B-11
m3 m3 m3 m3 m3
JUMLAH II 2.1 1
2
3
PEKERJAAN PONDASI & BETON Sub-struktur Pondasi Foot Plate Abutment-1 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Pondasi Foof Plate Abutment-2 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Dinding Abutment-1 - Cor Beton K-300
Dihit. G-36 G-25 G-28
m3 Kg m2
Dihit. G-36 G-25 G-28
m3 Kg m2
Dihit. G-36
m3
4
5
6
7
-Tulangan (200 kg/m3) -Bekisting Dinding Abutment-2 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Kepala Abutment-1 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Kepala Abutmnet-2 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Wing Wall Abutment-1 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting
G-25 G-30
Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
8
9
10
11 12
Wing Wall Abutment-2 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting Pelat Injak Abutmnet-1 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting Pelat Injak Abutmnet-2 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting Lantai Kerja t= 10 cm Abutmnet-1 Lantai Kerja t= 10 cm Abutmnet-2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-28
m3 Kg m2
Dihit. G-36 G-25 G-28 G-01 G-01
m3 Kg m2 m3 m3
JU 2.2. Up-Struktur 2.2.1. Balok (Girder) 1 Balok (Girder) Utama - Cor Beton K-350 -Tulangan (300 kg/m3) -Bekisting 2 Balok Anak (Diafragma) - Cor Beton K-350 -Tulangan (300 kg/m3) -Bekisting 3 Pelat Lantai - Cor Beton K-350 -Tulangan (250 kg/m3) -Bekisting 4 Beton tumpukan dan geser untuk elastomer - Cor Beton K-350 -Tulangan (100 kg/m3) -Bekisting
Dihit. G-36 G-25 G-31
m3 Kg m2
Dihit. G-36 G-25 G-31
m3 Kg m2
Dihit. G-36 G-25 G-32
m3 Kg m2
Dihit. G-36 G-25 G-31
m3 Kg m2
Dihit. G-36 G-25 G-32
m3 Kg m2
Dihit. G-36 G-25 G-29
m3 Kg m2
Dihit. G-36 G-25
m3 Kg
2.2.2. Pelengkap 1
2
3
Trotoir beton 1 : 2 : 3 (setara K-175) - Cor Beton K-175 -Tulangan -Bekisting Dinding/Pondasi Sandaran Jembatan - Cor Beton K-300 -Tulangan -Bekisting Loneng beton 1 : 2 : 3 (setara K-225) - Cor Beton K-225 -Tulangan
4 5 6 7 8 9 10 11 12
-Bekisting Expantion Joint Pipa sandaran besi standar Binamarga Perletakan Elastomer Type "A" Drain pipe PVC sekualitas Rucika Sparing installasi listrik Plesteran + Acian Loneng, 1 : 3 Plesteran tiang sandaran Cat Tiang sandaran Cat Loneng
G-30 Dihitung Dihitung Dihitung Dihitung Ls E-13 E-13 N-14 N-14
m2 m' m' bh m' ls m2 m2 m2 m2
1 2 3 4
C. PEKERJAAN LAIN-LAIN Biaya Perijinan ke PSDA Kabupaten Tasikmalaya Pembuatan Jala/Jembatan Sementara Pembendungan Sungai selama proses Pek. Abutment Pembersihan bekas-bekas pembangunan
Ls Ls Ls Ls
Ls Ls Ls Ls
AN GARAN BIAYA
KORDINDHA MEDICA
VOL. 5
800.00 110.00 72.00
HARGA SAT. (Rp) 6
JML. HARGA (Rp)
JML. BIAYA (Rp) 7
8,000 6,400,000 59,500 6,545,000 950,000 68,400,000 JUMLAH PEKERJAAN PERSIAPAN
2,484.00 336,000 834,624,000 2,484.00 240,000 596,160,000 138.00 60,000 8,280,000 1.00 27,500,000 27,500,000 JUMLAH PEKERJAAN PONDASI MINI PILE
8
81,345,000.00
TOTAL JUMLAH PEK.NON STANDAR
1,466,564,000.00 1,547,909,000.00
361.67 185,000 66,908,950 542.50 28,680 15,558,900 542.50 28,680 15,558,900 11.17 140,000 1,564,044 11.17 140,000 1,564,044 JUMLAH PEKERJAAN GALIAN DAN URUGAN
101,154,837.20
89.70 17,940.00 41.94
790,000 11,880 143,400
89.70 17,940.00 41.94
790,000 11,880 143,400
96.75
790,000
70,863,000.00 213,127,200.00 6,014,196.00 70,863,000.00 213,127,200.00 6,014,196.00 76,432,500.00
19,350.00 155.10
11,880 250,000
96.75 19,350.00 155.10
790,000 11,880 250,000
18.00 3,600.00 83.16
790,000 11,880 250,000
18.00 3,600.00 83.16
790,000 11,880 250,000
7.35 1,102.50 61.60
790,000 11,880 250,000
229,878,000.00 38,775,000.00 76,432,500.00 229,878,000.00 38,775,000.00 14,220,000.00 42,768,000.00 20,790,000.00 14,220,000.00 42,768,000.00 20,790,000.00 5,806,500.00 13,097,700.00 15,400,000.00
7.35 1,102.50 61.60
790,000 11,880 250,000
22.50 3,375.00 9.00
790,000 11,880 172,000
22.50 3,375.00 9.00 11.17 11.17
790,000 11,880 172,000 625,000 625,000
5,806,500.00 13,097,700.00 15,400,000.00 17,775,000.00 40,095,000.00 1,548,000.00 17,775,000.00 40,095,000.00 1,548,000.00 6,981,250.00 6,981,250.00
JUMLAH PEKERJAAN SUB-STRUKTUR
253.80 76,140.00 1,184.40 42.00 12,600.00 222.00 141.00 35,250.00 394.80 14.40 1,440.00 100.00
213,192,000.00 904,543,200.00 346,437,000.00 840,000.00 35,280,000.00 11,880.00 149,688,000.00 292,500.00 64,935,000.00 840,000.00 118,440,000.00 11,880.00 418,770,000.00 458,000.00 180,818,400.00 840,000.00 12,096,000.00 11,880.00 17,107,200.00 292,500.00 29,250,000.00 JUMLAH PEKERJAAN UP-STRUKTUR
1,627,142,692.00
840,000.00 11,880.00 292,500.00
6.77 1,353.60 10.60
523,300.00 11,880.00 458,000.00
1.88 207.68 11.76
790,000.00 11,880.00 156,000.00
5.76 576.00
523,300.00 11,880.00
3,542,741.00 16,080,768.00 4,854,800.00 1,485,200.00 2,467,238.40 1,834,560.00 3,014,208.00 6,842,880.00
2,490,556,800.00
32.64 60.00 112.80 36.00 24.00 1.00 39.17 11.76 11.76 39.17
258,000.00 8,421,120.00 600,000.00 36,000,000.00 300,000.00 33,840,000.00 10,000,000.00 360,000,000.00 175,000.00 4,200,000.00 750,000.00 750,000.00 53,000.00 2,076,010.00 53,000.00 623,280.00 48,000.00 564,480.00 48,000.00 1,880,160.00 JUMLAH PEKERJAAN PELENGKAP
488,477,445.40
1.00 1.00 1.00 1.00
JUMLAH TOTAL PEK.STANDAR
4,707,331,774.60
10,000,000.00 10,000,000.00 50,000,000.00 50,000,000.00 40,000,000.00 40,000,000.00 25,000,000.00 25,000,000.00 JUMLAH PEKERJAAN LAIN-LAIN
125,000,000.00
JUMLAH TOTAL
6,380,240,774.60
Andreas
RINCIAN RENCANA ANGGARAN BIAYA KEGIATAN
: PEMBANGUNAN SARANA DAN PRASARANA RUMAH SAKIT KORDINDHA MEDIC CIAWI - TASIKMALAYA PEKERJAAN : PEMBANGUNAN JEMBATAN TAHUN : 2011 PENAWAR NO
URAIAN PEKERJAAN
1
2
KODE ANALISA 3
SAT 4
A. PEKERJAAN NON STANDAR I
PEKERJAAN PERSIAPAN
1 2 3
Pembersihan Lahan/Semak dan Perataan
II 1 2 3 4
PEKERJAAN PONDASI PANCANG DIA. 40CM Pengadaan Tiang Pancang Dia 40 cm Beton K - 500 Biaya Upah Pemancangan Upah Pembobolan Kepala Tiang Pancang Mobilisasi dan Demobilisasi Alat dan Material Pancang)
Pengukuran dan Pemasangan Bouwplank Pembuatan Direksi Keet
A-03 A-01 A-06
m2 m' m2
Dihitung Dihitung Dihitung Dihitung
m' m' titik Ls
JUML
B. PEKERJAAN STANDAR I 1 2 3 4 5
PEKERJAAN GALIAN DAN URUGAN Urugan Tanah Pilihan Pengisi Wing Wall Galian Tanah Struktur Pondasi Jembatan (Abutmen-1) Galian Tanah Struktur Pondasi Jembatan (Abutmen-2) Urugan Pasir Dibawah Foot Abutmen-1, t= 10 cm Urugan Pasir Dibawah Foot Abutmen-2, t= 10 cm
