80
BILL OF QUANTITY Nama Kegiatan : 1.07.17.001 /Pembangunan Sarana dan Prasarana Busway Tj. Priok - Pluit Jenis Pekerjaan : Pelaksanaan Pembangunan Sarana dan Prasarana Busway Tj. Priok - Pluit Segmen 1 Uraian Rincian Kegiatan : Belanja Modal Pengadaan Konstruksi / Pembelian Halte Bus Kode Rekening : 5.2.3.26.18 Lokasi : Provinsi DKI Jakarta Tahun Anggaran : 2012 NO URAIAN PEKERJAAN SAT VOLUME PLUIT SELATAN II PEKERJAAN HALTE TYPE H1-1 H1-1 A PEKERJAAN STRUKTUR HALTE A2 PEKERJAAN STRUKTUR ATAS 1 Pasang Balok Lantai - Baja WF 200 x 100 x 5,5 x 8 kg 2,623.59 13,600.00 35,680,824.00 - Base Plate tebal 10 mm kg 169.06 13,100.00 2,214,686.00 - Plat simpul tebal 8 mm kg 127.00 13,100.00 1,663,700.00 - Angkur Baud Ø 16 mm bh 96.00 50,000.00 4,800,000.00 - Grouting dudukan baja tebal 25 mm 0.00 - - bh 224.00 6,700.00 1,500,800.00 - Pengelasan cm 0,000.00 Include 2 Pasang Pelat Lantai - Cat dasar epoxy 0.00 - - - Floordeck t. 0.75 mm 90.00 130,000.00 11,700,000.00 3 Pasang Kolom Baja - Baja 2 UNP 150 x 75 x 6,5 kg 4,716.96 13,600.00 64,150,656.00 - Pengelasan cm 0,000.00 Include 4 Pasang Balok Atap Halte kg 1,961.73 13,600.00 26,679,528.00 kg 2,165.80 13,600.00 29,454,880.00 kg 648.96 13,600.00 8,825,856.00 kg 662.04 13,600.00 9,003,744.00 - Baja C 100 x 50 x 20 x 3,2 kg 352.00 13,600.00 4,787,200.00 - Besi hollow kg 4,409.52 13,600.00 59,969,472.00 - Plat simpul t. 8mm kg 115.74 13,100.00 1,516,194.00 bh 384.00 6,700.00 2,572,800.00 - Pengelasan cm 0,000.00 Include 5 Pasang Balok Atap Platform kg 493.50 13,600.00 6,711,600.00 - Plat simpul t. 8mm kg 9.15 13,100.00 119,865.00 bh 32.00 6,700.00 214,400.00 - Pengelasan cm 320.00 Include B. PEKERJAAN FINISHING B1 FINISHING HALTE HARGA SATUAN (Rp.) JUMLAH HARGA (Rp.) m 2 -Mur baud Ø 16 m 2 m 2 -Baja WF 200 x 100 x 5,5 x 8 -Baja WF 150 x 75 x 5 x 7 -Baja C 150 x 50 x 20 x 3,2 -Baja C 125 x 50 x 20 x 3,2 -Mur baud Ø 16 -Baja WF 150 x 75 x 5 x 7 -Mur baud Ø 16

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Page 1: BQ-Saputra.xlsx

BILL OF QUANTITY

Nama Kegiatan : 1.07.17.001 /Pembangunan Sarana dan Prasarana Busway Tj. Priok - PluitJenis Pekerjaan : Pelaksanaan Pembangunan Sarana dan Prasarana Busway Tj. Priok - Pluit Segmen 1Uraian Rincian Kegiatan : Belanja Modal Pengadaan Konstruksi / Pembelian Halte BusKode Rekening : 5.2.3.26.18Lokasi : Provinsi DKI JakartaTahun Anggaran : 2012

NO URAIAN PEKERJAAN SAT VOLUME

PLUIT SELATAN

II PEKERJAAN HALTE TYPE H1-1 H1-1

A PEKERJAAN STRUKTUR HALTEA2 PEKERJAAN STRUKTUR ATAS

1 Pasang Balok Lantai- Baja WF 200 x 100 x 5,5 x 8 kg 2,623.59 13,600.00 35,680,824.00 - Base Plate tebal 10 mm kg 169.06 13,100.00 2,214,686.00 - Plat simpul tebal 8 mm kg 127.00 13,100.00 1,663,700.00 - Angkur Baud Ø 16 mm bh 96.00 50,000.00 4,800,000.00 - Grouting dudukan baja tebal 25 mm 0.00 - -

bh 224.00 6,700.00 1,500,800.00 - Pengelasan cm 0,000.00 Include 2 Pasang Pelat Lantai- Cat dasar epoxy 0.00 - -

- Floordeck t. 0.75 mm 90.00 130,000.00 11,700,000.00 3 Pasang Kolom Baja- Baja 2 UNP 150 x 75 x 6,5 kg 4,716.96 13,600.00 64,150,656.00 - Pengelasan cm 0,000.00 Include 4 Pasang Balok Atap Halte

kg 1,961.73 13,600.00 26,679,528.00 kg 2,165.80 13,600.00 29,454,880.00 kg 648.96 13,600.00 8,825,856.00 kg 662.04 13,600.00 9,003,744.00

- Baja C 100 x 50 x 20 x 3,2 kg 352.00 13,600.00 4,787,200.00 - Besi hollow kg 4,409.52 13,600.00 59,969,472.00 - Plat simpul t. 8mm kg 115.74 13,100.00 1,516,194.00

bh 384.00 6,700.00 2,572,800.00 - Pengelasan cm 0,000.00 Include 5 Pasang Balok Atap Platform

kg 493.50 13,600.00 6,711,600.00 - Plat simpul t. 8mm kg 9.15 13,100.00 119,865.00

bh 32.00 6,700.00 214,400.00 - Pengelasan cm 320.00 Include

B. PEKERJAAN FINISHINGB1 FINISHING HALTE

HARGA SATUAN(Rp.)

JUMLAH HARGA(Rp.)

m2

-Murbaud Ø 16

m2

m2

-BajaWF 200 x 100 x 5,5 x 8-BajaWF 150 x 75 x 5 x 7-BajaC 150 x 50 x 20 x 3,2-BajaC 125 x 50 x 20 x 3,2

-Murbaud Ø 16

-BajaWF 150 x 75 x 5 x 7

-Murbaud Ø 16

Page 2: BQ-Saputra.xlsx

4 Pekerjaan Atap :- Penutup atap Halte, Metal gelombang color m2 154.12 150,000.00 23,118,000.00 - Penutup atap Platform, Metal gelombang color m2 25.00 150,000.00 3,750,000.00 - Nok atap Metal gelombang 0,50 TCT color m' 29.40 70,000.00 2,058,000.00 - Pasang talang seng tbl. 0,3 mm + alas papan m' 58.80 90,000.00 5,292,000.00

- 179.12 105,000.00 18,807,600.00

C PEKERJAAN LOKET7 Acrylic / polycarbonate solid tebal 6 mm + rangka 0.00 -

F PEKERJAAN TOILETF2 PEKERJAAN STRUKTUR ATAS

9 Baja C 100 x 50 x 20 x 3,2 kg 109.48 13,600.00 1,488,928.00 10 Mur baud Ø 16 bh 72.00 6,700.00 482,400.00 11 Plat simpul t. 8mm kg 21.72 13,100.00 284,532.00 12 Angkur Baud Ø 16 mm bh 8.00 50,000.00 400,000.00 13 Pengelasan cm 1,520.00 Include

F3 PEKERJAAN FINISHING

8 Pekerjaan Atap- Penutup atap Halte, Metal gelombang color m2 5.42 150,000.00 813,000.00 - Pasang talang seng tbl. 0,3 mm + alas papan m' 1.50 90,000.00 135,000.00

- 5.42 105,000.00 569,100.00

III JPO BARU

A PEKERJAAN STRUKTURA2 PEKERJAAN STRUKTUR ATAS

1 Pasang Pilar Jembatan- Pilar/Kolom Pipa Baja Ø 800 mm tbl. 12 mm kg 9,622.20 15,100.00 145,295,220.00 - Base plate tebal 20 mm kg 1099.00 13,100.00 14,396,900.00 - Plat simpul tebal 20 mm kg 1055.04 13,100.00 13,821,024.00 - Grouting Dudukan pipa baja Ø 800 mm bh 7.00 - - Stifner kaki pilar besi plat tebal 16 mm kg 126.60 13,100.00 1,658,460.00 - Angkur Baud Ø 25 mm bh 56.00 115,000.00 6,440,000.00 - Pengelasan cm 8,814.40 include 2 Pasang Balok Lantai

kg 45,070.14 13,600.00 612,953,904.00 - Baja WF 150 x 75 x 5 x 7 kg 1,750.14 13,600.00 23,801,904.00 - Stifner plat baja tbl. 20 mm kg 2,287.75 13,100.00 29,969,525.00 - Plat simpul tbl. 12 mm kg 791.60 13,100.00 10,369,960.00 - Penguat plat lantai Besi siku L 70 x 70 x 7 kg 4,347.71 13,600.00 59,128,856.00 - Ikatan angin Besi siku L 70 x 70 x 7 kg 1,948.32 16,100.00 31,367,952.00 - Penjepit Chequerplate L50.50.5 kg 879.98 13,600.00 11,967,728.00

bh 640.00 13,800.00 8,832,000.00 - Pengelasan cm 60,028.00 Include 3 Chequerplate Allumunium motif kembang tebal 4 mm 314.40 500,000.00 157,200,000.00 - Pengelasan Aluminium Chequerplate cm 11,610.00 5,000.00 58,050,000.00

Isolasi Panas, glasswool tebal 2' density 48 kg/m3 + Aluminium Foil + Wire Mesh

m2

m2

Isolasi Panas, glasswool tebal 2' density 48 kg/m3 + Aluminium Foil + Wire Mesh m2

-BajaWF 600 x 200 x 11 x 17

-MurBaud HTB Ø 22

m2

Page 3: BQ-Saputra.xlsx

4 Struktur atapa Tiang atap pipa GIP dia. 3" kg 1816.23 16,500.00 29,967,795.00 - Plat tbl. 6 mm kg 94.95 13,100.00 1,243,845.00

bh 384.00 3,500.00 1,344,000.00 b Rangka atap

kg 2,097.59 13,600.00 28,527,224.00 - Pengelasan cm 2,688.00 Include

IV RAMP TEPI JPO SISI UTARA

A PEKERJAAN STRUKTURA2 PEKERJAAN STRUKTUR ATAS

1 Pasang Pilar Jembatan- Pilar/Kolom Pipa Baja Ø 600 mm kg 444.00 15,100.00 6,704,400.00 - Base plate tebal 20 mm kg 157.00 13,100.00 2,056,700.00 - Grouting Dudukan pipa baja Ø 600 mm bh 8.00 - - Stifner kaki pilar besi plat tebal 16 mm kg 102.37 13,100.00 1,341,047.00 - Plat simpul tebal 20 mm kg 62.80 13,100.00 822,680.00 - Angkur Baud Ø 16 mm bh 8.00 50,000.00 400,000.00 - Angkur Baud Ø 25 mm bh 64.00 115,000.00 7,360,000.00 - Pengelasan cm 10,073.60 Include 2 Pasang Balok Lantai

kg 03,168.00 13,600.00 43,084,800.00 kg 176.40 13,600.00 2,399,040.00

- Plat simpul & stiffener kg 211.01 13,100.00 2,764,231.00 - Penguat plat lantai Besi siku L 70 x 70 x 7 kg 714.42 13,600.00 9,716,112.00 - Ikatan angin Besi siku L 70 x 70 x 7 kg 184.50 16,100.00 2,970,450.00 - Penjepit Chequerplate L50.50.5 kg 553.00 13,600.00 7,520,800.00 - Mur Baud HTB Ø 22 bh 432.00 13,800.00 5,961,600.00 - Pengelasan cm 24,332.00 Include 3 Chequerplate Allumunium motif kembang tebal 4 mm 103.60 500,000.00 51,800,000.00 - Pengelasan Aluminium Chequerplate cm 7,560.00 5,000.00 37,800,000.00 4 Struktur atapa Tiang atap pipa GIP dia. 3" kg 29.03 16,500.00 478,995.00 - Plat tbl. 6 mm kg 116.70 13,100.00 1,528,770.00

bh 256.00 3,500.00 896,000.00 b Rangka atap- Baja C 75 x 45 x 15 x 2.3 kg 444.27 13,600.00 6,042,072.00 - Pengelasan cm 1,728.00 Include

Sub Total A2

V RAMP TEPI JPO SISI SELATAN

A PEKERJAAN STRUKTURA2 PEKERJAAN STRUKTUR ATAS

1 Pasang Pilar Jembatan- Pilar/Kolom Pipa Baja Ø 600 mm kg 3,621.56 15,100.00 54,685,556.00 - Base plate tebal 20 mm kg 1099.00 13,100.00 14,396,900.00 - Grouting Dudukan pipa baja Ø 600 mm bh 8.00 - - Stifner kaki pilar besi plat tebal 16 mm kg 102.37 13,100.00 1,341,047.00 - Plat simpul tebal 20 mm kg 1,049.25 13,100.00 13,745,175.00 - Angkur Baud Ø 16 mm bh 8.00 50,000.00 400,000.00 - Angkur Baud Ø 25 mm bh 64.00 115,000.00 7,360,000.00 - Pengelasan cm 10,073.60 Include 2 Pasang Balok Lantai

kg 16,130.40 13,600.00 219,373,440.00 kg 470.40 13,600.00 6,397,440.00

- Plat simpul & stiffener kg 1,687.93 13,100.00 22,111,883.00 - Penguat plat lantai Besi siku L 70 x 70 x 7 kg 618.25 13,600.00 8,408,200.00 - Ikatan angin Besi siku L 70 x 70 x 7 kg 1,204.91 16,100.00 19,399,051.00 - Penjepit Chequerplate L50.50.5 kg 553.00 13,600.00 7,520,800.00 - Mur Baud HTB Ø 22 bh 432.00 13,800.00 5,961,600.00 - Pengelasan cm 24,332.00 Include 3 Chequerplate Allumunium motif kembang tebal 4 mm 103.60 500,000.00 51,800,000.00 - Pengelasan Aluminium Chequerplate cm 7,560.00 5,000.00 37,800,000.00 4 Struktur atapa Tiang atap pipa GIP dia. 3" kg 171.52 16,500.00 2,830,080.00 - Plat tbl. 6 mm kg 116.70 13,100.00 1,528,770.00

bh 256.00 3,500.00 896,000.00 b Rangka atap- Baja C 75 x 45 x 15 x 2.3 kg 1,265.68 13,600.00 17,213,248.00 - Pengelasan cm 1,728.00 Include

Sub Total A2

VI RAMP TENGAH JPO

A PEKERJAAN STRUKTURA2 PEKERJAAN STRUKTUR ATAS

1 Pasang Pilar Jembatan- Pilar/Kolom Pipa Baja Ø 600 mm kg 2,294.00 15,100.00 34,639,400.00 - Base plate tebal 20 mm kg 942.00 13,100.00 12,340,200.00 - Grouting Dudukan pipa baja Ø 600 mm bh 7.00 - - Stifner kaki pilar besi plat tebal 16 mm kg 126.60 13,100.00 1,658,460.00 - Plat simpul tebal 20 mm kg 904.32 13,100.00 11,846,592.00 - Angkur Baud Ø 25 mm bh 56.00 115,000.00 6,440,000.00 - Pengelasan cm 2,203.60 Include 2 Pasang Balok Lantai- Baja WF 396 x 199 x 7 x 11 kg 11,588.54 13,600.00 157,604,144.00

kg 462.56 13,600.00 6,290,816.00 - Plat simpul & stiffener kg 2,519.98 13,100.00 33,011,738.00 - Penguat plat lantai Besi siku L 70 x 70 x 7 kg 1124.25 13,600.00 15,289,800.00 - Ikatan angin Besi siku L 70 x 70 x 7 kg 661.25 16,100.00 10,646,125.00 - Penjepit Chequerplate L50.50.5 kg 487.62 13,600.00 6,631,632.00 - Mur Baud HTB Ø 22 bh 432.00 13,800.00 5,961,600.00 - Pengelasan cm 6,083.00 Include 3 Chequerplate Allumunium motif kembang tebal 4 mm 90.30 500,000.00 45,150,000.00 - Pengelasan Aluminium Chequerplate cm 1,890.00 5,000.00 9,450,000.00 4 Struktur atapa Tiang atap pipa GIP dia. 3" kg 1307.38 16,500.00 21,571,770.00 - Plat tbl. 6 mm kg 65.56 13,100.00 858,836.00

bh 224.00 3,500.00 784,000.00 b Rangka atap- Baja C 75 x 45 x 15 x 2.3 kg 1,075.18 13,600.00 14,622,448.00 - Pengelasan cm 1,536.00 Include

Sub Total A 2,654,715,510.00

Sub Total A

-Murbaud Ø 12

-BajaC 75 x 45 x 15 x 2.3

-BajaWF 396 x 199 x 7 x 11-BajaWF 150 x 75 x 5 x 7

m2

-Murbaud Ø 12

-BajaWF 396 x 199 x 7 x 11-BajaWF 150 x 75 x 5 x 7

m2

-Murbaud Ø 12

-BajaWF 150 x 75 x 5 x 7

m2

-Murbaud Ø 12

Page 4: BQ-Saputra.xlsx
Page 5: BQ-Saputra.xlsx

BILL OF QUANTITY

Nama Kegiatan : 1.07.17.001 /Pembangunan Sarana dan Prasarana Busway Tj. Priok - PluitJenis Pekerjaan : Pelaksanaan Pembangunan Sarana dan Prasarana Busway Tj. Priok - Pluit Segmen 1Uraian Rincian Kegiatan : Belanja Modal Pengadaan Konstruksi / Pembelian Halte BusKode Rekening : 5.2.3.26.18Lokasi : Provinsi DKI JakartaTahun Anggaran : 2012

NO URAIAN PEKERJAAN SAT VOLUME

PAKIN

II PEK. HALTE TYPE H3 H3

A PEKERJAAN STRUKTUR HALTEA2 PEKERJAAN STRUKTUR ATAS

1 Pasang Balok Lantai- Baja WF 200 x 100 x 5,5 x 8 kg 2,623.59 13,600.00 35,680,824.00 - Base Plate tebal 10 mm kg 169.06 13,100.00 2,214,686.00 - Plat simpul tebal 8 mm kg 127.00 13,100.00 1,663,700.00 - Angkur Baud Ø 16 mm bh 96.00 50,000.00 4,800,000.00 - Grouting dudukan baja tebal 25 mm 0.00 - - Mur baud Ø 16 bh 224.00 6,700.00 1,500,800.00 - Pengelasan cm 0,000.00 Include

HARGASATUAN

Rp.

