RAB Penawaran Stone Crusher V 1 [PDF]

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RENCANA ANGGARAN BIAYA STONE CRUSHER PLANT MANADO



NO



ITEM PEKERJAAN



A B C D E F G H



Pekerjaan Hopper Pekerjaan Grizzly ZSW Pekerjaan JAW 750x1060 mm Pekerjaan Cone PC3S Pekerjaan Cone PF3S Pekerjaan Vibrating Screen 1800x6000 mm Pekerjaan Vibrating Screen 1500x4000 mm Pekerjaan Vibrating Feeder 1100x2200 mm Jumlah Total Pembulatan



HARGA Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp



399,999,191.94 223,726,533.68 288,509,546.58 495,524,787.98 495,234,387.98 438,457,815.67 80,684,441.50 178,364,818.15 2,600,501,523.47 2,600,502,000.00



Terbilang 'Dua Milyar Enam Ratus Juta Lima Ratus Dua Ribu Rupiah'



RENCANA ANGGARAN BIAYA STONE CRUSHER PLANT MANADO



NO



ITEM PEKERJAAN



A 1 a b c d 2 a b c d e f 3 a b c 4 a b c d e f g h i B 1 a b c d 2 a b c d e f 3 a b c d e f C 1 a b c d 2 a b c d e f 3 a b c d e f g h i j k l D 1



Pekerjaan Hopper Pek. Pondasi sumuran Pek. Galian pondasi Pek. Urugan pasir 10 cm Pek. Buis beton dia.60 cm, Pek. Beton siklop, tebal 150 cm Pek. Pondasi poer 60x60x50 cm Pek. Galian pondasi Pek. Urugan pasir 5 cm Pek. Lantai kerja 5 cm Pek. Beton K-350 Pek. Pembesian Pek. Begisting Pek. Kolom pedestal 50x50 cm Pek. Beton K-350 Pek. Pembesian Pek. Begisting Pek. Baja Pek. Profil H 250X9X14 mm Pek. Plate joint coalbin to chassis, 12 mm Pek. End Plate 12 mm Pek. Base plate 20 mm Pek. Stiffner 12 mm Pek. Angkur d 1.5" Pek. Coal Bin Kap. 24 m3, Fin cat Pek. Cat meni besi Pek. Cat besi Pekerjaan Grizzly ZSW Pek. Pondasi sumuran Pek. Galian pondasi Pek. Urugan pasir 10 cm Pek. Buis beton dia.80 cm Pek. Beton siklop, tebal 150 cm Pek. Pondasi poer 400x220x50 cm Pek. Galian pondasi Pek. Urugan pasir 5 cm Pek. Lantai kerja 5 cm Pek. Beton K-350 Pek. Pembesian Pek. Begisting Pek. Baja Pek. Profil H 250X9X14 mm Pek. Base plate 20 mm Pek. Stiffner 12 mm Pek. Angkur d 1.5" Pek. Cat meni besi Pek. Cat besi Pekerjaan JAW 750x1060 mm Pek. Pondasi sumuran Pek. Galian pondasi Pek. Urugan pasir 10 cm Pek. Buis beton dia.100 cm Pek. Beton siklop, tebal 150 cm Pek. Pondasi poer 350x250x50 cm Pek. Galian pondasi Pek. Urugan pasir 5 cm Pek. Lantai kerja 5 cm Pek. Beton K-350 Pek. Pembesian Pek. Begisting Pek. Baja Pek. Profil H 350X12X19 mm Pek. Profil H 200X8X12 mm Pek. Profil L 60.5 mm Pek. Base plate 20 mm Pek. Stiffner & end plate 12 mm Pek. Angkur d 1.5" Pek. Tangga besi, Fin Cat Pek. Railing pipa 1", Fin cat Pek. Floor expanded metal Hopper JAW 750x1060 mm fin. Cat Pek. Cat meni besi Pek. Cat besi



Pekerjaan Cone PC3S Pek. Pondasi sumuran a Pek. Galian pondasi b Pek. Urugan pasir 10 cm



SPESIFIKASI



VOLUME



SATUAN



HARGA SATUAN



JUMLAH HARGA



Asumsi tanah keras Elv. -2.0 2.85 0.14 12.00 2.03



m3 m3 m' m3



86,520.00 213,010.00 469,393.15 2,206,444.89



246,461.56 28,894.38 5,632,717.76 4,489,497.54



1.73 0.14 0.14 1.44 360.00 9.60



m3 m3 m3 m3 kg m2



84,750.00 213,010.00 900,673.89 1,448,490.00 20,107.50 246,250.00



146,448.00 30,673.44 129,697.04 2,085,825.60 7,238,700.00 2,364,000.00



6.40 1619.20 20.48



m3 kg m2



1,448,490.00 20,107.50 465,245.00



9,270,336.00 32,558,064.00 9,528,217.60



kg 30,802.50 kg 29,416.50 kg 29,416.50 kg 29,416.50 kg 29,416.50 bh 117,063.00 unit 179,500,000.00 m2 14,315.00 m2 15,313.33 Jumlah Pekerjaan Hopper (Rp)



125,766,945.81 7,093,847.81 1,385,517.15 5,911,539.84 620,711.68 3,746,016.00 179,500,000.00 1,075,053.06 1,150,027.66 399,999,191.94



