HargaDAFTAR HARGA SATUAN BAHAN KONSTRUKSI

NoURAIAN BAHANSATUANHARGA SATUAN 2013HARGA SATUAN 2015HARGA SATUAN 2015 (JAM KERJA)

ABAHAN

1Batu belahm3170,000.00205,700.0029,385.712SemenZak64,000.0077,440.0011,062.863Pasir betonm3190,000.00229,900.0032,842.864Pasir Pasangm3200,000.00242,000.0034,571.435Pasir Urugm30.00.00.06Batu split 1/2m3190,000.00229,900.0032,842.867Batu split 2/3m3200,000.00242,000.0034,571.438Besi dia. 12 mmbtg0.00.00.09Besi dia. 10 mmbtg0.00.00.010Besi dia. 8 mmbtg0.00.00.011Besi dia. 6 mmbtg0.00.00.012Kawat betonKg0.00.00.013Papan u/bekistinglbr16,000.0019,360.002,765.7114PakuKg14,000.0016,940.002,420.0015Bata merahbh0.00.00.016Kayu Klas 2m30.00.00.017Keramik 30/30 cmdus0.00.00.018Kusen 1 Lubangbh0.00.00.019Kusen 2 Lubangbh0.00.00.020Kusen 3 Lubangbh0.00.00.021Daun Jendelabh0.00.00.022GRC BoardLembar45,000.0054,450.007,778.5723TriplekLembar45,000.0054,450.007,778.5724Kaca polos 3 mmm245,000.0054,450.007,778.5725Kayu untuk plafondm3750,000.00907,500.00129,642.8626Kayu untuk kuda2m3100,000.00121,000.0017,285.7127Besi stripkg0.00.028Kayu rangka atap / Kasom3750,000.00907,500.00129,642.8629Gentengbh950.001,149.50164.2130Nok/bubungbh1,750.002,117.50302.5031Papan u/ listplankbh40,000.0048,400.006,914.2932HampelasLembar2,000.002,420.00345.7133Plamir tembokKg22,000.0026,620.003,802.8634Cat tembok PropaintKg0.00.035Plamir kayugalon22,000.0026,620.003,802.8636Meniegalon15,000.0018,150.002,592.8637Cat kayu AvianKg35,000.0042,350.006,050.0038Kunci Pintu (Set)bh0.00.039Engsel Pintubh20,000.0024,200.003,457.1440Engsel jendelabh8,000.009,680.001,382.8641Grendelbh10,000.0012,100.001,728.5742Reng 2/3bh1,000.001,210.00172.8643Kait anginbh8,000.009,680.001,382.8644Plat Ubh11,000.0013,310.001,901.4345Baut 12bh8,000.009,680.001,382.8646Sirtum3122,000.00147,620.0021,088.5747PlastikKg30,000.0036,300.005,185.7148Kaso u/ Bekistingbtg15,00018,150.002,592.86addictif35,00042,350.006,050.00

BALAT1Concrete MixerHari270,000.0032670046,671.432VibroHari130,000.0015730022,471.433Meteran 5 m'bh7,500.0090751,296.434Meteran 50 m'bh50,000.00605008,642.865Sekopbh50,000.00605008,642.866Emberbh5,000.006050864.297Benangbh4,000.004840691.438Gergaji Kayubh45,000.00544507,778.579Gergaji Besibh--10Tangbh--11Belincongbh50,000.00605008,642.8612Palubh15,000.00181502,592.8613Cangkulbh35,000.00423506,050.00mobilisasils250,000.0030250043,214.29sewa gerobakhari25,000.00302504,321.43pengki plastikbh10,000.00121001,728.57telbak plastikbh20,000.00242003,457.14drum / tong pen airbh120,000.0014520020,742.86sendok tembokbh25,000.00302504,321.43Prasasti 60 x 40 cmbh350,000.0042350060,500.00Papan Proyek 1.2 x 1.0 mbh250,000.0030250043,214.29Papan Informasi 1.2 x 1.0 mbh150,000.0018150025,928.57

CUPAH1TukangHari50000605008,642.862PekerjaHari45000544507,778.573MandorHari50000605008,642.86