JUMLAH HARGARp.

m2

Page 6: BQ-Saputra.xlsx

2 Pasang Pelat Lantai- Cat dasar epoxy 0.00 -

- Floordeck t. 0.75 mm 90.00 130,000.00 11,700,000.00 3 Pasang Kolom Baja- Baja 2 UNP 150 x 75 x 6,5 kg 4,716.96 13,600.00 64,150,656.00 - Pengelasan cm 0,000.00 Include 4 Pasang Balok Atap Halte- Baja WF 200 x 100 x 5,5 x 8 kg 1,478.22 13,600.00 20,103,792.00 - Baja WF 150 x 75 x 5 x 7 kg 2,165.80 13,600.00 29,454,880.00 - Baja C 150 x 50 x 20 x 3,2 kg 648.96 13,600.00 8,825,856.00 - Baja C 125 x 50 x 20 x 3,2 kg 662.04 13,600.00 9,003,744.00 - Baja C 100 x 50 x 20 x 3,2 kg 352.00 13,600.00 4,787,200.00 - Besi hollow kg 4,409.52 13,600.00 59,969,472.00 - Plat simpul t. 8mm kg 115.74 13,100.00 1,516,194.00 - Mur baud Ø 16 bh 384.00 6,700.00 2,572,800.00 - Pengelasan cm 0,000.00 Include 5 Pasang Balok Atap Platform

kg 493.50 13,600.00 6,711,600.00 - Plat simpul t. 8mm kg 9.15 13,100.00 119,865.00 - Mur baud Ø 16 bh 32.00 6,700.00 214,400.00 - Pengelasan cm 320.00 Include

B. PEKERJAAN FINISHING

B1 FINISHING HALTE

m2

m2

-BajaWF 150 x 75 x 5 x 7

Page 7: BQ-Saputra.xlsx

4 Pekerjaan Atap :- Penutup atap Halte, Metal gelombang color m2 154.12 150,000.00 23,118,000.00 - Penutup atap Platform, Metal gelombang color m2 25.00 150,000.00 3,750,000.00 - Nok atap Metal gelombang 0,50 TCT color m' 29.40 70,000.00 2,058,000.00 - Pasang talang seng tbl. 0,3 mm + alas papan m' 58.80 90,000.00 5,292,000.00

- 179.12 105,000.00 18,807,600.00

C PEKERJAAN LOKET7 Acrylic / polycarbonate solid tebal 6 mm + rangka 2.62

Isolasi Panas, glasswool tebal 2' density 48 kg/m3 + Aluminium Foil + Wire Mesh

m2

m2

Page 8: BQ-Saputra.xlsx

F2 PEKERJAAN STRUKTUR ATAS9 Baja C 100 x 50 x 20 x 3,2 kg 109.48 13,600.00 1,488,928.00

10 Mur baud Ø 16 bh 72.00 6,700.00 482,400.00 11 Plat simpul t. 8mm kg 21.72 13,100.00 284,532.00 12 Angkur Baud Ø 16 mm bh 8.00 50,000.00 400,000.00 13 Pengelasan cm 1,520.00 Include F3 PEKERJAAN FINISHING

8 Pekerjaan Atap- Penutup atap Halte, Metal gelombang color m2 5.42 150,000.00 813,000.00 - Pasang talang seng tbl. 0,3 mm + alas papan m' 1.50 90,000.00 135,000.00

- 5.42 105,000.00 569,100.00 Isolasi Panas, glasswool tebal 2' density 48 kg/m3 + Aluminium Foil + Wire Mesh

m2

Page 9: BQ-Saputra.xlsx

III JPO BARU

A PEKERJAAN STRUKTUR

Page 10: BQ-Saputra.xlsx

A2 PEKERJAAN STRUKTUR ATAS

1 Pasang Pilar Jembatan- Pilar/Kolom Pipa Baja Ø 800 mm tbl. 12 mm kg 4,123.80 15,100.00 62,269,380.00 - Base plate tebal 20 mm kg 471.00 13,100.00 6,170,100.00 - Plat simpul tebal 20 mm kg 452.16 13,100.00 5,923,296.00 - Grouting Dudukan pipa baja Ø 800 mm bh 3.00 - - Stifner kaki pilar besi plat tebal 16 mm kg 54.26 13,100.00 710,806.00

bh 24.00 115,000.00 2,760,000.00 - Pengelasan cm 3,777.60 Include 2 Pasang Balok Lantai- Baja WF 600 x 200 x 11 x 17 kg 12,130.11 13,600.00 164,969,496.00 - Baja WF 150 x 75 x 5 x 7 kg 468.48 13,600.00 6,371,328.00 - Stifner plat baja tbl. 20 mm kg 980.46 13,100.00 12,844,026.00 - Plat simpul tbl. 12 mm kg 339.26 13,100.00 4,444,306.00 - Penguat plat lantai Besi siku L 70 x 70 x 7 kg 1156.37 13,600.00 15,726,632.00 - Ikatan angin Besi siku L 70 x 70 x 7 kg 506.27 16,100.00 8,150,947.00 - Penjepit Chequerplate L50.50.5 kg 224.87 13,600.00 3,058,232.00 - Mur Baud HTB Ø 22 bh 200.00 13,800.00 2,760,000.00 - Pengelasan cm 16,553.33 Include 3 Chequerplate Allumunium motif kembang tebal 4 mm 80.31 500,000.00 40,155,000.00 - Pengelasan Aluminium Chequerplate cm 3,138.60 5,000.00 15,693,000.00 4 Struktur atapa Tiang atap pipa GIP dia. 3" kg 246.04 16,500.00 4,059,660.00 - Plat tbl. 6 mm kg 24.87 13,100.00 325,797.00

bh 112.00 3,500.00 392,000.00 b Rangka atap

kg 539.59 13,600.00 7,338,424.00 - Pengelasan cm 480.00 Include

IV TANGGA TEPI JPO SISI UTARA

A PEKERJAAN STRUKTURA2 PEKERJAAN STRUKTUR ATAS

1 Pasang Pilar Jembatan- Pilar/Kolom Pipa Baja Ø 600 mm kg 318.00 15,100.00 4,801,800.00 - Base plate tebal 20 mm kg 100.48 13,100.00 1,316,288.00 - Grouting Dudukan pipa baja Ø 600 mm bh 1.00 - - Stifner kaki pilar besi plat tebal 16 mm kg 36.17 13,100.00 473,827.00 - Plat simpul tebal 20 mm kg 150.72 13,100.00 1,974,432.00 - Angkur Baud Ø 25 mm bh 8.00 115,000.00 920,000.00 - Pengelasan cm 1,259.20 Include 2 Pasang Balok Lantai- Baja WF 396 x 199 x 7 x 11 kg 2,904.00 13,600.00 39,494,400.00 - Baja WF 150 x 75 x 5 x 7 kg 313.60 13,600.00 4,264,960.00 - Plat simpul & stiffener kg 382.53 13,100.00 5,011,143.00 - Penguat plat lantai Besi siku L 70 x 70 x 7 kg 171.22 13,600.00 2,328,592.00 - Ikatan angin Besi siku L 70 x 70 x 7 kg 377.86 16,100.00 6,083,546.00 - Penjepit Chequerplate L50.50.5 kg 714.42 13,600.00 9,716,112.00 - Mur Baud HTB Ø 22 bh 80.00 13,800.00 1,104,000.00 - Pengelasan cm 2,206.00 Include 3 Chequerplate Allumunium motif kembang tebal 4 mm 35.40 500,000.00 17,700,000.00 - Pengelasan Aluminium Chequerplate cm 1,342.00 5,000.00 6,710,000.00 4 Struktur atapa Tiang atap pipa GIP dia. 3" kg 388.17 16,500.00 6,404,805.00 - Plat tbl. 6 mm kg 22.61 13,100.00 296,191.00 - Mur baud Ø 12 bh 64.00 3,500.00 224,000.00 b Rangka atap- Baja C 75 x 45 x 15 x 2.3 kg 373.71 13,600.00 5,082,456.00 - Pengelasan cm 384.00 Include

V TANGGA TEPI JPO SISI SELATAN

A PEKERJAAN STRUKTUR

-AngkurBaud Ø 25 mm

m2

-Murbaud Ø 12

-BajaC 75 x 45 x 15 x 2.3

m2

Page 11: BQ-Saputra.xlsx

A2 PEKERJAAN STRUKTUR ATAS

1 Pasang Pilar Jembatan- Pilar/Kolom Pipa Baja Ø 600 mm kg 365.70 15,100.00 5,522,070.00 - Base plate tebal 20 mm kg 100.48 13,100.00 1,316,288.00 - Grouting Dudukan pipa baja Ø 600 mm bh 1.00 - - Stifner kaki pilar besi plat tebal 16 mm kg 36.17 13,100.00 473,827.00 - Plat simpul tebal 20 mm kg 150.72 13,100.00 1,974,432.00 - Angkur Baud Ø 25 mm bh 8.00 115,000.00 920,000.00 - Pengelasan cm 1,259.20 Include 2 Pasang Balok Lantai- Baja WF 396 x 199 x 7 x 11 kg 2,772.00 13,600.00 37,699,200.00 - Baja WF 150 x 75 x 5 x 7 kg 176.40 13,600.00 2,399,040.00 - Plat simpul & stiffener kg 382.53 13,100.00 5,011,143.00 - Penguat plat lantai Besi siku L 70 x 70 x 7 kg 82.66 13,600.00 1,124,176.00 - Ikatan angin Besi siku L 70 x 70 x 7 kg 188.93 16,100.00 3,041,773.00 - Penjepit Chequerplate L50.50.5 kg 714.42 13,600.00 9,716,112.00 - Mur Baud HTB Ø 22 bh 80.00 13,800.00 1,104,000.00 - Pengelasan cm 2,206.00 Include 3 Chequerplate Allumunium motif kembang tebal 4 mm 32.20 500,000.00 16,100,000.00 - Pengelasan Aluminium Chequerplate cm 1,342.00 5,000.00 6,710,000.00 4 Struktur atapa Tiang atap pipa GIP dia. 3" kg 326.88 16,500.00 5,393,520.00 - Plat tbl. 6 mm kg 18.09 13,100.00 236,979.00 - Mur baud Ø 12 bh 64.00 3,500.00 224,000.00 b Rangka atap- Baja C 75 x 45 x 15 x 2.3 kg 262.64 13,600.00 3,571,904.00 - Pengelasan cm 384.00 Include

m2

Page 12: BQ-Saputra.xlsx

VI RAMP TENGAH JPO

A PEKERJAAN STRUKTUR

A2 PEKERJAAN STRUKTUR ATAS

1 Pasang Pilar Jembatan- Pilar/Kolom Pipa Baja Ø 600 mm kg 2,294.00 15,100.00 34,639,400.00 - Base plate tebal 20 mm kg 942.00 13,100.00 12,340,200.00 - Grouting Dudukan pipa baja Ø 600 mm bh 7.00 - - Stifner kaki pilar besi plat tebal 16 mm kg 126.60 13,100.00 1,658,460.00 - Plat simpul tebal 20 mm kg 904.32 13,100.00 11,846,592.00 - Angkur Baud Ø 25 mm bh 56.00 115,000.00 6,440,000.00 - Pengelasan cm 2,203.60 Include

Page 13: BQ-Saputra.xlsx

2 Pasang Balok Lantai- Baja WF 396 x 199 x 7 x 11 kg 11,588.54 13,600.00 157,604,144.00

kg 462.56 13,600.00 6,290,816.00 - Plat simpul & stiffener kg 2,519.98 13,100.00 33,011,738.00 - Penguat plat lantai Besi siku L 70 x 70 x 7 kg 1124.25 13,600.00 15,289,800.00 - Ikatan angin Besi siku L 70 x 70 x 7 kg 661.25 16,100.00 10,646,125.00 - Penjepit Chequerplate L50.50.5 kg 487.62 13,600.00 6,631,632.00 - Mur Baud HTB Ø 22 bh 432.00 13,800.00 5,961,600.00 - Pengelasan cm 6,083.00 Include 3 Chequerplate Allumunium motif kembang tebal 4 mm 90.30 500,000.00 45,150,000.00

Pengelasan Aluminium Chequerplate cm 1,890.00 5,000.00 9,450,000.00 4 Struktur atapa Tiang atap pipa GIP dia. 3" kg 1307.00 16,500.00 - Plat tbl. 6 mm kg 65.56 13,100.00 858,836.00 - Mur baud Ø 12 bh 224.00 3,500.00 784,000.00 b Rangka atap

kg 1,075.18 13,600.00 14,622,448.00 - Pengelasan cm 1,536.00 Include

Sub Total VI

-BajaWF 150 x 75 x 5 x 7

m2

-BajaC 75 x 45 x 15 x 2.3

Page 14: BQ-Saputra.xlsx

BILL OF QUANTITY

Nama Kegiatan : 1.07.17.001 /Pembangunan Sarana dan Prasarana Busway Tj. Priok - PluitJenis Pekerjaan : Pelaksanaan Pembangunan Sarana dan Prasarana Busway Tj. Priok - Pluit Segmen 1Uraian Rincian Kegiatan : Belanja Modal Pengadaan Konstruksi / Pembelian Halte BusKode Rekening : 5.2.3.26.18Lokasi : Provinsi DKI JakartaTahun Anggaran : 2012

NO URAIAN PEKERJAAN SAT VOLUME

GEDONG PANJANG I

II PEKERJAAN HALTE TYPE H5-2 H5-2

A PEKERJAAN STRUKTUR HALTE

HARGA SATUAN(Rp.)

JUMLAH HARGA(Rp.)