B-15 B-02 B-02 B-11 B-11
m3 m3 m3 m3 m3
JUMLAH II 2.1 1
2
3
PEKERJAAN PONDASI & BETON Sub-struktur Pondasi Foot Plate Abutment-1 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Pondasi Foof Plate Abutment-2 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Dinding Abutment-1 - Cor Beton K-300
Dihit. G-36 G-25 G-28
m3 Kg m2
Dihit. G-36 G-25 G-28
m3 Kg m2
Dihit. G-36
m3
4
5
6
7
-Tulangan (200 kg/m3) -Bekisting Dinding Abutment-2 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Kepala Abutment-1 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Kepala Abutmnet-2 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Wing Wall Abutment-1 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting
G-25 G-30
Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
8
9
10
11 12
Wing Wall Abutment-2 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting Pelat Injak Abutmnet-1 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting Pelat Injak Abutmnet-2 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting Lantai Kerja t= 10 cm Abutmnet-1 Lantai Kerja t= 10 cm Abutmnet-2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-28
m3 Kg m2
Dihit. G-36 G-25 G-28 G-01 G-01
m3 Kg m2 m3 m3
JU 2.2. Up-Struktur 2.2.1. Balok (Girder) 1 Balok (Girder) Utama - Cor Beton K-350 -Tulangan (300 kg/m3) -Bekisting 2 Balok Anak (Diafragma) - Cor Beton K-350 -Tulangan (300 kg/m3) -Bekisting 3 Pelat Lantai - Cor Beton K-350 -Tulangan (250 kg/m3) -Bekisting 4 Beton tumpukan dan geser untuk elastomer - Cor Beton K-350 -Tulangan (100 kg/m3) -Bekisting
Dihit. G-36 G-25 G-31
m3 Kg m2
Dihit. G-36 G-25 G-31
m3 Kg m2
Dihit. G-36 G-25 G-32
m3 Kg m2
Dihit. G-36 G-25 G-31
m3 Kg m2
Dihit. G-36 G-25 G-32
m3 Kg m2
Dihit. G-36 G-25 G-29
m3 Kg m2
Dihit. G-36 G-25
m3 Kg
2.2.2. Pelengkap 1
2
3
Trotoir beton 1 : 2 : 3 (setara K-175) - Cor Beton K-175 -Tulangan -Bekisting Dinding/Pondasi Sandaran Jembatan - Cor Beton K-300 -Tulangan -Bekisting Loneng beton 1 : 2 : 3 (setara K-225) - Cor Beton K-225 -Tulangan
4 5 6 7 8 9 10 11 12
-Bekisting Expantion Joint Pipa sandaran besi standar Binamarga Perletakan Elastomer Type "A" Drain pipe PVC sekualitas Rucika Sparing installasi listrik Plesteran + Acian Loneng, 1 : 3 Plesteran tiang sandaran Cat Tiang sandaran Cat Loneng
G-30 Dihitung Dihitung Dihitung Dihitung Ls E-13 E-13 N-14 N-14
m2 m' m' bh m' ls m2 m2 m2 m2
1 2 3 4
C. PEKERJAAN LAIN-LAIN Biaya Perijinan ke PSDA Kabupaten Tasikmalaya Pembuatan Jala/Jembatan Sementara Pembendungan Sungai selama proses Pek. Abutment Pembersihan bekas-bekas pembangunan
Ls Ls Ls Ls
Ls Ls Ls Ls
AN GARAN BIAYA
KORDINDHA MEDICA
VOL. 5
800.00 110.00 72.00
HARGA SAT. (Rp) 6
JML. HARGA (Rp)
JML. BIAYA (Rp) 7
9,000 7,200,000 65,000 7,150,000 1,100,000 79,200,000 JUMLAH PEKERJAAN PERSIAPAN
2,484.00 450,000 1,117,800,000 2,484.00 260,000 645,840,000 138.00 60,000 8,280,000 1.00 27,500,000 27,500,000 JUMLAH PEKERJAAN PONDASI MINI PILE
8
93,550,000.00
TOTAL JUMLAH PEK.NON STANDAR
1,799,420,000.00 1,892,970,000.00
361.67 185,000 66,908,950 542.50 28,680 15,558,900 542.50 28,680 15,558,900 11.17 165,000 1,843,337 11.17 165,000 1,843,337 JUMLAH PEKERJAAN GALIAN DAN URUGAN
101,713,424.20
89.70 17,940.00 41.94
850,000 11,880 143,400
89.70 17,940.00 41.94
850,000 11,880 143,400
96.75
850,000
76,245,000.00 213,127,200.00 6,014,196.00 76,245,000.00 213,127,200.00 6,014,196.00 82,237,500.00
19,350.00 155.10
11,880 250,000
96.75 19,350.00 155.10
850,000 11,880 250,000
18.00 3,600.00 83.16
850,000 11,880 250,000
18.00 3,600.00 83.16
850,000 11,880 250,000
7.35 1,102.50 61.60
850,000 11,880 250,000
229,878,000.00 38,775,000.00 82,237,500.00 229,878,000.00 38,775,000.00 15,300,000.00 42,768,000.00 20,790,000.00 15,300,000.00 42,768,000.00 20,790,000.00 6,247,500.00 13,097,700.00 15,400,000.00
7.35 1,102.50 61.60
850,000 11,880 250,000
22.50 3,375.00 9.00
850,000 11,880 172,000
22.50 3,375.00 9.00 11.17 11.17
850,000 11,880 172,000 625,000 625,000
6,247,500.00 13,097,700.00 15,400,000.00 19,125,000.00 40,095,000.00 1,548,000.00 19,125,000.00 40,095,000.00 1,548,000.00 6,981,250.00 6,981,250.00
JUMLAH PEKERJAAN SUB-STRUKTUR
253.80 76,140.00 1,184.40 42.00 12,600.00 222.00 141.00 35,250.00 394.80 14.40 1,440.00 100.00
233,496,000.00 904,543,200.00 346,437,000.00 920,000.00 38,640,000.00 11,880.00 149,688,000.00 292,500.00 64,935,000.00 920,000.00 129,720,000.00 11,880.00 418,770,000.00 458,000.00 180,818,400.00 920,000.00 13,248,000.00 11,880.00 17,107,200.00 292,500.00 29,250,000.00 JUMLAH PEKERJAAN UP-STRUKTUR
1,655,258,692.00
920,000.00 11,880.00 292,500.00
6.77 1,353.60 10.60
650,000.00 11,880.00 458,000.00
1.88 207.68 11.76
850,000.00 11,880.00 156,000.00
5.76 576.00
650,000.00 11,880.00
4,400,500.00 16,080,768.00 4,854,800.00 1,598,000.00 2,467,238.40 1,834,560.00 3,744,000.00 6,842,880.00
2,526,652,800.00
32.64 60.00 112.80 36.00 24.00 1.00 39.17 11.76 11.76 39.17
258,000.00 8,421,120.00 70,000.00 4,200,000.00 300,000.00 33,840,000.00 10,000,000.00 360,000,000.00 175,000.00 4,200,000.00 750,000.00 750,000.00 53,000.00 2,076,010.00 53,000.00 623,280.00 48,000.00 564,480.00 48,000.00 1,880,160.00 JUMLAH PEKERJAAN PELENGKAP
458,377,796.40
1.00 1.00 1.00 1.00
JUMLAH TOTAL PEK.STANDAR
4,742,002,712.60
10,000,000.00 10,000,000.00 50,000,000.00 50,000,000.00 40,000,000.00 40,000,000.00 25,000,000.00 25,000,000.00 JUMLAH PEKERJAAN LAIN-LAIN
125,000,000.00
JUMLAH TOTAL
6,759,972,712.60
Andreas
RINCIAN RENCANA ANGGARAN BIAYA KEGIATAN PEKERJAAN TAHUN
: PEMBANGUNAN SARANA DAN PRASARANA RUMAH SAKIT KORDINDHA MEDICA CIAWI - TASIKMALAYA : PEMBANGUNAN JEMBATAN : 2011-2012
NO
URAIAN PEKERJAAN
1
2
KODE ANALISA 3
SAT 4
A. PEKERJAAN NON STANDAR I
PEKERJAAN PERSIAPAN
1 2 3
Pembersihan Lahan/Semak dan Perataan
II 1 2 3 4
PEKERJAAN PONDASI PANCANG DIA. 40CM Pengadaan Tiang Pancang Dia 40 cm Beton K - 500 Biaya Upah Pemancangan Upah Pembobolan Kepala Tiang Pancang Mobilisasi dan Demobilisasi Alat dan Material Pancang)
Pengukuran dan Pemasangan Bouwplank Pembuatan Direksi Keet
A-03 A-01 A-06
m2 m' m2
Dihitung Dihitung Dihitung Dihitung
m' m' titik Ls
JU
B. PEKERJAAN STANDAR I 1 2 3 4 5 II 2.1 1
