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  • Topic: Litre, Kilogram, Gallon
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  • Published : September 25, 2012
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ASSIGNMENT NICMAR / SODE OFFICE 1. PROGRAMME : GRADUATE PROGRAMME IN CONSTRUCTION PROJECT MANAGEMENT : : MODULE # 18

2. COURSE 3. COURSE TITLE 4. COURSE No 5. REG No

MATERIALS & EQUIPMENT MANAGEMENT : NCP-24/25 : 211-08-14-9831-2131

A)

Overview of Contract: Developing & Constructing New International Airport B) Key Scope of works: Cutting, Excavation & Dozing of 100,000 M3 Disposal of surplus earth 20,000 m3 Imported materials filling Filling of sand 3000 m3 including spreading & leveling Road work including procurement of 1,50,000 liters of Bitumen C) Main Constraints: The proposed project is 30 KM away from the main city. The project is to be constructed in two Phase, and first phase to be completed i n 100 days. Mobilization of Equipment & proper utilization Identification of agencies for supplying of sand from 20 km and work including s preading & leveling Procurement of Bitumen 1,50,000 liters from Assam which is having lead time of 4 5 days. Storage facility available at site only for 50,000 liters D) Tentative programme for the work: Excavation of 100,000 m3 earth – to be completed in 50 days. Per day approximately -2,000 m3 to be excavated so that we can complete the excavation work in 50 day s E) Cost working for Excavation works Selection of equipment – a) Excavator with bucket Komatsu PC 200 – productivity – 600 m3/per day considered. Option -1 - Cost working for PC 200: 1. Hire charges per Hour – Rs.850.00 rate for 10 hrs = 8,500 2. Cost of Diesel 7 litres per hour @ 70 Rs per litre considered for 10 hrs = 4,900 3. Operator wages included 4. Operator food, accommodation & transport per day =Rs.300 5. Wages for Banks man – Rs.400 TOTAL COST PER DAY = RS.14,100 X 4 Excavators required = Rs.56,400 per day and t otal cost estimated for 50 days is 56,400 x 50 = Rs.28.20 lacs

Selection of equipment – b) Excavator with bucket Komatsu PC 400 – productivity – 800 m3/per day considered. Option -2 - Cost working for PC 400: 1. Hire charges per Hour – Rs.1200.00 rate for 10 hrs = 12,000 2. Cost of Diesel 10 litres per hour @ 70 Rs per litre considered for 10 hr s = 7,000 3. Operator wages included 4. Operator food, accommodation & transport per day =Rs.300 5. Wages for Banks man – Rs.400 TOTAL COST PER DAY = RS.19,700 X 2.5 (2 + 1 Excavator 10 days) Excavators requir ed = Rs.49,250 per day and total cost estimated for 45 days is 49,250 x 45 = Rs. 22.16 lacs Selection of equipment – c) Excavator with bucket – productivity – 300 m3/per day cons idered. Option -3 - Cost working for HITACHI EX-220: 1. Hire charges per Hour – Rs.600.00 rate for 10 hrs = 6,000 2. Cost of Diesel 5 litres per hour @ 70 Rs per litre considered for 10 hrs = 3,500 3. Operator wages included 4. Operator food, accommodation & transport per day =Rs.300 5. Wages for Banks man – Rs.400 TOTAL COST PER DAY = RS.10,200 X 6 Excavators required = Rs.61,200 per day and t otal cost estimated for 56 days is 49,250 x 45 = Rs.34.27 lacs F) Cost working for Disposal works Selection of equipment – Dozer – 1 No, Wheel loader – 1 Nos, Tipper truck 18 m3 capac ity considering 800 m3 disposal of surplus earth/per day and completing the work by 25 days 1) Hire charges for Dozer – 1 Nos per Hour – Rs.600.00 rate for 10 hrs = 8,000 2) Hire charges for Wheel loader–1 No per Hour– Rs.600.00 rate for 10 hrs = 6,0 00 3) Hire charges for Tipper–8 No per Hour– Rs.400.00 rate for 10 hrs = 32,000 4) Cost of Diesel 5 litres per hour each @ 70 Rs per litre considered for 1 0 hrs = 35,000 5) Operator wages included 6) Operator food, accommodation & transport per day =Rs.300 7) Wages for Banks man – Rs.800 TOTAL COST PER DAY = Rs.84,200 per day and total cost estimated for 25 days is = Rs.21.20 lacs, unit rate arrived for 20,000 m3 is Rs.106/m3 also by using the s ame equipments can be used for removing & stocking the balance required earth at nearby site area.

G) Cost working for sand Filling Supply of Sand as per specification by local supplier and spreading &...
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