4083.01 241.15 47.10 200.96 21.10 32.00 1.00 75.10 75.10



Asumsi tanah keras Elv. -2.0 3.38 0.16 6.00 2.41



m3 m3 m' m3



86,520.00 213,010.00 493,593.15 2,206,444.89



292,102.59 34,245.19 2,961,558.88 5,320,885.98



5.28 0.44 0.44 4.40 1100.00 6.20



m3 m3 m3 m3 kg m2



84,750.00 213,010.00 900,673.89 1,448,490.00 20,107.50 246,250.00



447,480.00 93,724.40 396,296.51 6,373,356.00 22,118,250.00 1,526,750.00



5727.80 kg 30,802.50 100.48 kg 29,416.50 21.10 kg 29,416.50 16.00 bh 117,063.00 77.02 m2 14,315.00 77.02 m2 15,313.33 Jumlah Pekerjaan Grizzly ZSW (Rp)



176,430,443.99 2,955,769.92 620,711.68 1,873,008.00 1,102,529.85 1,179,420.68 223,726,533.68



Asumsi tanah keras Elv. -2.0 6.59 0.31 6.00 4.71



m3 m3 m' m3



86,520.00 213,010.00 517,793.15 2,206,444.89



570,512.88 66,885.14 3,106,758.88 10,392,355.43



5.25 0.44 0.44 4.38 1312.50 6.00



m3 m3 m3 m3 kg m2



84,750.00 213,010.00 900,673.89 1,448,490.00 20,107.50 246,250.00



444,937.50 93,191.87 394,044.83 6,337,143.75 26,391,093.75 1,477,500.00



4096.30 kg 30,802.50 1578.61 kg 30,802.50 101.63 kg 29,647.50 125.60 kg 29,416.50 286.46 kg 29,416.50 16.00 bh 117,063.00 3.60 m' 1,275,000.00 22.40 m' 385,000.00 8.87 m2 253,586.46 1.00 set 29,325,000.00 89.03 m2 14,315.00 89.03 m2 15,313.33 Jumlah Pekerjaan JAW 750x1060 mm (Rp)



126,176,280.75 48,625,275.70 3,013,087.28 3,694,712.40 8,426,576.75 1,873,008.00 4,590,000.00 8,624,000.00 2,249,311.89 29,325,000.00 1,274,493.08 1,363,376.69 288,509,546.58



Asumsi tanah keras Elv. -2.0 6.59 0.31



m3 m3



86,520.00 213,010.00



570,512.88 66,885.14



c d 2 a b c d e f 3 a b c d e f g h i j k l m n o E 1 a b c d 2 a b c d e f 3 a b c d e f g h i j k l m n o F 1 a b c d 2 a b c d e f 3 a b c 4 a b c d e f g h G 1



Pek. Buis beton dia.100 cm Pek. Beton siklop, tebal 150 cm Pek. Pondasi poer 340x580x50 cm Pek. Galian pondasi Pek. Urugan pasir 5 cm Pek. Lantai kerja 5 cm Pek. Beton K-350 Pek. Pembesian Pek. Begisting Pek. Baja Pek. Profil H 250X9X14 mm Pek. Profil H 200X8X12 mm Pek. Profil H 150X7X10 mm Pek. Profil UNP 100X50X6 mm Pek. Profil L 60.5 mm Pek. Floor expanded metal Pek. Base plate 20 mm Pek. Stiffner 12 mm Pek. Angkur d 1.5" Pek. Tangga besi, Fin Cat Pek. Railing pipa 1", Fin cat Pek. Top Hopper cone PC3S Pek. Bottom Hopper cone PC3S Pek. Cat meni besi Pek. Cat besi Pekerjaan Cone PF3S Pek. Pondasi sumuran Pek. Galian pondasi Pek. Urugan pasir 10 cm Pek. Buis beton dia.100 cm Pek. Beton siklop, tebal 150 cm Pek. Pondasi poer Pek. Galian pondasi Pek. Urugan pasir 5 cm Pek. Lantai kerja 5 cm Pek. Beton K-350 Pek. Pembesian Pek. Begisting Pek. Baja Pek. Profil H 250X9X14 mm Pek. Profil H 200X8X12 mm Pek. Profil H 150X7X10 mm Pek. Profil UNP 100X50X6 mm Pek. Profil L 60.5 mm Pek. Floor expanded metal Pek. Base plate 20 mm Pek. Stiffner 12 mm Pek. Angkur d 1.5" Pek. Tangga besi, Fin Cat Pek. Railing pipa 1", Fin cat Pek. Top Hopper cone PC3S Pek. Bottom Hopper cone PC3S Pek. Cat meni besi Pek. Cat besi Pekerjaan Vibrating Screen 1800x6000 mm Pek. Pondasi sumuran Pek. Galian pondasi Pek. Urugan pasir 10 cm Pek. Buis beton dia.60 cm Pek. Beton siklop, tebal 150 cm Pek. Pondasi poer 500x730x50 cm Pek. Galian pondasi Pek. Urugan pasir 5 cm Pek. Lantai kerja 5 cm Pek. Beton K-350 Pek. Pembesian Pek. Begisting Pek. Kolom pedestal 40x40 cm Pek. Beton K-350 Pek. Pembesian Pek. Begisting Pek. Baja Pek. Profil WF 300X150X6.5X9 mm Pek. UNP 250X90X9 mm Pek. Pipa 3" SACH 40 Pek. Base plate & end plate 20 mm Pek. Stiffner 12 mm Pek. Angkur d 1.5" Pek. Cat meni besi Pek. Cat besi



