bill of quantity

PROYEK : PEMBANGUNAN CAR PARK LOKASI : BANDAR UDARAPEKERJAAN : A. PEKERJAAN STRUKTUR

NO URAIAN PEKERJAAN SAT VOLUME JUMLAH HARGA HARGA SATUAN

I PEKERJAAN PERSIAPAN

1 Pengukuran dan pemasangan bouplank ls 1.0 5,000,000.00 5,000,000.00 2 Kantor direksi keet M2 48.0 250,000.00 12,000,000.00 3 Bangunan gudang / work shop + Utilitas M2 64.0 200,000.00 12,800,000.00 4 Pagar sementara seng gelombang t = 2,1 m dicat M 240.0 150,000.00 36,000,000.00 5 Mobilisasi dan demobilisasi Lot 1.0 10,000,000.00 10,000,000.00 6 Air dan penerangan Bln 10.0 1,500,000.00 15,000,000.00

SUB TOTAL I 90,800,000.00

II PEKERJAAN TANAH

1 Pembersihan lapangan M2 5,192.0 3,900.00 20,248,800.00 2 Galian tanah setelah distripping M3 948.3 16,820.00 15,950,406.00 3 Timbunan tanah kembali dan pemadatan M3 948.3 10,100.00 9,577,830.00

SUB TOTAL II 45,777,036.00

III PEKERJAAN BETON PONDASI & TIE BEAM

1 Titik 240.0 4,794,000.00 1,150,560,000.00 Beton ( K 500 ) dan Beaya Pancang.

2 Penyambungan Tiang Pancang Bh 240.0 231,800.00 55,632,000.00 3 Bobokan Tiang Pancang Titik 240.0 77,300.00 18,552,000.00 4 Urugan pasir dibawah pondasi t = 10 cm M3 41.9 146,000.00 6,117,400.00 5 Lantai kerja dibawah pondasi t = 10 cm ( K 100 ) M3 41.9 494,700.00 20,727,930.00 6 Urugan pasir dibawah Tiebeam t = 10 cm M3 61.6 146,000.00 8,993,600.00 7 Lantai kerja dibawah Tiebeam t = 10 cm ( K 100 ) M3 61.6 494,700.00 30,473,520.00 8 M3 266.6 544,200.00 145,083,720.00

b) Besi D 16 ; 25 mm Kg 53,320.0 6,100.00 325,252,000.00 c) Bekisting M2 730.4 48,000.00 35,059,200.00

9 M3 256.4 544,200.00 139,532,880.00 b) Besi Ø 10 ; D 16 ; 25 mm Kg 51,280.0 6,100.00 312,808,000.00 c) Bekisting M2 1,338.9 48,000.00 64,267,200.00

M3 4.8 544,200.00 2,612,160.00 b) Besi ; D 10 ; 19 mm Kg 769.0 6,100.00 4,690,900.00 c) Bekisting M2 22.3 48,000.00 1,070,400.00

10 M3 26.9 544,200.00 14,638,980.00 b) Besi ; D 10 ; 19 mm Kg 6,960.0 6,100.00 42,456,000.00 c) Bekisting M2 134.4 48,000.00 6,451,200.00

SUB TOTAL III 2,384,979,090.00

Tiang Pancang uk. 40 X 40 CM ( P = 12 + 6 M )

Pile Cap , a) Beton ( K 450 )

Tie Beam, a) Beton ( K 450 )

Pondasi Kolom Canopy , a) Beton ( K 450 )

Tie Beam Canopy , a) Beton ( K 450 )



IV PEKERJAAN BETON KOLOM DAN BALOK

1A Pek. Kolom ( Elevasi 0.00 s/d 3.90 ).M3 52.6 544,200.00 28,646,688.00

b) Besi D 13 ;D 32 mm Kg 13,951.0 6,100.00 85,101,100.00 c) Bekisting M2 301.2 73,800.00 22,227,084.00

1B Pek. Kolom ( Elevasi 0.00 s/d 6.50 ).M3 162.9 544,200.00 88,650,180.00

b) Besi D 13 ;D 32 mm Kg 46,426.5 6,100.00 283,201,650.00 c) Bekisting M2 1,115.8 73,800.00 82,346,040.00

1C Pek. Kolom ( Elevasi 3.70 s/d 7.90 ).M3 54.4 544,200.00 29,615,364.00

b) Besi D 13 ;D 32 mm Kg 15,510 6,100.00 94,611,000.00 c) Bekisting M2 63.2 73,800.00 4,664,160.00