Page 15: BQ-Saputra.xlsx

A2 PEKERJAAN STRUKTUR ATAS

1 Pasang Balok Lantai- Baja WF 200 x 100 x 5,5 x 8 kg 2,623.59 13,600.00 35,680,824.00 - Base Plate tebal 10 mm kg 169.06 13,100.00 2,214,686.00 - Plat simpul tebal 8 mm kg 127.00 13,100.00 1,663,700.00 - Angkur Baud Ø 16 mm bh 96.00 50,000.00 4,800,000.00 - Grouting dudukan baja tebal 25 mm 0.00 - - Mur baud Ø 16 bh 224.00 6,700.00 1,500,800.00 - Pengelasan cm 0,000.00 Include 2 Pasang Pelat Lantai- Cat dasar epoxy 0.00 -

- Floordeck t. 0.75 mm 90.00 130,000.00 11,700,000.00 3 Pasang Kolom Baja- Baja 2 UNP 150 x 75 x 6,5 kg 4,716.96 13,600.00 64,150,656.00 - Pengelasan cm 0,000.00 Include 4 Pasang Balok Atap Halte- Baja WF 200 x 100 x 5,5 x 8 kg 1,478.22 13,600.00 20,103,792.00 - Baja WF 150 x 75 x 5 x 7 kg 2,165.80 13,600.00 29,454,880.00 - Baja C 150 x 50 x 20 x 3,2 kg 648.96 13,600.00 8,825,856.00 - Baja C 125 x 50 x 20 x 3,2 kg 662.04 13,600.00 9,003,744.00

kg 352.00 13,600.00 4,787,200.00 - Besi hollow kg 4,409.52 13,600.00 59,969,472.00 - Plat simpul t. 8mm kg 115.74 13,100.00 1,516,194.00 - Mur baud Ø 16 bh 384.00 6,700.00 2,572,800.00 - Pengelasan cm 0,000.00 Include 5 Pasang Balok Atap Platform- Baja WF 150 x 75 x 5 x 7 kg 493.50 13,600.00 6,711,600.00 - Plat simpul t. 8mm kg 9.15 13,100.00 119,865.00

bh 32.00 6,700.00 214,400.00 - Pengelasan cm 320.00 Include

B. PEKERJAAN FINISHING

B1 FINISHING HALTE

m2

m2

m2

-BajaC 100 x 50 x 20 x 3,2

-Murbaud Ø 16

Page 16: BQ-Saputra.xlsx

4 Pekerjaan Atap :- Penutup atap Halte, Metal gelombang color m2 154.12 150,000.00 23,118,000.00 - Penutup atap Platform, Metal gelombang color m2 25.00 150,000.00 3,750,000.00 - Nok atap Metal gelombang 0,50 TCT color m' 29.40 70,000.00 2,058,000.00 - Pasang talang seng tbl. 0,3 mm + alas papan m' 58.80 90,000.00 5,292,000.00

- 179.12 105,000.00 18,807,180.00

C PEKERJAAN LOKET7 Acrylic / polycarbonate solid tebal 6 mm + rangka 1.62 -

Isolasi Panas, glasswool tebal 2' density 48 kg/m3 + Aluminium Foil + Wire Mesh

m2

m2

Page 17: BQ-Saputra.xlsx

F PEKERJAAN TOILETF2 PEKERJAAN STRUKTUR ATAS

9 Baja C 100 x 50 x 20 x 3,2 kg 109.48 13,600.00 1,488,928.00 10 Mur baud Ø 16 bh 72.00 6,700.00 482,400.00 11 Plat simpul t. 8mm kg 21.72 13,100.00 284,532.00 12 Angkur Baud Ø 16 mm bh 8.00 50,000.00 400,000.00 13 Pengelasan cm 1,520.00 Include

F3 PEKERJAAN FINISHING8 Pekerjaan Atap- Penutup atap Halte, Metal gelombang color m2 5.42 150,000.00 813,000.00 - Pasang talang seng tbl. 0,3 mm + alas papan m' 1.50 90,000.00 135,000.00

- 5.42 105,000.00 569,100.00 Isolasi Panas, glasswool tebal 2' density 48 kg/m3 + Aluminium Foil + Wire Mesh

m2

Page 18: BQ-Saputra.xlsx

III JPO BARU

A PEKERJAAN STRUKTUR

Page 19: BQ-Saputra.xlsx

A2 PEKERJAAN STRUKTUR ATAS

1 Pasang Pilar Jembatan- Pilar/Kolom Pipa Baja Ø 800 mm tbl. 12 mm kg 2,749.20 15,100.00 41,512,920.00 - Base plate tebal 20 mm kg 314.00 13,100.00 4,113,400.00 - Plat simpul tebal 20 mm kg 301.44 13,100.00 3,948,864.00 - Grouting Dudukan pipa baja Ø 800 mm bh 3.00 - - Stifner kaki pilar besi plat tebal 16 mm kg 36.17 13,100.00 473,827.00 - Angkur Baud Ø 25 mm bh 24.00 115,000.00 2,760,000.00 - Pengelasan cm 3,777.60 Include 2 Pasang Balok Lantai- Baja WF 600 x 200 x 11 x 17 kg 12,448.11 13,600.00 169,294,296.00 - Baja WF 150 x 75 x 5 x 7 kg 504.71 13,600.00 6,864,056.00 - Stifner plat baja tbl. 12 mm kg 980.46 13,100.00 12,844,026.00 - Plat simpul tbl. 12 mm kg 339.26 13,100.00 4,444,306.00 - Plat simpul tbl. 20 mm kg- Penguat plat lantai Besi siku L 70 x 70 x 7 kg 1190.32 13,600.00 16,188,352.00 - Ikatan angin Besi siku L 70 x 70 x 7 kg 538.74 16,100.00 8,673,714.00 - Penjepit Chequerplate L50.50.5 kg 242.26 13,600.00 3,294,736.00 - Mur Baud HTB Ø 22 bh 184.00 13,800.00 2,539,200.00 3 Chequerplate Allumunium motif kembang tebal 4 mm 86.52 500,000.00 43,260,000.00 - Pengelasan Aluminium Chequerplate cm 3,126.60 5,000.00 15,633,000.00 4 Struktur atapa Tiang atap pipa GIP dia. 3" kg 263.32 16,500.00 4,344,780.00 - Plat tbl. 6 mm kg 27.13 13,100.00 355,403.00

bh 112.00 3,500.00 392,000.00 b Rangka atap

kg 583.36 13,600.00 7,933,696.00 - Pengelasan cm 768.00 Include

IV TANGGA TEPI JPO SISI UTARA

A PEKERJAAN STRUKTUR

m2

-Murbaud Ø 12

-BajaC 75 x 45 x 15 x 2.3

Page 20: BQ-Saputra.xlsx

A2 PEKERJAAN STRUKTUR ATAS

1 Pasang Pilar Jembatan- Pilar/Kolom Pipa Baja Ø 600 mm kg 318.00 15,100.00 4,801,800.00 - Base plate tebal 20 mm kg 100.48 13,100.00 1,316,288.00 - Grouting Dudukan pipa baja Ø 600 mm bh 1.00 - - Stifner kaki pilar besi plat tebal 16 mm kg 36.17 13,100.00 473,827.00 - Plat simpul tebal 20 mm kg 150.72 13,100.00 1,974,432.00 - Angkur Baud Ø 25 mm bh 8.00 115,000.00 920,000.00 - Pengelasan cm 1,259.20 Include 2 Pasang Balok Lantai

kg 2,904.00 13,600.00 39,494,400.00 kg 313.60 13,600.00 4,264,960.00

- Plat simpul & stiffener kg 382.53 13,100.00 5,011,143.00 - Penguat plat lantai Besi siku L 70 x 70 x 7 kg 171.22 13,600.00 2,328,592.00 - Ikatan angin Besi siku L 70 x 70 x 7 kg 377.86 16,100.00 6,083,546.00 - Penjepit Chequerplate L50.50.5 kg 714.42 13,600.00 9,716,112.00 - Mur Baud HTB Ø 22 bh 80.00 13,800.00 1,104,000.00 - Pengelasan cm 2,206.00 Include 3 Chequerplate Allumunium motif kembang tebal 4 mm 35.40 500,000.00 17,700,000.00 - Pengelasan Aluminium Chequerplate cm 1,342.00 5,000.00 6,710,000.00 4 Struktur atapa Tiang atap pipa GIP dia. 3" kg 388.17 16,500.00 6,404,805.00 - Plat tbl. 6 mm kg 22.61 13,100.00 296,191.00

bh 64.00 3,500.00 224,000.00 b Rangka atap

kg 373.71 13,600.00 5,082,456.00 - Pengelasan cm 384.00 Include

-BajaWF 396 x 199 x 7 x 11-BajaWF 150 x 75 x 5 x 7

m2

-Murbaud Ø 12

-BajaC 75 x 45 x 15 x 2.3

Page 21: BQ-Saputra.xlsx

V TANGGA TEPI JPO SISI SELATAN

A PEKERJAAN STRUKTURA2 PEKERJAAN STRUKTUR ATAS

1 Pasang Pilar Jembatan- Pilar/Kolom Pipa Baja Ø 600 mm kg 365.70 15,100.00 5,522,070.00 - Base plate tebal 20 mm kg 100.48 13,100.00 1,316,288.00 - Grouting Dudukan pipa baja Ø 600 mm bh 1.00 - - Stifner kaki pilar besi plat tebal 16 mm kg 36.17 13,100.00 473,827.00 - Plat simpul tebal 20 mm kg 150.72 13,100.00 1,974,432.00 - Angkur Baud Ø 25 mm bh 8.00 115,000.00 920,000.00 - Pengelasan cm 1,259.20 Include 2 Pasang Balok Lantai

kg 2,772.00 13,600.00 37,699,200.00 kg 176.40 13,600.00 2,399,040.00

- Plat simpul & stiffener kg 382.53 13,100.00 5,011,143.00 - Penguat plat lantai Besi siku L 70 x 70 x 7 kg 82.66 13,600.00 1,124,176.00 - Ikatan angin Besi siku L 70 x 70 x 7 kg 188.93 16,100.00 3,041,773.00 - Penjepit Chequerplate L50.50.5 kg 714.42 13,600.00 9,716,112.00 - Mur Baud HTB Ø 22 bh 80.00 13,800.00 1,104,000.00 - Pengelasan cm 2,206.00 Include 3 Chequerplate Allumunium motif kembang tebal 4 mm 32.20 500,000.00 16,100,000.00 - Pengelasan Aluminium Chequerplate cm 1,342.00 5,000.00 6,710,000.00 4 Struktur atapa Tiang atap pipa GIP dia. 3" kg 326.88 16,500.00 5,393,520.00 - Plat tbl. 6 mm kg 18.09 13,100.00 236,979.00

bh 64.00 3,500.00 224,000.00 b Rangka atap

kg 262.64 13,600.00 3,571,904.00 - Pengelasan cm 384.00 Include

-Baja

WF 396 x 199 x 7 x 11-BajaWF 150 x 75 x 5 x 7

m2

-Murbaud Ø 12

-BajaC 75 x 45 x 15 x 2.3

Page 22: BQ-Saputra.xlsx

VI RAMP TENGAH JPO

A PEKERJAAN STRUKTUR

A2 PEKERJAAN STRUKTUR ATAS

1 Pasang Pilar Jembatan- Pilar/Kolom Pipa Baja Ø 600 mm kg 2,294.00 15,100.00 34,639,400.00 - Base plate tebal 20 mm kg 942.00 13,100.00 12,340,200.00 - Grouting Dudukan pipa baja Ø 600 mm bh 7.00 - - Stifner kaki pilar besi plat tebal 16 mm kg 126.60 13,100.00 1,658,460.00 - Plat simpul tebal 20 mm kg 904.32 13,100.00 11,846,592.00 - Angkur Baud Ø 25 mm bh 56.00 115,000.00 6,440,000.00 - Pengelasan cm 2,203.60 Include 2 Pasang Balok Lantai- Baja WF 396 x 199 x 7 x 11 kg 11,588.54 13,600.00 157,604,144.00 - Baja WF 150 x 75 x 5 x 7 kg 462.56 13,600.00 6,290,816.00 - Plat simpul & stiffener kg 2,519.98 13,100.00 33,011,738.00 - Penguat plat lantai Besi siku L 70 x 70 x 7 kg 1124.25 13,600.00 15,289,800.00 - Ikatan angin Besi siku L 70 x 70 x 7 kg 661.25 16,100.00 10,646,125.00 - Penjepit Chequerplate L50.50.5 kg 487.62 13,600.00 6,631,632.00 - Mur Baud HTB Ø 22 bh 432.00 13,800.00 5,961,600.00 - Pengelasan cm 6,083.00 Include

Page 23: BQ-Saputra.xlsx

3 Chequerplate Allumunium motif kembang tebal 4 mm 90.30 500,000.00 45,150,000.00 Pengelasan Aluminium Chequerplate cm 1,890.00 5,000.00 9,450,000.00

4 Struktur atapa Tiang atap pipa GIP dia. 3" kg 1307.38 16,500.00 21,571,770.00 - Plat tbl. 6 mm kg 65.56 13,100.00 858,836.00 - Mur baud Ø 12 bh 224.00 3,500.00 784,000.00 b Rangka atap- Baja C 75 x 45 x 15 x 2.3 kg 1,075.18 13,600.00 14,622,448.00 - Pengelasan cm 1,536.00 Include

Sub Total VI

m2

Page 24: BQ-Saputra.xlsx

NO URAIAN PEKERJAAN SAT VOLUME BOBOT VOLUME JUMLAH HARGA PRESTASI BOBOT

PLUIT SELATAN

II PEKERJAAN HALTE TYPE H1-1 H1-1

A PEKERJAAN STRUKTUR HALTE

A2 PEKERJAAN STRUKTUR ATAS

1 Pasang Balok Lantai

- Baja WF 200 x 100 x 5,5 x 8 kg 2,623.59 13,600.00 35,680,824.00 1.34% 414.07 5,631,379.20 15.78% 0.21%- Base Plate tebal 10 mm kg 169.06 13,100.00 2,214,686.00 0.08% 169.56 2,221,236.00 100.30% 0.08%- Plat simpul tebal 8 mm kg 127.00 13,100.00 1,663,700.00 0.06% 174.3579 2,284,088.75 137.29% 0.09%- Angkur Baud Ø 16 mm bh 96.00 50,000.00 4,800,000.00 0.18% 96 4,800,000.00 100.00% 0.18%- Grouting dudukan baja tebal 25 mm 0.00 - -

bh 224.00 6,700.00 1,500,800.00 0.06% 180 1,206,000.00 80.36% 0.05%- Pengelasan cm 0,000.00 Include

2 Pasang Pelat Lantai

- Cat dasar epoxy 0.00 - -

- Floordeck t. 0.75 mm 90.00 130,000.00 11,700,000.00 0.44% 88.91 11,558,820.00 98.79% 0.44%3 Pasang Kolom Baja

- Baja 2 UNP 150 x 75 x 6,5 kg 4,716.96 13,600.00 64,150,656.00 2.42% 4,193.52 57,031,855.68 88.90% 2.15%- Pengelasan cm 0,000.00 Include

4 Pasang Balok Atap Halte

kg 1,961.73 13,600.00 26,679,528.00 1.00% 946.8915 12,877,724.40 48.27% 0.49%kg 2,165.80 13,600.00 29,454,880.00 1.11% 1129.114 15,355,950.40 52.13% 0.58%kg 648.96 13,600.00 8,825,856.00 0.33% 598.5304 8,140,013.44 92.23% 0.31%kg 662.04 13,600.00 9,003,744.00 0.34% 569.657 7,747,335.20 86.05% 0.29%

- Baja C 100 x 50 x 20 x 3,2 kg 352.00 13,600.00 4,787,200.00 0.18% 0.00% 0.00%- Besi hollow kg 4,409.52 13,600.00 59,969,472.00 2.26% 0.00% 0.00%- Plat simpul t. 8mm kg 115.74 13,100.00 1,516,194.00 0.06% 103.00 1,349,254.43 88.99% 0.05%

bh 384.00 6,700.00 2,572,800.00 0.10% 176 1,179,200.00 45.83% 0.04%- Pengelasan cm 0,000.00 Include

5 Pasang Balok Atap Platform

kg 493.50 13,600.00 6,711,600.00 0.25% 420.602 5,720,187.20 85.23% 0.22%- Plat simpul t. 8mm kg 9.15 13,100.00 119,865.00 0.00% 20.0332 262,434.92 218.94% 0.01%

bh 32.00 6,700.00 214,400.00 0.01% 44 294,800.00 137.50% 0.01%- Pengelasan cm 320.00 Include

B. PEKERJAAN FINISHING

B1 FINISHING HALTE

4 Pekerjaan Atap :

- Penutup atap Halte, Metal gelombang color m2 154.12 150,000.00 23,118,000.00 0.87%- Penutup atap Platform, Metal gelombang color m2 25.00 150,000.00 3,750,000.00 0.14%- Nok atap Metal gelombang 0,50 TCT color m' 29.40 70,000.00 2,058,000.00 0.08%- Pasang talang seng tbl. 0,3 mm + alas papan m' 58.80 90,000.00 5,292,000.00 0.20%- 179.12 105,000.00 18,807,600.00 0.71%

C PEKERJAAN LOKET

7 Acrylic / polycarbonate solid tebal 6 mm + rangka 0.00 -

F PEKERJAAN TOILET

F2 PEKERJAAN STRUKTUR ATAS

9 Baja C 100 x 50 x 20 x 3,2 kg 109.48 13,600.00 1,488,928.00 0.06%10 Mur baud Ø 16 bh 72.00 6,700.00 482,400.00 0.02%11 Plat simpul t. 8mm kg 21.72 13,100.00 284,532.00 0.01%12 Angkur Baud Ø 16 mm bh 8.00 50,000.00 400,000.00 0.02%13 Pengelasan cm 1,520.00 Include

F3 PEKERJAAN FINISHING

8 Pekerjaan Atap

- Penutup atap Halte, Metal gelombang color m2 5.42 150,000.00 813,000.00 0.03%- Pasang talang seng tbl. 0,3 mm + alas papan m' 1.50 90,000.00 135,000.00 0.01%- 5.42 105,000.00 569,100.00 0.02%