Pekerjaan Vibrating Screen 1500x4000 mm Pek. Pondasi sumuran a Pek. Galian pondasi b Pek. Urugan pasir 10 cm c Pek. Buis beton dia.60 cm



6.00 4.71



m' m3



517,793.15 2,206,444.89



3,106,758.88 10,392,355.43



11.83 0.99 0.99 9.86 2958.00 9.20



m3 m3 m3 m3 kg m2



84,750.00 213,010.00 900,673.89 1,448,490.00 20,107.50 246,250.00



1,002,762.00 210,027.86 888,064.45 14,282,111.40 59,477,985.00 2,265,500.00



4846.85 kg 30,802.50 2273.21 kg 30,802.50 666.54 kg 30,802.50 571.44 kg 30,802.50 77.50 kg 29,647.50 25.37 m2 253,586.46 200.96 kg 29,416.50 21.10 kg 29,416.50 32.00 kg 117,063.00 6.00 m' 1,275,000.00 31.70 m' 385,000.00 1.00 set 73,000,000.00 1.00 set 29,000,000.00 167.06 m2 14,315.00 167.06 m2 15,313.33 Jumlah Pekerjaan Cone PC3S (Rp)



149,295,020.12 70,020,397.01 20,531,098.35 17,601,685.63 2,297,614.05 6,433,488.45 5,911,539.84 620,711.68 3,746,016.00 7,650,000.00 12,204,500.00 73,000,000.00 29,000,000.00 2,391,485.37 2,558,268.44 495,524,787.98



Asumsi tanah keras Elv. -2.0 6.59 0.31 6.00 4.71



m3 m3 m' m3



86,520.00 213,010.00 469,393.15 2,206,444.89



570,512.88 66,885.14 2,816,358.88 10,392,355.43



11.83 0.99 0.99 9.86 2958.00 9.20



m3 m3 m3 m3 kg m2



84,750.00 213,010.00 900,673.89 1,448,490.00 20,107.50 246,250.00



1,002,762.00 210,027.86 888,064.45 14,282,111.40 59,477,985.00 2,265,500.00



4846.85 kg 30,802.50 2273.21 kg 30,802.50 666.54 kg 30,802.50 571.44 kg 30,802.50 77.50 kg 29,647.50 25.37 m2 253,586.46 200.96 kg 29,416.50 21.10 kg 29,416.50 32.00 kg 117,063.00 6.00 m' 1,275,000.00 31.70 m' 385,000.00 1.00 set 73,000,000.00 1.00 set 29,000,000.00 167.06 m2 14,315.00 167.06 m2 15,313.33 Jumlah Pekerjaan Cone PF3S (Rp)



149,295,020.12 70,020,397.01 20,531,098.35 17,601,685.63 2,297,614.05 6,433,488.45 5,911,539.84 620,711.68 3,746,016.00 7,650,000.00 12,204,500.00 73,000,000.00 29,000,000.00 2,391,485.37 2,558,268.44 495,234,387.98



Asumsi tanah keras Elv. -2.0 3.38 0.16 6.00 2.41



m3 m3 m' m3



86,520.00 213,010.00 469,393.15 2,206,444.89



292,102.59 34,245.19 2,816,358.88 5,320,885.98



21.90 1.83 1.83 18.25 4562.50 12.30



m3 m3 m3 m3 kg m2



84,750.00 213,010.00 900,673.89 1,448,490.00 20,107.50 246,250.00



1,856,025.00 388,743.25 1,643,729.85 26,434,942.50 91,740,468.75 3,028,875.00



2.02 443.52 13.44



m3 kg m2



1,448,490.00 20,107.50 465,245.00



2,920,155.84 8,918,078.40 6,252,892.80



5227.82 kg 30,802.50 2931.69 kg 30,802.50 18.06 kg 22,837.50 768.67 kg 29,416.50 21.10 kg 29,416.50 32.00 bh 117,063.00 272.91 m2 14,315.00 272.91 m2 15,313.33 Jumlah Pekerjaan Vibrating Screen 1800x6000 mm (Rp)



161,030,028.23 90,303,401.76 412,536.60 22,611,639.89 620,711.68 3,746,016.00 3,906,759.33 4,179,218.15 438,457,815.67



Asumsi tanah keras Elv. -2.0 1.42 0.07 6.00



m3 m3 m'



86,520.00 213,010.00 469,393.15



123,230.78 14,447.19 2,816,358.88



d 2 a b c d e f 3 a b c d e f g H 1 a b c d 2 a b c d e f 3 a b c d e f g



Pek. Beton siklop, tebal 150 cm Pek. Pondasi poer 380x290x50 cm Pek. Galian pondasi Pek. Urugan pasir 5 cm Pek. Lantai kerja 5 cm Pek. Beton K-350 Pek. Pembesian Pek. Begisting Pek. Baja Pek. Profil WF 300X150X6.5X9 mm Pek. Pipa 3" SACH 40 Pek. Base plate 20 mm Pek. Stiffner 12 mm Pek. Angkur d 1.5" Pek. Cat meni besi Pek. Cat besi Pekerjaan Vibrating Feeder 1100x2200 mm Pek. Pondasi sumuran Pek. Galian pondasi Pek. Urugan pasir 10 cm Pek. Buis beton dia.60 cm Pek. Beton siklop, tebal 150 cm Pek. Pondasi poer 530x350x50 cm Pek. Galian pondasi Pek. Urugan pasir 5 cm Pek. Lantai kerja 5 cm Pek. Beton K-350 Pek. Pembesian Pek. Begisting Pek. Baja Pek. Profil WF 200X100X5.5X8 mm Pek. UNP 100X50X6 mm Pek. Pipa 3" SACH 40 Pek. Pipa 4" SACH 40 Pek. Base plate 20 mm Pek. Stiffner 12 mm Pek. Angkur d 1.5"



