technical NOTES

(Project Pridr) #1
S. N. Particular VRM Grinding

Semi-Finish
Grinding (RP +
Ball Mill)

Finish Grinding
(RP)
9 Quantum of Civil
Structure Less More Less
10 Stability and Reliability High Moderate Moderate
11 Product Change Over Easy Complex Easy
12 Environment Friendly High Low Moderate
13 Project Duration High (1-2 Months
more) Medium Low

7.7 Cost Comparison of Roller Press v/s VRM for Clinker Grinding Application


RP Vs. VRM TECHNO-COMMERCIAL COMPARISON CEMENT MILL SYSTEM
S.N. Parameters Unit VRM RP
1 Grindability of SLAG / OPC at CCBM
Shaft @ 3000 Blaine

kWh/Ton 37 / 29 37 / 29

2 Type of Mill Process VRM Roller Press
3 Rated Capacity at 100% PSC Grinding TPH 280 270
I) CAPITAL COST ANALYSIS
1.A COST OF CIVIL STRUCTURES
1 Total Concrete (Cement Mill Building +
CM Hoppers)

M3 7636 8096


2 Total Cost of Concrete (@ Rs. 17750/
CUM)

Rs in Lacs 1355 1437

3 Differential Cost on Concrete Rs in Lacs 0 82
1.B COST OF FAB.+ERECTION+STEEL
1 Fabrication Items Scope Tone 515 568
2 Cost of steel required for site fabrication
+ Erection items @ Rs. 80750/ton.

Rs in Lacs 416 459

3 Difference in Steel Cost Rs in Lacs 0 43
1.C COST OF MACHINERY ERECTION
1 Equipment Erection (Supply Weight) Tone 2240 2582
2 Cost of Machinery Erection
@ Rs. 17500/ton.

Rs in Lacs 392 452

3 Difference in Steel Cost Rs in Lacs 0 60
1.D TOTAL CAPITAL COST DIFFERENCE
(A3+B3+C3)

Rs in Lacs 0 184
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