III JPO BARU

A PEKERJAAN STRUKTUR

A2 PEKERJAAN STRUKTUR ATAS

1 Pasang Pilar Jembatan

- Pilar/Kolom Pipa Baja Ø 800 mm tbl. 12 mm kg 9,622.20 15,100.00 145,295,220.00 5.47% 3970.65 59,956,836.14 41.27% 2.26%- Base plate tebal 20 mm kg 1099.00 13,100.00 14,396,900.00 0.54% 433.79 5,682,586.88 39.47% 0.21%- Plat simpul tebal 20 mm kg 1055.04 13,100.00 13,821,024.00 0.52% 0.00- Grouting Dudukan pipa baja Ø 800 mm bh 7.00 -

- Stifner kaki pilar besi plat tebal 16 mm kg 126.60 13,100.00 1,658,460.00 0.06% 60.29 789,772.80 47.62% 0.03%- Angkur Baud Ø 25 mm bh 56.00 115,000.00 6,440,000.00 0.24% 32.00 3,680,000.00 57.14% 0.14%- Pengelasan cm 8,814.40 include

2 Pasang Balok Lantai

kg 45,070.14 13,600.00 612,953,904.00 23.09% 15416.22 209,660,537.60 34.20% 7.90%- Baja WF 150 x 75 x 5 x 7 kg 1,750.14 13,600.00 23,801,904.00 0.90% 259.56 3,530,016.00 14.83% 0.13%- Stifner plat baja tbl. 20 mm kg 2,287.75 13,100.00 29,969,525.00 1.13% 0.00- Plat simpul tbl. 12 mm kg 791.60 13,100.00 10,369,960.00 0.39% 457.81 5,997,337.20 57.83% 0.23%- Penguat plat lantai Besi siku L 70 x 70 x 7 kg 4,347.71 13,600.00 59,128,856.00 2.23% 1313.30 17,860,887.07 30.21% 0.67%- Ikatan angin Besi siku L 70 x 70 x 7 kg 1,948.32 16,100.00 31,367,952.00 1.18% 534.05 8,598,145.75 27.41% 0.32%- Penjepit Chequerplate L50.50.5 kg 879.98 13,600.00 11,967,728.00 0.45% 307.56 4,182,872.30 34.95% 0.16%

bh 640.00 13,800.00 8,832,000.00 0.33% 0.00- Pengelasan cm 60,028.00 Include 0.00%3 Chequerplate Allumunium motif kembang tebal 4 mm 314.40 500,000.00 157,200,000.00 5.92% 102.85 51,422,850.00 32.71% 1.94%- Pengelasan Aluminium Chequerplate cm 11,610.00 5,000.00 58,050,000.00 2.19% 6634.29 33,171,428.57 57.14% 1.25%4 Struktur atap

a Tiang atap pipa GIP dia. 3" kg 1816.23 16,500.00 29,967,795.00 1.13% 1537.83 25,374,129.00 84.67% 0.96%- Plat tbl. 6 mm kg 94.95 13,100.00 1,243,845.00 0.05% 130.00 1,702,947.60 136.91% 0.06%

bh 384.00 3,500.00 1,344,000.00 0.05% 184.00 644,000.00 47.92% 0.02%b Rangka atap

HARGA SATUAN(Rp.)

JUMLAH HARGA(Rp.)

m2

-Murbaud Ø 16

m2

m2

-BajaWF 200 x 100 x 5,5 x 8-BajaWF 150 x 75 x 5 x 7-BajaC 150 x 50 x 20 x 3,2-BajaC 125 x 50 x 20 x 3,2

-Murbaud Ø 16

-BajaWF 150 x 75 x 5 x 7

-Murbaud Ø 16

Isolasi Panas, glasswool tebal 2' density 48 kg/m3 + Aluminium Foil + Wire Mesh

m2

m2

Isolasi Panas, glasswool tebal 2' density 48 kg/m3 + Aluminium Foil + Wire Mesh

m2

-BajaWF 600 x 200 x 11 x 17

-MurBaud HTB Ø 22

m2

-Murbaud Ø 12

Page 25: BQ-Saputra.xlsx

kg 2,097.59 13,600.00 28,527,224.00 1.07% 937.69 12,752,529.60 44.70% 0.48%- Pengelasan cm 2,688.00 Include 1536.00

-BajaC 75 x 45 x 15 x 2.3

Page 26: BQ-Saputra.xlsx

IV RAMP TEPI JPO SISI UTARA

A PEKERJAAN STRUKTUR

A2 PEKERJAAN STRUKTUR ATAS

1 Pasang Pilar Jembatan

- Pilar/Kolom Pipa Baja Ø 600 mm kg 444.00 15,100.00 6,704,400.00 0.25% 271.15 4,094,365.00 61.07% 0.15%- Base plate tebal 20 mm kg 157.00 13,100.00 2,056,700.00 0.08% 52.45 687,060.03 33.41% 0.03%- Grouting Dudukan pipa baja Ø 600 mm bh 8.00 -

- Stifner kaki pilar besi plat tebal 16 mm kg 102.37 13,100.00 1,341,047.00 0.05% 15.07 197,443.20 14.72% 0.01%- Plat simpul tebal 20 mm kg 62.80 13,100.00 822,680.00 0.03% 27.13 355,397.76 43.20% 0.01%- Angkur Baud Ø 16 mm bh 8.00 50,000.00 400,000.00 0.02%- Angkur Baud Ø 25 mm bh 64.00 115,000.00 7,360,000.00 0.28% 8 920,000.00 12.50% 0.03%- Pengelasan cm 10,073.60 Include

2 Pasang Balok Lantai

kg 03,168.00 13,600.00 43,084,800.00 1.62% 2221.78 30,216,159.04 70.13% 1.14%kg 176.40 13,600.00 2,399,040.00 0.09% 92.96 1,264,256.00 52.70% 0.05%

- Plat simpul & stiffener kg 211.01 13,100.00 2,764,231.00 0.10%- Penguat plat lantai Besi siku L 70 x 70 x 7 kg 714.42 13,600.00 9,716,112.00 0.37%- Ikatan angin Besi siku L 70 x 70 x 7 kg 184.50 16,100.00 2,970,450.00 0.11% 89.11 1,434,608.53 48.30% 0.05%- Penjepit Chequerplate L50.50.5 kg 553.00 13,600.00 7,520,800.00 0.28% 453.82 6,171,918.27 82.06% 0.23%- Mur Baud HTB Ø 22 bh 432.00 13,800.00 5,961,600.00 0.22% 48.00 662,400.00 11.11% 0.02%- Pengelasan cm 24,332.00 Include 6273 Chequerplate Allumunium motif kembang tebal 4 mm 103.60 500,000.00 51,800,000.00 1.95% 27.00 13,501,600.00 26.06% 0.51%- Pengelasan Aluminium Chequerplate cm 7,560.00 5,000.00 37,800,000.00 1.42%4 Struktur atap

a Tiang atap pipa GIP dia. 3" kg 29.03 16,500.00 478,995.00 0.02% 436.32 7,199,280.00 1503.00% 0.27%- Plat tbl. 6 mm kg 116.70 13,100.00 1,528,770.00 0.06% 45.216 592,329.60 38.75% 0.02%

bh 256.00 3,500.00 896,000.00 0.03% 64 224,000.00 25.00% 0.01%b Rangka atap 0.00%- Baja C 75 x 45 x 15 x 2.3 kg 444.27 13,600.00 6,042,072.00 0.23% 235.493 3,202,704.26 53.01% 0.12%- Pengelasan cm 1,728.00 Include 2347.588

Sub Total A2

V RAMP TEPI JPO SISI SELATAN

A PEKERJAAN STRUKTUR

A2 PEKERJAAN STRUKTUR ATAS

1 Pasang Pilar Jembatan

- Pilar/Kolom Pipa Baja Ø 600 mm kg 3,621.56 15,100.00 54,685,556.00 2.06% 1826.07 27,573,687.20 50.42% 1.04%- Base plate tebal 20 mm kg 1099.00 13,100.00 14,396,900.00 0.54% 262.24 3,435,300.13 23.86% 0.13%- Grouting Dudukan pipa baja Ø 600 mm bh 8.00 - 5 0.00%- Stifner kaki pilar besi plat tebal 16 mm kg 102.37 13,100.00 1,341,047.00 0.05% 75.36 987,216.00 73.62% 0.04%- Plat simpul tebal 20 mm kg 1,049.25 13,100.00 13,745,175.00 0.52% 0.00- Angkur Baud Ø 16 mm bh 8.00 50,000.00 400,000.00 0.02%- Angkur Baud Ø 25 mm bh 64.00 115,000.00 7,360,000.00 0.28% 40 4,600,000.00 62.50% 0.17%- Pengelasan cm 10,073.60 Include

2 Pasang Balok Lantai

kg 16,130.40 13,600.00 219,373,440.00 8.26% 7076.75 96,243,862.56 43.87% 3.63%kg 470.40 13,600.00 6,397,440.00 0.24% 206.22 2,804,592.00 43.84% 0.11%

- Plat simpul & stiffener kg 1,687.93 13,100.00 22,111,883.00 0.83% 0.00- Penguat plat lantai Besi siku L 70 x 70 x 7 kg 618.25 13,600.00 8,408,200.00 0.32% 1034.79- Ikatan angin Besi siku L 70 x 70 x 7 kg 1,204.91 16,100.00 19,399,051.00 0.73% 356.42 5,738,434.13 29.58% 0.22%- Penjepit Chequerplate L50.50.5 kg 553.00 13,600.00 7,520,800.00 0.28% 433.80 5,899,663.95 78.44% 0.22%- Mur Baud HTB Ø 22 bh 432.00 13,800.00 5,961,600.00 0.22% 236.00 3,256,800.00 54.63% 0.12%- Pengelasan cm 24,332.00 Include 9732.83 Chequerplate Allumunium motif kembang tebal 4 mm 103.60 500,000.00 51,800,000.00 1.95% 78.59 39,293,100.00 75.86% 1.48%- Pengelasan Aluminium Chequerplate cm 7,560.00 5,000.00 37,800,000.00 1.42% 37804 Struktur atap

a Tiang atap pipa GIP dia. 3" kg 171.52 16,500.00 2,830,080.00 0.11% 1827.09 30,146,985.00 1065.23% 1.14%- Plat tbl. 6 mm kg 116.70 13,100.00 1,528,770.00 0.06% 189.342 2,480,380.20 162.25% 0.09%

bh 256.00 3,500.00 896,000.00 0.03% 268 938,000.00 104.69% 0.04%b Rangka atap

- Baja C 75 x 45 x 15 x 2.3 kg 1,265.68 13,600.00 17,213,248.00 0.65% 897.97 12,212,422.46 70.95% 0.46%- Pengelasan cm 1,728.00 Include 987.43

Sub Total A2

VI RAMP TENGAH JPO

A PEKERJAAN STRUKTUR

A2 PEKERJAAN STRUKTUR ATAS

1 Pasang Pilar Jembatan

- Pilar/Kolom Pipa Baja Ø 600 mm kg 2,294.00 15,100.00 34,639,400.00 1.30% 1404.66 21,210,299.56 61.23% 0.80%- Base plate tebal 20 mm kg 942.00 13,100.00 12,340,200.00 0.46% 314.68 4,122,360.16 33.41% 0.16%- Grouting Dudukan pipa baja Ø 600 mm bh 7.00 - 6- Stifner kaki pilar besi plat tebal 16 mm kg 126.60 13,100.00 1,658,460.00 0.06% 90.43 1,184,659.20 71.43% 0.04%- Plat simpul tebal 20 mm kg 904.32 13,100.00 11,846,592.00 0.45% 0- Angkur Baud Ø 25 mm bh 56.00 115,000.00 6,440,000.00 0.24% 48 5,520,000.00 85.71% 0.21%- Pengelasan cm 2,203.60 Include 2425.682 Pasang Balok Lantai

- Baja WF 396 x 199 x 7 x 11 kg 11,588.54 13,600.00 157,604,144.00 5.94% 8024.18 109,128,875.20 69.24% 4.11%kg 462.56 13,600.00 6,290,816.00 0.24% 371.20 5,048,265.60 80.25% 0.19%

- Plat simpul & stiffener kg 2,519.98 13,100.00 33,011,738.00 1.24% 0.00- Penguat plat lantai Besi siku L 70 x 70 x 7 kg 1124.25 13,600.00 15,289,800.00 0.58% 934.94 12,715,220.45 83.16% 0.48%- Ikatan angin Besi siku L 70 x 70 x 7 kg 661.25 16,100.00 10,646,125.00 0.40% 573.65 9,235,841.96 86.75% 0.35%- Penjepit Chequerplate L50.50.5 kg 487.62 13,600.00 6,631,632.00 0.25% 474.19 6,448,992.16 97.25% 0.24%- Mur Baud HTB Ø 22 bh 432.00 13,800.00 5,961,600.00 0.22% 208.00 2,870,400.00 48.15% 0.11%- Pengelasan cm 6,083.00 Include 1946.973 Chequerplate Allumunium motif kembang tebal 4 mm 90.30 500,000.00 45,150,000.00 1.70% 86.086 43,043,000.00 95.33% 1.62%- Pengelasan Aluminium Chequerplate cm 1,890.00 5,000.00 9,450,000.00 0.36% 1946.972 9,734,860.50 103.01% 0.37%4 Struktur atap

a Tiang atap pipa GIP dia. 3" kg 1307.38 16,500.00 21,571,770.00 0.81% 1527.12 25,197,480.00 116.81% 0.95%- Plat tbl. 6 mm kg 65.56 13,100.00 858,836.00 0.03% 158.256 2,073,153.60 241.39% 0.08%

bh 224.00 3,500.00 784,000.00 0.03% 224 784,000.00 100.00% 0.03%b Rangka atap

- Baja C 75 x 45 x 15 x 2.3 kg 1,075.18 13,600.00 14,622,448.00 0.55% 937.69 12,752,529.60 87.21% 0.48%- Pengelasan cm 1,536.00 Include 1744.34

Sub Total A 2,654,715,510.00 1,160,071,059.46 43.70%

-BajaWF 396 x 199 x 7 x 11-BajaWF 150 x 75 x 5 x 7

m2

-Murbaud Ø 12

-BajaWF 396 x 199 x 7 x 11-BajaWF 150 x 75 x 5 x 7

m2

-Murbaud Ø 12

-BajaWF 150 x 75 x 5 x 7

m2

-Murbaud Ø 12

Page 27: BQ-Saputra.xlsx

NO URAIAN PEKERJAAN SAT VOLUME BOBOT VOLUME JUMLAH HARGA PRESTASI BOBOT

PAKIN

A2 PEKERJAAN STRUKTUR ATAS

1 Pasang Balok Lantai

- Baja WF 200 x 100 x 5,5 x 8 kg 2,623.59 13,600.00 35,680,824.00 2.82% 519.51 7,065,295.20 19.80% 0.56%- Base Plate tebal 10 mm kg 169.06 13,100.00 2,214,686.00 0.17% 169.56 2,221,236.00 100.30% 0.18%- Plat simpul tebal 8 mm kg 127.00 13,100.00 1,663,700.00 0.13% 174.36 2,284,088.75 137.29% 0.18%- Angkur Baud Ø 16 mm bh 96.00 50,000.00 4,800,000.00 0.38% 96.00 4,800,000.00 100.00% 0.38%- Grouting dudukan baja tebal 25 mm 0.00 - 2.16- Mur baud Ø 16 bh 224.00 6,700.00 1,500,800.00 0.12% 180.00 1,206,000.00 80.36% 0.10%- Pengelasan cm 0,000.00 Include

2 Pasang Pelat Lantai

- Cat dasar epoxy 0.00 - 106.70- Floordeck t. 0.75 mm 90.00 130,000.00 11,700,000.00 0.92% 106.70 13,870,584.00 118.55% 1.10%3 Pasang Kolom Baja 0.00%- Baja 2 UNP 150 x 75 x 6,5 kg 4,716.96 13,600.00 64,150,656.00 5.07% 4,125.88 56,111,987.04 87.47% 4.43%- Pengelasan cm 0,000.00 Include