1.02



m3



2,206,444.89



2,244,748.77



6.61 0.55 0.55 5.51 1377.50 6.70



m3 m3 m3 m3 kg m2



84,750.00 213,010.00 900,673.89 1,448,490.00 20,107.50 246,250.00



560,367.00 117,368.51 496,271.31 7,981,179.90 27,698,081.25 1,649,875.00



915.20 kg 30,802.50 9.03 kg 30,802.50 100.48 kg 29,416.50 95.34 kg 29,416.50 16.00 kg 117,063.00 29.72 m2 14,315.00 29.72 m2 15,313.33 Jumlah Pekerjaan Vibrating Screen 1500x4000 mm (Rp)



28,190,448.00 278,208.18 2,955,769.92 2,804,477.33 1,873,008.00 425,464.70 455,136.77 80,684,441.50



2 unit Asumsi tanah keras Elv. -2.0 2.85 0.14 12.00 2.03



m3 m3 m' m3



86,520.00 213,010.00 469,393.15 2,206,444.89



246,461.56 28,894.38 5,632,717.76 4,489,497.54



22.26 1.86 1.86 18.55 4637.50 17.60



m3 m3 m3 m3 kg m2



84,750.00 213,010.00 900,673.89 1,448,490.00 20,107.50 246,250.00



1,886,535.00 395,133.55 1,670,750.06 26,869,489.50 93,248,531.25 4,334,000.00



700.71 kg 30,802.50 56.20 kg 30,802.50 4.52 kg 30,802.50 8.04 kg 30,802.50 200.96 kg 29,416.50 176.36 kg 29,416.50 32.00 bh 117,063.00 34.29 m2 14,315.00 34.29 m2 15,313.33 Jumlah Pekerjaan Vibrating Feeder 1100x2200 mm (Rp)



21,583,763.52 1,731,100.50 139,104.09 247,498.09 5,911,539.84 5,187,957.95 3,746,016.00 490,799.51 525,028.05 178,364,818.15



ANALISA HARGA SATUAN STONE CRUSHER PLANT MANADO 1 . 1 m3 Galian tanah keras sedalam 1 meter 0.8125 Pekerja Rp 90,000.00 h.o 0.0775 Mandor Rp 150,000.00 h.o Jumlah Upah Kerja ............... ............................



Rp Rp. Rp.



73,125.00 11,625.00 84,750.00



2 . 1 m3 Galian tanah keras sedalam 2 meter 0.8230 h.o Pekerja Rp 90,000.00 0.0830 Mandor Rp 150,000.00 h.o Jumlah Upah Kerja ............... ............................



Rp Rp. Rp.



74,070.00 12,450.00 86,520.00



Rp 90,000.00 Rp 150,000.00 Jumlah Upah Kerja ............... ............................ Rp 153,758.33 Jumlah Biaya Bahan ............... ............................ Jumlah Total ............... ............................



Rp Rp. Rp. Rp. Rp. Rp.



27,000.00 1,500.00 28,500.00 184,510.00 184,510.00 213,010.00



Rp 90,000.00 Rp 150,000.00 Jumlah Upah Kerja ............... ............................ Tanah timbunan Rp 59,400.00 Jumlah Biaya Bahan ............... ............................ Jumlah Total ............... ............................



Rp Rp. Rp. Rp. Rp. Rp.



27,000.00 1,500.00 28,500.00 71,280.00 71,280.00 99,780.00



Rp 90,000.00 Rp 150,000.00 Jumlah Upah Kerja ............... ............................



Rp Rp. Rp.



17,280.00 2,850.00 20,130.00



Rp 90,000.00 Rp 150,000.00 Jumlah Upah Kerja ............... ............................



Rp Rp. Rp.



