This document contains cost estimates for various work divisions for a construction project. It provides unit costs and quantities for over 100 line items across 13 divisions, including site preparation, demolition, earthworks, drainage, paving, and concrete structures. The total estimated cost for all divisions is over 150 billion Indonesian Rupiah. Key work includes mobilization, site offices, surveys, pile foundations, drainage systems, subgrade preparation, paving layers, and precast concrete pile slabs.

1. (Rp) (Rp)
DIVISI 1 PEKERJAAN PERSIAPAN
1.01 Mobilisasi dan Demobilisasi ls 1.00 893,800,000.00 893,800,000.00
1.02 Temporary Site Office ls 1.00 1,677,000,000.00 1,677,000,000.00
1.03 Survey Topografi ls 1.00 336,000,000.00 336,000,000.00
1.04 Testing Material & Laboratorium ls 1.00 288,000,000.00 288,000,000.00
1.05 Dokumentasi ls 1.00 950,000,000.00 950,000,000.00
1.06 Penyelidikan Tanah Titik 44.00 26,000,000.00 1,144,000,000.00
1.07 Gudang Peralatan dan Bahan, Lahan untuk Stock Yard ls 1.00 325,000,000.00 325,000,000.00
1.08
Pengadaan Tenaga Listrik dan Penerangan, termasuk
Instalasi
ls 1.00 1,200,000,000.00 1,200,000,000.00
1.09 Mobile Crane termasuk Operator dan Bahan Bakar ls 1.00 13,235,000,000.00 13,235,000,000.00
1.10 Pengadaan Jalan Masuk Sementara ls -
1.11
Pengamanan Proyek Selama masa Pelaksanaan, termasuk
pembayaran Iuran / Pungutan
ls 1.00 2,100,000,000.00 2,100,000,000.00
1.12 Contractor's All Risk Insurance termasuk TPL, Fire, Theft ls - -
1.13 Fasilitas Safety, Health, Environment Dll. (K3L) ls 1.00 3,500,000,000.00 3,500,000,000.00
1.14 Sewa Alat Berat Untuk pekerjaan perkerasan Jalan ls - -
1.15
Pembongkaran dan Buangan Jalan Yang Terkena Jalur
Rencana
m2 15,000.00 72,263.33 1,083,950,000.00
1.16 Rekayasa Lalu Lintas Selama Pelaksanaan Proyek ls 1.00 480,000,000.00 480,000,000.00
1.17 Pekerjaan dan Penanganan Aliran air yang sudah ada ls 1.00 2,400,000,000.00 2,400,000,000.00
1.18 Survey Lalu Lintas (LHR) ls 1.00 10,000,000.00 10,000,000.00
1.19 Perijinan pengunaan akses Jalan Tol ls 1.00 500,000,000.00 500,000,000.00
1.20 Perijinan pengunaan akses Jalan Kereta Api ls 1.00 500,000,000.00 500,000,000.00
1.21 Uji Layak Operasi oleh BPJT ls 1.00 500,000,000.00 500,000,000.00
1.22 Uji Layak Fungsi oleh KKJTJ ls 1.00 1,000,000,000.00 1,000,000,000.00
1.23 BIM ls 1.00 10,000,000,000.00 10,000,000,000.00
TOTAL BIAYA UNTUK DIVISI 1 42,122,750,000.00
DIVISI 2 PEMBERSIHAN TEMPAT KERJA
2.01 Pembersihan Tempat Kerja M
2 96,000.00 6,397.32 614,142,431.37
TOTAL BIAYA UNTUK DIVISI 2 614,142,431.37
DIVISI 3 PEMBONGKARAN
3.01 Pembongkaran Pasangan Batu atau Struktur Beton m3 2,570.00 178,973.33 459,961,466.67
3.02 Pembongkaran Kerb m1 1,240.00 87,463.42 108,454,636.67
3.03 Pembongkaran Perkerasan Jalan Aspal atau Beton m2 10,280.00 120,892.58 1,242,775,756.67
3.04 Pembongkaran Rambu Lalu‐lintas buah 8.00 217,975.00 1,743,800.00
3.05 Pembongkaran Gedung/Rumah m2 15,000.00 47,825.00 717,375,000.00
3.06 Pemotongan Pohon batang 3,000.00 77,991.67 233,975,000.00
3.07 Bongkar Pasang MCB m1 140.00 284,343.75 39,808,125.00
3.08 Pembongkaran Selokan Pas. Batu Mortar m1 1,700.00 51,437.50 87,443,750.00
3.09 Pembongkaran Pagar ROW, Tipe ‐ 1 ( panel beton ) m1 580.00 131,837.50 76,465,750.00
3.10 Pembongkaran Pagar ROW, Tipe ‐ 2 ( kawat berduri ) m1 580.00 131,837.50 76,465,750.00
3.11 Pemindahan Panel Listrik buah 2.00 10,000,000.00 20,000,000.00
3.12 Pemindahan Tiang Listrik buah 24.00 15,000,000.00 360,000,000.00
3.13 Pemindahan Tiang PJU buah 28.00 10,000,000.00 280,000,000.00
3.14 Penanganan kabel listrik Ls 1.00 20,000,000.00 20,000,000.00
TOTAL BIAYA UNTUK DIVISI 3 3,724,469,035.00
DIVISI 4 PEKERJAAN TANAH
4.01 Galian Biasa untuk timbunan m3 21,750.00 18,485.79 402,066,016.71
4.02 Galian Biasa untuk dibuang m3 120,000.00 16,197.98 1,943,757,843.14
4.03 Borrow Material Tanah Merah m3 21,750.00 108,000.00 2,349,000,000.00
4.04 Borrow Material Limestone m3 120,000.00 108,000.00 12,960,000,000.00
4.05 Urugan Material Berbutir (Granular Backfill) m3 12,000.00 153,080.52 1,836,966,182.57
4.06 Blinding Stone/ Pasangan Batu Kosong m3 219.80 126,100.00 27,716,780.00
4.07 Timbunan Pilihan (Sirtu) m3 23,500.00 168,580.00 3,961,630,000.00
4.08 Soil Improvement m2 - -