1D Pek. Kolom ( Elevasi 7.90 s/d 12.10 ).M3 66.0 544,200.00 35,917,200.00


1E Pek. Kolom ( Elevasi 6.50 s/d 11.00 ).M3 36.1 544,200.00 19,645,620.00


1F Pek. Kolom ( Elevasi 6.50 s/d 11.50 ).M3 44.6 544,200.00 24,271,320.00


1G Pek. Kolom ( Elevasi 6.50 s/d 13.50 ).M3 164.4 544,200.00 89,466,480.00


1H Karet Deletasi lebar 7 cm tebal 15 cm M 481.6 585,000.00 281,736,000.00 ( Dari elevasi + 0.00 s / d +13.50 ) As.2&13 / A-D

2AM3 61.9 544,200.00 33,685,980.00

dengan : a) Besi D 13 ; D ;16 ; 22 mm Kg 16,403.5 6,100.00 100,061,350.00 b) Bekisting M2 474.1 88,100.00 41,768,210.00

M3 26.6 544,200.00 14,475,720.00 dengan : a) Besi D 13 ; 22 mm Kg 5,399.8 6,100.00 32,938,780.00 b) Bekisting M2 164.4 88,100.00 14,483,640.00 Kabel Prestress ( Tendon ) Kg 894.0 37,900.00 33,882,600.00

M3 46.8 544,200.00 25,468,560.00 dengan : a) Besi D 13 ; D ;16 ; 22 mm Kg 10,708.0 6,100.00 65,318,800.00 b) Bekisting M2 335.6 88,100.00 29,566,360.00

Kolom, a) Beton ( K 450 )







Pek. Balok ( Elevasi + 3.70 ) Balok Induk, Beton ( K 450 ) Cast In Situ

Balok Induk, Beton ( K 450 ), Prestress Cast in situ

Balok Anak, Beton ( K 450 ) Precast



2BM3 216.6 544,200.00 117,873,720.00

dengan : a) Besi D 13 ; D ;16 ; 22 mm Kg 44,379.0 6,100.00 270,711,900.00 b) Bekisting M2 1,191.4 88,100.00 104,962,340.00

M3 80.6 544,200.00 43,862,520.00 dengan : a) Besi D 13 ; 22 mm Kg 10,768.0 6,100.00 65,684,800.00 b) Bekisting M2 487.6 88,100.00 42,957,560.00 Kabel Prestress ( Tendon ) Kg 2,675.0 37,900.00 101,382,500.00

M3 145.2 544,200.00 78,990,630.00 dengan : a) Besi D 13 ; D ;16 ; 22 mm Kg 31,902.0 6,100.00 194,602,200.00 b) Bekisting M2 1,080.2 92,000.00 99,378,400.00

2CM3 68.8 544,200.00 37,440,960.00



M3 52.0 544,200.00 28,298,400.00 dengan : a) Besi D 13 ; D ;16 ; 22 mm Kg 11,368 6,100.00 69,344,800.00 b) Bekisting M2 362.0 88,100.00 31,892,200.00

2DM3 44.4 544,200.00 24,162,480.00




2EM3 66.0 544,200.00 35,917,200.00



2FM3 68.0 544,200.00 37,005,600.00


M3 32.0 544,200.00 17,414,400.00 dengan : a) Besi D 13 ; 22 mm Kg 5,485.4 6,100.00 33,460,940.00 b) Bekisting M2 198.6 88,100.00 17,496,660.00 Kabel Prestress ( Tendon ) Kg 1,059.0 37,900.00 40,136,100.00


Pek. Balok ( Elevasi + 6.50 )Balok Induk, Beton ( K 450 ) Cast In Situ



Pek. Balok ( Elevasi +7.90 ) Balok Induk, Beton ( K 450 ) Cast In Situ













2GM3 198.6 544,200.00 108,078,120.00

dengan : a) Besi D 13 ; D ;16 ; 22 mm Kg 41,746.0 6,100.00 254,650,600.00 b) Bekisting M2 1,123.4 88,100.00 98,971,540.00


SUB TOTAL IV 5,235,167,578.00





V PEKERJAAN PLATE LANTAI & ATAP BETON

1 Beton plate lantai + 0.00 M3 623.3 515,300.00 321,186,490.00

Besi Ø 10 mm - 15 cm Kg 36,723.0 6,100.00 224,010,300.00 Bekisting M2 68.4 65,000.00 4,446,000.00