HSP Beton ManualI. ASUMSIUraianKodeKoefesienSatuanKeterangan1Menggunakan alat (cara manual)2Lokasi pekerjaan : sepanjang jalan3Bahan dasar (batu,pasir, semen) diterima seluruhnya di lokasi pekerjaanL0.23km4Jam kerja efektif per hariTk7jam5Tebal lapis perkerasan beton padat:t0.3m-Kadar semen minimum (spesifikasi)Ks365kg/m3Spesifikasi-Ukuran agregat maksimumAg19mm6Perbandingan air/semen maksimumWcr0.5-Spesifikasi7Komposisi campuran bahan:SemenSm400kgBerdasarkan JMF & sesuai dengan spesifikasiPasirPs791kgBatu BelahKr1077kg8Faktor kehilangan bahan:Batu belahFh11.05--SemenFh21.025-9Berat isi material-BetonD12.24ton/m3-SemenD21.26ton/m3-PasirD31.38ton/m3Batu belahD41.4ton/m3II. URUTAN KERJA1. Semua bahan dicampur dan diaduk dengan concrete mixer2. Beton di-cor ke dalam bekisting yang sudah disiapkan, kemudian dipadatkan dengan concrete vibrator

III. PEMAKAIAN BAHAN. ALAT DAN TENAGA KERJA1. BAHANURAIANKODEKOEFESIENSATUANKETERANGANSemen (PC)Sm x Fh2M12410kgPasir Beton(Ps/1000 : D3) x Fh1M01a0.6018478261m3Batu belah(Kr/1000 : D4) x Fh1M030.80775m3PakuM180.3kgMultiplekM630.16lbrBaja tulangan polosM39a15.875kgBekistingM4417.32. ALATUraian KodeKoefisienSatuanKeterangan2a). Concrete Mixer(E49)Kapasitas v0.35m3Faktor Efisiensi AlatFa0.83-Cycle TimeCt2menitKapasitas Produksi/jamQ18.72m3/jam

Koefisien AlatE490.1147446931jam0.8032128514Uraian KodeKoefisienSatuanKeterangan2b). Concrete Vibrator(E20)CONCRETE VIBRATORQv5.8823529412Koefisien alat/ton1/QvE200.17jam1.19Uraian 2c). Alat BantuDiperlukan:Concrete mixer2 buahSekop2 buahPacul2 buahSendok semen3 buahEmber cor8 buah3. TENAGA KERJAURAIANKODEKOEFESIENSATUANPRODUKTIVITAS CONCRETE MIXERQ18.72M3/JAMproduksi RA dalam 1 hari ditentukan oleh kapasitas produksi Concrete Mixer (Qt = Q1*Tk)QT61.005M3

KEBUTUHAN TENAGA : MANDORM3orang: TUKANGTb14orang: PEKERJAP28orangKOEFISIEN TENAGA / M3: MANDOR(Tk x M) : QtL030.3442340792orang: TUKANG(Tk x Tb) : QtL021.6064257028orang: PEKERJA(Tk x P) : QtL013.2128514056orangII. ANALISIS HARGA SATUAN PEKERJAAN BETON MANUALNOMORURAIANSATUANKOEFISIENHARGA SATUAN (RP.)JUMLAH HARGA (Rp.)A.TENAGA1pekerja(L01)JAM3.2128514056Rp7,778.57Rp24,991.392mandor(L03)JAM0.3442340792Rp8,642.86Rp2,975.17tukang(L02)JAM1.6064257028Rp8,642.86Rp13,884.11JUMLAH HARGA TENAGARp41,850.67BBAHAN1Semen (PC)M12kg410Rp1,290.67Rp529,173.332Pasir BetonM01am30.6018478261Rp229,900.00Rp138,364.823Batu belahM03m30.80775Rp205,700.00Rp166,154.184PakuM18kg0.3Rp16,940.00Rp5,082.005MultiplekM63lbr0.16Rp6,400.00Rp1,024.00Baja tulangan polosM39akg15.8750.0BekistingM4417.318,150.00Rp310,624.99JUMLAH HARGA BAHANRp1,150,423.31CALAT1Concrete MixerE49JAM0.1147446931Rp46,671.43Rp5,355.302Concrete VibratorE20JAM0.17Rp22,471.43Rp3,820.143Alat BantuE1JAM10.00.0JUMLAH HARGA ALATRp9,175.44DJUMLAH HARGA TENAGA, BAHAN DAN PERALATAN (A+B+C)Rp1,201,449.42EOVERHEAD & PROFIT 15% x DRp180,217.41FHARGA SATUAN PEKERJAAN (D+E)Rp1,381,666.84

Q = ( 60)/Ct

Sheet3