Compute for the duration with the given Footing1. Formwork of footingFOOTINGVc=60 cu.m.Steel reinforcement= 3800 kgFormwork area= 10 sq.m.2. Steelworkssteel reinforcementduration of steelworksNumber of gang(output of tHe gang)3. Pouring of concretevol of concreteduration of pouring of concreteNumber of gang(output of tHe gang)4. Stripping of formworksarea to be strippedduration of stripping = Number of gang(output of tHe gang) ITEM 404 : REINFORCING STEEL BARA. Materials:A.1. Tie Wires: 15 kgs. Per ton of steel barB. Labor: (Cutting, bending, fabrication, installation & other miscellaneous works)B.1. Crew Composition; (Minimum composition)1- Civil Engineer1- Construction Foreman2- Steelman2- Skilled Laborers6- LaborersB.2. Capacity of gang = 750 kg,/dayC. Equipment required per gang1- unit Bar Cutter,STRIPPING OF FORMWORK FACTOR FOR THE GANGD. Formworks:D.1. Formworks:Minimum Crew Composition:1- Civil Engineer1- Construction Foreman2- Carpenters4- LaborersСараcity.1. Fabrication and Installation = 35 sq. m./day2. Stripping= 60 sq. m/day

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pofing 1. Formwork of footing FOOTING Vc=60 cu.m. Steel reinforcement= 3800 kg Formwork area= 10 sq.m. 2. Steelworks steel reinforcement Number of gang(output of tHe gang) duration of steelworks : 3. Pouring of concrete vol of concrete duration of pouring of concrete = - Number of gang(output of tHe gang) 4. Stripping of formworks area to be stripped duration of stripping = Number of gang(output of tHe gang)

pofing 1. Formwork of footing FOOTING Vc=60 cu.m. Steel reinforcement= 3800 kg Formwork area= 10 sq.m. 2. Steelworks steel reinforcement Number of gang(output of tHe gang) duration of steelworks : 3. Pouring of concrete vol of concrete duration of pouring of concrete = - Number of gang(output of tHe gang) 4. Stripping of formworks area to be stripped duration of stripping = Number of gang(output of tHe gang)

Solid Waste Engineering

3rd Edition

ISBN:9781305635203

Author:Worrell, William A.

Publisher:Worrell, William A.

Chapter4: Mechanical Processes

Section: Chapter Questions

Problem 4.13P

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