4.09 Geotextile m2 43,500.00 19,047.50 828,566,250.00
TOTAL BIAYA UNTUK DIVISI 4 24,309,703,072.42
DIVISI 5 GALIAN STRUKTUR
5.01 Penggalian struktur sampai kedalaman tidak lebih dari 2 m m3 22,009.75 23,607.98 519,605,782.40
5.02
Penggalian struktur sampai kedalaman lebih dari 2 m, tapi tidak
lebih dari 4 m
m3 22,009.75 88,475.00 1,947,312,631.25
5.03 Penggalian struktur sampai kedalaman lebih dari 4 m m3 - - -
5.04
Tambahan biaya galian pada tempat yang mengandung air
tanah
m3 44,019.50 50,632.00 2,228,795,324.00
5.05 Buang hasil galian m3 44,019.50 17,209.41 757,549,701.18
TOTAL BIAYA UNTUK DIVISI 5 5,453,263,438.83
DIVISI 6 PEKERJAAN DRAINASE
6.01 Deck Drain buah 1,000.00 852,725.00 852,725,000.00
6.02 Pipa PVC Ø 200 mm m1 10,599.50 234,561.50 2,486,234,619.25
6.03 Aksesoris PVC set 145.00 569,050.00 82,512,250.00
6.04 Saluran , U - Ditch Ukuran 200 x 200 cm m1 1,039.00 3,340,725.00 3,471,013,275.00
6.04.1 Saluran , U - Ditch Ukuran 80 x 80 cm m1 2,000.00 819,725.00 1,639,450,000.00
6.05 Saluran, Box Culvert Ukuran 200 x 200 cm m1 60.00 3,895,725.00 233,743,500.00
6.08 Manhole , Ukuran 200 x 200 cm buah 8.00 3,286,725.00 26,293,800.00
6.09 Manhole , Ukuran 80 x 80 cm buah 54.00 2,136,725.00 115,383,150.00
DAFTAR KUANTIAS DAN HARGA
Harga Satuan Jumlah harga
ITEM PEKERJAANNO. ITEM SATUAN QUANTITY
TENDER
Seksi 3A Sta. 20+500 - 25+000

2. (Rp) (Rp)
Harga Satuan Jumlah harga
ITEM PEKERJAANNO. ITEM SATUAN QUANTITY
6.1 Retaining Wall CCSP m1 1,560.00 952,863.33 1,486,466,800.00
TOTAL BIAYA UNTUK DIVISI 6 10,393,822,394.25
DIVISI 7 SUBGRADE
7.01 Persiapan Tanah Dasar m2 13,198.69 26,677.00 352,101,453.13
TOTAL BIAYA UNTUK DIVISI 7 352,101,453.13
DIVISI 8 LAPIS PONDASI AGREGAT (SUBBASE)
8.01 Lapis Pondasi Agregat Kelas A m3 1,319.87 235,336.25 310,613,020.95
8.02 Lapis Pondasi Agregat Kelas B m3 3,959.61 223,336.25 884,323,778.85
TOTAL BIAYA UNTUK DIVISI 8 1,194,936,799.81
DIVISI 9 PERKERASAN
9.01 Bitumen Lapis Pengikat ( Tack Coat ) m2 130,500.00 10,915.38 1,424,456,437.50
9.02 Asphalt Concrete Binder Course Ton 7,503.75 1,175,750.00 8,822,534,062.50
9.03 Asphalt Concrete Wearing Course Ton 7,503.75 1,175,750.00 8,822,534,062.50
9.04
Perkerasan Beton Double Wire Mesh t = 30 cm non fly ash
Klas P
m3 3,959.61 1,960,376.61 7,762,320,928.87
9.05 Wet Lean Concrete ( t = 10 cm ) non fly ash m3 1,319.87 706,975.00 933,114,386.28
9.06 Plastic Sheet m2 13,198.69 2,596.88 34,275,348.09
9.07 Curing Compound m2 13,198.69 5,242.50 69,194,132.33
TOTAL BIAYA UNTUK DIVISI 9 27,868,429,358.06
DIVISI 10 STRUKTUR BETON
10.1 TEST TIANG PANCANG
10.1.1 Loading Test statis tiang beton bulat pre stress 60 cm titik 2.00 75,000,000.00 150,000,000.00
10.1.2 PDA test tiang beton bulat pre stress 60 cm titik 304.00 4,000,000.00 1,216,000,000.00
10.1.3 PIT Test tiang beton bulat pre stress 60 cm titik - -
-
10.1.4 Loading Test statis tiang beton bulat pre stress 80 cm titik 2.00 75,000,000.00 150,000,000.00
10.1.5 PDA test tiang beton bulat pre stress 80 cm titik 56.00 4,000,000.00 224,000,000.00
10.1.6 PIT Test tiang beton bulat pre stress 80 cm titik - -
-
10.2 Beton pengisi Tiang Pancang (Pile Head Treatment) K350 m3 1,703.80 2,249,236.05 3,832,238,037.98
-
10.3 PILED SLAB -
10.3.1 OPRIT A2 -
10.3.1.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 26,790.00 732,239.39 19,616,693,355.26
10.3.1.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 22,800.00 100,000.00 2,280,000,000.00
10.3.1.3 Concrete Pile Head (K500) m3 1,574.91 4,241,793.55 6,680,443,082.12
10.3.2 OPRIT A1 -
10.3.2.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 8,460.00 732,239.39 6,194,745,270.08
10.3.2.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 7,200.00 100,000.00 720,000,000.00
10.3.2.3 Concrete Pile Head (K500) m3 497.34 4,241,793.55 2,109,613,604.88
10.3.3 ON RAMP -
10.3.3.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 2,162.00 732,239.39 1,583,101,569.02
10.3.3.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 1,840.00 100,000.00 184,000,000.00
10.3.3.3 Concrete Pile Head (K500) m3 112.90 4,241,793.55 478,905,728.46
10.3.4 OFF RAMP -
10.3.4.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 658.00 732,239.39 481,813,521.01
10.3.4.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 560.00 100,000.00 56,000,000.00