2
3
PEKERJAAN GALIAN DAN URUGAN Urugan Tanah Pilihan Pengisi Wing Wall Galian Tanah Struktur Pondasi Jembatan (Abutmen-1) Galian Tanah Struktur Pondasi Jembatan (Abutmen-2) Urugan Pasir Dibawah Foot Abutmen-1, t= 10 cm Urugan Pasir Dibawah Foot Abutmen-2, t= 10 cm PEKERJAAN PONDASI & BETON Sub-struktur Pondasi Foot Plate Abutment-1 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Pondasi Foof Plate Abutment-2 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Dinding Abutment-1 - Cor Beton K-300 -Tulangan (200 kg/m3)
B-15 B-02 B-02 B-11 B-11
m3 m3 m3 m3 m3
Dihit. G-36 G-25 G-28
m3 Kg m2
Dihit. G-36 G-25 G-28
m3 Kg m2
Dihit. G-36 G-25
m3 Kg
4
5
6
7
8
9
-Bekisting Dinding Abutment-2 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Kepala Abutment-1 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Kepala Abutmnet-2 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Wing Wall Abutment-1 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting Wing Wall Abutment-2 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting Pelat Injak Abutmnet-1 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting
G-30
m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-28
m3 Kg m2
10
11 12
Pelat Injak Abutmnet-2 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting Lantai Kerja t= 10 cm Abutmnet-1 Lantai Kerja t= 10 cm Abutmnet-2
2.2. Up-Struktur 2.2.1. Balok (Girder) 1 Balok (Girder) Utama - Cor Beton K-350 -Tulangan (300 kg/m3) -Bekisting 2 Balok Anak (Diafragma) - Cor Beton K-350 -Tulangan (300 kg/m3) -Bekisting 3 Pelat Lantai - Cor Beton K-350 -Tulangan (250 kg/m3) -Bekisting 4 Beton tumpukan dan geser untuk elastomer - Cor Beton K-350 -Tulangan (100 kg/m3) -Bekisting
Dihit. G-36 G-25 G-28 G-01 G-01
m3 Kg m2 m3 m3
Dihit. G-36 G-25 G-31
m3 Kg m2
Dihit. G-36 G-25 G-31
m3 Kg m2
Dihit. G-36 G-25 G-32
m3 Kg m2
Dihit. G-36 G-25 G-31
m3 Kg m2
Dihit. G-36 G-25 G-32
m3 Kg m2
Dihit. G-36 G-25 G-29
m3 Kg m2
Dihit. G-36 G-25 G-30 Dihitung Dihitung Dihitung Dihitung Ls E-13 E-13
m3 Kg m2 m' m' bh m' ls m2 m2
2.2.2. Pelengkap 1
2
3
4 5 6 7 8 9 10
Trotoir beton 1 : 2 : 3 (setara K-175) - Cor Beton K-175 -Tulangan -Bekisting Dinding/Pondasi Sandaran Jembatan - Cor Beton K-300 -Tulangan -Bekisting Loneng beton 1 : 2 : 3 (setara K-225) - Cor Beton K-225 -Tulangan -Bekisting Expantion Joint Pipa sandaran besi standar Binamarga Perletakan Elastomer Type "A" Drain pipe PVC sekualitas Rucika Sparing installasi listrik Plesteran + Acian Loneng, 1 : 3 Plesteran tiang sandaran
11 12
1 2 3 4
Cat Tiang sandaran Cat Loneng
C. PEKERJAAN LAIN-LAIN Biaya Perijinan ke PSDA Kabupaten Tasikmalaya Pembuatan Jala/Jembatan Sementara Pembendungan Sungai selama proses Pek. Abutment Pembersihan bekas-bekas pembangunan
N-14 N-14
m2 m2
Ls Ls Ls Ls
Ls Ls Ls Ls
CIAN GGARAN BIAYA
DINDHA MEDICA
VOL. 5
800.00 110.00 72.00
HARGA SAT. (Rp) 6
JML. HARGA (Rp)
JML. BIAYA (Rp) 7
6,800 5,440,000 49,600 5,456,000 790,600 56,923,200 JUMLAH PEKERJAAN PERSIAPAN
2,484.00 280,000 695,520,000 2,484.00 200,000 496,800,000 138.00 50,000 6,900,000 1.00 25,000,000 25,000,000 JUMLAH PEKERJAAN PONDASI MINI PILE
8
67,819,200.00
TOTAL JUMLAH PEK.NON STANDAR
1,224,220,000.00 1,292,039,200.00
361.67 156,600 56,637,522 542.50 23,900 12,965,750 542.50 23,900 12,965,750 11.17 117,800 1,316,031 11.17 117,800 1,316,031 JUMLAH PEKERJAAN GALIAN DAN URUGAN
85,201,083.94
89.70 17,940.00 41.94
670,000 9,900 119,500
89.70 17,940.00 41.94
670,000 9,900 119,500
96.75 19,350.00
670,000 9,900
60,099,000.00 177,606,000.00 5,011,830.00 60,099,000.00 177,606,000.00 5,011,830.00 64,822,500.00 191,565,000.00
155.10
215,000
96.75 19,350.00 155.10
670,000 9,900 215,000
18.00 3,600.00 83.16
670,000 9,900 215,000
18.00 3,600.00 83.16
670,000 9,900 215,000
7.35 1,102.50 61.60
670,000 9,900 215,000
7.35 1,102.50 61.60
670,000 9,900 215,000
22.50 3,375.00 9.00
670,000 9,900 119,500
33,346,500.00 64,822,500.00 191,565,000.00 33,346,500.00 12,060,000.00 35,640,000.00 17,879,400.00 12,060,000.00 35,640,000.00 17,879,400.00 4,924,500.00 10,914,750.00 13,244,000.00 4,924,500.00 10,914,750.00 13,244,000.00 15,075,000.00 33,412,500.00 1,075,500.00
22.50 3,375.00 9.00 11.17 11.17
670,000 9,900 119,500 523,300 523,300
15,075,000.00 33,412,500.00 1,075,500.00 5,845,261.00 5,845,261.00
JUMLAH PEKERJAAN SUB-STRUKTUR
253.80 76,140.00 1,184.40 42.00 12,600.00 222.00 141.00 35,250.00 394.80 14.40 1,440.00 100.00
177,660,000.00 753,786,000.00 290,178,000.00 700,000.00 29,400,000.00 9,900.00 124,740,000.00 245,000.00 54,390,000.00 700,000.00 98,700,000.00 9,900.00 348,975,000.00 385,300.00 152,116,440.00 700,000.00 10,080,000.00 9,900.00 14,256,000.00 245,000.00 24,500,000.00 JUMLAH PEKERJAAN UP-STRUKTUR
1,365,043,482.00
700,000.00 9,900.00 245,000.00
6.77 1,353.60 10.60
523,300.00 9,900.00 385,300.00
1.88 207.68 11.76
670,000.00 9,900.00 130,200.00
5.76 576.00 32.64 60.00 112.80 36.00 24.00 1.00 39.17 11.76
523,300.00 9,900.00 215,000.00 500,000.00 250,000.00 9,000,000.00 150,000.00 500,000.00 40,100.00 40,100.00
3,542,741.00 13,400,640.00 4,084,180.00 1,259,600.00 2,056,032.00 1,531,152.00 3,014,208.00 5,702,400.00 7,017,600.00 30,000,000.00 28,200,000.00 324,000,000.00 3,600,000.00 500,000.00 1,570,717.00 471,576.00
2,078,781,440.00
11.76 39.17
1.00 1.00 1.00 1.00
36,300.00 426,888.00 36,300.00 1,421,871.00 JUMLAH PEKERJAAN PELENGKAP JUMLAH TOTAL PEK.STANDAR
431,799,605.00 3,960,825,610.94
10,000,000.00 10,000,000.00 50,000,000.00 50,000,000.00 40,000,000.00 40,000,000.00 25,000,000.00 25,000,000.00 JUMLAH PEKERJAAN LAIN-LAIN
125,000,000.00
JUMLAH TOTAL
5,377,864,810.94
RINCIAN RENCANA ANGGARAN BIAYA KEGIATAN
: PEMBANGUNAN SARANA DAN PRASARANA RUMAH SAKIT KORDINDHA MEDIC CIAWI - TASIKMALAYA PEKERJAAN : PEMBANGUNAN JEMBATAN TAHUN : 2011 PENAWAR NO
URAIAN PEKERJAAN
1
2
KODE ANALISA 3
SAT 4
A. PEKERJAAN NON STANDAR I
PEKERJAAN PERSIAPAN
1 2 3
Pembersihan Lahan/Semak dan Perataan
II 1 2 3 4
PEKERJAAN PONDASI PANCANG DIA. 40CM Pengadaan Tiang Pancang Dia 40 cm Beton K - 500 Biaya Upah Pemancangan Upah Pembobolan Kepala Tiang Pancang Mobilisasi dan Demobilisasi Alat dan Material Pancang)
Pengukuran dan Pemasangan Bouwplank Pembuatan Direksi Keet
A-03 A-01 A-06
m2 m' m2
Dihitung Dihitung Dihitung Dihitung