4 Pasang Balok Atap Halte

- Baja WF 200 x 100 x 5,5 x 8 kg 1,478.22 13,600.00 20,103,792.00 1.59% 1743.2985 23,708,859.60 117.93% 1.87%- Baja WF 150 x 75 x 5 x 7 kg 2,165.80 13,600.00 29,454,880.00 2.33% 1468.404 19,970,294.40 67.80% 1.58%- Baja C 150 x 50 x 20 x 3,2 kg 648.96 13,600.00 8,825,856.00 0.70% 606.6424 8,250,336.64 93.48% 0.65%- Baja C 125 x 50 x 20 x 3,2 kg 662.04 13,600.00 9,003,744.00 0.71% 575.157 7,822,135.20 86.88% 0.62%- Baja C 100 x 50 x 20 x 3,2 kg 352.00 13,600.00 4,787,200.00 0.38% 0 0.00% 0.00%- Besi hollow kg 4,409.52 13,600.00 59,969,472.00 4.74% 4066.7124 55,307,288.64 92.23% 4.37%- Plat simpul t. 8mm kg 115.74 13,100.00 1,516,194.00 0.12% 158.25 2,073,068.04 136.73% 0.16%- Mur baud Ø 16 bh 384.00 6,700.00 2,572,800.00 0.20% 256 1,715,200.00 66.67% 0.14%- Pengelasan cm 0,000.00 Include

5 Pasang Balok Atap Platform

kg 493.50 13,600.00 6,711,600.00 0.53% 420.602 5,720,187.20 85.23% 0.45%- Plat simpul t. 8mm kg 9.15 13,100.00 119,865.00 0.01% 20.0332 262,434.92 218.94% 0.02%- Mur baud Ø 16 bh 32.00 6,700.00 214,400.00 0.02% 44 294,800.00 137.50% 0.02%- Pengelasan cm 320.00 Include

B. PEKERJAAN FINISHING

B1 FINISHING HALTE

4 Pekerjaan Atap :

- Penutup atap Halte, Metal gelombang color m2 154.12 150,000.00 23,117,400.00 1.83%- Penutup atap Platform, Metal gelombang color m2 25.00 150,000.00 3,750,000.00 0.30%- Nok atap Metal gelombang 0,50 TCT color m' 29.40 70,000.00 2,058,000.00 0.16%- Listplank atap halte dengan rangka besi hollow 40/40 m'

- Listplank atap platform dengan rangka besi hollow 40/40 m'

- Pasang talang seng tbl. 0,3 mm + alas papan m' 58.80 90,000.00 5,292,000.00 0.42%- 179.12 105,000.00 18,807,180.00 1.49%

F PEKERJAAN TOILET

F2 PEKERJAAN STRUKTUR ATAS

9 Baja C 100 x 50 x 20 x 3,2 kg 109.48 13,600.00 1,488,928.00 0.12%10 Mur baud Ø 16 bh 72.00 6,700.00 482,400.00 0.04%11 Plat simpul t. 8mm kg 21.72 13,100.00 284,532.00 0.02%12 Angkur Baud Ø 16 mm bh 8.00 50,000.00 400,000.00 0.03%13 Pengelasan cm 1,520.00 Include

F3 PEKERJAAN FINISHING

- Penutup atap Halte, Metal gelombang color m2 5.42 150,000.00 813,000.00 0.06%- Pasang talang seng tbl. 0,3 mm + alas papan m' 1.50 90,000.00 135,000.00 0.01%- 5.42 105,000.00 569,100.00 0.04%

III JPO BARU

A PEKERJAAN STRUKTUR

A2 PEKERJAAN STRUKTUR ATAS

1 Pasang Pilar Jembatan

- Pilar/Kolom Pipa Baja Ø 800 mm tbl. 12 mm kg 4,123.80 15,100.00 62,269,380.00 4.92% 2977.99 44,967,627.11 72.21% 3.55%- Beton Pengisi pilar baja m3

- Base plate tebal 20 mm kg 471.00 13,100.00 6,170,100.00 0.49% 325.34 4,261,940.16 69.07% 0.34%- Plat simpul tebal 20 mm kg 452.16 13,100.00 5,923,296.00 0.47% 0.00 0.00% 0.00%- Grouting Dudukan pipa baja Ø 800 mm bh 3.00 -

- Stifner kaki pilar besi plat tebal 16 mm kg 54.26 13,100.00 710,795.52 0.06% 45.22 592,329.60 83.33% 0.05%bh 24.00 115,000.00 2,760,000.00 0.22% 24 2,760,000.00 100.00% 0.22%

- Pengelasan cm 3,777.60 Include 3777.62 Pasang Balok Lantai

- Baja WF 600 x 200 x 11 x 17 kg 12,130.11 13,600.00 164,969,496.00 13.03% 11732.93 159,567,820.80 96.73% 12.61%- Baja WF 150 x 75 x 5 x 7 kg 468.48 13,600.00 6,371,379.00 0.50% 230.72 3,137,792.00 49.25% 0.25%- Stifner plat baja tbl. 20 mm kg 980.46 13,100.00 12,844,026.00 1.01% 0.00- Plat simpul tbl. 12 mm kg 339.26 13,100.00 4,444,306.00 0.35% 457.81 5,997,337.20 134.94% 0.47%- Penguat plat lantai Besi siku L 70 x 70 x 7 kg 1156.37 13,600.00 15,726,661.92 1.24% 1048.24 14,256,069.98 90.65% 1.13%- Ikatan angin Besi siku L 70 x 70 x 7 kg 506.27 16,100.00 8,150,914.80 0.64% 983.37 15,832,260.86 194.24% 1.25%- Penjepit Chequerplate L50.50.5 kg 224.87 13,600.00 3,058,261.92 0.24% 252.41 3,432,762.94 112.25% 0.27%- Mur Baud HTB Ø 22 bh 200.00 13,800.00 2,760,000.00 0.22% 16.00 220,800.00 8.00% 0.02%- Pengelasan cm 16,553.33 Include

3 Chequerplate Allumunium motif kembang tebal 4 mm 80.31 500,000.00 40,155,750.00 3.17% 83.10 41,547,600.00 103.47% 3.28%- Pengelasan Aluminium Chequerplate cm 3,138.60 5,000.00 3138.60 15,693,000.00 1.24%4 Struktur atap

a Tiang atap pipa GIP dia. 3" kg 246.04 16,500.00 4,059,595.75 0.32% 1203.516 19,858,014.00 489.16% 1.57%- Plat tbl. 6 mm kg 24.87 13,100.00 325,781.28 0.03% 101.736 1,332,741.60 409.09% 0.11%

bh 112.00 3,500.00 392,000.00 0.03% 144 504,000.00 128.57% 0.04%b Rangka atap

kg 539.59 13,600.00 7,338,396.80 0.58% 629.89 8,566,526.85 116.74% 0.68%- Pengelasan cm 480.00 Include 480.00

HARGASATUAN

Rp.

JUMLAH HARGARp.

m2

m2

m2

-BajaWF 150 x 75 x 5 x 7

Isolasi Panas, glasswool tebal 2' density 48 kg/m3 + Aluminium Foil + Wire Mesh m2

Isolasi Panas, glasswool tebal 2' density 48 kg/m3 + Aluminium Foil + Wire Mesh

m2

-AngkurBaud Ø 25 mm

m2

-Murbaud Ø 12

-BajaC 75 x 45 x 15 x 2.3

Page 28: BQ-Saputra.xlsx

IV TANGGA TEPI JPO SISI UTARA

A PEKERJAAN STRUKTUR

A2 PEKERJAAN STRUKTUR ATAS

1 Pasang Pilar Jembatan

- Pilar/Kolom Pipa Baja Ø 600 mm kg 318.00 15,100.00 4,801,800.00 0.38% 229.74 3,469,043.80 72.24% 0.27%- Base plate tebal 20 mm kg 100.48 13,100.00 1,316,288.00 0.10% 52.45 687,060.03 52.20% 0.05%- Grouting Dudukan pipa baja Ø 600 mm bh 1.00 - 1- Stifner kaki pilar besi plat tebal 16 mm kg 36.17 13,100.00 473,863.68 0.04% 15.072 197,443.20 41.67% 0.02%- Plat simpul tebal 20 mm kg 150.72 13,100.00 1,974,432.00 0.16% 27.13 355,397.76 18.00% 0.03%- Angkur Baud Ø 25 mm bh 8.00 115,000.00 920,000.00 0.07% 8 920,000.00 100.00% 0.07%- Pengelasan cm 1,259.20 Include 1259.22 Pasang Balok Lantai

- Baja WF 396 x 199 x 7 x 11 kg 2,904.00 13,600.00 39,494,400.00 3.12% 1975.91 26,872,321.60 68.04% 2.12%- Baja WF 150 x 75 x 5 x 7 kg 313.60 13,600.00 4,264,960.00 0.34% 161.56 2,197,216.00 51.52% 0.17%- Plat simpul & stiffener kg 382.53 13,100.00 5,011,143.00 0.40% 0.00 0.00% 0.00%- Penguat plat lantai Besi siku L 70 x 70 x 7 kg 171.22 13,600.00 2,328,537.60 0.18% 55.23 751,154.11 32.26% 0.06%- Ikatan angin Besi siku L 70 x 70 x 7 kg 377.86 16,100.00 6,083,481.60 0.48% 117.65 1,894,196.56 31.14% 0.15%- Penjepit Chequerplate L50.50.5 kg 714.42 13,600.00 9,716,112.00 0.77% 396.64 5,394,327.12 55.52% 0.43%- Mur Baud HTB Ø 22 bh 80.00 13,800.00 1,104,000.00 0.09% 32.00 441,600.00 40.00% 0.03%- Pengelasan cm 2,206.00 Include 22063 Chequerplate Allumunium motif kembang tebal 4 mm 35.40 500,000.00 17,700,000.00 1.40% 24.073 12,036,500.00 68.00% 0.95%- Pengelasan Aluminium Chequerplate cm 1,342.00 5,000.00 6,710,000.00 0.53% 1342 6,710,000.00 100.00% 0.53%4 Struktur atap

a Tiang atap pipa GIP dia. 3" kg 388.17 16,500.00 6,404,805.00 0.51% 436.32 7,199,280.00 112.40% 0.57%- Plat tbl. 6 mm kg 22.61 13,100.00 296,164.80 0.02% 45.216 592,329.60 200.00% 0.05%- Mur baud Ø 12 bh 64.00 3,500.00 224,000.00 0.02% 64 224,000.00 100.00% 0.02%b Rangka atap

- Baja C 75 x 45 x 15 x 2.3 kg 373.71 13,600.00 5,082,410.66 0.40% 213.78 2,907,473.28 57.21% 0.23%- Pengelasan cm 384.00 Include 384.00

V TANGGA TEPI JPO SISI SELATAN

A PEKERJAAN STRUKTUR

A2 PEKERJAAN STRUKTUR ATAS

1 Pasang Pilar Jembatan

- Pilar/Kolom Pipa Baja Ø 600 mm kg 365.70 15,100.00 5,522,070.00 0.44% 232.50 3,510,731.88 63.58% 0.28%- Base plate tebal 20 mm kg 100.48 13,100.00 1,316,288.00 0.10% 52.45 687,060.03 52.20% 0.05%- Grouting Dudukan pipa baja Ø 600 mm bh 1.00 - 1.00- Stifner kaki pilar besi plat tebal 16 mm kg 36.17 13,100.00 473,863.68 0.04% 15.07 197,443.20 41.67% 0.02%- Plat simpul tebal 20 mm kg 150.72 13,100.00 1,974,432.00 0.16% 0 0.00% 0.00%- Angkur Baud Ø 25 mm bh 8.00 115,000.00 920,000.00 0.07% 8 920,000.00 100.00% 0.07%- Pengelasan cm 1,259.20 Include 1259.22 Pasang Balok Lantai

- Baja WF 396 x 199 x 7 x 11 kg 2,772.00 13,600.00 37,699,200.00 2.98% 1843.46 25,071,083.20 66.50% 1.98%- Baja WF 150 x 75 x 5 x 7 kg 176.40 13,600.00 2,399,040.00 0.19% 178.72 2,430,646.40 101.32% 0.19%- Plat simpul & stiffener kg 382.53 13,100.00 5,011,143.00 0.40% 0.00- Penguat plat lantai Besi siku L 70 x 70 x 7 kg 82.66 13,600.00 1,124,121.60 0.09% 9.62 130,879.87 11.64% 0.01%- Ikatan angin Besi siku L 70 x 70 x 7 kg 188.93 16,100.00 3,041,740.80 0.24% 156.18 2,514,426.52 82.66% 0.20%- Penjepit Chequerplate L50.50.5 kg 714.42 13,600.00 9,716,112.00 0.77% 727.66 9,896,111.26 101.85% 0.78%- Mur Baud HTB Ø 22 bh 80.00 13,800.00 1,104,000.00 0.09% 16.00 220,800.00 20.00% 0.02%- Pengelasan cm 2,206.00 Include 22063 Chequerplate Allumunium motif kembang tebal 4 mm 32.20 500,000.00 16,100,000.00 1.27% 28.21 14,105,000.00 87.61% 1.11%- Pengelasan Aluminium Chequerplate cm 1,342.00 5,000.00 727.66 3,638,276.20 0.29%4 Struktur atap

a Tiang atap pipa GIP dia. 3" kg 326.88 16,500.00 5,393,520.00 0.43% 381.78 6,299,370.00 116.80% 0.50%- Plat tbl. 6 mm kg 18.09 13,100.00 236,931.84 0.02% 39.564 518,288.40 218.75% 0.04%- Mur baud Ø 12 bh 64.00 3,500.00 224,000.00 0.02% 56 196,000.00 87.50% 0.02%b Rangka atap

- Baja C 75 x 45 x 15 x 2.3 kg 262.64 13,600.00 3,571,904.00 0.28% 241.11 3,279,098.72 91.80% 0.26%- Pengelasan cm 384.00 Include 384.00

VI RAMP TENGAH JPO

A PEKERJAAN STRUKTUR

A2 PEKERJAAN STRUKTUR ATAS

1 Pasang Pilar Jembatan

- Pilar/Kolom Pipa Baja Ø 600 mm kg 2,294.00 15,100.00 34,639,400.00 2.74% 1404.66 21,210,299.56 61.23% 1.68%- Base plate tebal 20 mm kg 942.00 13,100.00 12,340,200.00 0.97% 314.68 4,122,360.16 33.41% 0.33%- Grouting Dudukan pipa baja Ø 600 mm bh 7.00 -

- Stifner kaki pilar besi plat tebal 16 mm kg 126.60 13,100.00 1,658,522.88 0.13% 90.43 1,184,659.20 71.43% 0.09%- Plat simpul tebal 20 mm kg 904.32 13,100.00 11,846,592.00 0.94% 0.00- Angkur Baud Ø 25 mm bh 56.00 115,000.00 6,440,000.00 0.51% 48 5,520,000.00 85.71% 0.44%- Pengelasan cm 2,203.60 Include 2203.62 Pasang Balok Lantai

- Baja WF 396 x 199 x 7 x 11 kg 11,588.54 13,600.00 157,604,198.40 12.45% 7909.85 107,573,960.00 68.26% 8.50%kg 462.56 13,600.00 6,290,816.00 0.50% 371.20 5,048,265.60 80.25% 0.40%

- Plat simpul & stiffener kg 2,519.98 13,100.00 33,011,738.00 2.61% 0.00 0.00% 0.00%- Penguat plat lantai Besi siku L 70 x 70 x 7 kg 1124.25 13,600.00 15,289,860.38 1.21% 939.03 12,770,824.32 83.52% 1.01%- Ikatan angin Besi siku L 70 x 70 x 7 kg 661.25 16,100.00 10,646,092.80 0.84% 0.00- Penjepit Chequerplate L50.50.5 kg 487.62 13,600.00 6,631,632.00 0.52% 509.70 6,931,974.40 104.53% 0.55%- Mur Baud HTB Ø 22 bh 432.00 13,800.00 5,961,600.00 0.47% 104.00 1,435,200.00 24.07% 0.11%- Pengelasan cm 6,083.00 Include 6083.003 Chequerplate Allumunium motif kembang tebal 4 mm 90.30 500,000.00 45,150,000.00 3.57% 92.68 46,340,000.00 102.64% 3.66%

Pengelasan Aluminium Chequerplate cm 1,890.00 5,000.00 1890 9,450,000.00 0.75%4 Struktur atap -

a Tiang atap pipa GIP dia. 3" kg 1307.38 16,500.00 21,571,832.70 1.70% 1527.12 25,197,480.00 116.81% 1.99%- Plat tbl. 6 mm kg 65.56 13,100.00 858,877.92 0.07% 158.256 2,073,153.60 241.38% 0.16%- Mur baud Ø 12 bh 224.00 3,500.00 784,000.00 0.06% 224 784,000.00 100.00% 0.06%b Rangka atap

kg 1,075.18 13,600.00 14,622,393.60 1.16% 997.4088 13,564,759.68 92.77% 1.07%- Pengelasan cm 1,536.00 Include 1536