45,000.00 7,500.00 52,500.00



3 . 1 m3 Urugan pasir 0.3000 Pekerja h.o 0.0100 h.o Mandor 1.200



m3



Pasir urug



4 . 1 m3 Urugan tanah 0.3000 h.o Pekerja 0.0100 Mandor h.o 1.200



m3



5 . 1 m3 Urugan kembali 0.1920 Pekerja h.o 0.0190 h.o Mandor



6 . 1 m3 Pemadatan Tanah 0.5000 Pekerja h.o 0.0500 Mandor h.o



7 . 1 m3 Beton campuran fc' = 5,6 s.d 7,4 Mpa (K-80 s.d. K-100) atau setara 1PC : 2PB : 3Kr 1.3200 Pekerja Rp 90,000.00 Rp h.o 0.2200 h.o Tukang batu Rp 110,000.00 Rp 0.022 Kepala Tukang batu Rp 130,000.00 Rp h.o 0.132 h.o Mandor Rp 150,000.00 Rp Jumlah Upah Kerja ............... ............................ Rp. 220 kg PC / Portland Cement Rp 1,662.22 Rp 0.588 m³ PB / Pasir Beton Rp 275,000.00 Rp 0.755 m³ Kr / Krikil Rp 275,000.00 Rp Jumlah biaya bahan ............... ............................ Rp. Jumlah Total ............... ............................ Rp. ` 8 . 1 m' pipa beton, diameter 60 cm 0.3800 h.o Pekerja Rp 90,000.00 Rp 0.1900 Tukang batu Rp 110,000.00 Rp h.o 0.019 h.o Kepala Tukang batu Rp 130,000.00 Rp 0.019 Mandor Rp 150,000.00 Rp h.o Jumlah Upah Kerja ............... ............................ Rp. 1.100 bh Pipa beton Rp 282,700.00 Rp



118,800.00 24,200.00 2,860.00 19,800.00 165,660.00 365,688.89 161,700.00 207,625.00 735,013.89 900,673.89



34,200.00 20,900.00 2,470.00 2,850.00 60,420.00 310,970.00



55.000 10.300 0.061 0.069



bh kg m³ m³



Batu bata Rp 990.00 Semen portland Rp 1,662.22 Pasir pasang Rp 242,000.00 Pasir urug Rp 169,134.17 Jumlah biaya bahan ............... ............................ Jumlah Total ............... ............................



Rp Rp Rp Rp Rp. Rp.



54,450.00 17,120.89 14,762.00 11,670.26 408,973.15 469,393.15



9 . 1 m' pipa beton, diameter 80 cm 0.3800 h.o Pekerja Rp 90,000.00 0.1900 Tukang batu Rp 110,000.00 h.o 0.019 h.o Kepala Tukang batu Rp 130,000.00 0.019 Mandor Rp 150,000.00 h.o Jumlah Upah Kerja ............... ............................ 1.100 bh Pipa beton Rp 304,700.00 55.000 bh Batu bata Rp 990.00 10.300 kg Semen portland Rp 1,662.22 0.061 m³ Pasir pasang Rp 242,000.00 0.069 m³ Pasir urug Rp 169,134.17 Jumlah biaya bahan ............... ............................ Jumlah Total ............... ............................



Rp Rp Rp Rp Rp. Rp Rp Rp Rp Rp Rp. Rp.



34,200.00 20,900.00 2,470.00 2,850.00 60,420.00 335,170.00 54,450.00 17,120.89 14,762.00 11,670.26 433,173.15 493,593.15



10 . 1 m' pipa beton, diameter 100 cm 0.3800 Pekerja Rp 90,000.00 h.o 0.1900 h.o Tukang batu Rp 110,000.00 0.019 Kepala Tukang batu Rp 130,000.00 h.o 0.019 h.o Mandor Rp 150,000.00 Jumlah Upah Kerja ............... ............................ 1.100 bh Pipa beton Rp 326,700.00 55.000 bh Batu bata Rp 990.00 10.300 kg Semen portland Rp 1,662.22 0.061 m³ Pasir pasang Rp 242,000.00 0.069 m³ Pasir urug Rp 169,134.17 Jumlah biaya bahan ............... ............................ Jumlah Total ............... ............................



Rp Rp Rp Rp Rp. Rp Rp Rp Rp Rp Rp. Rp.



34,200.00 20,900.00 2,470.00 2,850.00 60,420.00 359,370.00 54,450.00 17,120.89 14,762.00 11,670.26 457,373.15 517,793.15



11 . 1 m³ Pasang pondasi siklop 40 % batu kali 3.0000 h.o Pekerja Rp 90,000.00 0.8500 Tukang batu Rp 110,000.00 h.o 0.085 h.o Kepala Tukang batu Rp 130,000.00 0.15 Mandor Rp 150,000.00 h.o Jumlah Upah Kerja ............... ............................ 75.000 kg Besi beton Rp 16,500.00 202.000 kg Semen portland Rp 1,662.22 0.320 m³ Pasir beton Rp 275,000.00 0.490 m³ Koral beton Rp 257,400.00 0.800 m³ Kawat beton Rp 27,500.00 Jumlah biaya bahan ............... ............................ Jumlah Total ............... ............................



Rp Rp Rp Rp Rp. Rp Rp Rp Rp Rp Rp. Rp.



270,000.00 93,500.00 11,050.00 22,500.00 397,050.00 1,237,500.00 335,768.89 88,000.00 126,126.00 22,000.00 1,809,394.89 2,206,444.89



12 . 1 m³ Membuat dinding beton bertulang (300 kg besi + bekisting) 5.6000 Pekerja Rp 90,000.00 h.o 0.3500 h.o Tukang batu Rp 110,000.00 2.64 Tukang kayu Rp 110,000.00 h.o 1.05 h.o Tukang besi Rp 110,000.00 0.4 Kepala tukang Rp 130,000.00 h.o 0.193 h.o Mandor Rp 150,000.00 Jumlah Upah Kerja ............... ............................ 0.240 m³ Kayu sembarang Rp 3,850,000.00 3.200 kg Paku biasa 2" - 5 " Rp 25,300.00 1.600 lt Minyak bekisting Rp 19,800.00



Rp Rp Rp Rp Rp Rp Rp. Rp Rp Rp



504,000.00 38,500.00 290,400.00 115,500.00 52,000.00 28,950.00 1,029,350.00 924,000.00 80,960.00 31,680.00



300.000 2.250 323.000 0.520 0.780 0.160 2.800 24.000



kg kg kg m³ m³ m³ lbr btg



Besi beton polos Rp 16,500.00 Kawat beton Rp 27,500.00 Semen portland Rp 1,662.22 Pasir beton Rp 275,000.00 Koral beton Rp 257,400.00 Kayu sembarang balok Rp 3,850,000.00 Plywood 9 mm Rp 170,500.00 Kayu dolken/Laut Ø 3"-4"/4 m Rp 37,400.00 Jumlah biaya bahan ............... ............................ Jumlah Total ............... ............................



