Sample Findings in Proposal

Finding section refers to the results of the proposal or a research proposal.  It is written to inform the results of your study.

Findings:

  1. With regards to the reasons why students are taking up civil engineering courses, “the influence of parents and relatives” still gave weights (35%) which can be one of the reason of the 30-35% average annual passing rate of the course in the Civil Engineering Licensure Examinations.
  2. Civil Engineering graduates have bigger employment rate based on the 80% result of the survey.
  3. Employment data also shows that civil engineering graduates were able to land for a job in half-year after they graduated or take the board examinations.
  4. Only three (3%) of those employed civil engineering graduates landed their job through our job placement program.
  5. Sixty two (62%) percent of those employed graduates are working in their chosen degree which shows that the civil engineering program answers the needs of the industry.
  6.  Twenty-one percent (21%) of the employed graduates are working outside the country and that only 28% of those working within the country are serving the province of Bataan.
  7. Good thing is that the curriculum of the BSCE program of the university still relevant to the needs of the industry having 89% response from those employed graduates.

Event Proposal

Event proposal is serves as business plan for the event. It is also start with an executive summary and then the details of the event. It is written if you are planning a department party, weddings, birthdays, grand alumni party, charity ball which is most likely view by clients or management.

Event proposal is written so that everyone on the organization knows exactly what the event is all about and knows every detail of the programs.  This event proposal will be viewed by different persons including potential clients and sponsors, marketers, and stakeholders

The contents of your proposal are the name of the event, description of the event, venue and facilities offered, food and beverages, event logistics, event program and event budget. Also, don’t forget the key people who will be working during the event.

You can include an introduction to your event proposal wherein you can describe your event by providing an overview of the event not only by mentioning the name of the event. Just provide a little more detailed information.

Also, mention the venue of the event to know if the venue is suitable for the event as well as the facilities available at the venue from toilets to parking. You can include the description of the venue such as the lighting, surface, seating, electronic equipment, furniture as well the number of rooms and bathroom.

You can include a map or floor diagram to be more specific.  Take note also the attraction in the event including performers, special guess, and officials. Describe how the venue will fully cater. Provide also a list of person that will be involved in your event proposal.

In addition, provide a map on how to find the venue and the available public vehicle transport to the venue and car parking for those who have a car.
At last, identify the budget for your event proposal.  It included the anticipated expenses and revenues from the event.
Other important aspect of your event proposal is the physical appearance.  Your event proposal should be presentable, professional and appealing.

Sample Proposal of Two-Storey Residential Structure

Proposed Two-Storey Residential Structure

General Requirements

A.    The work to be executed shall be done in accordance with the accompanying plans and specifications.
B.    All works to be done shall be in the best quality o workmanship under the supervision of an Architect or a Civil Engineer.
C.    The construction shall conform to all the requirements of the National building Code as well as the local rules and regulations of the city or municipality.
D.    Scope of Works

I.   Site Preparation

The building site shall be labeled according to the plans and cleared of rubbish, roots and other perishable and objectionable matters to a suitable sub grade.  All such unsuitable materials shall be removed from the building site and spread uniformly over the areas adjacent the proposed building, or otherwise disposed off s may be directed by the Architect or the Engineer in charge of the construction.

II.  Excavation

All excavations shall be made to grade indicated in the drawings, where the building site is covered with any kind of fill, the excavation for footings should be made deeper until the stratum for safe bearing capacity of the soil is reached.

III.Backfilling

After concrete for foundations reached the curing period to withstand pressure resulting from fills, the materials removed from excavations shall be used for backfills around them.

IV.Concrete Works

All concrete shall be mixed thoroughly until there is a uniform distribution of the cement and aggregates and should be deposited as nearly as practicable in its final position, care being taken to avoid segregation of the aggregates.

V. Proportioning of Concrete

All concrete works shall be done in accordance with the standard specifications for plain and reinforced concrete as adopted by the Government.  Cement to be used shall by HOLCIM Portland Cement or equivalent.