m' m' titik Ls
JUML
B. PEKERJAAN STANDAR I 1 2 3 4 5
PEKERJAAN GALIAN DAN URUGAN Urugan Tanah Pilihan Pengisi Wing Wall Galian Tanah Struktur Pondasi Jembatan (Abutmen-1) Galian Tanah Struktur Pondasi Jembatan (Abutmen-2) Urugan Pasir Dibawah Foot Abutmen-1, t= 10 cm Urugan Pasir Dibawah Foot Abutmen-2, t= 10 cm
B-15 B-02 B-02 B-11 B-11
m3 m3 m3 m3 m3
JUMLAH II 2.1 1
2
3
PEKERJAAN PONDASI & BETON Sub-struktur Pondasi Foot Plate Abutment-1 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Pondasi Foof Plate Abutment-2 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Dinding Abutment-1 - Cor Beton K-300
Dihit. G-36 G-25 G-28
m3 Kg m2
Dihit. G-36 G-25 G-28
m3 Kg m2
Dihit. G-36
m3
4
5
6
7
-Tulangan (200 kg/m3) -Bekisting Dinding Abutment-2 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Kepala Abutment-1 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Kepala Abutmnet-2 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Wing Wall Abutment-1 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting
G-25 G-30
Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
8
9
10
11 12
Wing Wall Abutment-2 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting Pelat Injak Abutmnet-1 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting Pelat Injak Abutmnet-2 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting Lantai Kerja t= 10 cm Abutmnet-1 Lantai Kerja t= 10 cm Abutmnet-2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-28
m3 Kg m2
Dihit. G-36 G-25 G-28 G-01 G-01
m3 Kg m2 m3 m3
JU 2.2. Up-Struktur 2.2.1. Balok (Girder) 1 Balok (Girder) Utama - Cor Beton K-350 -Tulangan (300 kg/m3) -Bekisting 2 Balok Anak (Diafragma) - Cor Beton K-350 -Tulangan (300 kg/m3) -Bekisting 3 Pelat Lantai - Cor Beton K-350 -Tulangan (250 kg/m3) -Bekisting 4 Beton tumpukan dan geser untuk elastomer - Cor Beton K-350 -Tulangan (100 kg/m3) -Bekisting
Dihit. G-36 G-25 G-31
m3 Kg m2
Dihit. G-36 G-25 G-31
m3 Kg m2
Dihit. G-36 G-25 G-32
m3 Kg m2
Dihit. G-36 G-25 G-31
m3 Kg m2
Dihit. G-36 G-25 G-32
m3 Kg m2
Dihit. G-36 G-25 G-29
m3 Kg m2
Dihit. G-36 G-25
m3 Kg
2.2.2. Pelengkap 1
2
3
Trotoir beton 1 : 2 : 3 (setara K-175) - Cor Beton K-175 -Tulangan -Bekisting Dinding/Pondasi Sandaran Jembatan - Cor Beton K-300 -Tulangan -Bekisting Loneng beton 1 : 2 : 3 (setara K-225) - Cor Beton K-225 -Tulangan
4 5 6 7 8 9 10 11 12
-Bekisting Expantion Joint Pipa sandaran besi standar Binamarga Perletakan Elastomer Type "A" Drain pipe PVC sekualitas Rucika Sparing installasi listrik Plesteran + Acian Loneng, 1 : 3 Plesteran tiang sandaran Cat Tiang sandaran Cat Loneng
G-30 Dihitung Dihitung Dihitung Dihitung Ls E-13 E-13 N-14 N-14
m2 m' m' bh m' ls m2 m2 m2 m2
1 2 3 4
C. PEKERJAAN LAIN-LAIN Biaya Perijinan ke PSDA Kabupaten Tasikmalaya Pembuatan Jala/Jembatan Sementara Pembendungan Sungai selama proses Pek. Abutment Pembersihan bekas-bekas pembangunan
Ls Ls Ls Ls
Ls Ls Ls Ls
AN GARAN BIAYA
KORDINDHA MEDICA
VOL. 5
800.00 110.00 72.00
HARGA SAT. (Rp) 6
JML. HARGA (Rp)
JML. BIAYA (Rp) 7
9,000 7,200,000 65,000 7,150,000 1,100,000 79,200,000 JUMLAH PEKERJAAN PERSIAPAN
2,484.00 450,000 1,117,800,000 2,484.00 260,000 645,840,000 138.00 60,000 8,280,000 1.00 27,500,000 27,500,000 JUMLAH PEKERJAAN PONDASI MINI PILE
8
93,550,000.00
TOTAL JUMLAH PEK.NON STANDAR
1,799,420,000.00 1,892,970,000.00
361.67 185,000 66,908,950 542.50 28,680 15,558,900 542.50 28,680 15,558,900 11.17 165,000 1,843,337 11.17 165,000 1,843,337 JUMLAH PEKERJAAN GALIAN DAN URUGAN
101,713,424.20
89.70 17,940.00 41.94
850,000 11,880 143,400
89.70 17,940.00 41.94
850,000 11,880 143,400
96.75
850,000
76,245,000.00 213,127,200.00 6,014,196.00 76,245,000.00 213,127,200.00 6,014,196.00 82,237,500.00
19,350.00 155.10
11,880 250,000
96.75 19,350.00 155.10
850,000 11,880 250,000
18.00 3,600.00 83.16
850,000 11,880 250,000
18.00 3,600.00 83.16
850,000 11,880 250,000
7.35 1,102.50 61.60
850,000 11,880 250,000
229,878,000.00 38,775,000.00 82,237,500.00 229,878,000.00 38,775,000.00 15,300,000.00 42,768,000.00 20,790,000.00 15,300,000.00 42,768,000.00 20,790,000.00 6,247,500.00 13,097,700.00 15,400,000.00
7.35 1,102.50 61.60
850,000 11,880 250,000
22.50 3,375.00 9.00
850,000 11,880 172,000
22.50 3,375.00 9.00 11.17 11.17
850,000 11,880 172,000 625,000 625,000
6,247,500.00 13,097,700.00 15,400,000.00 19,125,000.00 40,095,000.00 1,548,000.00 19,125,000.00 40,095,000.00 1,548,000.00 6,981,250.00 6,981,250.00
JUMLAH PEKERJAAN SUB-STRUKTUR
253.80 76,140.00 1,184.40 42.00 12,600.00 222.00 141.00 35,250.00 394.80 14.40 1,440.00 100.00
233,496,000.00 904,543,200.00 346,437,000.00 920,000.00 38,640,000.00 11,880.00 149,688,000.00 292,500.00 64,935,000.00 920,000.00 129,720,000.00 11,880.00 418,770,000.00 458,000.00 180,818,400.00 920,000.00 13,248,000.00 11,880.00 17,107,200.00 292,500.00 29,250,000.00 JUMLAH PEKERJAAN UP-STRUKTUR
1,655,258,692.00
920,000.00 11,880.00 292,500.00
6.77 1,353.60 10.60
650,000.00 11,880.00 458,000.00
1.88 207.68 11.76
850,000.00 11,880.00 156,000.00
5.76 576.00
650,000.00 11,880.00
4,400,500.00 16,080,768.00 4,854,800.00 1,598,000.00 2,467,238.40 1,834,560.00 3,744,000.00 6,842,880.00
2,526,652,800.00
32.64 60.00 112.80 36.00 24.00 1.00 39.17 11.76 11.76 39.17
258,000.00 8,421,120.00 700,000.00 42,000,000.00 300,000.00 33,840,000.00 10,000,000.00 360,000,000.00 175,000.00 4,200,000.00 750,000.00 750,000.00 53,000.00 2,076,010.00 53,000.00 623,280.00 48,000.00 564,480.00 48,000.00 1,880,160.00 JUMLAH PEKERJAAN PELENGKAP
496,177,796.40
1.00 1.00 1.00 1.00
JUMLAH TOTAL PEK.STANDAR
4,779,802,712.60
10,000,000.00 10,000,000.00 50,000,000.00 50,000,000.00 40,000,000.00 40,000,000.00 25,000,000.00 25,000,000.00 JUMLAH PEKERJAAN LAIN-LAIN
125,000,000.00
JUMLAH TOTAL
6,797,772,712.60
Andreas
: PEMBANGUNAN SARANA DAN PRASARANA RUMAH SAKIT KORDINDHA MEDIC CIAWI - TASIKMALAYA PEKERJAAN : PEMBANGUNAN JEMBATAN TAHUN : 2011 PENAWAR NO
URAIAN PEKERJAAN
1
2
KODE ANALISA 3
SAT 4
A. PEKERJAAN NON STANDAR I
PEKERJAAN PERSIAPAN
1 2 3
Pembersihan Lahan/Semak dan Perataan
II 1 2 3 4
PEKERJAAN PONDASI PANCANG DIA. 40CM Pengadaan Tiang Pancang Dia 40 cm Beton K - 500 Biaya Upah Pemancangan Upah Pembobolan Kepala Tiang Pancang Mobilisasi dan Demobilisasi Alat dan Material Pancang)
