Resource requirement of the activities of a project is summarized below Activity Predecessor (8) A B Duration (week) 4 5 6 B D A 4 2 E F Planned Resources 3 W, 2 ME, 1 Archit., 1 OP & 1 COMP 10 W, 1 ME, 1 Excavator, 10 truck Earth 4 W, 3 ME, 2 COMP, 2 OP 5 W, 1 ME, 100 m CIS, 500 m iron wire 4 W, 1 ME, 50 pole, 200 m Bar, 50 m CIS 4 W, 2 ME, 2000 Br, 50 bags Cem., 50 cft Sand 2 W, 1 ME, 180 cft Aggregate, 5 ton Rod, 30 bags Cem 6 W, 2 ME, 5000 Br, 250 bags Cem., 150 cft Sand 3 W, 2 ME, 8000 Br, 400 bags Cem., 250 cft Sand, 50 ton Rod, 150 cft Aggregate 4 W, 1 ME, 2 Elc., 2 PF, 500 m wire, 400 m pipe 8 W, 50 bags Cem 4 G D 5 H D 3 1 F G 8 J E 4 K H 2 Price, Rent, and Salaries & Wages: Note: 6 working days in a week, 4 weeks in a month, and 8 hours working time in a day W = Worker ME = Management Employee OP = Operator Archit = Architect Cem = Cement COMP = Computer m = meter Elc. = Electrician Br = Brick CIS = Corrugated Iron Sheet PF = Pipe Fitter W = $1.5/hr ME = $1100/Month Archit = $2000 OP = $2/hr COMP = $3/hr Excavator = $10/hr Elc. = $3/hr PF = $3/hr Earth = $125/truck CIS = $1.5/m Iron Wire = $.3/m Pole = $75/ piece Bar = $3/m Br = $0.1/piece Cem. = $5/bag Sand = $0.2/cft Aggregate = $2/cft Rod = $800/ton Wire = $0.4/m Pipe = $0.5/m 1. (a) Calculate the cost of the activities, and that of the project. Resource requirement of the activities of a project is summarized below Activity Predecessor (8) A B Duration (week) 4 5 6 B D A 4 2 E F Planned Resources 3 W, 2 ME, 1 Archit., 1 OP & 1 COMP 10 W, 1 ME, 1 Excavator, 10 truck Earth 4 W, 3 ME, 2 COMP, 2 OP 5 W, 1 ME, 100 m CIS, 500 m iron wire 4 W, 1 ME, 50 pole, 200 m Bar, 50 m CIS 4 W, 2 ME, 2000 Br, 50 bags Cem., 50 cft Sand 2 W, 1 ME, 180 cft Aggregate, 5 ton Rod, 30 bags Cem 6 W, 2 ME, 5000 Br, 250 bags Cem., 150 cft Sand 3 W, 2 ME, 8000 Br, 400 bags Cem., 250 cft Sand, 50 ton Rod, 150 cft Aggregate 4 W, 1 ME, 2 Elc., 2 PF, 500 m wire, 400 m pipe 8 W, 50 bags Cem 4 G D 5 H D 3 1 F G 8 J E 4 K H 2 Price, Rent, and Salaries & Wages: Note: 6 working days in a week, 4 weeks in a month, and 8 hours working time in a day W = Worker ME = Management Employee OP = Operator Archit = Architect Cem = Cement COMP = Computer m = meter Elc. = Electrician Br = Brick CIS = Corrugated Iron Sheet PF = Pipe Fitter W = $1.5/hr ME = $1100/Month Archit = $2000 OP = $2/hr COMP = $3/hr Excavator = $10/hr Elc. = $3/hr PF = $3/hr Earth = $125/truck CIS = $1.5/m Iron Wire = $.3/m Pole = $75/ piece Bar = $3/m Br = $0.1/piece Cem. = $5/bag Sand = $0.2/cft Aggregate = $2/cft Rod = $800/ton Wire = $0.4/m Pipe = $0.5/m 1. (a) Calculate the cost of the activities, and that of the project