10.3.4.3 Concrete Pile Head (K500) m3 46.17 4,241,793.55 195,822,929.53
-
10.3.5 FULL DECK SLAB -
10.3.5.1 Pengadaan PC Full Deck Slab unit 836.00 29,635,533.33 24,775,305,866.67
10.3.5.4 Pekerjaan Erection PC Full Deck Slab unit 836.00 1,708,050.00 1,427,929,800.00
10.3.5.5 Rubber Sheet Ukuran 40 cm x 2 cm m2 1,927.97 1,118,672.50 2,156,764,782.48
10.3.5.6 Asphaltic Plug Expansion Joint m1 378.00 2,366,725.00 894,622,050.00
10.3.5.7 Concrete Deck Slab untuk Piled Slab t= 10 cm (K500) m3 - -
10.3.5.8 Tie Beam m3 887.90 2,227,808.55 1,978,071,212.83
10.3.6 Pengadaan PC Strand dia. 0.6" Full Deck Slab kg 29,874.74 16,572.50 495,099,147.21
10.3.7 Stressing PC Strand dia. 0.6" Full Deck Slab kg 29,874.74 23,141.75 691,353,790.31
-
10.4 PERSIAPAN PILE CAP -
10.4.1 Urug pasir Padat Tebal 10 cm m3 1,153.28 187,812.15 216,599,994.15
10.4.2 Beton Lantai kerja t = 10 cm m3 1,153.28 706,975.00 815,340,128.00
10.4.3 Bobok Kepala Tiang Pancang dan Buang Keluar Lokasi titik 3,590.00 160,550.00 576,374,500.00
10.4.4 Proteksi Galian dengan Sheet Pile m1 9,000.00 976,168.63 8,785,517,694.62
-
10.5 PIER -
10.5.1 P29 -
10.5.1.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,230.00 732,239.39 3,097,372,635.04
10.5.1.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 3,600.00 100,000.00 360,000,000.00
10.5.1.3 Beton Pile Cap K350 m3 534.24 3,243,580.84 1,732,850,628.60
10.5.1.4 Beton Kolom Pier K350 m3 47.56 7,242,076.05 344,433,137.01
10.5.1.5 Beton Pier Head K500 m3 220.71 5,889,041.05 1,299,770,250.47
10.5.2 P28 -
10.5.2.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,230.00 732,239.39 3,097,372,635.04
Seksi 3A Sta. 20+500 - 25+000

3. (Rp) (Rp)
Harga Satuan Jumlah harga
ITEM PEKERJAANNO. ITEM SATUAN QUANTITY
10.5.2.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 3,600.00 100,000.00 360,000,000.00
10.5.2.3 Beton Pile Cap K350 m3 534.24 3,243,580.84 1,732,850,628.60
10.5.2.4 Beton Kolom Pier K350 m3 55.56 7,242,076.05 402,369,745.42
10.5.2.5 Beton Pier Head K500 m3 135.15 5,889,041.05 795,874,452.90
10.5.3 P27 -
10.5.3.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,230.00 732,239.39 3,097,372,635.04
10.5.3.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 3,600.00 100,000.00 360,000,000.00
10.5.3.3 Beton Pile Cap K350 m3 534.24 3,243,580.84 1,732,850,628.60
10.5.3.4 Beton Kolom Pier K350 m3 78.56 7,242,076.05 568,937,494.60
10.5.3.5 Beton Pier Head K500 m3 135.15 5,889,041.05 795,874,452.90
10.5.4 P26 -
10.5.4.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,230.00 732,239.39 3,097,372,635.04
10.5.4.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 3,600.00 100,000.00 360,000,000.00
10.5.4.3 Beton Pile Cap K350 m3 534.24 3,243,580.84 1,732,850,628.60
10.5.4.4 Beton Kolom Pier K350 m3 81.56 7,242,076.05 590,663,722.76
10.5.4.5 Beton Pier Head K500 m3 227.03 5,889,041.05 1,336,974,267.31
10.5.5 P25 -
10.5.5.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,230.00 732,239.39 3,097,372,635.04
10.5.5.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 3,600.00 100,000.00 360,000,000.00
10.5.5.3 Beton Pile Cap K350 m3 534.24 3,243,580.84 1,732,850,628.60
10.5.5.4 Beton Kolom Pier K350 m3 95.65 7,242,076.05 692,704,574.32
10.5.5.5 Beton Pier Head K500 m3 318.91 5,889,041.05 1,878,074,081.72
10.5.6 P24 -
10.5.6.1
Penyediaan tiang pancang beton bulat pretensioned, dia 80
cm
m1 3,120.00 1,860,278.98 5,804,070,408.11
10.5.6.2
Pemancangan tiang pancang beton bulat pretensioned, dia 80
cm
m1 2,700.00 207,911.68 561,361,545.00
10.5.6.3 Beton Pile Cap K350 m3 566.40 3,736,435.84 2,116,317,260.46
10.5.6.4 Beton Kolom Pier K350 m3 157.50 7,242,076.05 1,140,626,978.10
10.5.6.5 Beton Pier Head K500 m3 425.52 6,528,323.55 2,777,932,237.61
10.5.7 P23 -
10.5.7.1
Penyediaan tiang pancang beton bulat pretensioned, dia 80
cm
m1 3,744.00 1,860,278.98 6,964,884,489.74
10.5.7.2
Pemancangan tiang pancang beton bulat pretensioned, dia 80
cm
m1 3,240.00 207,911.68 673,633,854.00
10.5.7.3 Beton Pile Cap K350 m3 684.40 3,736,435.84 2,557,216,689.72
10.5.7.4 Beton Kolom Pier K350 m3 288.90 7,242,076.05 2,092,235,771.26
10.5.7.5 Beton Pier Head K500 m3 1,218.94 6,528,323.55 7,957,605,462.92
10.5.8 P22 -
10.5.8.1
Penyediaan tiang pancang beton bulat pretensioned, dia 80
cm
m1 3,744.00 1,860,278.98 6,964,884,489.74
