FORM BOQ PENAWARAN PEKERJAAN BAJA (Blank) Ambon 20200203 [PDF]

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PROYEK : PEMBANGUNAN & RENOVASI TOYOTA VSP-BP AMBON LOKASI : JL. PIERE TENDEAN NO. 02, HALONG, KOTA AMBON - MALUKU OWNER



: PT. HASJRAT ABADI



RENCANA ANGGARAN BIAYA - BAJA No.



URAIAN PEKERJAAN



B



PEKERJAAN STRUKTUR



B.1 B.1.1



PEKERJAAN STRUKTUR TAHAP 1 STRUKTUR B&P WORKSHOP



VOLUME



SAT



HARGA SATUAN UPAH



HARGA



MATERIAL



UPAH



MATERIAL



JUMLAH



B.1.1.d PEKERJAAN KOLOM B 1



Kolom Strukur Baja WF Kolom WF 200x100 - Pekerjaan Grouting t: 25 mm (upah + bahan) - Pekerjaan Base Plate



0.66 m² 45.27 kg



70,000 3,300



195,000 16,000



- Pekerjaan Stiffener



12.07 kg



3,300



16,000



39,834



193,135



232,969



44.00 bh 972.16 kg



17,500 3,300



38,000 15,500



770,000 3,208,128



1,672,000 15,068,480



2,442,000 18,276,608



1,029.50 kg



980



1,300



1,008,910



1,338,350



2,347,260 -



- Pekerjaan Grouting t: 25 mm (upah + bahan) - Pekerjaan Base Plate



0.16 m² 9.88 kg



70,000 3,300



195,000 16,000



11,025 32,592



30,713 158,022



41,738 190,614



- Pekerjaan Stiffener



- Pekerjaan Anchor Bolt - Kolom Baja WF 200.100.5,5.8 2



3



- Finishing Cat Kolom WF 250x125



128,700 724,268



174,900 873,648



2.63 kg



3,300



16,000



8,691



42,139



50,830



- Pekerjaan Anchor Bolt - Kolom Baja WF 250.125.6.9



8.00 bh 240.94 kg



17,500 3,300



38,000 15,500



140,000 795,102



304,000 3,734,570



444,000 4,529,672



- Finishing Cat Kolom WF 300x150



253.45 kg



980



1,300



248,381



329,485



577,866 -



- Pekerjaan Grouting t: 25 mm (upah + bahan)



1.70 m²



70,000



195,000



119,000



331,500



450,500



111.93 kg 55.97 kg



3,300 3,300



16,000 16,000



369,377 184,686



1,790,916 895,445



2,160,293 1,080,131



- Pekerjaan Anchor Bolt - Kolom Baja WF 300.150.6,5.9



102.00 bh 3,606.88 kg



17,500 3,300



38,000 15,500



1,785,000 11,902,704



3,876,000 55,906,640



5,661,000 67,809,344



- Finishing Cat



3,774.77 kg



980



1,300



3,699,275



4,907,201



8,606,476 -



24,518,284



91,431,564



115,949,848



24,518,284



91,431,564



115,949,848



- Pekerjaan Base Plate - Pekerjaan Stiffener



Sub Total Pekerjaan Kolom Baja Total Pekerjaan Kolom B.1.1.e Pekerjaan Balok Baja 1 2



46,200 149,380



Balok dobel Besi CNP 150.50.20.2,3 Balok Baja WF 250.125.6.9



1,261.82 kg 3,024.53 kg



3,300 3,300



13,000 15,500



4,164,019 9,980,942



16,403,712 46,880,184



20,567,731 56,861,126



- Joint Balok ke Kolom



212.29 kg



3,300



16,500



700,572



3,502,858



4,203,429



- Joint Balok ke Rafter - Finishing Cat



4.08 kg 4,498.65 kg



3,300 980



18,200 1,300



13,471 4,408,673



74,297 5,848,240



87,768 10,256,914



19,267,678



72,709,291



91,976,969



Total Pekerjaan Balok Baja B.1.1.g Pekerjaan Rangka Atap 1 Rafter Skema - A -> Baja WF 300.150.6,5.9 / WF 200.100.5,5.8



1,087.77 kg



3,300



15,500



3,589,641



16,860,435



20,450,076



2 3 4



Rafter Skema - B -> Baja WF 300.150.6,5.9 / WF 200.100.5,5.8 Rafter Skema - B' - Baja WF 300.150.6,5.9 / WF 200.100.5,5.8 Rafter Skema - C -> Baja WF 300.150.6,5.9 / WF 200.100.5,5.8



2,789.71 kg 955.50 kg 1,152.53 kg



3,300 3,300 3,300



15,500 15,500 15,500



9,206,043 3,153,161 3,803,338



43,240,505 14,810,302 17,864,163



52,446,548 17,963,463 21,667,501



5 6



Rafter Skema - D -> Baja WF 200.100.5,5.8 Joint Rafter ke Kolom



652.80 kg 1,948.09 kg



3,300 3,300



15,500 18,200



2,154,240 6,428,710



10,118,400 35,455,308



12,272,640 41,884,018



7



Gording Besi CNP 150.50.20.2,3



2,475.63 kg



3,300



13,000



8,169,572



32,183,164



40,352,736



8 9



Trekstang Besi Beton Ø10 Ikatan Angin Besi Beton Ø16



124.91 kg 183.28 kg



3,300 3,300



15,500 15,500



412,187 604,824



1,936,031 2,840,840



2,348,218 3,445,664



10



Finishing Cat



11,370.22 kg



980



1,300



11,142,813



14,781,282



25,924,095



48,664,529 92,450,491



190,090,430 354,231,285



238,754,959 446,681,776



Total Pekerjaan Rangka Atap SUB TOTAL STRUKTUR B&P WORKSHOP B.1.2 STRUKTUR B&P RECEPTION B.1.2.d Pekerjaan Kolom Kolom Beton K-250 - Selimut Kolom Baja, t: 1.2 m B 2



