The demand for Prestressed (Pre-cast/Reinforced) concrete-cement (PCC) poles directly depends on the growth of electric power sector. Because these poles are solely meant for overhead transmission and distribution of power to consumer units. The growth in generation and suppy of electric energy gives rise to demands for PCC poles & other systems by way of OEM & replacement/renovation demands. As the electricuty generation increases, there will be the need to expand & re-strengthen the distribution net work. This new challenge will call for fresh supplies for transmission towers, PCC poles & other materials. India is a developing country where availability of infrastrural facilities is of paramount importance for rapid development of national economy & general status. A large net work of electricity distribution for rural electrifications, agricultural & irrigational consumptions can be catered to only by establishing an efficient generation & distribution standards. Electrical transmission towers, steel poles and PCC poles serve the base for over head power transmission & distribution. All the existing transmission grids are either in a bad condition or inefficient. These networks require renovation. Their energy carrying capacities can't be increased unless & until those are replaced by a new transmission line. Then, there is the need to reach electrical light/power to all those areas where presently this facility is missing. All there factors are essentially going to raise the demand for not only electrical equipments but also distribution materials including poles.
PRESTRESSED CONCRETE ELECTRIC POLES (EIRI-1054)
P.C.C. Poles are essentially made of concrete which are inevitably less costly and more economically maintainable than the conventional steel poles. They are of two types depending upon the end use of the pole-Low tensile and High Tensile Line. The latter is primarily used for transmission of electricity. Prestress Cement Concrete Poles are essentially made of concrete. High tensile wire is inserted into the pre-designed moulds and stretched to reach a certain tension. Galvanised wire is fixed inside the mould for earthing following which a right proportion of concrete mix is poured. Then, the concrete is compacted through vibration to produce high strength concrete poles. After 72 hours, the tension is released and demoulding done. The poles are put under water sprinkler system for a period of 28 days. (Concrete cubes are tested to ascertain the strength before they are offered for inspection.)
Cost Estimation
Plant Capacity 200 Nos./Day
Land and Building (Area 20000 sq.mt.) Rs. 11.66 Cr.
Plant & Machinery Rs. 2.49 Cr.
W.C. for 3 Months Rs. 7.22 Cr.
Total Capital Investment Rs. 21.75 Cr.
Rate of Return 104%
Break Even Point 21%
• EIRI can modify the Capacity of the Project and Total Capital Investment as per your requirement.
• Note: The project investment cost and capacity are subject to change without any notice. Future projects may have different values of project cost and capacity.
MARKET SURVEY CUM DETAILED TECHNO
ECONOMIC FEASIBILITY REPORT covers
APPENDIX
1. COST OF PLANT ECONOMICS
2. LAND & BUILDING
3. PLANT AND MACHINERY
4. FIXED CAPITAL INVESTMENT
5. RAW MATERIAL
6. SALARY AND WAGES
7. UTILITIES AND OVERHEADS
8. TOTAL WORKING CAPITAL
9. COST OF PRODUCTION
10. PROFITABILITY ANALYSIS
11. BREAK EVEN POINT
12. RESOURCES OF FINANCE
13. INTEREST CHART
14. DEPRECIATION CHART
15. CASH FLOW STATEMENT
16. PROJECTED BALANCE SHEET
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