2 Beton plate lantai + 3.70 a. Beton plate lantai + 3.70 ( Pracetak-Pratekan ) M2 443.8 195,700.00 86,851,660.00

Erection M2 443.8 20,600.00 9,142,280.00 Shearconnector M2 443.8 12,900.00 5,725,020.00

b. Beton Cast in situ ( konvensional t = 15 cm K450 M3 13.7 544,200.00 7,444,656.00 Besi Ø 10 mm - 15 cm Kg 1,637.5 6,100.00 9,988,750.00 Bekisting M2 108.0 65,000.00 7,020,000.00

c. Lapisan toppingWire mesh M 5 ( topping ) M2 443.8 18,700.00 8,299,060.00 Concrete topping K 225 min.tebal 5 cm M2 535.0 25,765.00 13,784,275.00 Lapisan hardenner M2 443.8 33,400.00 14,822,920.00

3 Beton plate lantai + 6.50 a. Beton plate lantai + 6.50 ( Pracetak-Pratekan) M2 1,636.0 195,700.00 320,165,200.00

Erection M2 1,636.0 20,600.00 33,701,600.00 Shearconnector M2 1,636.0 12,900.00 21,104,400.00

b Beton Cast in situ ( konvensional t = 15 cm K450 M3 62.3 544,200.00 33,903,660.00 Besi Ø 10 mm - 15 cm Kg 12,646 6,100.00 77,140,600.00 Bekisting M2 528.6 65,000.00 34,359,000.00

c. Lapisan toppingWire mesh M 5 ( topping ) M2 1,636.0 18,700.00 30,593,200.00 Concrete topping K 225 min.tebal 5 cm M2 2,051.3 25,765.00 52,852,517.45 Karet Deletasi lebar 7 cm tebal 15 cm M 20.0 750,000.00 15,000,000.00

4 Beton plate lantai + 7.90 a. Beton plate lantai + 7.90 ( Pracetak-Pratekan) M2 486.3 195,700.00 95,168,910.00


b Beton Cast in situ ( konvensional t = 15 cm K450 M3 10.9 544,200.00 5,931,780.00 Besi Ø 10 mm - 15 cm Kg 2,212.7 6,100.00 13,497,470.00 Bekisting M2 88.7 65,000.00 5,765,500.00

c. Lapisan toppingWire mesh M 5 ( topping ) M2 486.3 18,700.00 9,093,810.00 Concrete topping K 225 min.tebal 5 s/d 15cm M2 559.0 51,530.00 28,803,724.10 Lapisan hardenner M2 559.0 33,400.00 18,669,598.00

5 Beton plate Atap + 11.00 a. Beton plate Atap + 11.00 ( Pracetak-Pratekan) M2 420.0 195,700.00 82,194,000.00




Beton plate lantai + 0.00 ( Cast In Situ ) T = 15 cm K.225





b. Lapisan toppingWire mesh M 5 ( topping ) M2 384.0 18,700.00 7,180,800.00 Concrete topping K 225 min.tebal 5 s/d 15cm M2 384.0 51,530.00 19,787,520.00 Lapisan hardenner M2 384.0 33,400.00 12,825,600.00









SUB TOTAL V 2,304,752,127.45



VI PEKERJAAN WATER PROFING

1 Beton plate Atap + 11.00 Lapisan water profingMembran ( dibakar ) M2 576.0 71,000.00 40,896,000.00 Screed 1 : 3 tebal = 30 mm M2 420.0 26,800.00 11,256,000.00 Fiber sebagai campuran screed Kg 12.6 235,900.00 2,972,340.00 Lapisan proteksi M2 576.0 3,200.00 1,843,200.00



4 Beton plate Atap + 13.50 Lapisan water profing plat atapMembran ( dibakar ) M2 256.0 71,000.00 18,176,000.00 Screed 1 : 3 tebal = 30 mm M2 256.0 26,800.00 6,860,800.00 Fiber sebagai campuran screed Kg 7.7 235,900.00 1,811,712.00 Lapisan proteksi M2 256.0 3,200.00 819,200.00