VI. Forms and Scaffoldings

All forms for concrete shall be properly braced or connected together so as to maintain the correct position and shapes of the concrete members.  Forms shall be constructed sufficiently tight to prevent bulging and seepage of water.

VII. Concrete Slab Floors on Fill

Concrete slabs on fill shall be poured on a gravel bed not less than 100mm thick.  Each concrete slab course to be poured shall not be more than one meter wide, and each course shall be poured alternately to the indicated floor finish.

VIII. Steel Reinforcing Bars

All steel reinforcing bars to be used in the construction shall consist of round deformed bars with lugs projection on their sides to provide a greater bond between the concrete and the steel.

IX. Masonry

Concrete hollow blocks to be used in this project shall be 5 inches thick.

X. Finishes

Interior walls shall be of Smooth Plain Cement Plaster finish unless otherwise specified in the plans.

XI. Floor Finishes

All materials to be used as floor finishes for the rooms shall be laminated flooring finish and general areas of the building shall be 0.60m x 0.60m Granite Tiles and approved equivalent.

XII. Tile Wall and Floor Finishes

The toilet and bathroom floors shall be finished with 0.20m x 0.20m ceramic tiles and approved equivalent.

XIII. Carpentry and Lumber

Lumber shall be approved quality of the respective kind required for the various parts of the work, self seasoned, thoroughly dried and free from large, loose, and unsound knots, spa, shakes, or other imperfections impairing its strength, durability and appearance.

XIV. Roofing

The roof shall be covered with 0.40mm color rib type roofing.  The roofing sheet shall be secured to the purlins.  Gutter will be Pre Painted Spanish Gutter.  All accessories must conform to standards of ASTM.  All overlaps and connections must be properly screwed and riveted.

XV. Doors and Windows

This section includes solid wood doors and hollow.  As in windows, it includes Aluminum Framed (analok) windows with ¼’ thick bronze glass.  Materials shall conform good quality and to be installed by the required fabricator and must comply with manufacturer’s specification and recommendations for installation of window units, hardware, operators and other components of the work.

XVI. Electrical Works

All electrical works shall be done in accordance with all applicable current edition of the Philippine Electrical Code and shall conform to requirement, agencies, and Power Company with jurisdiction over this project.  All works for this installation shall be done under the direct supervision of duly licensed Electrical Engineer or Master Electrician.

XVII. Plumbing Works

All plumbing works for this project shall be done in accordance with the approved plans and under the direct supervision and control of a licensed Sanitary Engineer or Master Plumber.

XVIII. Metal

For smooth fabrications exposed to view in the completed work provide materials with smooth, flat surfaces without blemishes

XIX. Painting

This section includes surface preparation and field painting of exposed exterior items and surface and exposed interior items and surfaces.

Archr. DDB
Designer Builder

Sample Proposal Letter for Flower Arrangement

Mrs. Lorna Tolentino
Cupang Subd.
Balanga City, Bataan

May 25, 2001

Subject: Proposal for Wedding Flower Arrangement

Dear Mrs. Tolentino:

We received your request for a quote of flower arrangement for the wedding of your sister on June 11, 2001 at Amanda Resort.

We would like to thank you for showing interest in our service.  The following are the lists of proposal as per details.

  1. The cost of flower decoration will be Php 8,000.  This includes the materials and labor.
  2. Our representative will call you to confirm and discuss the programs.
  3. We need 3 hours to get the venue ready so that it will be ready when guest start coming.
  4. Lydia, Rene and Jocelyn will be in-charge and totally responsible for the assignment.  If you have any request during program, you can call them.
  5. We require a 50% down payment upon signing contract and the balance will be after the event.

We assure you of excellent service.  Thank you for trusting us.