10.5.8.2
Pemancangan tiang pancang beton bulat pretensioned, dia 80
cm
m1 3,240.00 207,911.68 673,633,854.00
10.5.8.3 Beton Pile Cap K350 m3 684.40 3,736,435.84 2,557,216,689.72
10.5.8.4 Beton Kolom Pier K350 m3 283.50 7,242,076.05 2,053,128,560.59
10.5.8.5 Beton Pier Head K500 m3 1,218.94 6,528,323.55 7,957,605,462.92
10.5.9 P21 -
10.5.9.1
Penyediaan tiang pancang beton bulat pretensioned, dia 80
cm
m1 3,120.00 1,860,278.98 5,804,070,408.11
10.5.9.2
Pemancangan tiang pancang beton bulat pretensioned, dia 80
cm
m1 2,700.00 207,911.68 561,361,545.00
10.5.9.3 Beton Pile Cap K350 m3 566.40 3,736,435.84 2,116,317,260.46
10.5.9.4 Beton Kolom Pier K350 m3 157.50 7,242,076.05 1,140,626,978.10
10.5.9.5 Beton Pier Head K500 m3 370.26 6,528,323.55 2,417,151,617.70
10.5.10 P20 -
10.5.10.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,700.00 732,239.39 3,441,525,150.04
10.5.10.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,000.00 100,000.00 400,000,000.00
10.5.10.3 Beton Pile Cap K350 m3 594.72 3,243,580.84 1,929,022,397.88
10.5.10.4 Beton Kolom Pier K350 m3 105.00 7,242,076.05 760,417,985.40
10.5.10.5 Beton Pier Head K500 m3 379.55 5,889,041.05 2,235,198,486.97
10.5.11 P19 -
10.5.11.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,700.00 732,239.39 3,441,525,150.04
10.5.11.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,000.00 100,000.00 400,000,000.00
10.5.11.3 Beton Pile Cap K350 m3 594.72 3,243,580.84 1,929,022,397.88
10.5.11.4 Beton Kolom Pier K350 m3 105.00 7,242,076.05 760,417,985.40
10.5.11.5 Beton Pier Head K500 m3 379.55 5,889,041.05 2,235,198,486.97
10.5.12 P18 -
10.5.12.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,700.00 732,239.39 3,441,525,150.04
10.5.12.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,000.00 100,000.00 400,000,000.00
10.5.12.3 Beton Pile Cap K350 m3 594.72 3,243,580.84 1,929,022,397.88
10.5.12.4 Beton Kolom Pier K350 m3 105.00 7,242,076.05 760,417,985.40
10.5.12.5 Beton Pier Head K500 m3 379.55 5,889,041.05 2,235,198,486.97
10.5.13 P17 -
10.5.13.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,700.00 732,239.39 3,441,525,150.04
10.5.13.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,000.00 100,000.00 400,000,000.00
10.5.13.3 Beton Pile Cap K350 m3 594.72 3,243,580.84 1,929,022,397.88
10.5.13.4 Beton Kolom Pier K350 m3 105.00 7,242,076.05 760,417,985.40
10.5.13.5 Beton Pier Head K500 m3 379.55 5,889,041.05 2,235,198,486.97
10.5.14 P16 -
10.5.14.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,700.00 732,239.39 3,441,525,150.04
Seksi 3A Sta. 20+500 - 25+000

4. (Rp) (Rp)
Harga Satuan Jumlah harga
ITEM PEKERJAANNO. ITEM SATUAN QUANTITY
10.5.14.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,000.00 100,000.00 400,000,000.00
10.5.14.3 Beton Pile Cap K350 m3 594.72 3,243,580.84 1,929,022,397.88
10.5.14.4 Beton Kolom Pier K350 m3 110.00 7,242,076.05 796,628,365.66
10.5.14.5 Beton Pier Head K500 m3 309.00 5,889,041.05 1,819,726,051.88
10.5.15 P15 -
10.5.15.1
Penyediaan tiang pancang beton bulat pretensioned, dia 80
cm
m1 3,744.00 1,860,278.98 6,964,884,489.74
10.5.15.2
Pemancangan tiang pancang beton bulat pretensioned, dia 80
cm
m1 3,240.00 207,911.68 673,633,854.00
10.5.15.3 Beton Pile Cap K350 m3 684.40 3,736,435.84 2,557,216,689.72
10.5.15.4 Beton Kolom Pier K350 m3 283.50 7,242,076.05 2,053,128,560.59
10.5.15.5 Beton Pier Head K500 m3 350.02 6,528,323.55 2,285,049,032.14
10.5.16 P14 -
10.5.16.1
Penyediaan tiang pancang beton bulat pretensioned, dia 80
cm
m1 3,744.00 1,860,278.98 6,964,884,489.74
10.5.16.2
Pemancangan tiang pancang beton bulat pretensioned, dia 80
cm
m1 3,240.00 207,911.68 673,633,854.00
10.5.16.3 Beton Pile Cap K350 m3 684.40 3,736,435.84 2,557,216,689.72
10.5.16.4 Beton Kolom Pier K350 m3 283.50 7,242,076.05 2,053,128,560.59
10.5.16.5 Beton Pier Head K500 m3 387.21 6,528,323.55 2,527,832,162.36
10.5.17 P13 -
10.5.17.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,700.00 732,239.39 3,441,525,150.04
10.5.17.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,000.00 100,000.00 400,000,000.00
10.5.17.3 Beton Pile Cap K350 m3 594.72 3,243,580.84 1,929,022,397.88
10.5.17.4 Beton Kolom Pier K350 m3 95.00 7,242,076.05 687,997,224.89
10.5.17.5 Beton Pier Head K500 m3 304.08 5,889,041.05 1,790,739,602.93
