Detailed Project Report on prestressed concrete electric poles

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
 

• Contents
• Introduction
• Uses and  applications
• Properties
• Market   survey  with   future   aspects  
• Present manufacturers  
• Detailed  process of  manufacture  
• Formulations
• B.i.s. Specifications
• Process flow sheet diagram, plant  layout,
• Cost  economics  with profitability analysis  
• Capacity  
• Land  & building  requirements with rates
• List & details  of  plant  and machinery with their costs
• Raw materials details/list and costs
• Power & water requirements
• Labour/staff requirements
• Utilities and  overheads
• Design and operations
• Factory of safety
• Sampling and inspection
• Design requirements
• A bird's eye - view on plant equipments
• Description of prestressing equipments
• Prestressing steel
• Concrete mix proportioning
• Design mix concrete
• Assembly of prestressing steel
• Process of manufacture
• Method of making prestressed concrete poles, tubes, and support columns
• Method of manufacturing prestressed concrete pole
• Concrete filled pole
• Method for making multiple-part concrete pole
• Prestressed concrete poles with internal bolting and leveling structures
• Steel wire cage wire for chemically prestressed concrete pipe
• Classification of poles
• Minimum  depth of planting of pre-stressed concrete poles in  the ground
• Machinery suppliers
• Concrete batching plant

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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