Sub Total A 1,265,700,671.93 964,883,913.99 76.23%

m2

m2

-BajaWF 150 x 75 x 5 x 7

m2

-BajaC 75 x 45 x 15 x 2.3

Page 29: BQ-Saputra.xlsx

NO URAIAN PEKERJAAN SAT VOLUME BOBOT VOLUME JUMLAH HARGA PRESTASI BOBOT

GEDONG PANJANG I

II PEKERJAAN HALTE TYPE H5-2 H5-2

A PEKERJAAN STRUKTUR HALTE

A2 PEKERJAAN STRUKTUR ATAS

1 Pasang Balok Lantai

- Baja WF 200 x 100 x 5,5 x 8 kg 2,623.59 13,600.00 35,680,824.00 2.78% 519.51 7,065,295.20 19.80% 0.55%- Base Plate tebal 10 mm kg 169.06 13,100.00 2,214,686.00 0.17% 169.56 2,221,236.00 100.30% 0.17%- Plat simpul tebal 8 mm kg 127.00 13,100.00 1,663,700.00 0.13% 174.36 2,284,088.75 137.29% 0.18%- Angkur Baud Ø 16 mm bh 96.00 50,000.00 4,800,000.00 0.37% 96.00 4,800,000.00 100.00% 0.37%- Grouting dudukan baja tebal 25 mm 0.00 - 2.16- Mur baud Ø 16 bh 224.00 6,700.00 1,500,800.00 0.12% 180 1,206,000.00 80.36% 0.09%- Pengelasan cm 0,000.00 Include 02 Pasang Pelat Lantai

- Floordeck t. 0.75 mm 90.00 130,000.00 11,700,000.00 0.91% 106.70 13,870,584.00 118.55% 1.08%3 Pasang Kolom Baja

- Baja 2 UNP 150 x 75 x 6,5 kg 4,716.96 13,600.00 64,150,656.00 5.00% 4,125.88 56,111,987.04 87.47% 4.38%- Pengelasan cm 0,000.00 Include

4 Pasang Balok Atap Halte

- Baja WF 200 x 100 x 5,5 x 8 kg 1,478.22 13,600.00 20,103,792.00 1.57% 1743.2985 23,708,859.60 117.93% 1.85%- Baja WF 150 x 75 x 5 x 7 kg 2,165.80 13,600.00 29,454,880.00 2.30% 1468.404 19,970,294.40 67.80% 1.56%- Baja C 150 x 50 x 20 x 3,2 kg 648.96 13,600.00 8,825,856.00 0.69% 606.6424 8,250,336.64 93.48% 0.64%- Baja C 125 x 50 x 20 x 3,2 kg 662.04 13,600.00 9,003,744.00 0.70% 575.157 7,822,135.20 86.88% 0.61%

kg 352.00 13,600.00 4,787,200.00 0.37% 0 0.00% 0.00%- Besi hollow kg 4,409.52 13,600.00 59,969,472.00 4.68% 4066.7124 55,307,288.64 92.23% 4.31%- Plat simpul t. 8mm kg 115.74 13,100.00 1,516,194.00 0.12% 158.24947 2,073,068.04 136.73% 0.16%- Mur baud Ø 16 bh 384.00 6,700.00 2,572,800.00 0.20% 256 1,715,200.00 66.67% 0.13%- Pengelasan cm 0,000.00 Include

5 Pasang Balok Atap Platform

- Baja WF 150 x 75 x 5 x 7 kg 493.50 13,600.00 6,711,600.00 0.52% 459.10 6,243,760.00 93.03% 0.49%- Plat simpul t. 8mm kg 9.15 13,100.00 119,865.00 0.01% 20.03 262,393.00 218.91% 0.02%

bh 32.00 6,700.00 214,400.00 0.02% 44.00 294,800.00 137.50% 0.02%- Pengelasan cm 320.00 Include

B. PEKERJAAN FINISHING

B1 FINISHING HALTE

4 Pekerjaan Atap :

- Penutup atap Halte, Metal gelombang color m2 154.12 150,000.00 23,117,400.00 1.80%- Penutup atap Platform, Metal gelombang color m2 25.00 150,000.00 3,750,000.00 0.29%- Nok atap Metal gelombang 0,50 TCT color m' 29.40 70,000.00 2,058,000.00 0.16%- Listplank atap halte dengan rangka besi hollow 40/40 m'

- Listplank atap platform dengan rangka besi hollow 40/40 m'

- Pasang talang seng tbl. 0,3 mm + alas papan m' 58.80 90,000.00 5,292,000.00 0.41%- 179.12 105,000.00 18,807,180.00 1.47%

F PEKERJAAN TOILET

F2 PEKERJAAN STRUKTUR ATAS

9 Baja C 100 x 50 x 20 x 3,2 kg 109.48 13,600.00 1,488,928.00 0.12%10 Mur baud Ø 16 bh 72.00 6,700.00 482,400.00 0.04%11 Plat simpul t. 8mm kg 21.72 13,100.00 284,532.00 0.02%12 Angkur Baud Ø 16 mm bh 8.00 50,000.00 400,000.00 0.03%13 Pengelasan cm 1,520.00 Include

F3 PEKERJAAN FINISHING

- Penutup atap Halte, Metal gelombang color m2 5.42 150,000.00 813,000.00 0.06%- Pasang talang seng tbl. 0,3 mm + alas papan m' 1.50 90,000.00 135,000.00 0.01%- 5.42 105,000.00 569,100.00 0.04%

III JPO BARU

A PEKERJAAN STRUKTUR

A2 PEKERJAAN STRUKTUR ATAS

1 Pasang Pilar Jembatan

- Pilar/Kolom Pipa Baja Ø 800 mm tbl. 12 mm kg 2,749.20 15,100.00 41,512,920.00 3.24% 2992.19 45,182,013.89 108.84% 3.52%- Base plate tebal 20 mm kg 314.00 13,100.00 4,113,400.00 0.32% 325.34 4,261,940.16 103.61% 0.33%- Plat simpul tebal 20 mm kg 301.44 13,100.00 3,948,864.00 0.31% 0- Grouting Dudukan pipa baja Ø 800 mm bh 3.00 -

- Stifner kaki pilar besi plat tebal 16 mm kg 36.17 13,100.00 473,863.68 0.04% 45.22 592,329.60 125.00% 0.05%- Angkur Baud Ø 25 mm bh 24.00 115,000.00 2,760,000.00 0.22% 24.00 2,760,000.00 100.00% 0.22%- Pengelasan cm 3,777.60 Include

2 Pasang Balok Lantai

- Baja WF 600 x 200 x 11 x 17 kg 12,448.11 13,600.00 169,294,296.00 13.20% 11511.92 156,562,084.80 92.48% 12.21%- Baja WF 150 x 75 x 5 x 7 kg 504.71 13,600.00 6,864,039.00 0.54% 230.72 3,137,792.00 45.71% 0.24%- Stifner plat baja tbl. 12 mm kg 980.46 13,100.00 12,844,026.00 1.00% 0.00- Plat simpul tbl. 12 mm kg 339.26 13,100.00 4,444,306.00 0.35% 457.81 5,997,337.20 134.94% 0.47%- Plat simpul tbl. 20 mm kg

- Penguat plat lantai Besi siku L 70 x 70 x 7 kg 1190.32 13,600.00 16,188,354.72 1.26% 1038.93 14,129,405.57 87.28% 1.10%- Ikatan angin Besi siku L 70 x 70 x 7 kg 538.74 16,100.00 8,673,714.00 0.68% 490.00 7,889,039.93 90.95% 0.62%- Penjepit Chequerplate L50.50.5 kg 242.26 13,600.00 3,294,738.72 0.26% 247.17 3,361,494.86 102.03% 0.26%- Mur Baud HTB Ø 22 bh 184.00 13,800.00 2,539,200.00 0.20% 16 220,800.00 8.70% 0.02%3 Chequerplate Allumunium motif kembang tebal 4 mm 86.52 500,000.00 43,260,750.00 3.37% 81.22 40,609,350.00 93.87% 3.17%- Pengelasan Aluminium Chequerplate cm 3,126.60 5,000.00 15,633,000.00 1.22% 3138.60 15,693,000.00 100.38% 1.22%4 Struktur atap

a Tiang atap pipa GIP dia. 3" kg 263.32 16,500.00 4,344,740.67 0.34% 1203.516 19,858,014.00 457.06% 1.55%- Plat tbl. 6 mm kg 27.13 13,100.00 355,397.76 0.03% 101.736 1,332,741.60 375.00% 0.10%

bh 112.00 3,500.00 392,000.00 0.03% 144 504,000.00 128.57% 0.04%b Rangka atap 0.00%

kg 583.36 13,600.00 7,933,714.13 0.62% 621.08 8,446,675.49 106.47% 0.66%- Pengelasan cm 768.00 Include 480.00

HARGA SATUAN(Rp.)

JUMLAH HARGA(Rp.)

m2

m2

-BajaC 100 x 50 x 20 x 3,2

-Murbaud Ø 16

Isolasi Panas, glasswool tebal 2' density 48 kg/m3 + Aluminium Foil + Wire Mesh m2

Isolasi Panas, glasswool tebal 2' density 48 kg/m3 + Aluminium Foil + Wire Mesh

m2

m2

-Murbaud Ø 12

-BajaC 75 x 45 x 15 x 2.3

Page 30: BQ-Saputra.xlsx

IV TANGGA TEPI JPO SISI UTARA

A PEKERJAAN STRUKTUR

A2 PEKERJAAN STRUKTUR ATAS

1 Pasang Pilar Jembatan

- Pilar/Kolom Pipa Baja Ø 600 mm kg 318.00 15,100.00 4,801,800.00 0.37% 229.74 3,469,043.80 72.24% 0.27%- Base plate tebal 20 mm kg 100.48 13,100.00 1,316,288.00 0.10% 52.45 687,060.03 52.20% 0.05%- Grouting Dudukan pipa baja Ø 600 mm bh 1.00 -

- Stifner kaki pilar besi plat tebal 16 mm kg 36.17 13,100.00 473,863.68 0.04% 15.07 197,443.20 41.67% 0.02%- Plat simpul tebal 20 mm kg 150.72 13,100.00 1,974,432.00 0.15% 0.00 0.00% 0.00%- Angkur Baud Ø 25 mm bh 8.00 115,000.00 920,000.00 0.07% 8 920,000.00 100.00% 0.07%- Pengelasan cm 1,259.20 Include 1259.22 Pasang Balok Lantai

kg 2,904.00 13,600.00 39,494,400.00 3.08% 1975.91 26,872,321.60 68.04% 2.10%kg 313.60 13,600.00 4,264,960.00 0.33% 161.56 2,197,216.00 51.52% 0.17%

- Plat simpul & stiffener kg 382.53 13,100.00 5,011,143.00 0.39% 0.00 0.00% 0.00%- Penguat plat lantai Besi siku L 70 x 70 x 7 kg 171.22 13,600.00 2,328,537.60 0.18% 55.23 751,154.11 32.26% 0.06%- Ikatan angin Besi siku L 70 x 70 x 7 kg 377.86 16,100.00 6,083,481.60 0.47% 117.65 1,894,196.56 31.14% 0.15%- Penjepit Chequerplate L50.50.5 kg 714.42 13,600.00 9,716,112.00 0.76% 396.64 5,394,327.12 55.52% 0.42%- Mur Baud HTB Ø 22 bh 80.00 13,800.00 1,104,000.00 0.09% 32.00 441,600.00 40.00% 0.03%- Pengelasan cm 2,206.00 Include

3 Chequerplate Allumunium motif kembang tebal 4 mm 35.40 500,000.00 17,700,000.00 1.38% 24.073 12,036,500.00 68.00% 0.94%- Pengelasan Aluminium Chequerplate cm 1,342.00 5,000.00 6,710,000.00 0.52% 1342 6,710,000.00 100.00% 0.52%4 Struktur atap

a Tiang atap pipa GIP dia. 3" kg 388.17 16,500.00 6,404,805.00 0.50% 436.32 7,199,280.00 112.40% 0.56%- Plat tbl. 6 mm kg 22.61 13,100.00 296,164.80 0.02% 45.216 592,329.60 200.00% 0.05%

bh 64.00 3,500.00 224,000.00 0.02% 64 224,000.00 100.00% 0.02%b Rangka atap

kg 373.71 13,600.00 5,082,410.66 0.40% 213.78 2,907,473.28 57.21% 0.23%- Pengelasan cm 384.00 Include 384.00

V TANGGA TEPI JPO SISI SELATAN

A PEKERJAAN STRUKTUR

A2 PEKERJAAN STRUKTUR ATAS

1 Pasang Pilar Jembatan

- Pilar/Kolom Pipa Baja Ø 600 mm kg 365.70 15,100.00 5,522,070.00 0.43% 234.47 3,540,509.08 64.12% 0.28%- Base plate tebal 20 mm kg 100.48 13,100.00 1,316,288.00 0.10% 52.45 687,060.03 52.20% 0.05%- Grouting Dudukan pipa baja Ø 600 mm bh 1.00 - 1- Stifner kaki pilar besi plat tebal 16 mm kg 36.17 13,100.00 473,863.68 0.04% 15.07 197,443.20 41.67% 0.02%- Plat simpul tebal 20 mm kg 150.72 13,100.00 1,974,432.00 0.15% 0- Angkur Baud Ø 25 mm bh 8.00 115,000.00 920,000.00 0.07% 8 920,000.00 100.00% 0.07%- Pengelasan cm 1,259.20 Include

2 Pasang Balok Lantai

kg 2,772.00 13,600.00 37,699,200.00 2.94% 2038.17 27,719,057.60 73.53% 2.16%kg 176.40 13,600.00 2,399,040.00 0.19% 137.48 1,869,728.00 77.94% 0.15%

- Plat simpul & stiffener kg 382.53 13,100.00 5,011,143.00 0.39% 0.00 0.00% 0.00%- Penguat plat lantai Besi siku L 70 x 70 x 7 kg 82.66 13,600.00 1,124,121.60 0.09% 0.00 0.00% 0.00%- Ikatan angin Besi siku L 70 x 70 x 7 kg 188.93 16,100.00 3,041,740.80 0.24% 186.89 3,008,947.03 98.92% 0.23%- Penjepit Chequerplate L50.50.5 kg 714.42 13,600.00 9,716,112.00 0.76% 462.78 6,293,740.54 64.78% 0.49%- Mur Baud HTB Ø 22 bh 80.00 13,800.00 1,104,000.00 0.09% 32.00 441,600.00 40.00% 0.03%- Pengelasan cm 2,206.00 Include 22063 Chequerplate Allumunium motif kembang tebal 4 mm 32.20 500,000.00 16,100,000.00 1.26% 56.35 28,172,900.00 174.99% 2.20%- Pengelasan Aluminium Chequerplate cm 1,342.00 5,000.00 6,710,000.00 0.52% 727.66 3,638,276.20 54.22% 0.28%4 Struktur atap

a Tiang atap pipa GIP dia. 3" kg 326.88 16,500.00 5,393,520.00 0.42% 381.78 6,299,370.00 116.80% 0.49%- Plat tbl. 6 mm kg 18.09 13,100.00 236,931.84 0.02% 39.564 518,288.40 218.75% 0.04%

bh 64.00 3,500.00 224,000.00 0.02% 56 196,000.00 87.50% 0.02%b Rangka atap

kg 262.64 13,600.00 3,571,904.00 0.28% 254.35 3,459,134.43 96.84% 0.27%- Pengelasan cm 384.00 Include 384

VI RAMP TENGAH JPO

A PEKERJAAN STRUKTUR

A2 PEKERJAAN STRUKTUR ATAS

1 Pasang Pilar Jembatan

- Pilar/Kolom Pipa Baja Ø 600 mm kg 2,294.00 15,100.00 34,639,400.00 2.70% 1404.66 21,210,299.56 61.23% 1.65%- Beton Pengisi pilar baja m3 2.77- Base plate tebal 20 mm kg 942.00 13,100.00 12,340,200.00 0.96% 314.68 4,122,360.16 33.41% 0.32%- Grouting Dudukan pipa baja Ø 600 mm bh 7.00 - 6- Stifner kaki pilar besi plat tebal 16 mm kg 126.60 13,100.00 1,658,522.88 0.13% 90.43 1,184,659.20 71.43% 0.09%- Plat simpul tebal 20 mm kg 904.32 13,100.00 11,846,592.00 0.92% 0- Angkur Baud Ø 25 mm bh 56.00 115,000.00 6,440,000.00 0.50% 48 5,520,000.00 85.71% 0.43%- Pengelasan cm 2,203.60 Include 2203.62 Pasang Balok Lantai