Pengukuran dan Pemasangan Bouwplank Pembuatan Direksi Keet
A-03 A-01 A-06
m2 m' m2
Dihitung Dihitung Dihitung Dihitung
m' m' titik Ls
JUML
B. PEKERJAAN STANDAR I 1 2 3 4 5
PEKERJAAN GALIAN DAN URUGAN Urugan Tanah Pilihan Pengisi Wing Wall Galian Tanah Struktur Pondasi Jembatan (Abutmen-1) Galian Tanah Struktur Pondasi Jembatan (Abutmen-2) Urugan Pasir Dibawah Foot Abutmen-1, t= 10 cm Urugan Pasir Dibawah Foot Abutmen-2, t= 10 cm
B-15 B-02 B-02 B-11 B-11
m3 m3 m3 m3 m3
JUMLAH II 2.1 1
2
3
PEKERJAAN PONDASI & BETON Sub-struktur Pondasi Foot Plate Abutment-1 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Pondasi Foof Plate Abutment-2 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Dinding Abutment-1 - Cor Beton K-300
Dihit. G-36 G-25 G-28
m3 Kg m2
Dihit. G-36 G-25 G-28
m3 Kg m2
Dihit. G-36
m3
4
5
6
7
-Tulangan (200 kg/m3) -Bekisting Dinding Abutment-2 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Kepala Abutment-1 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Kepala Abutmnet-2 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Wing Wall Abutment-1 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting
G-25 G-30
Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
8
9
10
11 12
Wing Wall Abutment-2 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting Pelat Injak Abutmnet-1 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting Pelat Injak Abutmnet-2 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting Lantai Kerja t= 10 cm Abutmnet-1 Lantai Kerja t= 10 cm Abutmnet-2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-28
m3 Kg m2
Dihit. G-36 G-25 G-28 G-01 G-01
m3 Kg m2 m3 m3
JU 2.2. Up-Struktur 2.2.1. Balok (Girder) 1 Balok (Girder) Utama - Cor Beton K-350 -Tulangan (300 kg/m3) -Bekisting 2 Balok Anak (Diafragma) - Cor Beton K-350 -Tulangan (300 kg/m3) -Bekisting 3 Pelat Lantai - Cor Beton K-350 -Tulangan (250 kg/m3) -Bekisting 4 Beton tumpukan dan geser untuk elastomer - Cor Beton K-350 -Tulangan (100 kg/m3) -Bekisting
Dihit. G-36 G-25 G-31
m3 Kg m2
Dihit. G-36 G-25 G-31
m3 Kg m2
Dihit. G-36 G-25 G-32
m3 Kg m2
Dihit. G-36 G-25 G-31
m3 Kg m2
Dihit. G-36 G-25 G-32
m3 Kg m2
Dihit. G-36 G-25 G-29
m3 Kg m2
Dihit. G-36 G-25
m3 Kg
2.2.2. Pelengkap 1
2
3
Trotoir beton 1 : 2 : 3 (setara K-175) - Cor Beton K-175 -Tulangan -Bekisting Dinding/Pondasi Sandaran Jembatan - Cor Beton K-300 -Tulangan -Bekisting Loneng beton 1 : 2 : 3 (setara K-225) - Cor Beton K-225 -Tulangan
4 5 6 7 8 9 10 11 12
-Bekisting Expantion Joint Pipa sandaran besi standar Binamarga Perletakan Elastomer Type "A" Drain pipe PVC sekualitas Rucika Sparing installasi listrik Plesteran + Acian Loneng, 1 : 3 Plesteran tiang sandaran Cat Tiang sandaran Cat Loneng
G-30 Dihitung Dihitung Dihitung Dihitung Ls E-13 E-13 N-14 N-14
m2 m' m' bh m' ls m2 m2 m2 m2
1 2 3 4
C. PEKERJAAN LAIN-LAIN Biaya Perijinan ke PSDA Kabupaten Tasikmalaya Pembuatan Jala/Jembatan Sementara Pembendungan Sungai selama proses Pek. Abutment Pembersihan bekas-bekas pembangunan
Ls Ls Ls Ls
Ls Ls Ls Ls
AN GARAN BIAYA
KORDINDHA MEDICA
VOL. 5
800.00 110.00 72.00
HARGA SAT. (Rp) 6
JML. HARGA (Rp)
JML. BIAYA (Rp) 7
8,000 6,400,000 59,500 6,545,000 950,000 68,400,000 JUMLAH PEKERJAAN PERSIAPAN
2,484.00 336,000 834,624,000 2,484.00 240,000 596,160,000 138.00 60,000 8,280,000 1.00 27,500,000 27,500,000 JUMLAH PEKERJAAN PONDASI MINI PILE
8
81,345,000.00
TOTAL JUMLAH PEK.NON STANDAR
1,466,564,000.00 1,547,909,000.00
361.67 185,000 66,908,950 542.50 28,680 15,558,900 542.50 28,680 15,558,900 11.17 140,000 1,564,044 11.17 140,000 1,564,044 JUMLAH PEKERJAAN GALIAN DAN URUGAN
101,154,837.20
89.70 17,940.00 41.94
790,000 11,880 143,400
89.70 17,940.00 41.94
790,000 11,880 143,400
96.75
790,000
70,863,000.00 213,127,200.00 6,014,196.00 70,863,000.00 213,127,200.00 6,014,196.00 76,432,500.00
19,350.00 155.10
11,880 250,000
96.75 19,350.00 155.10
790,000 11,880 250,000
18.00 3,600.00 83.16
790,000 11,880 250,000
18.00 3,600.00 83.16
790,000 11,880 250,000
7.35 1,102.50 61.60
790,000 11,880 250,000
229,878,000.00 38,775,000.00 76,432,500.00 229,878,000.00 38,775,000.00 14,220,000.00 42,768,000.00 20,790,000.00 14,220,000.00 42,768,000.00 20,790,000.00 5,806,500.00 13,097,700.00 15,400,000.00
7.35 1,102.50 61.60
790,000 11,880 250,000
22.50 3,375.00 9.00
790,000 11,880 172,000
22.50 3,375.00 9.00 11.17 11.17
790,000 11,880 172,000 625,000 625,000
5,806,500.00 13,097,700.00 15,400,000.00 17,775,000.00 40,095,000.00 1,548,000.00 17,775,000.00 40,095,000.00 1,548,000.00 6,981,250.00 6,981,250.00
JUMLAH PEKERJAAN SUB-STRUKTUR
253.80 76,140.00 1,184.40 42.00 12,600.00 222.00 141.00 35,250.00 394.80 14.40 1,440.00 100.00
213,192,000.00 904,543,200.00 346,437,000.00 840,000.00 35,280,000.00 11,880.00 149,688,000.00 292,500.00 64,935,000.00 840,000.00 118,440,000.00 11,880.00 418,770,000.00 458,000.00 180,818,400.00 840,000.00 12,096,000.00 11,880.00 17,107,200.00 292,500.00 29,250,000.00 JUMLAH PEKERJAAN UP-STRUKTUR
1,627,142,692.00
840,000.00 11,880.00 292,500.00
6.77 1,353.60 10.60
523,300.00 11,880.00 458,000.00
1.88 207.68 11.76
790,000.00 11,880.00 156,000.00
5.76 576.00
523,300.00 11,880.00
3,542,741.00 16,080,768.00 4,854,800.00 1,485,200.00 2,467,238.40 1,834,560.00 3,014,208.00 6,842,880.00
2,490,556,800.00
32.64 60.00 112.80 36.00 24.00 1.00 39.17 11.76 11.76 39.17
258,000.00 8,421,120.00 600,000.00 36,000,000.00 300,000.00 33,840,000.00 10,000,000.00 360,000,000.00 175,000.00 4,200,000.00 750,000.00 750,000.00 53,000.00 2,076,010.00 53,000.00 623,280.00 48,000.00 564,480.00 48,000.00 1,880,160.00 JUMLAH PEKERJAAN PELENGKAP
488,477,445.40
1.00 1.00 1.00 1.00
JUMLAH TOTAL PEK.STANDAR
4,707,331,774.60
10,000,000.00 10,000,000.00 50,000,000.00 50,000,000.00 40,000,000.00 40,000,000.00 25,000,000.00 25,000,000.00 JUMLAH PEKERJAAN LAIN-LAIN
125,000,000.00
JUMLAH TOTAL
6,380,240,774.60
Andreas
RINCIAN RENCANA ANGGARAN BIAYA KEGIATAN
: PEMBANGUNAN SARANA DAN PRASARANA RUMAH SAKIT KORDINDHA MEDIC CIAWI - TASIKMALAYA PEKERJAAN : PEMBANGUNAN JEMBATAN TAHUN : 2011 PENAWAR NO
URAIAN PEKERJAAN
1
2
KODE ANALISA 3
SAT 4
A. PEKERJAAN NON STANDAR I
PEKERJAAN PERSIAPAN
1 2 3
Pembersihan Lahan/Semak dan Perataan
II 1 2 3 4