Rp Rp Rp Rp Rp Rp Rp Rp Rp. Rp.



4,950,000.00 61,875.00 536,897.78 143,000.00 200,772.00 616,000.00 477,400.00 897,600.00 8,920,184.78 9,949,534.78



13 . 1 m³ Beton menggunakan Ready Mixed dan pompa beton K-350 1.0000 h.o Pekerja Rp 90,000.00 0.2500 Tukang batu Rp 110,000.00 h.o 0.025 h.o Kepala Tukang batu Rp 130,000.00 0.1 Mandor Rp 150,000.00 h.o Jumlah Upah Kerja ............... ............................ 1.020 m³ Campuran Beton Ready Mixed Rp 1,287,000.00 Jumlah biaya bahan ............... ............................ Jumlah Total ............... ............................



Rp Rp Rp Rp Rp. Rp Rp. Rp.



90,000.00 27,500.00 3,250.00 15,000.00 135,750.00 1,312,740.00 1,312,740.00 1,448,490.00



14 . 1 kg Pembesian dengan besi polos atau besi ulir 0.0070 Pekerja Rp 90,000.00 h.o 0.0070 h.o Tukang batu Rp 110,000.00 0.0070 Kepala tukang Rp 130,000.00 h.o 0.0004 h.o Mandor Rp 150,000.00 Jumlah Upah Kerja ............... ............................ 1.0500 kg Besi beton (polos/ulir) Rp 16,500.00 0.0150 kg Kawat beton/bendrat Rp 27,500.00 Jumlah Biaya Bahan ............... ............................ Jumlah Total ............... ............................



Rp Rp Rp Rp Rp. Rp. Rp. Rp. Rp.



630.00 770.00 910.00 60.00 2,370.00 17,325.00 412.50 17,737.50 20,107.50



15 . 1 m2 Pasang begisting untuk pondasi 0.5200 Pekerja Rp 90,000.00 h.o 0.2600 Tukang kayu Rp 110,000.00 h.o 0.0260 Kepala tukang Rp 130,000.00 h.o 0.0260 h.o Mandor Rp 150,000.00 Jumlah Upah Kerja ............... ............................ m3 0.0400 Papan kayu Rp 3,850,000.00 0.3000 kg Paku biasa 2"- 5" Rp 25,300.00 0.1000 ltr Minyak bekisting Rp 19,800.00 Jumlah Biaya Bahan ............... ............................ Jumlah Total ............... ............................



Rp Rp Rp Rp Rp. Rp. Rp. Rp. Rp. Rp.



46,800.00 28,600.00 3,380.00 3,900.00 82,680.00 154,000.00 7,590.00 1,980.00 163,570.00 246,250.00



16 . 1 m2 Pasang begisting untuk kolom 0.6600 h.o Pekerja Rp 90,000.00 0.3300 Tukang kayu Rp 110,000.00 h.o 0.0330 h.o Kepala tukang Rp 130,000.00 0.0330 Mandor Rp 150,000.00 h.o Jumlah Upah Kerja ............... ............................ m3 0.0400 Papan kayu Rp 3,850,000.00 0.4000 kg Paku biasa 2"- 5" Rp 25,300.00 3 m 0.0150 Balok kayu Rp 3,850,000.00 0.3500 lbr Plywood tebal 9 mm Rp 170,500.00 2.0000 btg Dolken kayu galam ф 8 - 10/4 m Rp 37,400.00 0.2000 ltr Minyak bekisting Rp 19,800.00 Jumlah Biaya Bahan ............... ............................ Jumlah Total ............... ............................



Rp Rp Rp Rp Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.



59,400.00 36,300.00 4,290.00 4,950.00 104,940.00 154,000.00 10,120.00 57,750.00 59,675.00 74,800.00 3,960.00 360,305.00 465,245.00



17 . 1 kg pasang baja H



0.0060 0.0600 0.0060 0.0003



h.o h.o h.o h.o



1.0500



kg



Pekerja Tukang besi Kepala tukang Mandor



Rp 90,000.00 Rp 110,000.00 Rp 130,000.00 Rp 150,000.00 Jumlah Upah Kerja ............... ............................ Baja profil H Rp 21,750.00 Jumlah Biaya Bahan ............... ............................ Jumlah Total ............... ............................



18 . 1 kg pasang baja IWF 0.0060 h.o Pekerja 0.0600 Tukang besi h.o 0.0060 h.o Kepala tukang 0.0003 Mandor h.o 1.0500



kg



Rp 90,000.00 Rp 110,000.00 Rp 130,000.00 Rp 150,000.00 Jumlah Upah Kerja ............... ............................ Baja profil IWF Rp 21,750.00 Jumlah Biaya Bahan ............... ............................ Jumlah Total ............... ............................