10.5.18 P12 -
10.5.18.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,700.00 732,239.39 3,441,525,150.04
10.5.18.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,000.00 100,000.00 400,000,000.00
10.5.18.3 Beton Pile Cap K350 m3 594.72 3,243,580.84 1,929,022,397.88
10.5.18.4 Beton Kolom Pier K350 m3 95.00 7,242,076.05 687,997,224.89
10.5.18.5 Beton Pier Head K500 m3 304.08 5,889,041.05 1,790,739,602.93
10.5.19 P11 -
10.5.19.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,700.00 732,239.39 3,441,525,150.04
10.5.19.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,000.00 100,000.00 400,000,000.00
10.5.19.3 Beton Pile Cap K350 m3 594.72 3,243,580.84 1,929,022,397.88
10.5.19.4 Beton Kolom Pier K350 m3 95.00 7,242,076.05 687,997,224.89
10.5.19.5 Beton Pier Head K500 m3 304.08 5,889,041.05 1,790,739,602.93
10.5.20 P10 -
10.5.20.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,700.00 732,239.39 3,441,525,150.04
10.5.20.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,000.00 100,000.00 400,000,000.00
10.5.20.3 Beton Pile Cap K350 m3 594.72 3,243,580.84 1,929,022,397.88
10.5.20.4 Beton Kolom Pier K350 m3 95.00 7,242,076.05 687,997,224.89
10.5.20.5 Beton Pier Head K500 m3 366.54 5,889,041.05 2,158,545,433.05
10.5.21 P9 -
10.5.21.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,700.00 732,239.39 3,441,525,150.04
10.5.21.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,000.00 100,000.00 400,000,000.00
10.5.21.3 Beton Pile Cap K350 m3 594.72 3,243,580.84 1,929,022,397.88
10.5.21.4 Beton Kolom Pier K350 m3 93.00 7,242,076.05 673,513,072.79
10.5.21.5 Beton Pier Head K500 m3 427.35 5,889,041.05 2,516,689,113.53
10.5.22 P8 -
10.5.22.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,700.00 732,239.39 3,441,525,150.04
10.5.22.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,000.00 100,000.00 400,000,000.00
10.5.22.3 Beton Pile Cap K350 m3 594.72 3,243,580.84 1,929,022,397.88
10.5.22.4 Beton Kolom Pier K350 m3 89.00 7,242,076.05 644,544,768.58
10.5.22.5 Beton Pier Head K500 m3 362.05 5,889,041.05 2,132,135,557.34
10.5.23 P7 -
10.5.23.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,700.00 732,239.39 3,441,525,150.04
10.5.23.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,000.00 100,000.00 400,000,000.00
10.5.23.3 Beton Pile Cap K350 m3 594.72 3,243,580.84 1,929,022,397.88
10.5.23.4 Beton Kolom Pier K350 m3 82.00 7,242,076.05 593,850,236.22
10.5.23.5 Beton Pier Head K500 m3 304.08 5,889,041.05 1,790,739,602.93
10.5.24 P6 -
10.5.24.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,700.00 732,239.39 3,441,525,150.04
10.5.24.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,000.00 100,000.00 400,000,000.00
10.5.24.3 Beton Pile Cap K350 m3 594.72 3,243,580.84 1,929,022,397.88
10.5.24.4 Beton Kolom Pier K350 m3 78.00 7,242,076.05 564,881,932.01
10.5.24.5 Beton Pier Head K500 m3 304.08 5,889,041.05 1,790,739,602.93
10.5.25 P5 -
10.5.25.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,700.00 732,239.39 3,441,525,150.04
10.5.25.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,000.00 100,000.00 400,000,000.00
10.5.25.3 Beton Pile Cap K350 m3 594.72 3,243,580.84 1,929,022,397.88
10.5.25.4 Beton Kolom Pier K350 m3 73.00 7,242,076.05 528,671,551.76
10.5.25.5 Beton Pier Head K500 m3 304.08 5,889,041.05 1,790,739,602.93
10.5.26 P4 -
10.5.26.1
Penyediaan tiang pancang beton bulat pretensioned, dia 80
cm
m1 3,744.00 1,860,278.98 6,964,884,489.74
Seksi 3A Sta. 20+500 - 25+000

5. (Rp) (Rp)
Harga Satuan Jumlah harga
ITEM PEKERJAANNO. ITEM SATUAN QUANTITY
10.5.26.2
Pemancangan tiang pancang beton bulat pretensioned, dia 80
cm
m1 3,240.00 207,911.68 673,633,854.00
10.5.26.3 Beton Pile Cap K350 m3 684.40 3,736,435.84 2,557,216,689.72
10.5.26.4 Beton Kolom Pier K350 m3 189.00 7,242,076.05 1,368,752,373.72
10.5.26.5 Beton Pier Head K500 m3 293.14 6,528,323.55 1,913,725,822.52
10.5.27 P3 -
10.5.27.1
Penyediaan tiang pancang beton bulat pretensioned, dia 80
cm
m1 3,744.00 1,860,278.98 6,964,884,489.74
10.5.27.2
Pemancangan tiang pancang beton bulat pretensioned, dia 80
cm
m1 3,240.00 207,911.68 673,633,854.00
10.5.27.3 Beton Pile Cap K350 m3 684.40 3,736,435.84 2,557,216,689.72
10.5.27.4 Beton Kolom Pier K350 m3 189.00 7,242,076.05 1,368,752,373.72