PEKERJAAN PONDASI PANCANG DIA. 40CM Pengadaan Tiang Pancang Dia 40 cm Beton K - 500 Biaya Upah Pemancangan Upah Pembobolan Kepala Tiang Pancang Mobilisasi dan Demobilisasi Alat dan Material Pancang)
Pengukuran dan Pemasangan Bouwplank Pembuatan Direksi Keet
A-03 A-01 A-06
m2 m' m2
Dihitung Dihitung Dihitung Dihitung
m' m' titik Ls
JUML
B. PEKERJAAN STANDAR I 1 2 3 4 5
PEKERJAAN GALIAN DAN URUGAN Urugan Tanah Pilihan Pengisi Wing Wall Galian Tanah Struktur Pondasi Jembatan (Abutmen-1) Galian Tanah Struktur Pondasi Jembatan (Abutmen-2) Urugan Pasir Dibawah Foot Abutmen-1, t= 10 cm Urugan Pasir Dibawah Foot Abutmen-2, t= 10 cm
B-15 B-02 B-02 B-11 B-11
m3 m3 m3 m3 m3
JUMLAH II 2.1 1
2
3
PEKERJAAN PONDASI & BETON Sub-struktur Pondasi Foot Plate Abutment-1 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Pondasi Foof Plate Abutment-2 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Dinding Abutment-1 - Cor Beton K-300
Dihit. G-36 G-25 G-28
m3 Kg m2
Dihit. G-36 G-25 G-28
m3 Kg m2
Dihit. G-36
m3
4
5
6
7
-Tulangan (200 kg/m3) -Bekisting Dinding Abutment-2 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Kepala Abutment-1 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Kepala Abutmnet-2 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Wing Wall Abutment-1 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting
G-25 G-30
Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
8
9
10
11 12
Wing Wall Abutment-2 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting Pelat Injak Abutmnet-1 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting Pelat Injak Abutmnet-2 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting Lantai Kerja t= 10 cm Abutmnet-1 Lantai Kerja t= 10 cm Abutmnet-2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-28
m3 Kg m2
Dihit. G-36 G-25 G-28 G-01 G-01
m3 Kg m2 m3 m3
JU 2.2. Up-Struktur 2.2.1. Balok (Girder) 1 Balok (Girder) Utama - Cor Beton K-350 -Tulangan (300 kg/m3) -Bekisting 2 Balok Anak (Diafragma) - Cor Beton K-350 -Tulangan (300 kg/m3) -Bekisting 3 Pelat Lantai - Cor Beton K-350 -Tulangan (250 kg/m3) -Bekisting 4 Beton tumpukan dan geser untuk elastomer - Cor Beton K-350 -Tulangan (100 kg/m3) -Bekisting
Dihit. G-36 G-25 G-31
m3 Kg m2
Dihit. G-36 G-25 G-31
m3 Kg m2
Dihit. G-36 G-25 G-32
m3 Kg m2
Dihit. G-36 G-25 G-31
m3 Kg m2
Dihit. G-36 G-25 G-32
m3 Kg m2
Dihit. G-36 G-25 G-29
m3 Kg m2
Dihit. G-36 G-25
m3 Kg
2.2.2. Pelengkap 1
2
3
Trotoir beton 1 : 2 : 3 (setara K-175) - Cor Beton K-175 -Tulangan -Bekisting Dinding/Pondasi Sandaran Jembatan - Cor Beton K-300 -Tulangan -Bekisting Loneng beton 1 : 2 : 3 (setara K-225) - Cor Beton K-225 -Tulangan
4 5 6 7 8 9 10 11 12
-Bekisting Expantion Joint Pipa sandaran besi standar Binamarga Perletakan Elastomer Type "A" Drain pipe PVC sekualitas Rucika Sparing installasi listrik Plesteran + Acian Loneng, 1 : 3 Plesteran tiang sandaran Cat Tiang sandaran Cat Loneng
G-30 Dihitung Dihitung Dihitung Dihitung Ls E-13 E-13 N-14 N-14
m2 m' m' bh m' ls m2 m2 m2 m2
1 2 3 4
C. PEKERJAAN LAIN-LAIN Biaya Perijinan ke PSDA Kabupaten Tasikmalaya Pembuatan Jala/Jembatan Sementara Pembendungan Sungai selama proses Pek. Abutment Pembersihan bekas-bekas pembangunan
Ls Ls Ls Ls
Ls Ls Ls Ls
AN GARAN BIAYA
KORDINDHA MEDICA
VOL. 5
800.00 110.00 72.00
HARGA SAT. (Rp) 6
JML. HARGA (Rp)
JML. BIAYA (Rp) 7
9,000 7,200,000 65,000 7,150,000 1,100,000 79,200,000 JUMLAH PEKERJAAN PERSIAPAN
2,484.00 450,000 1,117,800,000 2,484.00 260,000 645,840,000 138.00 60,000 8,280,000 1.00 27,500,000 27,500,000 JUMLAH PEKERJAAN PONDASI MINI PILE
8
93,550,000.00
TOTAL JUMLAH PEK.NON STANDAR
1,799,420,000.00 1,892,970,000.00
361.67 185,000 66,908,950 542.50 28,680 15,558,900 542.50 28,680 15,558,900 11.17 165,000 1,843,337 11.17 165,000 1,843,337 JUMLAH PEKERJAAN GALIAN DAN URUGAN
101,713,424.20
89.70 17,940.00 41.94
850,000 11,880 143,400
89.70 17,940.00 41.94
850,000 11,880 143,400
96.75
850,000
76,245,000.00 213,127,200.00 6,014,196.00 76,245,000.00 213,127,200.00 6,014,196.00 82,237,500.00
19,350.00 155.10
11,880 250,000
96.75 19,350.00 155.10
850,000 11,880 250,000
18.00 3,600.00 83.16
850,000 11,880 250,000
18.00 3,600.00 83.16
850,000 11,880 250,000
7.35 1,102.50 61.60
850,000 11,880 250,000
229,878,000.00 38,775,000.00 82,237,500.00 229,878,000.00 38,775,000.00 15,300,000.00 42,768,000.00 20,790,000.00 15,300,000.00 42,768,000.00 20,790,000.00 6,247,500.00 13,097,700.00 15,400,000.00
7.35 1,102.50 61.60
850,000 11,880 250,000
22.50 3,375.00 9.00
850,000 11,880 172,000
22.50 3,375.00 9.00 11.17 11.17
850,000 11,880 172,000 625,000 625,000
6,247,500.00 13,097,700.00 15,400,000.00 19,125,000.00 40,095,000.00 1,548,000.00 19,125,000.00 40,095,000.00 1,548,000.00 6,981,250.00 6,981,250.00
JUMLAH PEKERJAAN SUB-STRUKTUR
253.80 76,140.00 1,184.40 42.00 12,600.00 222.00 141.00 35,250.00 394.80 14.40 1,440.00 100.00
233,496,000.00 904,543,200.00 346,437,000.00 920,000.00 38,640,000.00 11,880.00 149,688,000.00 292,500.00 64,935,000.00 920,000.00 129,720,000.00 11,880.00 418,770,000.00 458,000.00 180,818,400.00 920,000.00 13,248,000.00 11,880.00 17,107,200.00 292,500.00 29,250,000.00 JUMLAH PEKERJAAN UP-STRUKTUR
1,655,258,692.00
920,000.00 11,880.00 292,500.00
6.77 1,353.60 10.60
650,000.00 11,880.00 458,000.00
1.88 207.68 11.76
850,000.00 11,880.00 156,000.00
5.76 576.00
650,000.00 11,880.00
4,400,500.00 16,080,768.00 4,854,800.00 1,598,000.00 2,467,238.40 1,834,560.00 3,744,000.00 6,842,880.00
2,526,652,800.00
32.64 60.00 112.80 36.00 24.00 1.00 39.17 11.76 11.76 39.17
258,000.00 8,421,120.00 70,000.00 4,200,000.00 300,000.00 33,840,000.00 10,000,000.00 360,000,000.00 175,000.00 4,200,000.00 750,000.00 750,000.00 53,000.00 2,076,010.00 53,000.00 623,280.00 48,000.00 564,480.00 48,000.00 1,880,160.00 JUMLAH PEKERJAAN PELENGKAP
458,377,796.40
1.00 1.00 1.00 1.00
JUMLAH TOTAL PEK.STANDAR
4,742,002,712.60
10,000,000.00 10,000,000.00 50,000,000.00 50,000,000.00 40,000,000.00 40,000,000.00 25,000,000.00 25,000,000.00 JUMLAH PEKERJAAN LAIN-LAIN
125,000,000.00
JUMLAH TOTAL
6,759,972,712.60
Andreas
RINCIAN RENCANA ANGGARAN BIAYA KEGIATAN PEKERJAAN TAHUN
: PEMBANGUNAN SARANA DAN PRASARANA RUMAH SAKIT KORDINDHA MEDICA CIAWI - TASIKMALAYA : PEMBANGUNAN JEMBATAN : 2011-2012
NO
URAIAN PEKERJAAN
1
2
KODE ANALISA 3
SAT 4
A. PEKERJAAN NON STANDAR I