- Baja WF 396 x 199 x 7 x 11 kg 11,588.54 13,600.00 157,604,198.40 12.29% 7901.98 107,466,963.36 68.19% 8.38%- Baja WF 150 x 75 x 5 x 7 kg 462.56 13,600.00 6,290,816.00 0.49% 371.20 5,048,265.60 80.25% 0.39%- Plat simpul & stiffener kg 2,519.98 13,100.00 33,011,738.00 2.57% 0.00- Penguat plat lantai Besi siku L 70 x 70 x 7 kg 1124.25 13,600.00 15,289,860.38 1.19% 990.08 13,465,069.78 88.07% 1.05%- Ikatan angin Besi siku L 70 x 70 x 7 kg 661.25 16,100.00 10,646,092.80 0.83% 0.00- Penjepit Chequerplate L50.50.5 kg 487.62 13,600.00 6,631,632.00 0.52% 509.70 6,931,974.40 104.53% 0.54%- Mur Baud HTB Ø 22 bh 432.00 13,800.00 5,961,600.00 0.46% 104.00 1,435,200.00 24.07% 0.11%- Pengelasan cm 6,083.00 Include 60833 Chequerplate Allumunium motif kembang tebal 4 mm 90.30 500,000.00 45,150,000.00 3.52% 92.68 46,340,000.00 102.64% 3.61%

Pengelasan Aluminium Chequerplate cm 1,890.00 5,000.00 9,450,000.00 0.74% 1890 9,450,000.00 100.00% 0.74%4 Struktur atap

a Tiang atap pipa GIP dia. 3" kg 1307.38 16,500.00 21,571,832.70 1.68% 1527.12 25,197,480.00 116.81% 1.97%- Plat tbl. 6 mm kg 65.56 13,100.00 858,877.92 0.07% 158.256 2,073,153.60 241.38% 0.16%- Mur baud Ø 12 bh 224.00 3,500.00 784,000.00 0.06% 224 784,000.00 100.00% 0.06%b Rangka atap

- Baja C 75 x 45 x 15 x 2.3 kg 1,075.18 13,600.00 14,622,393.60 1.14% 997.41 13,564,759.68 92.77% 1.06%- Pengelasan cm 1,536.00 Include 1536

Sub Total A 1,282,301,855.62 966,995,530.75 75.41%

-BajaWF 396 x 199 x 7 x 11-BajaWF 150 x 75 x 5 x 7

m2

-Murbaud Ø 12

-BajaC 75 x 45 x 15 x 2.3

-Baja

WF 396 x 199 x 7 x 11-BajaWF 150 x 75 x 5 x 7

m2

-Murbaud Ø 12

-BajaC 75 x 45 x 15 x 2.3

m2

Page 31: BQ-Saputra.xlsx

REKAPITULASI PERHITUNGAN VOLUMESRTRUKTUR ATAS HALTE

PLUIT

NO URAIAN PEKERJAAN SAT VOLUME

A JPO

1 Pasang Pilar Jembatan

- Pilar/Kolom Pipa Baja Ø 800 mm tbl. 12 mm kg 3970.65- Beton Pengisi pilar baja m3 8.44- Base plate tebal 20 mm kg 433.79- Plat simpul tebal 20 mm kg 0.00

add Plat simpul tebal 16 mm kg 176.34- Grouting Dudukan pipa baja Ø 800 mm bh 4.00- Stifner kaki pilar besi plat tebal 16 mm kg 60.29

bh 32.00- Pengelasan cm 5036.802 Pasang Balok Lantai

- Baja WF 600 x 200 x 11 x 17 kg 15416.22- Baja WF 150 x 75 x 5 x 7 kg 259.56

add Base plate tebal 20 mm kg 1325.72add Plat simpul tbl. 8 mm kg 48.25

- Stifner plat baja tbl. 20 mm kg 0.00add Voute kg 369.06

- Plat simpul tbl. 12 mm kg 457.81- Penguat plat lantai Besi siku L 70 x 70 x 7 kg 1313.30- Ikatan angin Besi siku L 70 x 70 x 7 kg 534.05- Penjepit Chequerplate L50.50.5 kg 307.56- Mur Baud HTB Ø 22 bh 0.00

add Mur Baud HTB Ø 20 bh 328.00add Mur Baud Ø 16 bh 72.00

- Pengelasan cm 34301.713 Chequerplate Allumunium motif kembang tebal 4 mm 102.85- Pengelasan Aluminium Chequerplate cm 6634.294 Struktur atap

a Tiang atap pipa GIP dia. 3" kg 1537.83- Plat tbl. 6 mm kg 130.00- Mur baud Ø 12 bh 184.00b Rangka atap

kg 937.69- Pengelasan cm 1536.00

B TANGGA UTARA1 Pasang Pilar Jembatan

- Pilar/Kolom Pipa Baja Ø 600 mm kg 0add Pilar/Kolom Pipa Baja Ø 500 mm kg 1826.07

- Beton Pengisi pilar baja m3 3.64- Base plate tebal 20 mm kg 262.24- Grouting Dudukan pipa baja Ø 600 mm bh 5

-AngkurBaud Ø 25 mm

m2

-BajaC 75 x 45 x 15 x 2.3

Page 32: BQ-Saputra.xlsx

- Stifner kaki pilar besi plat tebal 16 mm kg 75.36- Plat simpul tebal 20 mm kg 0

add Plat simpul tebal 16 mm kg 135.65add Voute kg 82.77

- Angkur Baud Ø 25 mm bh 40- Pengelasan cm 5756.342 Pasang Balok Lantai

- Baja WF 396 x 199 x 7 x 11 kg 7076.75- Baja WF 150 x 75 x 5 x 7 kg 206.22- Plat simpul & stiffener kg 0.00

add Plat simpul tebal 10 mm kg 358.56add Plat simpul tebal 8 mm kg 42.63

- Penguat plat lantai Besi siku L 70 x 70 x 7 kg 1034.79- Ikatan angin Besi siku L 70 x 70 x 7 kg 356.42- Penjepit Chequerplate L50.50.5 kg 433.80- Mur Baud HTB Ø 22 bh 236.00

add Mur Baud HTB Ø 16 bh 60.00- Pengelasan cm 9732.83 Chequerplate Allumunium motif kembang tebal 4 mm 78.59- Pengelasan Aluminium Chequerplate cm 37804 Struktur atap

a Tiang atap pipa GIP dia. 3" kg 1827.09- Plat tbl. 6 mm kg 189.34- Mur baud Ø 12 bh 268b Rangka atap

- Baja C 75 x 45 x 15 x 2.3 kg 897.97- Pengelasan cm 987.43

C TANGGA SELATAN1 Pasang Pilar Jembatan

- Pilar/Kolom Pipa Baja Ø 600 mm kg 0add Pilar/Kolom Pipa Baja Ø 500 mm kg 271.15- Beton Pengisi pilar baja m3 0.54- Base plate tebal 20 mm kg 52.45- Grouting Dudukan pipa baja Ø 600 mm bh 1- Stifner kaki pilar besi plat tebal 16 mm kg 15.07- Plat simpul tebal 20 mm kg 0add Plat simpul tebal 16 mm kg 27.13add Voute kg 27.59- Angkur Baud Ø 25 mm bh 8- Pengelasan cm 1309.5682 Pasang Balok Lantai

- Baja WF 396 x 199 x 7 x 11 kg 2221.78- Baja WF 150 x 75 x 5 x 7 kg 92.96- Plat simpul & stiffener kg 0.00add Plat simpul tebal 10 mm kg 72.93add Plat simpul tebal 8 mm kg 22.74- Penguat plat lantai Besi siku L 70 x 70 x 7 kg 0.00

m2

Page 33: BQ-Saputra.xlsx

- Ikatan angin Besi siku L 70 x 70 x 7 kg 89.11- Penjepit Chequerplate L50.50.5 kg 453.82- Mur Baud HTB Ø 22 bh 48.00add Mur Baud HTB Ø 16 bh 32.00- Pengelasan cm 6273 Chequerplate Allumunium motif kembang tebal 4 mm 27.00- Pengelasan Aluminium Chequerplate cm

4 Struktur atap

a Tiang atap pipa GIP dia. 3" kg 436.32- Plat tbl. 6 mm kg 45.216- Mur baud Ø 12 bh 64b Rangka atap

- Baja C 75 x 45 x 15 x 2.3 kg 235.49- Pengelasan cm 2347.59

D. RAMP TENGAH1 Pasang Pilar Jembatan

- Pilar/Kolom Pipa Baja Ø 600 mm kg 0add Pilar/Kolom Pipa Baja Ø 500 mm kg 1404.66- Beton Pengisi pilar baja m3 2.77- Base plate tebal 20 mm kg 314.68- Grouting Dudukan pipa baja Ø 600 mm bh 6- Stifner kaki pilar besi plat tebal 16 mm kg 90.43- Plat simpul tebal 20 mm kg 0add Plat simpul tebal 16 mm kg 162.78add Voute kg 165.53- Angkur Baud Ø 25 mm bh 48- Pengelasan cm 2425.682 Pasang Balok Lantai

- Baja WF 396 x 199 x 7 x 11 kg 8024.18- Baja WF 150 x 75 x 5 x 7 kg 371.20- Plat simpul & stiffener kg 0.00

add Plat simpul tebal 10 mm kg 309.51add Plat simpul tebal 8 mm kg 76.73

- Penguat plat lantai Besi siku L 70 x 70 x 7 kg 934.94- Ikatan angin Besi siku L 70 x 70 x 7 kg 573.65- Penjepit Chequerplate L50.50.5 kg 474.19- Mur Baud HTB Ø 22 bh 208.00add Mur Baud HTB Ø 16 bh 108.00- Pengelasan cm 1946.973 Chequerplate Allumunium motif kembang tebal 4 mm 86.086

Pengelasan Aluminium Chequerplate cm 1946.974 Struktur atap

a Tiang atap pipa GIP dia. 3" kg 1527.12- Plat tbl. 6 mm kg 158.26- Mur baud Ø 12 bh 224b Rangka atap

kg 937.69

m2

m2

-BajaC 75 x 45 x 15 x 2.3

Page 34: BQ-Saputra.xlsx

- Pengelasan cm 1744.34

Page 35: BQ-Saputra.xlsx

REKAP QUANTITYNama Kegiatan : 1.07.17.001 /Pembangunan Sarana dan Prasarana Busway Tj. Priok - PluitJenis Pekerjaan : Pelaksanaan Pembangunan Sarana dan Prasarana Busway Tj. Priok - Pluit Segmen 1Uraian Rincian Kegiatan : Belanja Modal Pengadaan Konstruksi / Pembelian Halte BusKode Rekening : 5.2.3.26.18Lokasi : Provinsi DKI JakartaTahun Anggaran : 2012

A2 PEKERJAAN STRUKTUR ATAS PLUIT

NO ITEM PEKERJAAN SAT VOLUME KETERANGAN

1 Pasang Balok Lantai

add Baja WF 250 x 125 x 6 x 9 kg 3,468.88

- Baja WF 200 x 100 x 5,5 x 8 kg 414.07

add Baja UNP 150x65x6,5 kg 1,106.22

- Base Plate tebal 10 mm kg 169.56

- Plat simpul tebal 8 mm kg 174.36

- Angkur Baud Ø 16 mm bh 96.00

- Grouting dudukan baja tebal 25 mm 2.16

- bh 180.00

- Pengelasan cm

2 Pasang Pelat Lantai

- Beton Pelat tebal 10 cm m3 10.67

- Besi beton kg 370.95

- Cat dasar epoxy 88.91

- Floordeck t. 0.75 mm 88.91

3 Pasang Kolom Baja

- Baja 2 UNP 150 x 75 x 6,5 kg 4,193.52

- Pengelasan cm

4 Pasang Balok Atap Halte

- kg 0,946.89

- kg 1,129.11

- kg 598.53

- kg 569.66

- Baja C 100 x 50 x 20 x 3,2 kg 000.00

- Besi hollow kg 0.00

add UNP 150 x 65 x 6,5 kg 3,556.15

- Plat simpul t. 8mm kg 103.00

- bh 176.00

- Pengelasan cm

5 Pasang Balok Atap Platform

- kg 420.60

- Plat simpul t. 8mm kg 20.03

- bh 44.00

- Pengelasan cm

m2

-Murbaud Ø 16

m2

m2

-BajaWF 200 x 100 x 5,5 x 8-BajaWF 150 x 75 x 5 x 7-BajaC 150 x 50 x 20 x 3,2-BajaC 125 x 50 x 20 x 3,2

-Murbaud Ø 16

-BajaWF 150 x 75 x 5 x 7

-Murbaud Ø 16

Page 36: BQ-Saputra.xlsx
Page 37: BQ-Saputra.xlsx

REKAP QUANTITY: 1.07.17.001 /Pembangunan Sarana dan Prasarana Busway Tj. Priok - Pluit: Pelaksanaan Pembangunan Sarana dan Prasarana Busway Tj. Priok - Pluit Segmen 1

3,468.88 414.07 1,106.21 169.56 174.35 96.00 2.16 180.00

10.66 370.94 88.91 88.91

4,193.51

946.89 1,129.11 598.53 569.65 - - 3,556.15 102.99 176.00

420.60 20.03 44.00

Page 38: BQ-Saputra.xlsx

REKAPITULASI PERHITUNGAN VOLUMESRTRUKTUR ATAS HALTE

PAKIN

NO URAIAN PEKERJAAN SAT VOLUME

A JPO1 Pasang Pilar Jembatan

- Pilar/Kolom Pipa Baja Ø 800 mm tbl. 12 mm kg 2977.99- Beton Pengisi pilar baja m3 6.33- Base plate tebal 20 mm kg 325.34- Plat simpul tebal 20 mm kg 0

add Plat simpul tebal 16 mm kg 132.26- Grouting Dudukan pipa baja Ø 800 mm bh 3- Stifner kaki pilar besi plat tebal 16 mm kg 45.22

bh 24- Pengelasan cm 3777.62 Pasang Balok Lantai

- Baja WF 600 x 200 x 11 x 17 kg 11732.93- Baja WF 150 x 75 x 5 x 7 kg 230.72

add Base plate tebal 20 mm kg 616.60add Plat simpul tbl. 8 mm kg 42.89add Plat simpul tbl. 10 mm kg 36.43

- Stifner plat baja tbl. 20 mm kg 0.00add Voute kg 276.79

- Plat simpul tbl. 12 mm kg 457.81- Penguat plat lantai Besi siku L 70 x 70 x 7 kg 1048.24- Ikatan angin Besi siku L 70 x 70 x 7 kg 983.37- Penjepit Chequerplate L50.50.5 kg 252.41- Mur Baud HTB Ø 22 bh 16

add Mur Baud HTB Ø 20 bh 216add Mur Baud Ø 16 bh 64

- Pengelasan cm 16553.333 Chequerplate Allumunium motif kembang tebal 4 mm 83.10- Pengelasan Aluminium Chequerplate cm 3,138.604 Struktur atap

a Tiang atap pipa GIP dia. 3" kg 1203.516- Plat tbl. 6 mm kg 101.736

bh 144b Rangka atap

kg 629.89- Pengelasan cm 480

B TANGGA UTARA1 Pasang Pilar Jembatan

- Pilar/Kolom Pipa Baja Ø 600 mm kg 0add Pilar/Kolom Pipa Baja Ø 500 mm kg 229.74

- Beton Pengisi pilar baja m3 0.46- Base plate tebal 20 mm kg 52.45

-AngkurBaud Ø 25 mm

m2

-Murbaud Ø 12

-BajaC 75 x 45 x 15 x 2.3

Page 39: BQ-Saputra.xlsx

- Grouting Dudukan pipa baja Ø 600 mm bh 1- Stifner kaki pilar besi plat tebal 16 mm kg 15.07- Plat simpul tebal 20 mm kg 0

add Plat simpul tebal 16 mm kg 27.13add Voute kg 27.59

- Angkur Baud Ø 25 mm bh 8- Pengelasan cm 1259.202 Pasang Balok Lantai

- Baja WF 396 x 199 x 7 x 11 kg 1975.91- Baja WF 150 x 75 x 5 x 7 kg 161.56- Plat simpul & stiffener kg 0.00

add Plat simpul tebal 10 mm kg 48.62add Plat simpul tebal 8 mm kg 36.95

- Penguat plat lantai Besi siku L 70 x 70 x 7 kg 55.23- Ikatan angin Besi siku L 70 x 70 x 7 kg 117.65- Penjepit Chequerplate L50.50.5 kg 396.64- Mur Baud HTB Ø 22 bh 32.00

add Mur Baud HTB Ø 16 bh 52.00- Pengelasan cm 2,206.00

3 Chequerplate Allumunium motif kembang tebal 4 mm 24.073- Pengelasan Aluminium Chequerplate cm 13424 Struktur atap

a Tiang atap pipa GIP dia. 3" kg 436.32- Plat tbl. 6 mm kg 45.216- Mur baud Ø 12 bh 64b Rangka atap

- Baja C 75 x 45 x 15 x 2.3 kg 213.78- Pengelasan cm 384

C TANGGA SELATAN1 Pasang Pilar Jembatan

- Pilar/Kolom Pipa Baja Ø 600 mm kg 0add Pilar/Kolom Pipa Baja Ø 500 mm kg 232.50- Beton Pengisi pilar baja m3 0.46- Base plate tebal 20 mm kg 52.45- Grouting Dudukan pipa baja Ø 600 mm bh 1- Stifner kaki pilar besi plat tebal 16 mm kg 15.07- Plat simpul tebal 20 mm kg 0add Plat simpul tebal 16 mm kg 27.13add Voute kg 27.59- Angkur Baud Ø 25 mm bh 8- Pengelasan cm 1259.22 Pasang Balok Lantai