Very truly yours,

 

Myrna Diuco

JayCel Flower Shoppe

Sample Proposal: Computerized Payroll System for ABC Store

To: Engr. Ricardo Lim
From: Maya Grace Hipolito
Date: January 12, 2005
Subject: A proposal to purchase a Computerized Payroll System (CPS)

Purpose

I am writing to propose a solution to a problem in my accounting department.  The problem is that the manual payroll system is experiencing slow processing of data and also very costly since it takes up lot of time, resources and money. Our accounting personnel will need to have an overtime pay since they extend time to compute the payroll of our employees.  Ordering a computerized payroll system will minimize errors, time, money and resources.

Problem with the Current Payroll system

As of now, we have 2,000 employees so the payroll system is really a big task to our accounting department.  Using our current payroll system, there is a delayed salary of employees due to tedious task of computing wages and payroll tax computation as well as voluntary deduction. In addition, there is a high room for errors since more manual computations the more errors prone to make.

Solution to the Problem

A purchase of a computerized payroll system will make payroll processing faster and efficient. I propose to order computerized payroll software from ABC Software House.  XYZ Enterprise and Digi Innovative Corporation are already using a Computerized Payroll System. It is about time to make a change since our company becomes bigger and bigger.

The following are some benefits of Computerized Payroll System

  • Accurate and faster processing of data since there is no manual computation of payroll. Calculation is correct as long as the inputted data is correct.
  •   Convenience to use. It records and tracks everything wherever you are in just one click.
  •  Payroll deduction processing makes easy.  There is a withholding tax tables, SSS table, Philhealth table embedded in the system and figures employee salaries.
  •   Process 13th month pay with tax adjustment upon resignation or during year end.
  •   Automatic deduction for loan since it has the loan status monitoring
  •   Provides report for payroll reports automatically including pay slip, Payroll Account Summary, Monthly contribution (SSS, Philhealth, Pag-ibig, etc.) and other customized reports.

Cost

The cost of a Computerized Payroll System is Php 50,000.  Free demo and tutorial for our accounting staff as well with three (3) months training using the Computerized Payroll System. They will help during the period of transition. It is user-friendly and it is easy to install.

We already have a hardware requirements for Computerized Payroll System (CPS), we only need is a software that will be installed in our computer and laptops.

Conclusion

In conclusion, I think it is a great benefit to our company for you to approve this proposal and order a Computerized Payroll System.

Purchasing payroll system will provide business management solutions through the financial record of employees’ salaries, bonuses, net pay and deductions that it can generate.

Computerized payroll system will eliminate the manual payroll processing which requires our accountant to perform all payroll tasks manually.  Using a manual payroll processing is a time consuming and also there have a chance for errors.

I really hope that you will think of approving this proposal for our accounting department.  Our employee will get satisfaction as well our accounting staff that a manual process cannot provide.

Proposal Cover Letter

Proposal cover letter is very essential to get a proposal accepted since it is the first thing that authorities will read. It contains an introduction which gives the reader an idea about the proposal as well as the objectives and goals and how the organization or company will benefit from the proposed project.

Proposal cover letter will help the reader to go through the necessary information of the proposal within a short time.  It should provide enough information and shows that it has a strong solution to their requirements.

The following are some tips before writing a proposal cover letter:

  •  Receiver name should write properly such as his/her correct name, designation and address.
  •  Start by defining the problem that you intent to solve because in this way you will catch attention of the reader right away.
  •  Next, state how you will implement the solution to solve the problem by giving specific action to assure the reader that you have a definite plan.
  • Mention the time period to complete the job.
  • Also, state the funds needed to for the project.
  • Tell the reader to consider recommendations and how the solution in your proposal can help to solve the problem.
  • Lastly, before submitting the proposal cover letter, review any errors in spelling, grammar and format.  Double check if the proposal cover letter is accurate.