PEKERJAAN PERSIAPAN
1 2 3
Pembersihan Lahan/Semak dan Perataan
II 1 2 3 4
PEKERJAAN PONDASI PANCANG DIA. 40CM Pengadaan Tiang Pancang Dia 40 cm Beton K - 500 Biaya Upah Pemancangan Upah Pembobolan Kepala Tiang Pancang Mobilisasi dan Demobilisasi Alat dan Material Pancang)
Pengukuran dan Pemasangan Bouwplank Pembuatan Direksi Keet
A-03 A-01 A-06
m2 m' m2
Dihitung Dihitung Dihitung Dihitung
m' m' titik Ls
JU
B. PEKERJAAN STANDAR I 1 2 3 4 5 II 2.1 1
2
3
PEKERJAAN GALIAN DAN URUGAN Urugan Tanah Pilihan Pengisi Wing Wall Galian Tanah Struktur Pondasi Jembatan (Abutmen-1) Galian Tanah Struktur Pondasi Jembatan (Abutmen-2) Urugan Pasir Dibawah Foot Abutmen-1, t= 10 cm Urugan Pasir Dibawah Foot Abutmen-2, t= 10 cm PEKERJAAN PONDASI & BETON Sub-struktur Pondasi Foot Plate Abutment-1 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Pondasi Foof Plate Abutment-2 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Dinding Abutment-1 - Cor Beton K-300 -Tulangan (200 kg/m3)
B-15 B-02 B-02 B-11 B-11
m3 m3 m3 m3 m3
Dihit. G-36 G-25 G-28
m3 Kg m2
Dihit. G-36 G-25 G-28
m3 Kg m2
Dihit. G-36 G-25
m3 Kg
4
5
6
7
8
9
-Bekisting Dinding Abutment-2 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Kepala Abutment-1 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Kepala Abutmnet-2 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Wing Wall Abutment-1 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting Wing Wall Abutment-2 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting Pelat Injak Abutmnet-1 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting
G-30
m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-28
m3 Kg m2
10
11 12
Pelat Injak Abutmnet-2 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting Lantai Kerja t= 10 cm Abutmnet-1 Lantai Kerja t= 10 cm Abutmnet-2
2.2. Up-Struktur 2.2.1. Balok (Girder) 1 Balok (Girder) Utama - Cor Beton K-350 -Tulangan (300 kg/m3) -Bekisting 2 Balok Anak (Diafragma) - Cor Beton K-350 -Tulangan (300 kg/m3) -Bekisting 3 Pelat Lantai - Cor Beton K-350 -Tulangan (250 kg/m3) -Bekisting 4 Beton tumpukan dan geser untuk elastomer - Cor Beton K-350 -Tulangan (100 kg/m3) -Bekisting
Dihit. G-36 G-25 G-28 G-01 G-01
m3 Kg m2 m3 m3
Dihit. G-36 G-25 G-31
m3 Kg m2
Dihit. G-36 G-25 G-31
m3 Kg m2
Dihit. G-36 G-25 G-32
m3 Kg m2
Dihit. G-36 G-25 G-31
m3 Kg m2
Dihit. G-36 G-25 G-32
m3 Kg m2
Dihit. G-36 G-25 G-29
m3 Kg m2
Dihit. G-36 G-25 G-30 Dihitung Dihitung Dihitung Dihitung Ls E-13 E-13
m3 Kg m2 m' m' bh m' ls m2 m2
2.2.2. Pelengkap 1
2
3
4 5 6 7 8 9 10
Trotoir beton 1 : 2 : 3 (setara K-175) - Cor Beton K-175 -Tulangan -Bekisting Dinding/Pondasi Sandaran Jembatan - Cor Beton K-300 -Tulangan -Bekisting Loneng beton 1 : 2 : 3 (setara K-225) - Cor Beton K-225 -Tulangan -Bekisting Expantion Joint Pipa sandaran besi standar Binamarga Perletakan Elastomer Type "A" Drain pipe PVC sekualitas Rucika Sparing installasi listrik Plesteran + Acian Loneng, 1 : 3 Plesteran tiang sandaran
11 12
1 2 3 4
Cat Tiang sandaran Cat Loneng
C. PEKERJAAN LAIN-LAIN Biaya Perijinan ke PSDA Kabupaten Tasikmalaya Pembuatan Jala/Jembatan Sementara Pembendungan Sungai selama proses Pek. Abutment Pembersihan bekas-bekas pembangunan
N-14 N-14
m2 m2
Ls Ls Ls Ls
Ls Ls Ls Ls
CIAN GGARAN BIAYA
DINDHA MEDICA
VOL. 5
800.00 110.00 72.00
HARGA SAT. (Rp) 6
JML. HARGA (Rp)
JML. BIAYA (Rp) 7
6,800 5,440,000 49,600 5,456,000 790,600 56,923,200 JUMLAH PEKERJAAN PERSIAPAN
2,484.00 280,000 695,520,000 2,484.00 200,000 496,800,000 138.00 50,000 6,900,000 1.00 25,000,000 25,000,000 JUMLAH PEKERJAAN PONDASI MINI PILE
8
67,819,200.00
TOTAL JUMLAH PEK.NON STANDAR
1,224,220,000.00 1,292,039,200.00
361.67 156,600 56,637,522 542.50 23,900 12,965,750 542.50 23,900 12,965,750 11.17 117,800 1,316,031 11.17 117,800 1,316,031 JUMLAH PEKERJAAN GALIAN DAN URUGAN
85,201,083.94
89.70 17,940.00 41.94
670,000 9,900 119,500
89.70 17,940.00 41.94
670,000 9,900 119,500
96.75 19,350.00
670,000 9,900
60,099,000.00 177,606,000.00 5,011,830.00 60,099,000.00 177,606,000.00 5,011,830.00 64,822,500.00 191,565,000.00
155.10
215,000
96.75 19,350.00 155.10
670,000 9,900 215,000
18.00 3,600.00 83.16
670,000 9,900 215,000
18.00 3,600.00 83.16
670,000 9,900 215,000
7.35 1,102.50 61.60
670,000 9,900 215,000
7.35 1,102.50 61.60
670,000 9,900 215,000
22.50 3,375.00 9.00
670,000 9,900 119,500
33,346,500.00 64,822,500.00 191,565,000.00 33,346,500.00 12,060,000.00 35,640,000.00 17,879,400.00 12,060,000.00 35,640,000.00 17,879,400.00 4,924,500.00 10,914,750.00 13,244,000.00 4,924,500.00 10,914,750.00 13,244,000.00 15,075,000.00 33,412,500.00 1,075,500.00
22.50 3,375.00 9.00 11.17 11.17
670,000 9,900 119,500 523,300 523,300
15,075,000.00 33,412,500.00 1,075,500.00 5,845,261.00 5,845,261.00
JUMLAH PEKERJAAN SUB-STRUKTUR
253.80 76,140.00 1,184.40 42.00 12,600.00 222.00 141.00 35,250.00 394.80 14.40 1,440.00 100.00
177,660,000.00 753,786,000.00 290,178,000.00 700,000.00 29,400,000.00 9,900.00 124,740,000.00 245,000.00 54,390,000.00 700,000.00 98,700,000.00 9,900.00 348,975,000.00 385,300.00 152,116,440.00 700,000.00 10,080,000.00 9,900.00 14,256,000.00 245,000.00 24,500,000.00 JUMLAH PEKERJAAN UP-STRUKTUR
1,365,043,482.00
700,000.00 9,900.00 245,000.00
6.77 1,353.60 10.60
523,300.00 9,900.00 385,300.00
1.88 207.68 11.76
670,000.00 9,900.00 130,200.00
5.76 576.00 32.64 60.00 112.80 36.00 24.00 1.00 39.17 11.76
523,300.00 9,900.00 215,000.00 500,000.00 250,000.00 9,000,000.00 150,000.00 500,000.00 40,100.00 40,100.00
3,542,741.00 13,400,640.00 4,084,180.00 1,259,600.00 2,056,032.00 1,531,152.00 3,014,208.00 5,702,400.00 7,017,600.00 30,000,000.00 28,200,000.00 324,000,000.00 3,600,000.00 500,000.00 1,570,717.00 471,576.00
2,078,781,440.00
11.76 39.17
1.00 1.00 1.00 1.00
36,300.00 426,888.00 36,300.00 1,421,871.00 JUMLAH PEKERJAAN PELENGKAP JUMLAH TOTAL PEK.STANDAR
431,799,605.00 3,960,825,610.94
10,000,000.00 10,000,000.00 50,000,000.00 50,000,000.00 40,000,000.00 40,000,000.00 25,000,000.00 25,000,000.00 JUMLAH PEKERJAAN LAIN-LAIN
125,000,000.00
JUMLAH TOTAL
5,377,864,810.94
RINCIAN RENCANA ANGGARAN BIAYA KEGIATAN
: PEMBANGUNAN SARANA DAN PRASARANA RUMAH SAKIT KORDINDHA MEDIC CIAWI - TASIKMALAYA PEKERJAAN : PEMBANGUNAN JEMBATAN TAHUN : 2011 PENAWAR NO
URAIAN PEKERJAAN
1