- Baja WF 396 x 199 x 7 x 11 kg 1843.46- Baja WF 150 x 75 x 5 x 7 kg 178.72- Plat simpul & stiffener kg 0.00add Plat simpul tebal 10 mm kg 24.31add Plat simpul tebal 8 mm kg 36.95

m2

Page 40: BQ-Saputra.xlsx

- Penguat plat lantai Besi siku L 70 x 70 x 7 kg 9.62- Ikatan angin Besi siku L 70 x 70 x 7 kg 156.18- Penjepit Chequerplate L50.50.5 kg 727.66- Mur Baud HTB Ø 22 bh 16.00add Mur Baud HTB Ø 16 bh 52.00- Pengelasan cm 22063 Chequerplate Allumunium motif kembang tebal 4 mm 28.21- Pengelasan Aluminium Chequerplate cm 727.664 Struktur atap

a Tiang atap pipa GIP dia. 3" kg 381.78- Plat tbl. 6 mm kg 39.564- Mur baud Ø 12 bh 56b Rangka atap

- Baja C 75 x 45 x 15 x 2.3 kg 241.11- Pengelasan cm 384

D RAMP TENGAH1 Pasang Pilar Jembatan

- Pilar/Kolom Pipa Baja Ø 600 mm kg 0add Pilar/Kolom Pipa Baja Ø 500 mm kg 1404.66- Beton Pengisi pilar baja m3 2.77- Base plate tebal 20 mm kg 314.68- Grouting Dudukan pipa baja Ø 600 mm bh 6- Stifner kaki pilar besi plat tebal 16 mm kg 90.43- Plat simpul tebal 20 mm kg

add Plat simpul tebal 16 mm kg 162.78add Voute kg 165.53- Angkur Baud Ø 25 mm bh 48- Pengelasan cm 2203.62 Pasang Balok Lantai

- Baja WF 396 x 199 x 7 x 11 kg 7909.85- Baja WF 150 x 75 x 5 x 7 kg 371.20- Plat simpul & stiffener kg

add Plat simpul tebal 10 mm kg 151.50add Plat simpul tebal 8 mm kg 76.73

- Penguat plat lantai Besi siku L 70 x 70 x 7 kg 939.03- Ikatan angin Besi siku L 70 x 70 x 7 kg 0.00

add Ikatan angin Besi siku L 50 x 50 x 5 kg 315.54- Penjepit Chequerplate L50.50.5 kg 509.70- Mur Baud HTB Ø 22 bh 104.00add Mur Baud HTB Ø 16 bh 108.00- Pengelasan cm 60833 Chequerplate Allumunium motif kembang tebal 4 mm 92.68

Pengelasan Aluminium Chequerplate cm 18904 Struktur atap

a Tiang atap pipa GIP dia. 3" kg 1527.12- Plat tbl. 6 mm kg 158.256- Mur baud Ø 12 bh 224

m2

m2

Page 41: BQ-Saputra.xlsx

b Rangka atap

kg 997.41- Pengelasan cm 1536

-BajaC 75 x 45 x 15 x 2.3

Page 42: BQ-Saputra.xlsx

REKAP QUANTITYNama Kegiatan : 1.07.17.001 /Pembangunan Sarana dan Prasarana Busway Tj. Priok - PluitJenis Pekerjaan : Pelaksanaan Pembangunan Sarana dan Prasarana Busway Tj. Priok - Pluit Segmen 1Uraian Rincian Kegiatan : Belanja Modal Pengadaan Konstruksi / Pembelian Halte BusKode Rekening : 5.2.3.26.18Lokasi : Provinsi DKI JakartaTahun Anggaran : 2012

A2 PEKERJAAN STRUKTUR ATAS PAKIN

NO ITEM PEKERJAAN SAT VOLUME KETERANGAN

1 Pasang Balok Lantai

add Baja WF 250 x 125 x 6 x 9 kg 3,671.14

- Baja WF 200 x 100 x 5,5 x 8 kg 519.51

add Baja UNP 150x50x4.5x10 kg 1,106.22

- Base Plate tebal 10 mm kg 169.56

- Plat simpul tebal 8 mm kg 174.36

- Angkur Baud Ø 16 mm bh 96.00

- Grouting dudukan baja tebal 25 mm 2.16

- bh 180.00

- Pengelasan cm

2 Pasang Pelat Lantai

- Beton Pelat tebal 10 cm m3 12.80

- Besi beton kg 445.14

- Cat dasar epoxy 106.70

- Floordeck t. 0.75 mm 106.70

3 Pasang Kolom Baja

- Baja 2 UNP 150 x 75 x 6,5 kg 4,125.88

- Pengelasan cm

4 Pasang Balok Atap Halte

- kg 1,743.30

- kg 1,468.40

- kg 606.64

- kg 575.16

- Baja C 100 x 50 x 20 x 3,2 kg 000.00

- Besi hollow kg 4,066.71

- Plat simpul t. 8mm kg 158.25

- bh 256.00

- Pengelasan cm

5 Pasang Balok Atap Platform

- kg 459.10

- Plat simpul t. 8mm kg 20.03

- bh 44.00

- Pengelasan cm

m2

-Murbaud Ø 16

m2

m2

-BajaWF 200 x 100 x 5,5 x 8-BajaWF 150 x 75 x 5 x 7-BajaC 150 x 50 x 20 x 3,2-BajaC 125 x 50 x 20 x 3,2

-Murbaud Ø 16

-BajaWF 150 x 75 x 5 x 7

-Murbaud Ø 16

Page 43: BQ-Saputra.xlsx

REKAP QUANTITY: 1.07.17.001 /Pembangunan Sarana dan Prasarana Busway Tj. Priok - Pluit: Pelaksanaan Pembangunan Sarana dan Prasarana Busway Tj. Priok - Pluit Segmen 1

3,671.14 519.50 1,106.21 169.56 174.35 96.00 2.16 180.00

12.80 445.13 106.69 106.69

4,125.88

1,743.29 1,468.40 606.64 575.15 - 4,066.71 158.24 256.00

459.10 20.03 44.00

Page 44: BQ-Saputra.xlsx

REKAPITULASI PERHITUNGAN VOLUMESRTRUKTUR ATAS HALTE

GEDONG PANJANG

NO URAIAN PEKERJAAN SAT VOLUME

A JPO1 Pasang Pilar Jembatan

- Pilar/Kolom Pipa Baja Ø 800 mm tbl. 12 mm kg 2992.19- Beton Pengisi pilar baja m3 6.36- Base plate tebal 20 mm kg 325.34- Plat simpul tebal 20 mm kg 0

add Plat simpul tebal 16 mm kg 132.26- Grouting Dudukan pipa baja Ø 800 mm bh 3- Stifner kaki pilar besi plat tebal 16 mm kg 45.22

bh 24- Pengelasan cm 3777.62 Pasang Balok Lantai

- Baja WF 600 x 200 x 11 x 17 kg 11511.92- Baja WF 150 x 75 x 5 x 7 kg 230.72

add Base plate tebal 20 mm kg 616.60add Plat simpul tbl. 8 mm kg 42.89add Plat simpul tbl. 12 mm kg 36.43

- Stifner plat baja tbl. 20 mm kg 0.00add Voute kg 276.79

- Plat simpul tbl. 12 mm kg 457.81- Penguat plat lantai Besi siku L 70 x 70 x 7 kg 1038.93- Ikatan angin Besi siku L 70 x 70 x 7 kg 490.00- Penjepit Chequerplate L50.50.5 kg 247.17- Mur Baud HTB Ø 22 bh 16

add Mur Baud HTB Ø 20 bh 216add Mur Baud Ø 16 bh 64

- Pengelasan cm 16553.333 Chequerplate Allumunium motif kembang tebal 4 mm 81.22- Pengelasan Aluminium Chequerplate cm 3,138.604 Struktur atap

a Tiang atap pipa GIP dia. 3" kg 1203.516- Plat tbl. 6 mm kg 101.736- Mur baud Ø 12 bh 144b Rangka atap

kg 621.08- Pengelasan cm 480

B. TANGGA UTARA1 Pasang Pilar Jembatan

- Pilar/Kolom Pipa Baja Ø 600 mm kg 0add Pilar/Kolom Pipa Baja Ø 500 mm kg 229.74

- Beton Pengisi pilar baja m3 0.46- Base plate tebal 20 mm kg 52.45

-AngkurBaud Ø 25 mm

m2

-BajaC 75 x 45 x 15 x 2.3

Page 45: BQ-Saputra.xlsx

- Grouting Dudukan pipa baja Ø 600 mm bh 1- Stifner kaki pilar besi plat tebal 16 mm kg 15.07- Plat simpul tebal 20 mm kg 0

add Plat simpul tebal 16 mm kg 27.13add Voute kg 15.07

- Angkur Baud Ø 25 mm bh 8- Pengelasan cm 1259.202 Pasang Balok Lantai

- Baja WF 396 x 199 x 7 x 11 kg 1975.91- Baja WF 150 x 75 x 5 x 7 kg 161.56- Plat simpul & stiffener kg

add Plat simpul tebal 10 mm kg 48.62add Plat simpul tebal 8 mm kg 36.95

- Penguat plat lantai Besi siku L 70 x 70 x 7 kg 55.23- Ikatan angin Besi siku L 70 x 70 x 7 kg 117.65- Penjepit Chequerplate L50.50.5 kg 396.64- Mur Baud HTB Ø 22 bh 32.00

add Mur Baud HTB Ø 16 bh 52.00- Pengelasan cm 2,206.00

3 Chequerplate Allumunium motif kembang tebal 4 mm 24.073- Pengelasan Aluminium Chequerplate cm 13424 Struktur atap

a Tiang atap pipa GIP dia. 3" kg 436.32- Plat tbl. 6 mm kg 45.216- Mur baud Ø 12 bh 64b Rangka atap

- Baja C 75 x 45 x 15 x 2.3 kg 213.78- Pengelasan cm 384

C. TANGGA SELATAN1 Pasang Pilar Jembatan

- Pilar/Kolom Pipa Baja Ø 600 mm kg 0add Pilar/Kolom Pipa Baja Ø 500 mm kg 234.47

- Beton Pengisi pilar baja m3 0.47- Base plate tebal 20 mm kg 52.45- Grouting Dudukan pipa baja Ø 600 mm bh 1- Stifner kaki pilar besi plat tebal 16 mm kg 15.07- Plat simpul tebal 20 mm kg 0

add Plat simpul tebal 16 mm kg 27.13add Voute kg 27.59

- Angkur Baud Ø 25 mm bh 8- Pengelasan cm 1259.22 Pasang Balok Lantai

- Baja WF 396 x 199 x 7 x 11 kg 2038.17- Baja WF 150 x 75 x 5 x 7 kg 137.48- Plat simpul & stiffener kg 0.00

add Plat simpul tebal 10 mm kg 48.62add Plat simpul tebal 8 mm kg 28.42

m2

Page 46: BQ-Saputra.xlsx

- Penguat plat lantai Besi siku L 70 x 70 x 7 kg 0.00- Ikatan angin Besi siku L 70 x 70 x 7 kg 186.89- Penjepit Chequerplate L50.50.5 kg 462.78- Mur Baud HTB Ø 22 bh 32.00

add Mur Baud HTB Ø 16 bh 40.00- Pengelasan cm 22063 Chequerplate Allumunium motif kembang tebal 4 mm 56.35- Pengelasan Aluminium Chequerplate cm 727.664 Struktur atap

a Tiang atap pipa GIP dia. 3" kg 381.78- Plat tbl. 6 mm kg 39.564- Mur baud Ø 12 bh 56b Rangka atap

- Baja C 75 x 45 x 15 x 2.3 kg 254.35- Pengelasan cm 384

D. RAMP TENGAH1 Pasang Pilar Jembatan

- Pilar/Kolom Pipa Baja Ø 600 mm kg 0add Pilar/Kolom Pipa Baja Ø 500 mm kg 1404.66- Beton Pengisi pilar baja m3 2.77- Base plate tebal 20 mm kg 314.68- Grouting Dudukan pipa baja Ø 600 mm bh 6- Stifner kaki pilar besi plat tebal 16 mm kg 90.43- Plat simpul tebal 20 mm kg 0add Plat simpul tebal 16 mm kg 162.78add Voute kg 165.53- Angkur Baud Ø 25 mm bh 48- Pengelasan cm 2203.62 Pasang Balok Lantai

- Baja WF 396 x 199 x 7 x 11 kg 7901.98- Baja WF 150 x 75 x 5 x 7 kg 371.20- Plat simpul & stiffener kg

add Plat simpul tebal 10 mm kg 151.50add Plat simpul tebal 8 mm kg 76.73

- Penguat plat lantai Besi siku L 70 x 70 x 7 kg 990.08- Ikatan angin Besi siku L 70 x 70 x 7 kg

add Ikatan angin Besi siku L 50 x 50 x 5 kg 315.54- Penjepit Chequerplate L50.50.5 kg 509.70- Mur Baud HTB Ø 22 bh 104.00add Mur Baud HTB Ø 16 bh 108.00- Pengelasan cm 60833 Chequerplate Allumunium motif kembang tebal 4 mm 92.68

Pengelasan Aluminium Chequerplate cm 18904 Struktur atap

a Tiang atap pipa GIP dia. 3" kg 1527.12- Plat tbl. 6 mm kg 158.256- Mur baud Ø 12 bh 224

m2

m2

Page 47: BQ-Saputra.xlsx

b Rangka atap

kg 997.41- Pengelasan cm 1536

-BajaC 75 x 45 x 15 x 2.3

Page 48: BQ-Saputra.xlsx

REKAP QUANTITYNama Kegiatan : 1.07.17.001 /Pembangunan Sarana dan Prasarana Busway Tj. Priok - PluitJenis Pekerjaan : Pelaksanaan Pembangunan Sarana dan Prasarana Busway Tj. Priok - Pluit Segmen 1Uraian Rincian Kegiatan : Belanja Modal Pengadaan Konstruksi / Pembelian Halte BusKode Rekening : 5.2.3.26.18Lokasi : Provinsi DKI JakartaTahun Anggaran : 2012

A2 PEKERJAAN STRUKTUR ATAS GEDONG PANJANG

NO ITEM PEKERJAAN SAT VOLUME KETERANGAN

1 Pasang Balok Lantai

add Baja WF 250 x 125 x 6 x 9 kg 3,671.14

- Baja WF 200 x 100 x 5,5 x 8 kg 519.51

add Baja UNP 150x50x4.5x10 kg 1,106.22

- Base Plate tebal 10 mm kg 169.56

- Plat simpul tebal 8 mm kg 174.36

- Angkur Baud Ø 16 mm bh 96.00

- Grouting dudukan baja tebal 25 mm 2.16

- bh 180.00

- Pengelasan cm

2 Pasang Pelat Lantai

- Beton Pelat tebal 10 cm m3 12.80

- Besi beton kg 445.14

- Cat dasar epoxy 106.70

- Floordeck t. 0.75 mm 106.70

3 Pasang Kolom Baja

- Baja 2 UNP 150 x 75 x 6,5 kg 4,125.88

- Pengelasan cm

4 Pasang Balok Atap Halte

- kg 1,743.30

- kg 1,468.40

- kg 606.64

- kg 575.16

- Baja C 100 x 50 x 20 x 3,2 kg 000.00

- Besi hollow kg 4,066.71

- Plat simpul t. 8mm kg 158.25

- bh 256.00

- Pengelasan cm

5 Pasang Balok Atap Platform

- kg 459.10

- Plat simpul t. 8mm kg 20.03

- bh 44.00

- Pengelasan cm

m2

-Murbaud Ø 16

m2

m2

-BajaWF 200 x 100 x 5,5 x 8-BajaWF 150 x 75 x 5 x 7-BajaC 150 x 50 x 20 x 3,2-BajaC 125 x 50 x 20 x 3,2

-Murbaud Ø 16

-BajaWF 150 x 75 x 5 x 7

-Murbaud Ø 16

Page 49: BQ-Saputra.xlsx

REKAP QUANTITY: 1.07.17.001 /Pembangunan Sarana dan Prasarana Busway Tj. Priok - Pluit: Pelaksanaan Pembangunan Sarana dan Prasarana Busway Tj. Priok - Pluit Segmen 1

3,671.14 519.50 1,106.21 169.56 174.35 96.00 2.16 180.00

12.80 445.13 106.69 106.69 - 4,125.88

1,743.29 1,468.40 606.64 575.15 - 4,066.71 158.24 256.00

459.10 20.03 44.00