 

Some Characteristics of a Sample Proposal

Many students nowadays are using computer for their research and projects. They often search for the sample work so that they can be used it as a guide to their research or project.  Some sample work is a sample proposal.   Students and researcher must aware that they get the best sample proposal. Below is some characteristics of a good proposal.

  •  The objectives and goals of the project is clearly stated and given in detail.
  • Make sure to have complete parts of a proposal including title page, abstract, introduction, methodology, facilities, personnel, duration, project cost, conclusion and appendix.
  • Methods and procedures is the heart of the proposal so activities and methodologies to be used should be described with as much detail as possible and the continuity between them should be visible.
  • There is a complete and detailed schedule of activities for the projects.
  • Budget and cost of the project are consistent.
  • All major issues should be indicated in the proposal guidelines and are clearly addressed in the proposal.
  • The uses of money are indicated in the proposal narrative as well as in the budget.
  • The qualifications of personnel or staff are clearly communicated.
  • Writing style should be clear and brief to help the reader understand the problem and the proposal.
  • Appendices should be used appropriately

 

Proposal Letter Sample

April 10, 2000

Ms. Merecel D. Santos
Merecel Catering Services
Sta. Cruz, Manila

Dear Ms. Santos:

I am pleased to invite Merecel Catering Services to become the exclusive food provider for the East Asia Batch 92 Reunion held on April 25 at Santana Park.

The event will run from 11:00 am to 4:00 pm, and we expect over 500 alumni to be there.  We will conduct games, teacher tributes and souvenir and novelty distribution

Your support will be recognized on our event program, promotional flyers and signs we will have up on the day of the event.

I look forward to answering any questions you may have. I hope you will be able to be a part of this event.

Sincerely yours,

Michael D. Flores
Alumni President

Pelleting Mill Sample Proposal

Proposed Solution for  B-Meg  Pelleting Mill

Introduction

San Miguel Corporation has always been the vanguard in providing high quality products and services to Filipinos.  And today, the San Miguel seal of excellence will be found on most Filipino tables through its popular and well-loved food and beverage brands.

In 1953, when it first ventured into the feeds manufacturing business, San Miguel went one step further in its drive to feed the nation. Using bacillus megatherium, a growth promotant derived from its beer brewing operations, it began supplying quality animal feeds for poultry and hog raisers nationwide.

Since then, the San Miguel feed manufacturing business has grown by leaps and bounds.  In 1955, it registered its flagship brand B-MEG with the Bureau of Animal Industry, giving it the distinction of getting BAI Registration Certificate No.1.

From a one-ton feedmill at the San Miguel Polo Brewery, to the Manila B-MEG Plant in Balintawak, to more than 25 strategically-located feedmills that produce B-MEG products nationwide – raisers are assured of fresh, high quality B-MEG feeds for the growth of their livestock.

Background of the Study

Last Year, B-MEG at Mariveles, Bataan, one of San Miguel’s many plants encountered a problem on one of their process machines, the pelleting mill.  The plant has a machine which can produce 50 tons of pellets in just an hour it cannot meet its requirement.  It only runs 35 tons per hour because the trouble its encountering  The down time of the machine gives them a shortage in supplying their products.  Chia Tung Company, located at Taiwan, the pelleting mill supplier of B-MEG also commissioned the said problem for it still covered by the warranty

Objectives

General Objective
– Develop a solution on B-MEG’s Problem on their Pelleting

Specific Objective
–    To discuss the pelleting process in terms of operation
–     To describe how the success or failure of the operation

Scope and Limitation

Process

The process of the pellet actually occurs at the “nip” between the rolls and the die.  All other activities associated with the operation such as conditioning, cooling, etc. really support and augment the action at that point in the system.

In order to understand the process and be in a position to make intelligent decision to improve throughput, quality or appearance, one must have a thorough understanding of what happens at the nip point.