10.5.27.5 Beton Pier Head K500 m3 385.83 6,528,323.55 2,518,823,075.86
10.5.28 P2 -
10.5.28.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,230.00 732,239.39 3,097,372,635.04
10.5.28.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 3,600.00 100,000.00 360,000,000.00
10.5.28.3 Beton Pile Cap K350 m3 534.24 3,243,580.84 1,732,850,628.60
10.5.28.4 Beton Kolom Pier K350 m3 60.56 7,242,076.05 438,580,125.68
10.5.28.5 Beton Pier Head K500 m3 135.15 5,889,041.05 795,874,452.90
10.5.29 P1 -
10.5.29.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 4,230.00 732,239.39 3,097,372,635.04
10.5.29.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 3,600.00 100,000.00 360,000,000.00
10.5.29.3 Beton Pile Cap K350 m3 534.24 3,243,580.84 1,732,850,628.60
10.5.29.4 Beton Kolom Pier K350 m3 47.56 7,242,076.05 344,433,137.01
10.5.29.5 Beton Pier Head K500 m3 220.71 5,889,041.05 1,299,770,250.47
-
10.5.30 Pengadaan PC Strand dia. 0.6" Portal Pier Head kg 50,805.22 16,572.50 841,969,442.16
10.5.31 Stressing PC Strand dia. 0.6" Portal Pier Head kg 50,805.22 23,141.75 1,175,721,607.37
-
10.6.1 PC. I-Girder, L=40,6m', T=2,10m', CTC=2,10m' K600 unit 70.00 248,807,700.00 17,416,539,000.00
10.6.2 Pekerjaan Erection PC I-Girder unit 70.00 70,445,775.00 4,931,204,250.00
10.6.3 LRB untuk PCI Girder (250 ton) unit 140.00 44,800,000.00 6,272,000,000.00
10.6.4 Beton Diafragma PCI Girder (K350) m3 794.64 2,382,916.61 1,893,560,852.59
10.6.5 Span Deck untuk PCI Girder m2 15,127.00 148,250.00 2,242,578,159.17
10.6.6 Concrete Deck Slab PCI Girder (K350)
10.6.6.1 P29 - P28 m3 284.11 3,238,518.55 920,092,267.13
10.6.6.2 P28 - P27 m3 284.11 3,238,518.55 920,092,267.13
10.6.6.3 P27 - P26 m3 284.11 3,238,518.55 920,092,267.13
10.6.6.4 P26 - P25 m3 294.38 3,238,518.55 953,348,614.14
10.6.6.5 P25 - P24 m3 294.38 3,238,518.55 953,348,614.14
10.6.6.6 P3 - P2 m3 286.40 3,238,518.55 927,519,517.97
10.6.6.7 P2 - P1 m3 284.11 3,238,518.55 920,092,267.13
10.6.7 Sambungan Ekspansi Expansion Joint PCI Girder, Move m1 147.00 4,866,725.00 715,408,575.00
10.6.8 Sambungan Ekspansi Expansion Joint PCI Girder, Fix m1 147.00 4,866,725.00 715,408,575.00
-
10.7 ON RAMP -
10.7.1 PO 6 -
10.7.1.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 705.00 732,239.39 516,228,772.51
10.7.1.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 600.00 100,000.00 60,000,000.00
10.7.1.3 Beton Pile Cap K350 m3 80.64 3,243,580.84 261,562,359.03
10.7.1.4 Beton Kolom Pier K350 m3 19.58 7,242,076.05 141,763,638.71
10.7.1.5 Beton Pier Head K500 m3 14.46 5,889,041.05 85,137,277.58
10.7.2 PO 5 -
10.7.2.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 705.00 732,239.39 516,228,772.51
10.7.2.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 600.00 100,000.00 60,000,000.00
10.7.2.3 Beton Pile Cap K350 m3 80.64 3,243,580.84 261,562,359.03
10.7.2.4 Beton Kolom Pier K350 m3 19.13 7,242,076.05 138,504,704.48
10.7.2.5 Beton Pier Head K500 m3 14.46 5,889,041.05 85,137,277.58
10.7.3 PO 4 -
10.7.3.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 705.00 732,239.39 516,228,772.51
10.7.3.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 600.00 100,000.00 60,000,000.00
10.7.3.3 Beton Pile Cap K350 m3 80.64 3,243,580.84 261,562,359.03
10.7.3.4 Beton Kolom Pier K350 m3 15.75 7,242,076.05 114,062,697.81
10.7.3.5 Beton Pier Head K500 m3 14.46 5,889,041.05 85,137,277.58
10.7.4 PO 3 -
10.7.4.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 705.00 732,239.39 516,228,772.51
10.7.4.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 600.00 100,000.00 60,000,000.00
10.7.4.3 Beton Pile Cap K350 m3 80.64 3,243,580.84 261,562,359.03
10.7.4.4 Beton Kolom Pier K350 m3 11.93 7,242,076.05 86,361,756.91
10.7.4.5 Beton Pier Head K500 m3 14.46 5,889,041.05 85,137,277.58
10.7.5 PO 2 -
10.7.5.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 705.00 732,239.39 516,228,772.51
10.7.5.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 600.00 100,000.00 60,000,000.00
10.7.5.3 Beton Pile Cap K350 m3 80.64 3,243,580.84 261,562,359.03
10.7.5.4 Beton Kolom Pier K350 m3 8.10 7,242,076.05 58,660,816.02
10.7.5.5 Beton Pier Head K500 m3 23.66 5,889,041.05 139,334,711.28
10.7.6 PO 1 -
10.7.6.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 705.00 732,239.39 516,228,772.51