Pekerjaan Kolom Baja Kolom WF 250x125 - Pekerjaan Grouting t: 25 mm (upah + bahan)



0.79 m²



70,000



195,000



55,125



153,563



208,688



49.38 kg 13.17 kg



3,300 3,300



16,000 16,000



162,960 43,455



790,110 210,693



953,070 254,148



- Pekerjaan Anchor Bolt - Kolom Baja WF 250.125.6.9



40.00 bh 1,411.92 kg



17,500 3,300



38,000 15,500



700,000 4,659,336



1,520,000 21,884,760



2,220,000 26,544,096



- Finishing Cat



1,474.47 kg



980



1,300



1,444,981



1,916,811



3,361,792



- Pekerjaan Base Plate - Pekerjaan Stiffener



Total Pekerjaan Kolom Baja



7,065,857



26,475,937



33,541,794



Total Pekerjaan Kolom



7,065,857



26,475,937



33,541,794



B.1.2.e Pekerjaan Balok Baja 1 Balok dobel Besi CNP 150.50.20.2,3 2 3



Joint Balok ke Kolom Finishing Cat



475.17 kg



3,300



13,000



1,568,054



6,177,184



7,745,238



23.52 kg 498.69 kg



3,300 980



16,500 1,300



77,614 488,714



388,071 648,294



465,686 1,137,007



2,134,382



7,213,549



9,347,932



Total Pekerjaan Balok Baja B.1.2.g Pekerjaan Rangka Atap 1 2



Rafter Skema - E Joint Rafter ke Kolom



1,759.93 kg 440.21 kg



3,300 3,300



15,500 18,200



5,807,780 1,452,678



27,278,967 8,011,738



33,086,747 9,464,416



3 4



Gording Trekstang Besi Beton Ø10



1,469.30 kg 87.73 kg



3,300 3,300



13,000 15,500



4,848,682 289,509



19,100,868 1,359,815



23,949,549 1,649,324



5



Ikatan Angin Besi Beton Ø16



109.97 kg



3,300



15,500



362,894



1,704,504



2,067,398



6



Finishing Cat



3,867.13 kg



980



1,300



3,789,792



5,027,274



8,817,066



16,551,334 25,751,574



62,483,166 96,172,652



79,034,500 121,924,226



118,202,066



450,403,937



568,606,002



Total Pekerjaan Rangka Atap SUB TOTAL STRUKTUR B&P RECEPTION SUB TOTAL STRUKTUR TAHAP 1 B.1.3 PEKERJAAN PENUTUP ATAP B.1.3.a B&P WORKSHOP 1 Atap Zincalume Spandek & Kliplok 2 3



Nok Listplank



4



Rangka Listplank



5 6



Flashing zincalum t=0,4 mm, L=300-500 mm Talang zincalum t=0,4 mm c/w rangka, L=1000-1250 mm



989.00 m²



18,000



98,000



17,802,000



96,922,000



114,724,000



22.00 m² 152.82 m²



18,000 18,000



98,000 92,000



396,000 2,750,789



2,156,000 14,059,589



2,552,000 16,810,378



5,990.09 kg



3,200



12,600



19,168,274



75,475,080



94,643,354



253.43 m 99.52 m



18,000 18,000



43,000 195,000



4,561,704 1,791,360



10,897,404 19,406,400



15,459,108 21,197,760



46,470,127



218,916,473



265,386,600



5,814,000



31,654,000



37,468,000



Total Pekerjaan Penutup Atap B&P Workshop B.1.3.b B&P RECEPTION 1 Atap Zincalume Spandeks 2



Nok (tidak ada)



3 4



Flashing zincalum t=0,4 mm, L=300-500 mm Talang zincalum t=0,4 mm c/w rangka, L=1000-1250 mm



323.00 m2 -



18,000



98,000



m2



77.70 m 25.95 m



18,000 18,000



43,000 195,000



Total Pekerjaan Penutup Atap B&P Reception SUB TOTAL PENUTUP ATAP TAHAP 1 F



1,398,600 467,100



3,341,100 5,060,250



4,739,700 5,527,350



7,679,700



40,055,350



47,735,050



54,149,827



258,971,823



313,121,650



PEKERJAAN SARANA & UTILITAS



F.7 F.7.6



INSURRANCE PARTS SCRAB Rangka Atap



25.92 m²



35,000



38,000



907,200



984,960



1,892,160



F.7.7



Penutup Atap Spandek zincalum t=0,45 mm



25.92 m²



18,000



98,000



466,560



2,540,160



3,006,720



SUB TOTAL PEKERJAAN INSURRANCE PARTS SCRAB



1,373,760



3,525,120



4,898,880



TOTAL PEKERJAAN SARANA & UTILITAS



1,373,760



3,525,120



4,898,880



173,725,653



712,900,880



886,626,533



TOTAL TAHAP 1