Depending upon the physical characteristics of the feed, a lesser or greater proportion of the work done by the pellet mill is used for compression.  For example, if the formula contains a high level of fibrous ingredients such as bagasse, bran or ground alfalfa, the mill will expend a large amount of energy simply compressing the mash to the density of the subsequent pellet.  Conversely, for a relatively dense feed such as high grain and soy meal, the mill will expend a lesser amount of energy for compression and a greater amount for throughput.

The “extrusion area” is the point at which the mash has reached pellet density and begins to flow through the die holes.  There are many physical forces that must be    dealt with in the pelleting process.

The primary purpose of the roll is to provide a force on the mash to densify the feed and cause it to flow toward the die.  The gap between the roll and the die, the roll surface characteristics and the physical properties of the mash determine how great this potential force might be.

The die provides, not only the final diameter of the pellet, but the resistance force on the feed and has a direct influence on throughput rate and pellet quality.  These two forces (roll and die) are opposite each other but must work together to provide quality pellets at an acceptable production rate.  The force generated by the roll must be greater than the resistive force provided by the die; if not, throughput is zero.

With a general understanding of the process inside the pellet chamber, it is appropriate to move to a discussion of various factors that affect both throughput and pellet quality.

Formulation

There are feedstuff materials that pellet well and produce a durable pellet and others that will not.  Researchers (1966) developed a pelletability chart in which he ranked feed ingredients in their pelletability and degree or abrasiveness.  They (1962) experimented with applying numerical value to each major (feed) ingredient to indicate its “stickiness” or its ability to help form a tough, durable pellet.  He called that value a “stick factor” and fed that factor into the computer along with the various nutritive values of each ingredient to provide formulas that meet all nutritional specifications as well as supplying a formula that will produce a quality pellet at least cost.

Those early workers led others to experiment with the effects of various ingredients – grains, milled by products, fats, pellet binders, minerals, etc. on pellet quality or durability.  They also led to the development of a standard method for testing pellet durability perfected in the 1960’s by Dr. Harry B. Pfost at Kansas State University and accepted as a standard by the American Association of Agricultural Engineer- ASAE S-269.3 (ASAE, 2003).  That method is generally known as the K-State, or tumbling can, durability test; and it provided a means of quantifying the toughness of pellets or their ability to withstand the downstream handling that is typical in feed plants and feed delivery systems.  That was a major breakthrough in the technology of pelleting and has served the industry for all these years.

Schedule of Activities

Week 1 and 2 – Observe Process
Week 3 and 4 – Gather Data
Week 5 and 6 – Analyze Data
Week 7 – Purchase new equipment
Week 8 – Test equipment

Expected Outcome

After the activities, the company replace the single machine with (3) three sets of the same machine but in different production capacity.

References

ASAE, 2003, ASAE Standard: ASAE S 269.3, Wafers Crumbles, and Crumbles – Definitions and Methods for Determining Density, Durability, and Moisture Content, ASAE Standards 2003, The Society of Engineering in Agriculture St. Joseph, Michigan: 70-72.

Bartikoski, R.G., 1962, The Effect of Steam on Pellet Durability, Cost Reductions Through In-Plant Production Controls, Midwest Feed Manufacturers’ Association, Kansas City, Missouri: 42-47.

Behnke, K.C., 1981, Pellet Mill Performance as Affected by Mineral Source, Feedstuffs, Vo.l. 32, No.12, Miller Publishing Company, Minneapolis, Minnesota: 34-36

Proposal for Highway Engineering: Building for Economic Structure

Highway Engineering: Building for Economic Structure

1.    Abstract

Highway Engineering is the branch of engineering that deals with the design, construction and maintenance of road surfaces, and the organization and supervision of the personnel required in highway construction and maintenance.  Included are the required earthwork and the drainage system (except bridges and culverts which are classed as structural engineering guard fences and direction and warning signs.