2
KODE ANALISA 3
SAT 4
A. PEKERJAAN NON STANDAR I
PEKERJAAN PERSIAPAN
1 2 3
Pembersihan Lahan/Semak dan Perataan
II 1 2 3 4
PEKERJAAN PONDASI PANCANG DIA. 40CM Pengadaan Tiang Pancang Dia 40 cm Beton K - 500 Biaya Upah Pemancangan Upah Pembobolan Kepala Tiang Pancang Mobilisasi dan Demobilisasi Alat dan Material Pancang)
Pengukuran dan Pemasangan Bouwplank Pembuatan Direksi Keet
A-03 A-01 A-06
m2 m' m2
Dihitung Dihitung Dihitung Dihitung
m' m' titik Ls
JUML
B. PEKERJAAN STANDAR I 1 2 3 4 5
PEKERJAAN GALIAN DAN URUGAN Urugan Tanah Pilihan Pengisi Wing Wall Galian Tanah Struktur Pondasi Jembatan (Abutmen-1) Galian Tanah Struktur Pondasi Jembatan (Abutmen-2) Urugan Pasir Dibawah Foot Abutmen-1, t= 10 cm Urugan Pasir Dibawah Foot Abutmen-2, t= 10 cm
B-15 B-02 B-02 B-11 B-11
m3 m3 m3 m3 m3
JUMLAH II 2.1 1
2
3
PEKERJAAN PONDASI & BETON Sub-struktur Pondasi Foot Plate Abutment-1 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Pondasi Foof Plate Abutment-2 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Dinding Abutment-1 - Cor Beton K-300
Dihit. G-36 G-25 G-28
m3 Kg m2
Dihit. G-36 G-25 G-28
m3 Kg m2
Dihit. G-36
m3
4
5
6
7
-Tulangan (200 kg/m3) -Bekisting Dinding Abutment-2 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Kepala Abutment-1 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Kepala Abutmnet-2 - Cor Beton K-300 -Tulangan (200 kg/m3) -Bekisting Wing Wall Abutment-1 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting
G-25 G-30
Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-30
m3 Kg m2
8
9
10
11 12
Wing Wall Abutment-2 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting Pelat Injak Abutmnet-1 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting Pelat Injak Abutmnet-2 - Cor Beton K-300 -Tulangan (150 kg/m3) -Bekisting Lantai Kerja t= 10 cm Abutmnet-1 Lantai Kerja t= 10 cm Abutmnet-2
Dihit. G-36 G-25 G-30
m3 Kg m2
Dihit. G-36 G-25 G-28
m3 Kg m2
Dihit. G-36 G-25 G-28 G-01 G-01
m3 Kg m2 m3 m3
JU 2.2. Up-Struktur 2.2.1. Balok (Girder) 1 Balok (Girder) Utama - Cor Beton K-350 -Tulangan (300 kg/m3) -Bekisting 2 Balok Anak (Diafragma) - Cor Beton K-350 -Tulangan (300 kg/m3) -Bekisting 3 Pelat Lantai - Cor Beton K-350 -Tulangan (250 kg/m3) -Bekisting 4 Beton tumpukan dan geser untuk elastomer - Cor Beton K-350 -Tulangan (100 kg/m3) -Bekisting
Dihit. G-36 G-25 G-31
m3 Kg m2
Dihit. G-36 G-25 G-31
m3 Kg m2
Dihit. G-36 G-25 G-32
m3 Kg m2
Dihit. G-36 G-25 G-31
m3 Kg m2
Dihit. G-36 G-25 G-32
m3 Kg m2
Dihit. G-36 G-25 G-29
m3 Kg m2
Dihit. G-36 G-25
m3 Kg
2.2.2. Pelengkap 1
2
3
Trotoir beton 1 : 2 : 3 (setara K-175) - Cor Beton K-175 -Tulangan -Bekisting Dinding/Pondasi Sandaran Jembatan - Cor Beton K-300 -Tulangan -Bekisting Loneng beton 1 : 2 : 3 (setara K-225) - Cor Beton K-225 -Tulangan
4 5 6 7 8 9 10 11 12
-Bekisting Expantion Joint Pipa sandaran besi standar Binamarga Perletakan Elastomer Type "A" Drain pipe PVC sekualitas Rucika Sparing installasi listrik Plesteran + Acian Loneng, 1 : 3 Plesteran tiang sandaran Cat Tiang sandaran Cat Loneng
G-30 Dihitung Dihitung Dihitung Dihitung Ls E-13 E-13 N-14 N-14
m2 m' m' bh m' ls m2 m2 m2 m2
1 2 3 4
C. PEKERJAAN LAIN-LAIN Biaya Perijinan ke PSDA Kabupaten Tasikmalaya Pembuatan Jala/Jembatan Sementara Pembendungan Sungai selama proses Pek. Abutment Pembersihan bekas-bekas pembangunan
Ls Ls Ls Ls
Ls Ls Ls Ls
AN GARAN BIAYA
KORDINDHA MEDICA
VOL. 5
800.00 110.00 72.00
HARGA SAT. (Rp) 6
JML. HARGA (Rp)
JML. BIAYA (Rp) 7
9,000 7,200,000 65,000 7,150,000 1,100,000 79,200,000 JUMLAH PEKERJAAN PERSIAPAN
2,484.00 450,000 1,117,800,000 2,484.00 260,000 645,840,000 138.00 60,000 8,280,000 1.00 27,500,000 27,500,000 JUMLAH PEKERJAAN PONDASI MINI PILE
8
93,550,000.00
TOTAL JUMLAH PEK.NON STANDAR
1,799,420,000.00 1,892,970,000.00
361.67 185,000 66,908,950 542.50 28,680 15,558,900 542.50 28,680 15,558,900 11.17 165,000 1,843,337 11.17 165,000 1,843,337 JUMLAH PEKERJAAN GALIAN DAN URUGAN
101,713,424.20
89.70 17,940.00 41.94
850,000 11,880 143,400
89.70 17,940.00 41.94
850,000 11,880 143,400
96.75
850,000
76,245,000.00 213,127,200.00 6,014,196.00 76,245,000.00 213,127,200.00 6,014,196.00 82,237,500.00
19,350.00 155.10
11,880 250,000
96.75 19,350.00 155.10
850,000 11,880 250,000
18.00 3,600.00 83.16
850,000 11,880 250,000
18.00 3,600.00 83.16
850,000 11,880 250,000
7.35 1,102.50 61.60
850,000 11,880 250,000
229,878,000.00 38,775,000.00 82,237,500.00 229,878,000.00 38,775,000.00 15,300,000.00 42,768,000.00 20,790,000.00 15,300,000.00 42,768,000.00 20,790,000.00 6,247,500.00 13,097,700.00 15,400,000.00
7.35 1,102.50 61.60
850,000 11,880 250,000
22.50 3,375.00 9.00
850,000 11,880 172,000
22.50 3,375.00 9.00 11.17 11.17
850,000 11,880 172,000 625,000 625,000
6,247,500.00 13,097,700.00 15,400,000.00 19,125,000.00 40,095,000.00 1,548,000.00 19,125,000.00 40,095,000.00 1,548,000.00 6,981,250.00 6,981,250.00
JUMLAH PEKERJAAN SUB-STRUKTUR
253.80 76,140.00 1,184.40 42.00 12,600.00 222.00 141.00 35,250.00 394.80 14.40 1,440.00 100.00
233,496,000.00 904,543,200.00 346,437,000.00 920,000.00 38,640,000.00 11,880.00 149,688,000.00 292,500.00 64,935,000.00 920,000.00 129,720,000.00 11,880.00 418,770,000.00 458,000.00 180,818,400.00 920,000.00 13,248,000.00 11,880.00 17,107,200.00 292,500.00 29,250,000.00 JUMLAH PEKERJAAN UP-STRUKTUR
1,655,258,692.00
920,000.00 11,880.00 292,500.00
6.77 1,353.60 10.60
650,000.00 11,880.00 458,000.00
1.88 207.68 11.76
850,000.00 11,880.00 156,000.00
5.76 576.00
650,000.00 11,880.00
4,400,500.00 16,080,768.00 4,854,800.00 1,598,000.00 2,467,238.40 1,834,560.00 3,744,000.00 6,842,880.00
2,526,652,800.00
32.64 60.00 112.80 36.00 24.00 1.00 39.17 11.76 11.76 39.17
258,000.00 8,421,120.00 700,000.00 42,000,000.00 300,000.00 33,840,000.00 10,000,000.00 360,000,000.00 175,000.00 4,200,000.00 750,000.00 750,000.00 53,000.00 2,076,010.00 53,000.00 623,280.00 48,000.00 564,480.00 48,000.00 1,880,160.00 JUMLAH PEKERJAAN PELENGKAP
496,177,796.40
1.00 1.00 1.00 1.00
JUMLAH TOTAL PEK.STANDAR
4,779,802,712.60
10,000,000.00 10,000,000.00 50,000,000.00 50,000,000.00 40,000,000.00 40,000,000.00 25,000,000.00 25,000,000.00 JUMLAH PEKERJAAN LAIN-LAIN
125,000,000.00
JUMLAH TOTAL
6,797,772,712.60
Andreas
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