19 . 1 kg pasang baja UNP 0.0060 Pekerja h.o 0.0600 h.o Tukang besi 0.0060 Kepala tukang h.o 0.0003 h.o Mandor 1.0500



kg



Rp 90,000.00 Rp 110,000.00 Rp 130,000.00 Rp 150,000.00 Jumlah Upah Kerja ............... ............................ Baja profil UNP Rp 21,750.00 Jumlah Biaya Bahan ............... ............................ Jumlah Total ............... ............................



20 . 1 kg pasang baja Angle 0.0060 Pekerja h.o 0.0600 h.o Tukang besi 0.0060 Kepala tukang h.o 0.0003 Mandor h.o 1.0500



kg



Rp 90,000.00 Rp 110,000.00 Rp 130,000.00 Rp 150,000.00 Jumlah Upah Kerja ............... ............................ Baja profil Angle Rp 20,650.00 Jumlah Biaya Bahan ............... ............................ Jumlah Total ............... ............................



21 . 1 kg pasang baja hollow pipe 0.0060 h.o Pekerja 0.0600 Tukang besi h.o 0.0060 h.o Kepala tukang 0.0003 Mandor h.o 1.0500



kg



Rp 90,000.00 Rp 110,000.00 Rp 130,000.00 Rp 150,000.00 Jumlah Upah Kerja ............... ............................ Baja profil hollow pipe Rp 21,750.00 Jumlah Biaya Bahan ............... ............................ Jumlah Total ............... ............................



22 . 1 kg pasang pelat baja 0.0060 Pekerja h.o 0.0600 h.o Tukang besi 0.0060 Kepala tukang h.o 0.0003 h.o Mandor 1.0500



kg



23 . 1 bh angkur D 1.5"



Pelat Baja



Rp 90,000.00 Rp 110,000.00 Rp 130,000.00 Rp 150,000.00 Jumlah Upah Kerja ............... ............................ Rp 20,430.00 Jumlah Biaya Bahan ............... ............................ Jumlah Total ............... ............................



Rp Rp Rp Rp Rp. Rp. Rp. Rp.



540.00 6,600.00 780.00 45.00 7,965.00 22,837.50 22,837.50 30,802.50



Rp Rp Rp Rp Rp. Rp. Rp. Rp.



540.00 6,600.00 780.00 45.00 7,965.00 22,837.50 22,837.50 30,802.50



Rp Rp Rp Rp Rp. Rp. Rp. Rp.



540.00 6,600.00 780.00 45.00 7,965.00 22,837.50 22,837.50 30,802.50



Rp Rp Rp Rp Rp. Rp. Rp. Rp.



540.00 6,600.00 780.00 45.00 7,965.00 21,682.50 21,682.50 29,647.50



Rp Rp Rp Rp Rp. Rp. Rp. Rp.



540.00 6,600.00 780.00 45.00 7,965.00 22,837.50 22,837.50 30,802.50



Rp Rp Rp Rp Rp. Rp. Rp. Rp.



540.00 6,600.00 780.00 45.00 7,965.00 21,451.50 21,451.50 29,416.50



0.6000



h.o



Pekerja



Rp 90,000.00 Jumlah Upah Kerja ............... ............................ Rp 60,060.00 Jumlah Biaya Bahan ............... ............................ Jumlah Total ............... ............................



Rp Rp. Rp. Rp. Rp.



54,000.00 54,000.00 63,063.00 63,063.00 117,063.00



1.0500



bh



Angkur



Rp 90,000.00 Rp 110,000.00 Rp 130,000.00 Rp 150,000.00 Jumlah Upah Kerja ............... ............................ Floor expanded metal Rp 216,868.06 Jumlah Biaya Bahan ............... ............................ Jumlah Total ............... ............................



Rp Rp Rp Rp Rp. Rp. Rp. Rp.



13,500.00 11,000.00 1,300.00 75.00 25,875.00 227,711.46 227,711.46 253,586.46



25 . 1 m' Memasang pipa galvanis diameter 1 1/2" - 3" 0.1080 Pekerja Rp 90,000.00 h.o 0.1800 Tukang pipa Rp 110,000.00 h.o 0.0180 Kepala tukang Rp 130,000.00 h.o 0.0054 h.o Mandor Rp 150,000.00 Jumlah Upah Kerja ............... ............................ 1.200 m' Pipa galvanis ф 1 1/2" - 3" Rp 12,540.00 1.000 ls Perlengkapan (35% harga pipa) Rp 4,389.00 Jumlah Biaya Bahan ............... ............................ Jumlah Total ............... ............................



Rp Rp Rp Rp Rp. Rp. Rp. Rp. Rp.



9,720.00 19,800.00 2,340.00 810.00 32,670.00 15,048.00 4,389.00 19,437.00 52,107.00



26 . 1 m2 Pengecatan permukaan baja dengan meni besi 0.0200 h.o Pekerja Rp 90,000.00 0.0200 Tukang besi Rp 110,000.00 h.o 0.0200 h.o Kepala tukang Rp 130,000.00 0.0100 Mandor Rp 150,000.00 h.o Jumlah Upah Kerja ............... ............................ 0.1 kg Meni besi Rp 60,500.00 0.01 bh Kuas 16,500.00 Jumlah Biaya Bahan ............... ............................ Jumlah Total ............... ............................