SUB TOTAL VI 211,656,628.00

VII PEKERJAAN TANGGA DAN LISTPLANK BETON

a Tangga Beton M3 18.0 515,300.00 9,275,400.00 Besi Ø 8 ; 10 mm Kg 4,770.0 6,100.00 29,097,000.00 Bekisting M2 138.0 65,000.00 8,970,000.00 - -

b Lisplang Beton Elevasi + 11.00 M3 4.6 515,300.00 2,365,227.00 Besi Ø 8 ; 10 mm Kg 757.4 6,100.00 4,619,835.00 Bekisting M2 48.0 65,000.00 3,117,400.00 - -

c Lisplang Beton Elevasi + 12.10 M3 5.7 515,300.00 2,916,598.00 Besi Ø 8 ; 10 mm Kg 933.0 6,100.00 5,691,300.00 Bekisting M2 75.6 65,000.00 4,916,600.00 - -

d Lisplang Beton Elevasi + 13.50 M3 11.5 515,300.00 5,936,256.00 Besi Ø 8 ; 10 mm Kg 1,362.5 6,100.00 8,311,433.00 Bekisting M2 164.0 65,000.00 10,660,000.00

SUB TOTAL VII 95,877,049.00



VIII PEKERJAAN KONSTRUKSI ATAP BAJA

Rangka Atap1 Pipa Ø 2" M 2,378.8 75,000.00 178,408,500.00 2 Pipa Ø 3" M 1,058.4 125,000.00 132,300,000.00 3 Pipa Ø 4" M 378.0 150,000.00 56,700,000.00 4 Pipa Ø 8" M 108.2 400,000.00 43,260,000.00 5 Gording C chanal 150x65x20x3,2 Kg 19,523.0 12,260.00 239,351,980.00 6 Trekstang Ø 12 mm Kg 987.0 6,100.00 6,020,700.00 7 Ikatan angin Ø 12 mm Kg 979.0 6,100.00 5,971,900.00 8 Turnbukle Ø 12 mm Bh 72.0 19,900.00 1,432,800.00 9 Mur baut Ø 12 mm Bh 640.0 2,000.00 1,280,000.00

10 Mur baut Ø 16 mm Bh 320.0 3,500.00 1,120,000.00 11 L 70x70x7 Kg 10,895.0 11,960.00 130,304,200.00 12 L 50x50x5 Kg 5,417.0 11,960.00 64,787,320.00 13 Angkur baut Ø 20 mm P = 50 cm Bh 320.0 25,000.00 8,000,000.00 14 Plat dudukan kolom t = 15 mm Kg 1,491.0 11,900.00 17,742,900.00 15 Plat dudukan balok bagian atas t = 15 mm Kg 1,221.0 11,900.00 14,529,900.00 16 Plat dudukan balok bagian atas t = 10 mm Kg 156.0 11,900.00 1,856,400.00 17 Plat pengaku gording t = 6 mm Kg 1,180.0 11,900.00 14,042,000.00 18 Plat pengaku rangka sopi - sopi t = 8 mm Kg 2,114.0 11,900.00 25,156,600.00 19 Penutup Atap Zincalume gelombang M2 2,797.2 88,110.00 246,461,292.00

( 0.55 mm ) + Alat bantu dan assesoriesnya ###20 Kaca penutup sopi - sopi As A-D / 4 - 13 t = 10 mm - M2 1,098.7 615,000.00 675,712,800.00

dof + rangka alumunium dan alat bantu lainya ###21 Flashing seng buat sopi - sopi atap + alat bantu M2 416.5 62,800.00 26,154,316.00 22 Glaswool + kawat ayam + Alumunium foil M2 2,797.2 31,100.00 86,992,920.00 23 Plywood 12 mm dan finishing melamik M2 2,997.0 100,000.00 299,700,000.00

###Rangka Canopy + Penutup ###

24 WF 450 x 200 x 9 x 14 Kg 17,640.0 12,260.00 216,266,400.00 25 WF 300 x 150 x 9 x 13 Kg 16,213.0 12,260.00 198,771,380.00 26 WF 200 x 100 x 5 x 8 Kg 11,751.0 12,260.00 144,067,260.00 27 Plate baja t = 10 mm Kg 8,890.0 11,900.00 105,791,000.00 28 Besi penggantung rangka Ø 50 mm P = ± 5 m Set 6.0 284,400.00 1,706,400.00

(termasuk plat dudukan besi penggantung ) ###29 Angkur baut Ø 20 mm P = 50 cm Bh 144.0 25,000.00 3,600,000.00 30 Mur baut Ø 16 mm HTB P= 10 cm Bh 3,141.6 6,700.00 21,048,720.00 31 Penutup atap kaca dof t = 10 mm + rangka M2 246.0 615,000.00 151,290,000.00 32 Penutup atap Metal Sheet M2 690.4 84,105.00 58,064,409.90

SUB TOTAL VIII 3,177,892,097.90

TOTAL PEKERJAAN STRUKTUR 13,546,901,606.35

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