10.7.6.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 600.00 100,000.00 60,000,000.00
Seksi 3A Sta. 20+500 - 25+000

6. (Rp) (Rp)
Harga Satuan Jumlah harga
ITEM PEKERJAANNO. ITEM SATUAN QUANTITY
10.7.6.3 Beton Pile Cap K350 m3 80.64 3,243,580.84 261,562,359.03
10.7.6.4 Beton Kolom Pier K350 m3 3.83 7,242,076.05 27,700,940.90
10.7.6.5 Beton Pier Head K500 m3 33.94 5,889,041.05 199,877,586.71
10.7.7 AO 1 -
10.7.7.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 423.00 732,239.39 309,737,263.50
10.7.7.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 360.00 100,000.00 36,000,000.00
10.7.7.3 Beton Pile Cap K350 m3 48.00 3,243,580.84 155,691,880.38
10.7.7.4 Beton Kolom Pier K350 m3 13.13 7,242,076.05 95,052,248.18
10.7.7.5 Beton Pier Head K500 m3 13.68 5,889,041.05 80,532,636.38
-
10.8 OFF RAMP -
10.8.1 PF 6 -
10.8.1.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 705.00 732,239.39 516,228,772.51
10.8.1.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 600.00 100,000.00 60,000,000.00
10.8.1.3 Beton Pile Cap K350 m3 80.64 3,243,580.84 261,562,359.03
10.8.1.4 Beton Kolom Pier K350 m3 19.58 7,242,076.05 141,763,638.71
10.8.1.5 Beton Pier Head K500 m3 14.45 5,889,041.05 85,125,499.49
10.8.2 PF 5 -
10.8.2.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 705.00 732,239.39 516,228,772.51
10.8.2.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 600.00 100,000.00 60,000,000.00
10.8.2.3 Beton Pile Cap K350 m3 80.64 3,243,580.84 261,562,359.03
10.8.2.4 Beton Kolom Pier K350 m3 19.13 7,242,076.05 138,504,704.48
10.8.2.5 Beton Pier Head K500 m3 14.45 5,889,041.05 85,125,499.49
10.8.3 PF 4 -
10.8.3.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 705.00 732,239.39 516,228,772.51
10.8.3.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 600.00 100,000.00 60,000,000.00
10.8.3.3 Beton Pile Cap K350 m3 80.64 3,243,580.84 261,562,359.03
10.8.3.4 Beton Kolom Pier K350 m3 15.75 7,242,076.05 114,062,697.81
10.8.3.5 Beton Pier Head K500 m3 14.46 5,889,041.05 85,137,277.58
10.8.4 PF 3 -
10.8.4.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 705.00 732,239.39 516,228,772.51
10.8.4.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 600.00 100,000.00 60,000,000.00
10.8.4.3 Beton Pile Cap K350 m3 80.64 3,243,580.84 261,562,359.03
10.8.4.4 Beton Kolom Pier K350 m3 11.93 7,242,076.05 86,361,756.91
10.8.4.5 Beton Pier Head K500 m3 11.76 5,889,041.05 69,233,333.31
10.8.5 PF 2 -
10.8.5.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 705.00 732,239.39 516,228,772.51
10.8.5.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 600.00 100,000.00 60,000,000.00
10.8.5.3 Beton Pile Cap K350 m3 80.64 3,243,580.84 261,562,359.03
10.8.5.4 Beton Kolom Pier K350 m3 8.10 7,242,076.05 58,660,816.02
10.8.5.5 Beton Pier Head K500 m3 12.69 5,889,041.05 74,751,364.78
10.8.6 PF 1 -
10.8.6.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 705.00 732,239.39 516,228,772.51
10.8.6.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 600.00 100,000.00 60,000,000.00
10.8.6.3 Beton Pile Cap K350 m3 80.64 3,243,580.84 261,562,359.03
10.8.6.4 Beton Kolom Pier K350 m3 3.38 7,242,076.05 24,442,006.67
10.8.6.5 Beton Pier Head K500 m3 19.10 5,889,041.05 112,483,039.70
10.8.7 AF 1 -
10.8.7.1
Penyediaan tiang pancang beton bulat pretensioned, dia 60
cm
m1 423.00 732,239.39 309,737,263.50
10.8.7.2
Pemancangan tiang pancang beton bulat pretensioned, dia 60
cm
m1 360.00 100,000.00 36,000,000.00
10.8.7.3 Beton Pile Cap K350 m3 48.00 3,243,580.84 155,691,880.38
10.8.7.4 Beton Kolom Pier K350 m3 13.13 7,242,076.05 95,052,248.18
10.8.7.5 Beton Pier Head K500 m3 18.68 5,889,041.05 109,977,841.64
-
10.8.8 PCI GIRDER -
10.8.8.1 PC. I-Girder, L=40,6m', T=2,10m', CTC=2,10m' K600 unit 24.00 248,807,700.00 5,971,384,800.00
10.8.8.2 Pekerjaan Erection PC I-Girder unit 24.00 70,445,775.00 1,690,698,600.00
10.8.8.3 Pengadaan PC Strand dia. 0.6" PCI Girder kg -
10.8.8.4 Stressing PC Strand dia. 0.6" PCI Girder kg -
10.8.8.5 LRB untuk PCI Girder (250 ton) unit 48.00 44,800,000.00 2,150,400,000.00
-
10.8.9 Beton Diafragma PCI Girder (K350) m3 482.22 2,382,916.61 1,149,090,046.23
10.8.10 Span Deck untuk PCI Girder m2 944.87 148,250.00 140,076,977.50
-
10.9 Beton Deck Slab PCI Girder (K350) -
10.9.1 ON RAMP -