2.    Summary

Highway planning, location designing, construction and maintenance constitute highway or highway improvement.  Several aspects including general planning and financing must be considered.  Technical planning includes traffic needs of the area for a given period (generally 20 years) the type of construction to meet those needs such as the most suitable location, layout and capacity of the new route in relation to the traffic requirement, terrain to be tranversed, value of land needed for the right of way and estimated project costs.

3.    Conclusion

Technological advancement has improved expertise in highway engineering and its related fields of soils, road building equipment and materials.  Designs are now more economical, more reliable; and these developments have revolutionized construction methods.  The highway engineer is aware that a highway can be attractive as well as useful.

4.    Recommendation

This report recommends that the final plans for a proposed highway should be made public for comments so that, it necessary, the plans could be modified accordingly.

5.    Introduction

The advent of motorized land transportation in the twentieth century, the continuing increase in the number of vehicles and the attendant requirements for safer, smoother, and more durable thoroughfares have been a challenge to the highway engineer.

6.    Methodology

The data presented in this report is gathered from technical books, interviews, and expertise culled from work experiences.

7.    Discussion

7.1 Planning

Planning a proposed highway involves the gathering of statistical information from every available source.  Surveys must be made to decide on the prospective location, the designed features and adjacent structures; date must be gathered to determine the volume of future traffic, and the speed and density throughout the day, the kinds and weights of the different road vehicles and the point most frequently traveled on existing roads, etc.

7.1.1 Survey

The first step toward highway location is intensive reconnaissance survey to start with deliberate study of all available general routes that may marked for careful inspection on the ground.  Reconnaissance in the field is often accomplished by using a compass for measuring angles and pacing or stadia to determine distances.  A unique bridge site or single mountain pass may become a primary control it no alternative exists.  Likewise for scenic highways, the position of timbered areas, waterfalls and other attractions may become primary controls  Cost factor such as favorable or unfavorable soil conditions, the number and sizes of structures and amount of excavation and grade, can similarly be classified as secondary controls.

7.1.2 Aerial Reconnaissance

Airplane flights are used in conducting highway reconnaissance.  Aerial examination of possible routes gives comprehensive pictures that cannot be gained from the ground.  Flights after ground reconnaissance is completed are of great advantage in clearly relating the proposed road to details of the surrounding country.

After the reconnaissance, it is usual to run a preliminary location survey first and to be followed by a final location survey.  These are commonly made by transit and chaining methods.

7.2 Designing

The design of a highway must be correlated with features of location, the terrain, consideration of present and future use, the over-all plan for development of the transportation system and must be based upon both local and regional needs.

The detailed design of a highway project includes drawings on blue prints to be used for construction.  These plans show, among other information, the exact location, the dimension of such elements as roadway width, the final profile for the road, the location and type of drainage facilities and the quantities of work involved, including earthwork and surfacing.

7.2.1 Soil Study

In planning the grading operations, the design engineer considers the type of material to be encountered in excavating or in cutting away the high points along the project and how the material removed can best be utilized for filling or for constructing embankments across low areas elsewhere on the project.  For this, the engineer must analyze the gradation and physical properties of the soil, determine how the embankment can best be compacted and calculate the volume of earthwork to be done.

7.2.2 Drainage

Adequate drainage is the most important element in road and highway construction.  Much of highway engineering is devoted to carry streams across the highway’s right of way.

7.3. Construction

After designs are specified on the basis of plans, the work of building the road is begun  The preparation for the roadbed’s foundation called grading is done first.  It includes round excavation, the formation of embankments and the smoothing of slopes.  The first step is to remove all vegetation from the roadway section, an operation in which the bulldozer plays a large part.  Then, a heavy earth-moving machinery moves materials from cut section into fill sections, where the materials is placed in layers, brought to the proper moisture content, and compacted to the required density.

7.3.1 Highway Pavement

Highway paving is the smooth waterproof having the material composition, strength and durability needed to withstand the estimated traffic and weather conditions.  The types of pavement may be classified as low cost, intermediate and heavy duty.