analisa paving

4
Mesin m2 1.00 1,042 1,042 Pasir m3 0.06 200,000 12,800 Semen m3 0.01 4,050,000 43,200 Fly Ash m3 0.02 810,000 17,280 Aditif Ls 1.00 500 500 Upah m2 1.00 5,000 5,000 Tanah m2 1.00 1,000 1,000 80,822 1 2 6.00 0.0107 0.0213 0.0640 2160 16.667 kg 16.67 0.300 5.00 BJ 1.6 11.67 0.1024 ### 1 2 6 200,000

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Sheet1Mesinm21.001,0421,042Pasirm30.06200,00012,800Semenm30.014,050,00043,20020,0006,000120,000,0001m31000ltrFly Ashm30.02810,00017,2800.192m3192ltrAditifLs1.00500500m3Upahm21.005,0005,0001gerobak32ltrTanahm21.001,0001,000501350675006gerobak192liter80,8220.016674,050,000.006750050kg0.192m3126.0016.67kg0.06m30.01070.02130.064021603ton1m33,000.00kg1m31.00kg0.00033m350.000.016667

16.667kg

16.670.3005.00BJ1.6ton1m311.670.1024ton0.06m3102.400126200,000

Sheet2Biaya Trial Paving BlockCetakanunit1x250,000=250,000Pemukulunit1x150,000=150,000Pasirm30.3x200,000=60,000SemenZak1x70,000=70,000Fly AshKg5x10,000=50,000AditifKaleng1x50,000=50,000OliKaleng1x30,000=30,000Alat LainLs1x50,000=50,000Cetakan MortarSet1x100,000=100,000Test tekanUnit5x30,000=150,000960,000

Sheet3