10.9.1.1 PO 6 - PO 5 m3 132.80 3,238,518.55 430,075,263.63
10.9.1.2 PO 5 - PO 4 m3 132.80 3,238,518.55 430,075,263.63
10.9.1.3 PO 4 - PO 3 m3 132.80 3,238,518.55 430,075,263.63
10.9.1.4 PO 3 - PO 2 m3 132.80 3,238,518.55 430,075,263.63
10.9.1.5 PO 2 - PO 1 m3 132.80 3,238,518.55 430,075,263.63
10.9.1.6 PO 1 - AO 1 m3 131.68 3,238,518.55 426,448,122.86
10.9.2 OFF RAMP -
10.9.2.1 PF 6 - PF 5 m3 132.80 3,238,518.55 430,075,263.63
10.9.2.2 PF 5 - PF 4 m3 132.80 3,238,518.55 430,075,263.63
10.9.2.3 PF 4 - PF 3 m3 132.80 3,238,518.55 430,075,263.63
10.9.2.4 PF 3 - PF 2 m3 132.80 3,238,518.55 430,075,263.63
10.9.2.5 PF 2 - PF 1 m3 132.80 3,238,518.55 430,075,263.63
10.9.2.6 PF 1 - AF 1 m3 131.68 3,238,518.55 426,448,122.86
-
Seksi 3A Sta. 20+500 - 25+000

7. (Rp) (Rp)
Harga Satuan Jumlah harga
ITEM PEKERJAANNO. ITEM SATUAN QUANTITY
10.9.3 Sambungan Ekspansi Expansion Joint PCI Girder, Move m1 60.00 4,866,725.00 292,003,500.00
10.9.4 Sambungan Ekspansi Expansion Joint PCI Girder, Fix m1 60.00 4,866,725.00 292,003,500.00
-
10.10.1 Angkur dia. 36 mm dan accessories (move) buah 1,808.00 1,136,103.25 2,054,074,676.00
10.10.2 Angkur dia. 36 mm dan accessories (fix) buah 2,712.00 782,585.50 2,122,371,876.00
-
10.11 Concrete Parapet (K350) m3 5,797.77 2,639,936.05 15,305,742,041.03
10.12 Joint Sealant t=20mm m1 229.25 485,000.00 111,186,638.00
10.13 STRUKTUR BAJA
Persiapan ls 1.00 1,579,847,920.00 1,579,847,920.00
10.13.1 UNI BRIDGE
Unibridge P3 sd P21 kg - -
10.13.1.1 Uni Bridge Girder C to C Bearing Span 41.35 meter Unit 60.00 1,770,563,520.00 106,233,811,200.00
10.13.1.2 Uni Bridge Girder C to C Bearing Span 40.2 meter Unit 30.00 1,721,332,800.00 51,639,984,000.00
10.13.1.3 Uni Bridge Girder C to C Bearing Span 24.2 meter Unit 6.00 1,035,999,360.00 6,215,996,160.00
10.13.1.4 Uni Bridge Girder C to C Bearing Span 61 meter Unit 16.00 2,631,340,800.00 42,101,452,800.00
10.13.2 Elastomerik Bearing Pad Type 1 buah 192.00 32,018,390.00 6,147,530,880.00
10.13.3 Elastomerik Bearing Pad Type 2 buah 32.00 42,629,160.00 1,364,133,120.00
10.13.4 UNIBRIDGE CROSSING TOL
10.13.4.1 Uni Bridge Girder C to C Bearing Span 44 meter Unit 12.00 2,040,904,800.00 24,490,857,600.00
10.13.4.2 Uni Bridge Girder C to C Bearing Span 61 meter Unit 8.00 2,631,340,800.00 21,050,726,400.00
10.13.4.3 Elastomerik Bearing Pad Type 1 buah 24.00 32,018,390.00 768,441,360.00
10.13.4.4 Elastomerik Bearing Pad Type 2 buah 16.00 42,629,160.00 682,066,560.00
10.13.5 Jasa Pemasangan Steel Girder Unit 132.00 175,597,772.73 23,178,906,000.00
10.13.6 Concrete Deck Slab Steel Girder
10.13.6.1 P29 - P28 m3
10.13.6.2 P28 - P27 m3
10.13.6.3 P27 - P26 m3
10.13.6.4 P26 - P25 m3
10.13.6.5 P25 - P24 m3
10.13.6.6 P24 - P23 m3 396.17 4,089,041.05 1,619,934,948.15
10.13.6.7 P23 - P22 m3 530.67 4,089,041.05 2,169,931,414.77
10.13.6.8 P22 - P21 m3 396.17 4,089,041.05 1,619,934,948.15
10.13.6.9 P21 - P20 m3 322.59 3,238,518.55 1,044,718,557.29
10.13.6.10 P20 - P19 m3 322.59 3,238,518.55 1,044,718,557.29
10.13.6.11 P19 - P18 m3 322.59 3,238,518.55 1,044,718,557.29
10.13.6.12 P18 - P17 m3 322.59 3,238,518.55 1,044,718,557.29
10.13.6.13 P17 - P16 m3 322.59 3,238,518.55 1,044,718,557.29
10.13.6.14 P16 - P15 m3 198.60 3,238,518.55 643,160,068.76
10.13.6.15 P15 - P14 m3 472.83 4,089,041.05 1,933,402,879.67
10.13.6.16 P14 - P13 m3 327.81 3,238,518.55 1,061,618,766.35
10.13.6.17 P13 - P12 m3 325.97 3,238,518.55 1,055,667,988.51
10.13.6.18 P12 - P11 m3 325.97 3,238,518.55 1,055,667,988.51
10.13.6.19 P11 - P10 m3 325.97 3,238,518.55 1,055,667,988.51
10.13.6.20 P10 - P9 m3 325.97 3,238,518.55 1,055,667,988.51
10.13.6.21 P9 - P8 m3 325.97 3,238,518.55 1,055,667,988.51
10.13.6.22 P8 - P7 m3 325.97 3,238,518.55 1,055,667,988.51
10.13.6.23 P7 - P6 m3 325.97 3,238,518.55 1,055,667,988.51
10.13.6.24 P6 - P5 m3 325.97 3,238,518.55 1,055,667,988.51
10.13.6.25 P5 - P4 m3 328.43 3,238,518.55 1,063,642,030.82
10.13.6.26 P4 - P3 m3 472.83 4,089,041.05 1,933,402,879.67
10.13.6.27 P3 - P2 m3
10.13.6.28 P2 - P1 m3
10.13.7 Sambungan Ekspansi Expansion Joint Steel Girder (MOVE) m1 441.00 9,346,725.00 4,121,905,725.00
10.13.8 Sambungan Ekspansi Expansion Joint Steel Girder (FIX) m1 441.00 9,346,725.00 4,121,905,725.00
TOTAL BIAYA UNTUK DIVISI 10 789,664,633,206.93
Seksi 3A Sta. 20+500 - 25+000