Pay Per Post

It is another best online earning from chatting or sharing your own ideas to each other. You can share and reply each other's thread or post. Even that you will get paid for your own opinion. It is better idea to make some extra cash just from typing while you wasting your time just sitting your comfortable chair.

You don't need to do any hard work for this job. It is really easy just share what you get new product or anything idea you get you can share and get paid your share. 

Survey Work

It is good to work in online survey that really pays real cash as i experienced. They collect your survey and if you are eligible to survey what they are looking for. You will really get your payment just from your view or your logic you have used while doing survey.

It is one of the best idea to make some cash from online among the review the site, summarize etc. Just do or give your accurate data in survey you will be approved by the surveyor and they paid your view.

Project Work

It is compuslory to do project work while joining in online job. You have to do some plan and find out the perfect site which really pay your work. All online jobe seekers are being crazy and they started join in any site without knowing knowlege about the site. If so it is just wasting thier time. So for perfect online job, search work, planing, study is compusory.

So I recommend to all online job seekers that there are a lot os online job availalbe through internet. i.e. forum post, forum chat, paid to click, survey, etc. is the most.

PTC Scam or Legit

We can find a lots of ptc add through internet. But all are not trusted sited and legit. They are scam and just time wasted. While you joined in ptc site check whether it is scam or trusted site. Most of the ptc site are targeted to advertise their site but not pay for you. So I suggest you to join ptc i have listed below.

Onbux

There are lots of internet job can be found on net. You just have to browse the net and and do some google search. You can not do or find anything just sitting with your bare mind. You have to be creative and forwarded to internet. If you regularly use internet you can find new things by day to day. Most of the online job on internet the onbux is one of them.

Friend Finder

FriendFinder is the perfect website to meet your real mate and single near your location. There are a lot of single waiting for you. You can Register for free and meet your choices near you. You can make some money from friendfinder.

Microworkers

There are lots of jobs are available in internet and you can earn much from the such adds. They are online job, clicking adds, viewing adds, posting & making some discussion on the new topics, blogging etc. These all are related to job in internet.

Most of the microworkers is one of the best online job in internet. If you have a good knowledge on net surfing and search ideas you can do it easily. You don't have to invest but the time, and you start earning just sitting from your comfortable chairs. You are the bose of your job and employee yourself.

Minuteworkes

MW is the one the best globally paid add in internet. Any one who has a knowledge of browsing the internet can make money from minuteworkers. You don't need to invest a lot to get the result. You just create your own account in minuteworkers with your mail ID whether it is yahoo, hotmail, gmail, ymail.

Free Register Here

After creating the account in MW, now you are ready to earn. Its easy no so hard, no pressure, no tension, you just choose the job you can do it well.  

Neobux

The Neobux is the one of the most paid to click ptc add in internet. You can easily get paid just viewing and clicking the relevant adds. Its simple just register as an publisher which is free account. Now you are ready to earn. It will pay you when you account reaches $2.00. You can withdraw the payment through Paypal & Alertpay account. Register Here

Construction Material

The consultant will review the construction materials details from point of view of its requirement, location of quarry sites, lead and load, facilities for processing I manufacturing, distance of work from source of providing I manufacturing place, nature, grade and distance of haul roads, reassessment of availability of construction material based on materials available from the identified quarry sites, suitability of their use in respect of their properties and characteristics. It is expected that all the required information sl1(]tj be furnished by the client.

Liability of the Consulting Engineer

·         The Consulting Engineer shall abide by, and take all means and necessary enable him to comply with, all laws and regulations in force in any place whereas the Services are to be wholly or partially performed.

·         The Consulting Engineer shall only be liable for the consequences of errors and omissions arising from gross negligence on his part or on the part of his employees to the extent and with the limitations referred to hereunder.

·         The Consulting Engineer's liability hereunder as stated in Clause 8.2 shall be limited to the 10% of the total remuneration received for the relevant part of the Services proved to be deficient pursuant to Clause 8.2 or Rs. 2,50,000.00 (Indian Rupees Two Lakhs and Fifty Thousand Only) whichever is low.

·         The Consulting Engineer shall have no liability whatsoever in respect of legal rights of third parties unless such rights have been specifically brought to tile attention of the Consulting Engineer by the Client.

·        The Consulting Engineer shall not be liable by way of indemnity or by reason of any breach of this Contract or of statutory duty or by reason of tort (including but not limited to negligence) for any loss of profit, loss of use, loss of production, loss of contracts or for any financial or economic loss or for any indirect or consequential damage whatsoever that may be suffered by the Client.

·        Notwithstanding the fact that the Main Client may become liable for payment of the Consulting Engineer's fee under Clause 5.2, the Main Client may not place any reliance on the Consulting Engineer's performance of this Contract and consequently the Consultant shall owe no duty of care nor have liability to the Main Client.

CONSULTANCY SERVICES

Having its registered office at Patel Estate Road, Jogeshwari (W) Mumbai - 400 102 (hereinafter called "the Main Client") and SHAH CONSULT INTERNATIONAL (P) L TO, having its principal office at Kha 346, Devkota Marg, Baneshwar, Kathmandu, Nepal(hereinafter called "the Client") and MOTT MACDONALD PVT. LIMITED. Having its registered office at 44, Dr R. G. Thadani Marg, Worli Mumbai 400018, India (hereinafter called "the Consulting Engineer").