Rp Rp Rp Rp Rp. Rp. Rp. Rp. Rp.



1,800.00 2,200.00 2,600.00 1,500.00 8,100.00 6,050.00 165.00 6,215.00 14,315.00



27 . 1 m2 Pengecatan permukaan baja/seng 1x lapis 0.0167 h.o Pekerja Rp 90,000.00 0.0267 Tukang cat Rp 110,000.00 h.o 0.0100 h.o Kepala tukang Rp 130,000.00 0.0067 Mandor Rp 150,000.00 h.o Jumlah Upah Kerja ............... ............................ 0.1200 ltr Cat besi 1x Rp 71,500.00 Jumlah Biaya Bahan ............... ............................ Jumlah Total ............... ............................



Rp Rp Rp Rp Rp. Rp. Rp. Rp.



1,500.00 2,933.33 1,300.00 1,000.00 6,733.33 8,580.00 8,580.00 15,313.33



24 . 1 m2 Floor expanded metal 0.1500 Pekerja h.o 0.1000 h.o Tukang besi 0.0100 Kepala tukang h.o 0.0005 h.o Mandor 1.0500



m2



HARGA SATUAN STONE CRUSHER PLANT MANADO



NO



NAMA MATERIAL



1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51



Pasir urug Pasir pasang Pasir beton Batu pecah 2-3 Batu pecah 3-4 Batu gunung 4/5 Tanah timbunan Batu bata Semen 50 kg Semen portland Buis beton D 60 cm Buis beton D 80 cm Buis beton D 100 cm Besi beton Kawat beton Paku Kayu sembarng Plywood 9 mm Kayu dolken/Laut Ø 3"-4"/4 m Minyak begisting Ready mix



Baja Profil H Baja Profil IWF Baja Profil UNP Baja Profil Angle Baja Profil Hollow Pipe Baja pelat Angkur D1.5" + nut Floor espanded metal Cat meni besi Cat besi Kuas Pipa 2" Pekerja Tukang Kepala Tukang Mandor Sopir Operator Mekanik Pembantu Sopir Pembantu Operator Pembantu Mekanik Coal Bin Kap. 24 m3 Hopper JAW 750x1060 mm Top Hopper cone PC3S Bottom Hopper cone PC3S



SPESIFIKASI



K-250 K-300 K-350 K-400 K-500



FF2028 (2 mm)



AW



SATUAN m3 m3 m3 m3 m3 m3 m3 bh zak kg bh bh bh kg kg kg m3 lbr btg ltr m3 m3 m3 m3 m3 kg kg kg kg kg kg bh lbr kg kg bh btg h.o h.o h.o h.o h.o h.o h.o h.o h.o h.o unit unit unit unit



HARGA 153,758.33 220,000.00 250,000.00 234,000.00 210,000.00 185,900.00 54,000.00 900.00 68,000.00 1,511.11 257,000.00 277,000.00 297,000.00 15,000.00 25,000.00 23,000.00 3,500,000.00 155,000.00 34,000.00 18,000.00 1,027,000.00 1,118,000.00 1,170,000.00 1,222,000.00 1,430,000.00 18,500.00 18,500.00 18,500.00 17,500.00 18,500.00 17,300.00 54,600.00 567,800.00 55,000.00 65,000.00 15,000.00 45,600.00 90,000.00 110,000.00 130,000.00 150,000.00 98,831.04 112,949.76 98,831.04 84,712.32 84,712.32 84,712.32 150,000,000.00 26,500,000.00 65,000,000.00 25,000,000.00



PPN 10%



HARGA/ FLUKTUASI TRANSPORT KEUNTUNGAN 5SATUAN 20% 15,375.83 22,000.00 25,000.00 23,400.00 21,000.00 18,590.00 5,400.00 90.00 6,800.00 151.11 25,700.00 27,700.00 29,700.00 1,500.00 2,500.00 2,300.00 350,000.00 15,500.00 3,400.00 1,800.00 102,700.00 111,800.00 117,000.00 122,200.00 143,000.00 1,400.00 1,850.00 1,400.00 1,850.00 1,400.00 1,850.00 1,400.00 1,750.00 1,400.00 1,850.00 1,400.00 1,730.00 5,460.00 56,780.00 5,500.00 6,500.00 1,500.00 4,560.00



14,500,000.00 1,500,000.00 1,500,000.00 1,500,000.00



15,000,000.00 1,325,000.00 6,500,000.00 2,500,000.00



TOTAL HARGA (Rp) 169,134.17 242,000.00 275,000.00 257,400.00 231,000.00 204,490.00 59,400.00 990.00 74,800.00 1,662.22 282,700.00 304,700.00 326,700.00 16,500.00 27,500.00 25,300.00 3,850,000.00 170,500.00 37,400.00 19,800.00 1,129,700.00 1,229,800.00 1,287,000.00 1,344,200.00 1,573,000.00 21,750.00 21,750.00 21,750.00 20,650.00 21,750.00 20,430.00 60,060.00 624,580.00 60,500.00 71,500.00 16,500.00 50,160.00 90,000.00 110,000.00 130,000.00 150,000.00 98,831.04 112,949.76 98,831.04 84,712.32 84,712.32 84,712.32 179,500,000.00 29,325,000.00 73,000,000.00 29,000,000.00



KETERANGAN