technical NOTES

(Project Pridr) #1

  • Note: Operating cost shall be validated with present condition
    Assumptions for above costing


Cable gallery size Unit UG OG
Length of gallery Mtr. 1.00 1.00
Width of gallery Mtr 1.60 1.60
Height of gallery Mtr 2.40 1.75

6.5 Conclusion:
From the above, it is highlighted that every method of cable Laying has some
advantage and some disadvantage over each other. Hence it is proposed to opt
the best out of two system using good features of each one. The mixed layout
should be followed in cement plant in following manner due to its distinguish
advantages:
a) The main cable routing should be through Overhead cable gallery form MRSS
to all load centre. These cable routes do not have branches and sub branches
in between which results to shorter cable route length.
b) This main cable route will not create any hurdle in crane movement, material
shifting, structure erection etc. The electrical erection and cable Laying work
can be possible side by side between sub-stations which will helpful in completion
of various activities like interfacing between sub stations, charging of HT, LT


S. N. Items Unit Rate
Under Ground Over Head
Qty. Cost (Rs) Qty. Cost (Rs)
7.1 Bitumen
Compound etc.

SQM 1,576 8.20 12,923


7.2 Brickwork SQM 1,141 8.20 9,356
Total [A] 46,785 15,153
B) Material Cost
7 Cement MT 3,500 0.96 3,356 0.19 670
8 R/F MT 46,000 0.23 10,525 0.03 1,599
9 Structural Steel MT 50,000 0.03 1,250 0.30 15,228
10 Gratings MT 50,000 - 0.05 2,700
Total [B] 15,131 20,197
C) Equipment Cost
11 Pump with acces-
sories

2,000


Total [C] 2,000 -
Total [A+B] [Rs] 63,916 35,349
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