Whereas the Government of Nepal has awarded survey licenses to Naulo Nepal Hydroelectric pvl. Ltd., Kathmandu, Nepal, for preparing the Feasibility Study Reports (fsrs) and Environmental Impact Assessment (EIA) reports of the Budhi Gandaki Ka and Kha Hydroelectric Projects. Patel Energy Resources Ltd. totally owned subsidiary of Patel Engineering Ltd are the main share holder of the Naldo Nepal Hydroelectric Pvt. Ltd., Kathmandu, Nepal

WHEREAS Shah Consult International (P) Ltd are Nepal based consultant and has been engaged by Patel Engineering Ltd for preparation of the Feasibility Study Report for the two projects

Water Conveyance & Plant Discharge

In order to derive the plant discharge for each capacity option, a preliminary estimate of the water conveyance head losses was carried out. The diameter of the headrace tunnel and steel lined penstock have been optimized separately. The head calculation is an interactive process in which the flow is varied until the head loss is such that the resulting net head gives the required plant capacity at an overall plant efficiency of 86.5%.

Hydrological Data used in Optimization

The capacity and energy potential of a particular option is dependent upon the river flows. The mean monthly flows and the long term daily flows for the at the intake site of Likhu - IV Hydroelectric Project were derived from the hydrometric station no. 660 on the Likhu river. These flows were used in the computations of power and energy for the project optimization. These data and the annual flow duration curve and monthly flow duration curves are presented.

Cost Estimates

Major quantities were manually calculated for the base case layouts, which were prepared for the Q.5 turbine flow for the L1khu - IV Hydroelectric Project. This layout is presented in Volume II - Figure 4.3. The general arrangements of the structures for the various project alternatives were essentially the same as that for the base case. These quantities were used to calibrate the computer-based spreadsheets set up to compute excavation and concrete quantities for the dam, desander, headrace tunnel, surge tank, pressure shaft, powerhouse and the tailrace, etc. for the remaining capacity options. The costs of electro-mechanical equipment, viz. turbines, generators, powerhouse cranes, inlet valves and auxiliary mechanical and electrical services were derived from data provided by MHSP and from curves. For the headrace tunnel, Barton's Rock Quality Index Q was used to estimate the rock support requirements and a computer-based spreadsheet was set up to calculate quantities of excavation, shotcrete, rockbolts, concrete lining and steel ribs accordingly. _

The cost of access road was obtained for unit length for national highways in hilly terrain from in-house databases. Similarly, the per unit cost of 132 kV Transmission Line was obtained from in-house databases and recent projects in Nepal.

Water Conveyance and Plant Discharge

In order to derive the plant discharge for each capacity option, a preliminary estimata of the water conveyance head losses was carried out. An example of this calculation is shown in Table 9- 8. The diameters of the headrace tunnel and steel­lined penstock have been optimized separately as discussed In section 9.6. The head calculation is an iterative process in which the flow is varied until the head loss is such that the resulting net head gives the required piant capacity at an overall plant efficiency of 86.5%. The results of the head loss and installed capacity calculations are summarized in Figure 9.1. In order to ensure that the rated plant capacity is available throughout the reservoir range, the discharge was calculated for the normal operating level In the reservoir. 

Hydrological Data used in Optimization

The capacity and energy potential of a partcular option is dependent upon the river fiows. The Mean monthly flows and the long-term daily flows ~ at the Intake Site of Likhu - IV Hydroelectric Project were derived from the Hydrometric Station No. 660 on the Likhu R.iver. These fiows were used in the computations of power and energy for the Project Optimization. These data and the Annual Flow Duration Curve, and Monthly Fiow Duration Curves are presented in Volume V: Appendix G. The 95% flow expedience values for each month are also Included in this Appendix.

In order to study the Pondage capacity of the reservoir behind the dam, a Pondage storage capacity was developed, which is reproduced in Annex - A.

The Environmental Impact Assessment (EIA) Study hos indicated a need for compensation flow releases from the headworks. The Likhu River regime studies indicate that, in order to maintain "a minimum depth of water in the River between the headworks and the first major tributary, i.e. Salpu Khola, a release in the order of 0.6 m³js is required. This flow is consequently not available for power generation, and has been deducted from the River flows while assessing the capacity and energy potential of the different options.

GENERAL APPROACH & METHODOLOGY

The optimization of the FSL, the water conveyance system and the installed capacity of the plant were undertaken as economic analyses with results expressed as economic costs and benefits. Conceptual layouts were developed for each alternative from which cost estimates were prepared. The power benefits were determined for each alternative and compared with the costs. The objective was to determine the element size, which maximizes the benefits of power supply and the discounted benefit/cost ratios. At this point, any further increase in size becomes uneconomical.

The sizing of the spillway and the determination of the full supply level were more influenced by physical constraints related to the ability to pass fiood flows and the live storage requirements than to a strict evaluation of net benefits as described in the ensuing sections.

Hydropower

Hydropower is the major source of electricity generation in Nepal. Domestic electricity demand in the Integrated Nepal Power System (INPS) increases during the winter months when river flows are low and decreases during summer months when river flows are high. The load factor of the power system is below 50% which necessitates more peaking power.This demand pattern is due to the domination of domestic load and is expected to continue for the foreseeable future until industrial demand overtakes domestic demand.This situation discourages the optimum use of river flows by simple run of river power plants, due to higher unit costs, producing less energy during the winter months and spilling water in summer. Seasonal regulated power plants are more suitable for such load pattern. However these types of power plants are viable only for much higher capacities requiring a large investment and associated adverse environmental problems.